Text

Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 5 of 5
	ML14141A049
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Site:	Peach Bottom
Issue date:	04/18/2014
From:	; KLD Engineering, PC
To:	; Document Control Desk, NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
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ML14141A046	List: ML14141A047; ML14141A048; ML14141A049; ML14141A050; ML14141A051; ML14141A053; ML14141A054; ML14141A055; ML14141A056; ML14141A057; ML14141A058; ML14141A059; ML14141A060; ML14141A061; ML14141A062; ML14141A063; ML14141A064; ML14141A065; ML14141A066; ML14141A067; RS-14-151, Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 5; RS-14-151, Braidwood, Byron, Clinton, Dresden, and Peach Bottom - 10 CFR 50, Appendix E - Evacuation Time Estimate Analysis Information; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 3; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 3; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 3; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 5 of 5;
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	RS-14-151 KLD TR-636, Rev. 0
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APPENDIX J Representative Inputs to and Outputs from the DYNEV II System J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.

Average speeds in rain and snow are slower than in good weather, resulting in longer travel times.Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -US-i, Maryland State Route 543 (MD-543), MD-136, MD-24, MD-165, MD-273, US-222, Pennsylvania State Route 272 (PA-272), PA-74, and PA-851 -for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

The only roadways within the study area not operating at free-flow conditions after 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months are US-222 North (servicing evacuating vehicles from Quarryville), and US-1 South (major evacuation route through the densely populated city of Bel Air, MD). Figure 7-3 through Figure 7-9 show that all routes within the Shadow Region are clear of congestion by 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months and 55 minutes. After this time, free-flow conditions are reached.Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.Figure J-1 through Figure J-14 plot the trip generation time versus the ETE for each of the 14 Scenarios considered.

The distance between the trip generation and ETE curves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation.

For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion.

For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion.

As seen in Figure J-1 through Figure J-14, the curves are somewhat separated, signified by the presence of some congestion within the EPZ. Travel time -approximately 30 minutes -peaks at about 90 minutes after the advisory to evacuate Peach Bottom Atomic Power Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections Max.Approach Total Turn Intersection (up Volume Queue Node Location Control Node) (Veh) (Veh)119Z2b 1,543 U 87 US-i @ MD-24 Actuated 86 6,554 63 1696 58 0 TOTAL 8,155 1731 4,803 0 US-40@ 1734 3,122 0 1874 CodnBuead Actuated Coudon Boulevard 1875 0 0 TOTAL 7,925 -1932 3,637 0 1731 US-40 @ TCP -1733 1,160 0 MD-222 Actuated 1874 3,127 0 TOTAL 7,924 -1722 938 0 US-40 @ 1725 3,151 0 MD-155 1724 3,682 126 TOTAL 7,771 -1726 0 0 US-40@ 1723 4,214 30 1725 Lei aeActuated LewisLane 1730 3,137 0 TOTAL 7,351 -1728 0 0 US-40 @ 1730 4,219 34 MD-7 1729 3,114 0 TOTAL 7,333 -79 1,592 0 1845 3,810 224 78 US-i @78 M-4 Actuated 471 1,360 2 MD-543 472 ill 1 TOTAL 6,873 -81 1,579 0 US-1 @ 79 4,317 383 80 u-Buies Actuated US-1 Business 599 946 20 TOTAL 6,842 -Peach Bottom Atomic Power Station Evacuation Time Estimate J-2 KLD Engineering, P.C.Rev. 0 Max Appoah Toa..r Intersection (up Volume Qu-e.e Node Loato Coto Noe 6Vh (V66 44 4,373 189 43 US-1 @N Walnut St/Red Pump Road Actuated 42 1,651 0 214 189 9 348 47 0 TOTAL 6,260 46 3,839 454 US-i @ TCP -1769 1,665 0 MD-276 Actuated 1770 495 30 TOTAL 5,999 Peach Bottom Atomic Power Station Evacuation Time Estimate J-3 KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input Veh[icles~iii~iij, Entering1 8918 1,700 461 252 SW 8590 [ 1,275 8472 1,700 8915 1,700 258 304 E 8138 1,700 8027 4,500 8907 1,700 488 236 SW 8448 1,700 8088 2,850 8918 1,700 1051 174 W 8590 1,275 8472 1,700 8969 1,700 1601 285 NE 8972 1,275 8960 1,275 8915 1,700 289 38 E 8138 1,700 8027 4,500 8088 2,850 613 154 SW 8697 1,275 8850 2,850 978 36 8918 1,700 8590 1,275 8088 2,850 1340 138 S 8697 1,275 8850 2,850 8972 1,275 1504 12 N 8960 1,275 8643 1,700 Peach Bottom Atomic Power Station Evacuation Time Estimate J-4 KLD Engineering, P.C.Rev. 0 Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)Scenaio. 1,, 2! 3 4 516,7 Network-Wide Average Travel Time (Min/Veh-Mi) 2.1 2.6 2.3 2.8 2.3 2.1 2.6 Network-Wide Average 28.1 23.2 26.1 21.3 25.9 28.6 23.5 Speed (mph)Total Vehicles Exitin Network 74,835 75,363 74,044 74,550 55,135 73,650 74,137 Exiting Network Sceari 8: 9i[, 10ti 11!2' 3 14 Network-Wide Average 2.8 2.2 2.7 2.9 2.3 2.5 2.3 Travel Time (Min/Veh-Mi)

Network-Wide Average 21.4 27.5 22.4 20.6 26.5 24.0 26.0 Speed (mph)Total Vehicles Exitin Network 74,335 71,506 72,075 72,105 54,034 57,339 74,821 Exiting NetworkI Peach Bottom Atomic Power Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)Elase Tim (hus)_____________2

15. 289 3. 97 4. 47 1. 8 4 1.US- Soth15. 291 2.8 13. 7.2 9.1501r5.1e7.

MD-543 South PA-74North 11.4 48.0 1 14.2 49.3 1 13.9 1 49.8 1 13.7 1 52.6 1 13.0 MD-136 South 14.2 46.6 18.2 46.2 18.4 47.5 17.9 49.0 17.4 MD-24 South 8.9 39.3 13.6 39.8 13.5 38.7 13.8 42.9 12.5 MD-165 South 12.6 11.8 64.1 15.1 50.1 46.9 16.2 48.8 15.5 US-222 North 21.0 26.2 48.0 12.9 97.4 .15.2 82.6 50.5 24.9 PA-272 North 13.5 18.8 43.1 19.4 41.8 51.9 15.6 54.4 14.9 PA-74 North 11.0 49.3 13.4 52.1 12.7 52.4 12.6 54.3 12.2 PA-272 South 8.5 30.6 16.6 12.9 39.4 41.9 12.1 50.7 10.0 MD-273 East 5.4 41.7 7.7 42.0 7.7 42.5 7.6 45.9 7.0 PA-851 West 10.3 18.5 33.4 9.7 ,63.5 ,43.8 14.1 46.9 ,13.2 Peach Bottom Atomic Power Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 CumultiveEhilapes Discared bythoIdiatdsim Cumulativ Pecn of Veice Dicagdb4heIdctdTm 3,855 7,914 9,702 9,725 12 19%15%14%13%42 3,970 8,321 9,284 9,310 19% 16% 13% 12%49 1,673 4,642 7,200 7,580 8% 9% 10% 10%121 564 760 786 302 1% 1% 1% 1%102 422 540 552 346 0% 1% 1% 1%309 1,297 1,892 1,946 518 2% 2% 3% 3%362 1,037 1,680 1,731 647 2% 2% 2% 2%507 1,656 1,797 1,811 699 2% 3% 3% 2%773 2,391 4,052 4,955 816 4% 5% 6% 7%152 558 715 736 938 1% 1% 1% 1%55 193 246 252 1174 0% 0% 0% 0%252 1,187 2,065 2,392 1554 1% 2% 3% 3%1587 2,078 3,950 4,204 4,214 10% 8% 6% 6%541 1,383 2,046 2,202 1616 3% 3% 3% 3%1680 6 57 83 86 0% 0% 0% 0%131 629 1,092 1,284 1726 1% 1% 2% 2%1751 1,829 4,164 4,789 4,818 9% 8% 7% 6%Peach Bottom Atomic Power Station Evacuation Time Estimate J-7 KLD Engineering, P.C.Rev. 0 CumultiveEhilapes Discared bythou diatdsim 2,219r 2,276 340 1,488 2,219 2,276 1754 2%3%3%3%409 1,144 1,575 1,604 1779 2% 2% 2% 2%219 857 1,338 1,386 1783 1% 2% 2% 2%63 233 360 393 1791 0% 0% 1% 1%1792 345 998 1,624 1,674 2% 2% 2% 2%160 782 1,091 1,120 1793 1% 1% 2% 2%883 2,027 3,176 3,729 1803 4% 4% 4% 5%392 1,322 2,002 2,061 1804 2% 3% 3% 3%401 878 1,118 1,154 1805 2% 2% 2% 2%157 552 1,079 1,265 1830 1% 1% 2% 2%440 1,486 2,411 2,999 1840 2% 3% 3% 4%1848 120 414 698 794 1% 1% 1% 1%Peach Bottom Atomic Power Station Evacuation Time Estimate J-8 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)-Trip Generation ,ETE 0 0 U 100%80%60%40%20%180I 21 24 270 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-1. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather (Scenario 1)ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)-Trip Generation ,ETE a, U GJ (U 4-0 I-.4-0 4-C a, U a, a.100%80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)Peach Bottom Atomic Power Station Evacuation Time Estimate J-9 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)-Trip Generation -ETE 100%GI") 80%(U 60%0 (-20%0.0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-3. ETE and Trip Generation:

Summer, Weekend, Midday, Good Weather (Scenario 3)ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)-Trip Generation -ETE 100%80%60%0 40%20%0.0%/010, 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-4. ETE and Trip Generation:

Summer, Weekend, Midday, Rain (Scenario 4)Peach Bottom Atomic Power Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)-Trip Generation mETE LA 0 U CL 100%80%60%40%20%0%/00""00ý0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-S. ETE and Trip Generation:

Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)-Trip Generation

-ETE 100%4A 4)(U 4.'0 80%60%40%20%0%'/00"'.'00ý1

'06ý0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)Peach Bottom Atomic Power Station Evacuation Time Estimate J-11 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)-Trip Generation -ETE IA M 03 100%80%60%40%20%0%La ý.0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-7. ETE and Trip Generation:

Winter, Midweek, Midday, Rain (Scenario 7)ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)-Trip Generation -ETE 100%(A 03 7 0 I-0.80%60%40%20%0%I I I I I I I 0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 330 Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)Peach Bottom Atomic Power Station Evacuation Time Estimate J-12 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)-Trip Generation -ETE U':E 0 0 U 100%80%60%40%20%/110, 0%240 270 0 30 60 90 120 150 Elapsed Time (min)180 210 Figure J-9. ETE and Trip Generation:

Winter, Weekend, Midday, Good Weather (Scenario 9)ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)-Trip Generation

-ETE 100%:E 0 0 U 80%60%40%20%0%/00"'270 0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)Peach Bottom Atomic Power Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)-Trip Generation mETE 4.1 0 U 100%80%60%40%20%0%Oeo-000, 0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 330 Figure J-11. ETE and Trip Generation:

Winter, Weekend, Midday, Snow (Scenario 11)ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 12)-Trip Generation -ETE 100%@3-C@3 (U 0 I-0 C@3 U@3 0.80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-12. ETE and Trip Generation:

Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)Peach Bottom Atomic Power Station Evacuation Time Estimate J-14 KLD Engineering, P.C.Rev. 0 U:E 4-0 0 4-100%80%60%40%20%0%ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)-Trip Generation -ETE J 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-13. ETE and Trip Generation:

Summer, Midweek, Weekend, Evening, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation 1ETE ci ci (U 4-0 I-.4-0 4-ci U ci 0~100%80%60%40%20%0%0 180 210 240 270 30 60 90 120 150 Elapsed Time (min)Figure J-14. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)Peach Bottom Atomic Power Station Evacuation Time Estimate J-15 KLD Engineering, P.C.Rev. 0 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 34 more detailed figures (Figure K-2 through Figure K-lFigure K-35) 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 January, 2014. 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 generally 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.Peach Bottom Atomic Power Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 L aster r 741) ~~S.Oke~.Ie~

B. ~ )L p -I 0 rk1, '64 o -s We:<-. M11 3u "C4, Ornly , a, 2)/as ~ V ýJ sp'220 a N7d 27 9\'4~"Vikan 3 hid:: Grids TIan~.~y-i 5-MO~~~ig ShaedowRgo ) 555 Figure~~~~~~~~~~~~

K-i.Z7-1 PecpotmAoi oe ttinLn-oeAayi ewr Peach~' Boto Atomi Poe(tainK L ngneinPC Evacatio TieEsiat ev Figure K-2. Link-Node Analysis Network -Grid I Peach Bottom Atomic Power Station Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0 Figure K-3. Link-Node Analysis Network -Grid 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0 Figure K-4. Link-Node Analysis Network -Grid 3 Peach Bottom Atomic Power Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0

,efd 4 1 t Ooa Lon Rd Rdd 87 0' I n~ =4' 441 11972 19.16 SSso\1 15 19971 1970 1 A 9 4 9>V d Rd 1948~19758 1979i 196 196 19948 160 opLW 97 Rd E ýb,ý 800 1913\7- -Legend Kemap -Peach Bottom Atomic Power Station Evacuation Time Estimate*r ,BAS ',5,0,1Mie.RngLink-Node Analysis Network Figures-W, Link I- -Joindex Grid Grid 4 Shadow Region 42 7one 1 5 t ~ ~ ~ 0 _______Figure K-5. Link-Node Analysis Network -Grid 4 Peach Bottom Atomic Power Station K-6 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0

/BJ E ",%OWk Rd 1901 Grid 5 1900 0-p (0 1898 (000 1890 Clover Hill,%,-Feather god LC W 0.e ý0 802 Ve S800 a 0 Figure K-6. Link-Node Analysis Network -Grid 5 K-7 KLD Engineering, P.C.Peach Bottom Atomic Power Station Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6 Peach Bottom Atomic Power Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 iisr Rd I Sc CaP GOO<.. -102 1028 , o4 II~~.-- 1027 ." / ' .1026 1025 1308 !, a%BOyd I Tl Rd T418<1024 ____*00 1 103 1021 ~ 1018 164 ,1319 1019o1847 1016 , 1013 of 1849 1010100 SjMartic a .+ " ; e'm d 10 , i&+ 03 10 12 641 X% 314 @ + ; /

1, 12000 G idNr th1009 t Ba. Bare ,, ,d/ . 991001 7 A ,_,v.990 k/129063 97 102 1 ;3 31 g n+". d 6 4 o 0 ,Rd+ ..' ,%q,39a Rd Lowe C00 , 1003 Grid 633 100 9 188 " 831" 1 1' 10044 5 986, 640'Rd toc 629\ 994/6 3 CYr~ , 9'4l-o 0 O.,- 828 8274 RO~~~03 -o64101-0~13

___ ___ ___ __ ___ __32_ 9470 0 62 1 31 Legend Keymap Peach Bottom Atomic Power Station Evacuation Time Estimate ,--A Ji ,5 1 15 Mi[ in s, Lin k-N o d e A n alysis N etw o rk Figu re s.BP 20, -, 5.., 1,. is ., Mil Rings: a Node Water , Link I _- Index Grid Shadow Region Zone [--, tI '0 gg Mites ....e, snz, Figure K-8. Link-Node Analysis Network -Grid 7 Peach Bottom Atomic Power Station K-9 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0

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~ 221 Sealers, 1649 Rd ,eRd 03 ~ d Dr f~Martic Gi 1664'1 'V'"80 Mfcke leey R 1547 , 808 1660 8674V 1661: Rd ~ ,/808Din more B05 6 North Chanceford 4 r4j, 803 1t125ýQ:1329 *~138S.13 Drumfore 1337 -.1 1326,ii Sot Legend Ke.n .Peach Bottom Atomic Power Station Evacuation Time Estimate P-S 2,5,10,15 Mile RingsLink-Node Analysis Network Figures*Node Water r-4 ;-p-l Link Index Grid ,Grid 8 S h a d o w R e g i o n I V Z o n e i 0- 0 ...Figure K-9. Link-Node Analysis Network -Grid 8 Peach Bottom Atomic Power Station K-10 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0

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17sT" 1 763 -P -.3j 7 6 4 1 9 3 5 0 1a5e r R d\1604 d15i 81- -+ , 166i1 /,,,v G ri 8'1547 -9 82 5 2., 8 + e,+---"" ' Rd 1 549 ' * " East , ,. Drumore X] Drumore" 693 *72North a692 8 8I$70 871,+1662#I Sw e b-' 17- 16 1766 69 8 1 ."r Rd , '--~ ~ ~ ~ 16 155 0Duoe t " "15 8155 aiI i i ~~~South 154-- 8915,3./7 164,9. .. .. .. .. _ + -._ _ +_. .... .....?-i- -';,um~0, E-a--- -s... ..t ..+ .. ..-.... ... ..7 ....*" Legend Keyrnap F-F--'+ Peach Bottom Atomic Power Station Evacuation Time Estimate*-r 2-01Ml-" Link-Node Analysis Network Figures e Node Water-IN- Unk i l Index Grid Grid 9 Shadow Region BrIB7 875 0880 ~ ',753 873 ~72880 750. ri\748 10 15842:k 841 8 N:3 1583 7 4 4 4 5 t 155 L00.Bt/I742~741 740 pu +, Rd n't Rd East 1552, S 't+ Drumore 73\94 1558 7 36 8 A*,3 A737 ' Little 7361 Britain " .735 i S-'+ .] r 734 ..-, ----ý, _. ..+.-------

.Legend Keymap 7-7-_ Peach Bottom Atomic Power Station Evacuation Time Estimate* PBAPS J 2,r5,10,15 Mile Rings 7'l= ...- Link-Node Analysis Network Figures SNode Water-lb Link j- index Grid V -rd1 Shadow Region 4? Zone MilAN,,"" Figure K-11. Link-Node Analysis Network -Grid 10 Peach Bottom Atomic Power Station Evacuation Time Estimate K-12 KLD Engineering, P.C.Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11 Peach Bottom Atomic Power Station Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 Rd 0 y$1%."~'0~1'2 NA6 Or"age or, Rd Ro s o g Rd Wwtterson 51 g Mature S Rd Gr i d 1:2<' 00 1921 0)40 6 4a Edenlon Rd Stee 413 4R Catamount)

Randy Ln !jI'GW0 Street Rd Figure K-13. Link-Node Analysis Network -Grid 12 Peach Bottom Atomic Power Station Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 S / 955 V56 d Rdd C> Rdd tIl Rd 965* 4 '4 ]Il 1052 Si!~ 9627 14 0 !1053 1051 S963 113 X/ -9696 4 1135 38 oe I97 966 0 1134 Chanceford 971' ePil97o *4_ .'4 965 1132 North~97 Rd i Rd *A 975 / 1130>046 1129 ROi 1864. o dS5"0 Fawn i\, d. 112 d 1128A McCleary Mudy eO 1127.1 4 .J"66 I *1125 1124 J1865 HG I Grid -v662'.'663 8918 0 IF.)108iat. 16: 0 C, 1121 19171 665ý18Cedar P 8 DeeaRd 570Grove*~
112 D raco 1584 sd Rd £6911 580 >V582 Fw 4 '577 7 576 680- d" A 573 erS? 572 571.:f....-U...
I~ ~ ~ ~ 10 ", % ! ,
... .J .
I .! :>" ' < , :elk11 i ~ ~~~ St 19 7io " as -om5on /',I I 1 --- --- --- --- ----i / % < .1910 I" I ' ir ni f 19ee 190 I rlrlll ....Legend eVyrnp -Peach Bottom Atomic Power Station Evacuation Time Estimate.-1-1 i.R.sLink-Node Analysis Network Figures e Node Watert J Link I ndex Grid i r n3.Shadow Region I3 Zone+ll~~~~~~
~~~ L0.k 1;__JIdxGi
-- rd1 , p.i' , I Mie Figure K-14. Link-Node Analysis Network -Grid 13 Peach Bottom Atomic Power Station K-15 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14 Peach Bottom Atomic Power Station K-16 KLD Engineering, P.C.Rev. 0 Evacuation Time Estimate

------ -- ------ --- ---"cNrh Rd 1 6' Wý '4 Rd Lower Nor"iN Chanceford maflic NorthS h jiý1339 R,:e eE -"r1341

13-Rd 113 3 40~ ~620" 13433-- 2 a- .-~o~ Drumore* AII' \.I \ W. ./'~ , Nolds Rd Loe Chanceford 6 1 6 South ,1614 1535 1534 C Groi.1C, .613. A Rd" i ~ l" 163 &Ao' oo 21g 33 , m' 7 1 .10154 , 1 ,V ~~~Peach 12N 12 Bottom Bo1527 East ' 152rl .- i Rzd 317 .11152 114 0!,156 ~ s1" 5 a4 7..i .... h,an'a 413 ,
.... 1530Yr C,.I/° ~i 165 157V3527853 7 105 15 40N~ 4-*pi 5 15451'10581; 0`6 10i55 3; 3376' Pec I15463 4oineA Cao" 18 91. l 21" 373~) M~-Peac 15593e1~'3 6-1est IM. 00-A%/413e~0 odý 370-'C Yok A 38[~~uue , Mar -km 3 4--7 on4_ _-- --- --- --- -----_ --- --_ ---Z oe-' -5 Legend Keynp --Peach Bottom Atomic Power Station Evacuation Time Estimate*PBAPS 2, 5,10,1.5 Me Rings Link-Node Analysis Network Figures a Node Water-. Link i lIndex Grid I I k Grid 15 Shadow Region Zone L-LL 0 0.5 1 Figure K-16. Link-Node Analysis Network -Grid 15 Peach Bottom Atomic Power Station K-17 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 f I ' 1 V k9-8 7 Drumore Gi Hen~se /1554-686 8 ,1 ? r Rd " Rd East 6841 L Ld- c2 Drumore A South eO HkW 79 1527 155,, Pu Hr'fd i .1272 Fulton 1" 1West 1 1249 I Botom @"' 180 l, 251" 152 4 125 (152 / j 1520 125 15261 Pe5ch 122 523 1519 1 /tHl 0 1272 a~t~ ~ 41128 Peac Peac Bottom 3q84 367 Lold 'l 118 Central i L cn°°e .. ..01 1283 'o~h 1 ens laHarji'rd Cuun,1 Zoe6 V~ eCCC~clh nu 1287........ .6Zone ! .I Legend Kevmap _-Peach Bottom Atomic Power Station Evacuation Time Estimate.... 2, 5, 10-5 .i, Link-Node Analysis Network Figures a Node Water r?.-b', Link -,.Index Grid i "_ Grid 16 Shadow Region I Zone 11 --[-[7 .....Figure K-17. Link-Node Analysis Network -Grid 16 Peach Bottom Atomic Power Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 Figure K-18. Link-Node Analysis Network -Grid 17 Peach Bottom Atomic Power Station Evacuation Time Estimate K-19 KLD Engineering, P.C.Rev. 0 Figure K-19. Link-Node Analysis Network -Grid 18 Peach Bottom Atomic Power Station Evacuation Time Estimate K-20 KLD Engineering, P.C.Rev. 0 ap , edway 0'33 I ~Rdt 6'24 Rd 3 a 4 9-dl 8027 fI27 3 ~Rd .'255A' y'4 47 1 0p 1785 8130/' 187J3 4 1 7.-?3 70~*~ A~e 17797' 70 ~86 8 *gisA 31 1 111.' 1802 -1782 355 ki '80'h 1799 3233 W Locusr 33 l798'0~' , 11i'1775'.
I 4 17741y '~ -4 3 W a\~~ ae11796 y -esRd L~ý,Grid a 11772 Rd 3 4 ~ Rd, 1771w e~West ~Nottinghau; i<, 94t~179 Mayln LFell Rd Lgend Kiyn-sp r-r-r--. Peach Bottom Atomic Power Station Evacuation Time Estimate*PSAPS Z3 , 5, 10, 15 Mite Rings ? ~ i lLink-Node Analysis Network Figures* Node Water-jo o Link j Index Grid G 19 Shadow Region i0j Zone Miles -4m33 E3Uf Figure K-20. Link-Node Analysis Network -Grid 19 Peach Bottom Atomic Power Station Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 Figure K-21. Link-Node Analysis Network -Grid 20 Peach Bottom Atomic Power Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 Figure K-22. Link-Node Analysis Network -Grid 21 Peach Bottom Atomic Power Station Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 ed 50 482 ," 4 8 R d ' P ' ' " 4143 ,^ , Op 'e; 92 *14 18 Zone o 4 Sco R d 416& .R K39394 f -4 Run Rd -417396 Zone 51 IC)397 a...\in...... , % R ,R 418' Rd 398 4191 V!39 *449 R 399' ~ 145a 420 b 45ý4 44 1 26l 451398 RG id V 7 4522 Rdo "1310 Z03d 453/ Rd Rd 40 6 1 01 , 1392 2456 335 330 4" qo 4 457! 336 Ae 4 26325 332 329 Chy~ld Zone 1 333a33 ~170 ,7 481 ...72.. -t462 73l Legend Keymap Peach Bottom Atomic Power Station Evacuation Time Estimate PSAPS 2, 5,10,15 Mile Rings Link-Node Analysis Network Figures e Node WaterLink i Index Grid Shadow Region 4? Zone G- 22 r 0'-_ i' ~ 0.5 1Mi~ Figure K-23. Link-Node Analysis Network -Grid 22 Peach Bottom Atomic Power Station K-24 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23 Peach Bottom Atomic Power Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0
/0 on 1787 51 7OZone 6 0 Grid_2 4 Ln 232 0 Tibbs L, 230 1768 Zone 3 N 0 0 Rd 224 160 Figure K-25. Link-Node Analysis Network -Grid 24 Peach Bottom Atomic Power Station Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0 Figure K-26. Link-Node Analysis Network -Grid 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26 Peach Bottom Atomic Power Station Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 1907 Ii Wldoýs 'o cc ( ~-27 407 st 0 4%V" 4 00.0~C 4 Figure K-28. Link-Node Analysis Network -Grid 27 Peach Bottom Atomic Power Station Evacuation Time Estimate K-29 KLD Engineering, P.C.Rev. 0 Figure K-29. Link-Node Analysis Network -Grid 28 Peach Bottom Atomic Power Station Evacuation Time Estimate K-30 KLD Engineering, P.C.Rev. 0

-------------------

7 C S~PhOsanO O-ct Johnson M#I, Rd '0 C 1366 Grid 29 1365., 0 1361 4 Ln 1348.4'0'Figure K-30. Link-Node Analysis Network -Grid 29 Peach Bottom Atomic Power Station Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 Figure K-31. Link-Node Analysis Network -Grid 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 Figure K-32. Link-Node Analysis Network -Grid 31 Peach Bottom Atomic Power Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 b C\o 0 'C)C)Coo/l V 251 1:?288~AednCC)S C)4P 261 1714 8263 T Snake Ln 1715-I, 5=C -0 C, h'-,-7I-Figure K-33. Link-Node Analysis Network -Grid 32 Peach Bottom Atomic Power Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 Figure K-34. Link-Node Analysis Network -Grid 33 Peach Bottom Atomic Power Station Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 S.,a~I_L Figure K-35. Link-Node Analysis Network -Grid 34 Peach Bottom Atomic Power Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics I 1L 3 1-95 I-KIEWAY 4/54 1 LL JIU ZLbL/U3J4 2 1 116 1-95 S OFF-RAMP TO SR 222 FREEWAY RAMP 1862 1 12 4 1750 45 34 3 1 120 1-95 FREEWAY 1421 3 12 10 2250 70 34 4 3 1 1-95 FREEWAY 4734 3 12 10 2250 70 34 5 3 4 1-95 FREEWAY 3412 3 12 10 2250 70 34 6 4 3 1-95 FREEWAY 3412 3 12 10 2250 70 34 7 4 5 1-95 FREEWAY 5098 3 12 10 2250 70 34 8 5 4 1-95 FREEWAY 5098 3 12 10 2250 70 34 9 5 8 1-95 FREEWAY 3204 3 12 10 2250 70 34 10 6 5 1-95 FREEWAY 2786 3 12 10 2250 70 34 11 7 6 1-95 FREEWAY 3437 3 12 10 2250 70 25 12 7 9 1-95 FREEWAY 2052 3 12 10 2250 70 26 13 8 7 1-95 FREEWAY 3131 3 12 10 2250 70 25 14 9 7 1-95 FREEWAY 2052 3 12 10 2250 70 26 15 10 120 1-95 FREEWAY 1911 3 12 10 2250 70 34 16 10 1815 1-95 FREEWAY 877 3 12 10 2250 70 34 17 11 12 1-95 FREEWAY 2322 3 12 10 2250 70 34 18 11 1815 1-95 FREEWAY 594 3 12 10 2250 70 34 19 12 11 1-95 FREEWAY 2324 3 12 10 2250 70 34 20 12 25 1-95 FREEWAY 3056 3 12 10 2250 70 34 21 13 24 1-95 FREEWAY 4183 3 12 0 2250 70 33 22 13 25 1-95 FREEWAY 1310 3 12 10 2250 70 34 23 14 15 1-95 FREEWAY 2750 3 12 10 2250 70 33 24 14 24 1-95 FREEWAY 2334 3 12 10 2250 70 33 25 15 14 1-95 FREEWAY 2750 3 12 10 2250 70 33 26 15 16 1-95 FREEWAY 2186 3 12 10 2250 70 33 Peach Bottom Atomic Power Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 27 16 15 1-95 FREEWAY 2187 3 12 10 2250 70 33 28 16 17 1-95 FREEWAY 2483 3 12 10 2250 70 33 29 17 16 1-95 FREEWAY 2484 3 12 10 2250 70 33 30 17 18 1-95 FREEWAY 3331 3 12 10 2250 70 33 31 18 17 1-95 FREEWAY 3330 3 12 10 2250 70 33 32 18 19 1-95 FREEWAY 8632 3 12 10 2250 70 33 33 19 18 1-95 FREEWAY 8632 3 12 10 2250 70 33 34 19 20 1-95 FREEWAY 2609 3 12 10 2250 70 33 35 20 19 1-95 FREEWAY 2609 3 12 10 2250 70 33 36 20 21 1-95 FREEWAY 2571 3 12 10 2250 70 33 37 21 20 1-95 FREEWAY 2573 3 12 10 2250 70 33 38 21 22 1-95 FREEWAY 3232 3 12 10 2250 70 33 39 22 21 1-95 FREEWAY 3234 3 12 10 2250 70 33 40 22 23 1-95 FREEWAY 2484 3 12 10 2250 70 32 41 23 22 1-95 FREEWAY 2479 3 12 10 2250 70 32 42 23 1925 1-95 FREEWAY 1426 3 12 10 2250 70 32 43 24 13 1-95 FREEWAY 4183 3 12 0 2250 70 33 44 24 14 1-95 FREEWAY 2332 3 12 10 2250 70 33 45 25 12 1-95 FREEWAY 3056 3 12 10 2250 70 34 46 25 13 1-95 FREEWAY 1311 3 12 10 2250 70 34 47 26 27 US-1 N ON-RAMP FROM PA 10 FREEWAY RAMP 952 1 12 4 1700 45 19 48 27 28 US-1 FREEWAY 3588 2 12 10 2250 65 19 49 27 1924 US-1 FREEWAY 1056 2 12 10 2250 65 19 50 28 27 US-1 FREEWAY 3585 2 12 10 2250 65 19 51 28 29 US-1 FREEWAY 5436 2 12 10 2250 65 19 52 29 28 US-1 FREEWAY 5436 2 12 10 2250 65 19 53 29 30 US-1 FREEWAY 1842 2 12 10 2250 65 19 54 30 29 US-1 FREEWAY 1842 2 12 10 2250 65 19 Peach Bottom Atomic Power Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 55 30 31 US-1 FREEWAY 1276 2 12 10 2250 65 19 56 31 30 US-1 FREEWAY 1276 2 12 10 2250 65 19 57 31 32 US-1 FREEWAY 6075 2 12 10 2250 65 18 58 32 31 US-1 FREEWAY 6075 2 12 10 2250 65 18 59 32 91 US-1 FREEWAY 5916 2 12 10 2250 65 18 60 33 34 US-1 FREEWAY 1697 2 12 10 2250 65 18 61 33 91 US-1 FREEWAY 2106 2 12 10 2250 65 18 62 34 33 US-1 FREEWAY 1696 2 12 10 2250 65 18 63 34 35 US-1 FREEWAY 4115 2 12 10 2250 65 18 64 35 34 US-1 FREEWAY 4115 2 12 10 2250 65 18 65 35 36 US-1 FREEWAY 1897 2 12 10 2250 65 18 66 36 35 US-1 FREEWAY 1898 2 12 10 2250 65 18 67 36 37 US-1 MINOR ARTERIAL 1690 2 12 10 1900 55 18 68 37 36 US-1 MINOR ARTERIAL 1690 2 12 10 1900 55 18 69 37 1888 US-1 COLLECTOR 1566 1 12 10 1700 60 18 70 38 39 US-1 COLLECTOR 1924 1 12 10 1700 60 18 71 38 1888 US-1 COLLECTOR 1074 1 12 10 1700 60 18 72 39 38 US-1 COLLECTOR 1925 1 12 10 1700 60 18 73 39 40 US-1 COLLECTOR 2143 1 12 10 1700 60 18 74 40 39 US-1 COLLECTOR 2144 1 12 10 1700 60 18 75 40 41 US-1 COLLECTOR 1582 1 12 10 1700 60 25 76 41 40 US-1 COLLECTOR 1581 1 12 10 1700 60 25 77 41 42 US-1 COLLECTOR 3332 1 12 10 1700 60 25 78 42 41 US-1 COLLECTOR 3330 1 12 10 1700 60 25 79 42 43 US-1 COLLECTOR 2072 1 12 10 1750 60 25 80 43 42 US-1 COLLECTOR 2075 1 12 10 1700 60 25 81 43 44 US-1 COLLECTOR 2775 1 12 10 1700 60 25 82 44 43 US-1 COLLECTOR 2772 1 12 10 1750 60 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0
? 1 44 1/bV Ub-I LULLtL IUK L U-' ] I I IL lU I /UU bU LD 84 45 46 US-i COLLECTOR 2920 1 12 10 1700 45 25 85 45 1769 US-1 COLLECTOR 573 1 12 10 1700 60 25 86 46 45 US-1 COLLECTOR 2920 1 12 10 1750 45 25 87 46 47 US-1 COLLECTOR 1636 1 12 10 1700 45 25 88 47 46 US-1 COLLECTOR 1642 1 12 10 1700 45 25 89 47 48 US-1 COLLECTOR 1974 1 12 10 1700 45 24 90 48 47 US-1 COLLECTOR 1979 1 12 10 1700 45 24 91 48 49 US-1 COLLECTOR 3798 1 12 10 1700 45 24 92 49 48 US-1 COLLECTOR 3798 1 12 10 1700 45 24 93 49 50 US-1 COLLECTOR 2079 1 12 4 1700 55 24 94 50 49 US-1 COLLECTOR 2070 1 12 4 1700 55 24 95 50 51 US-1 COLLECTOR 3633 1 12 4 1750 55 24 96 51 50 US-1 COLLECTOR 3633 1 12 4 1700 55 24 97 51 52 US-1 COLLECTOR 2690 1 12 4 1700 55 24 98 52 51 US-1 COLLECTOR 2692 1 12 4 1750 55 24 99 52 53 US-1 COLLECTOR 5722 1 12 4 1750 55 24 100 53 52 US-1 COLLECTOR 5719 1 12 4 1700 55 24 101 53 54 US-1 COLLECTOR 3430 1 12 2 1700 45 24 102 54 53 US-1 COLLECTOR 3429 1 12 2 1750 45 24 103 54 55 US-1 COLLECTOR 1705 1 12 2 1700 45 24 104 55 54 US-1 COLLECTOR 1697 2 12 2 1900 45 24 105 55 56 US-1 COLLECTOR 2959 1 11 0 1700 45 24 106 55 92 MD SR 222 COLLECTOR 3098 1 11 0 1700 55 24 107 56 55 US-1 COLLECTOR 2959 1 11 0 1700 45 24 108 56 57 US-1 COLLECTOR 1376 1 11 0 1700 45 24 109 57 56 US-1 COLLECTOR 1376 1 11 0 1700 45 24 110 57 58 US-1 COLLECTOR 983 1 12 8 1700 50 24 Peach Bottom Atomic Power Station Evacuation Time Estimate K-40 KLD Engineering, P.C.Rev. 0 112 58 59 US-1 COLLECTOR 1284 1 12 8 1700 50 24 113 59 58 US-1 COLLECTOR 1284 1 12 8 1700 50 24 114 59 1767 US-1 COLLECTOR 2949 2 12 8 1900 50 24 115 60 61 US-1 COLLECTOR 1310 1 12 10 1700 55 23 116 60 264 MD SR 623 COLLECTOR 984 1 11 0 1700 40 23 117 60 1768 US-1 COLLECTOR 1497 1 12 8 1700 50 23 118 61 60 US-1 COLLECTOR 1309 1 12 10 1750 55 23 119 61 62 US-1 COLLECTOR 1677 1 12 10 1700 55 23 120 62 61 US-1 COLLECTOR 1677 1 12 10 1700 55 23 121 62 63 US-1 COLLECTOR 4012 1 12 10 1700 55 23 122 63 62 US-1 COLLECTOR 4012 1 12 10 1700 55 23 123 63 64 US-1 COLLECTOR 2519 1 12 10 1700 55 23 124 64 63 US-1 COLLECTOR 2518 1 12 10 1700 55 23 125 64 90 US-1 COLLECTOR 1184 1 12 10 1700 55 23 126 64 318 MD SR 440 LOCAL ROADWAY 1959 1 11 0 1575 35 23 127 65 66 US-1 COLLECTOR 4210 1 12 10 1700 55 23 128 65 90 US-1 COLLECTOR 1811 1 12 10 1700 55 23 129 66 65 US-1 COLLECTOR 4210 1 12 10 1700 55 23 130 66 67 US-1 COLLECTOR 3141 1 12 10 1700 55 23 131 67 66 US-1 COLLECTOR 3141 1 12 10 1700 55 23 132 67 68 US-1 COLLECTOR 518 1 12 10 1750 55 23 133 68 67 US-1 COLLECTOR 518 1 12 10 1700 55 23 134 68 69 US-1 COLLECTOR 3191 1 12 10 1700 55 23 135 68 243 MD SR 136 COLLECTOR 1006 1 12 0 1700 50 23 136 69 68 US-1 COLLECTOR 3192 1 12 10 1750 55 23 137 69 70 US-1 COLLECTOR 1551 1 12 10 1700 55 23 138 70 69 US-1 COLLECTOR 1557 1 12 10 1700 55 23 Peach Bottom Atomic Power Station Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 139 70 71 us-i COLLECTOR 2187 1 12 10 1700 55 22 140 71 70 US-1 COLLECTOR 2187 1 12 10 1700 55 22 141 71 72 US-1 COLLECTOR 1631 1 12 10 1700 55 22 142 72 71 US-1 COLLECTOR 1629 1 12 10 1700 55 22 143 72 73 US-1 COLLECTOR 3504 1 12 10 1700 55 22 144 73 72 US-1 COLLECTOR 3504 1 12 10 1700 55 22 145 73 74 US-1 COLLECTOR 4010 1 12 10 1700 55 31 146 74 73 US-1 COLLECTOR 4010 1 12 10 1700 55 31 147 74 75 US-1 COLLECTOR 1933 1 12 10 1700 55 31 148 75 74 US-1 COLLECTOR 1933 1 12 10 1700 55 31 149 75 76 US-1 COLLECTOR 4858 1 12 10 1700 55 31 150 76 75 US-1 COLLECTOR 4858 1 12 10 1700 55 31 151 76 77 US-1 COLLECTOR 5932 1 12 10 1700 55 31 152 77 76 US-1 COLLECTOR 5932 1 12 10 1700 55 31 153 77 1845 US-1 COLLECTOR 893 1 12 10 1700 55 29 154 78 79 US-1 MINOR ARTERIAL 3011 2 12 10 1750 55 29 155 78 472 MD SR 543 COLLECTOR 1084 1 12 0 1700 50 29 156 78 1845 US-1 MINOR ARTERIAL 2003 2 12 10 1900 55 29 157 79 78 US-1 MINOR ARTERIAL 3010 2 12 10 1750 55 29 158 79 80 US-1 MINOR ARTERIAL 1383 2 12 4 1750 45 29 159 79 599 MD SR 23 COLLECTOR 1128 1 12 4 1750 45 29 160 80 79 US-1 MINOR ARTERIAL 1383 2 12 4 1750 45 29 161 80 81 US-1 MINOR ARTERIAL 1358 2 12 10 1900 55 30 162 80 1478 US-1 BUSINESS COLLECTOR 1788 1 12 4 1700 45 30 163 81 80 US-1 MINOR ARTERIAL 1358 2 12 10 1750 55 30 164 81 89 US-1 COLLECTOR 2492 1 12 10 1700 55 30 165 82 83 US-1 COLLECTOR 956 1 12 10 1700 55 30 166 82 89 US-1 COLLECTOR 2152 1 12 10 1700 55 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 0/- U6-i (-ULL-L.IUH U !156 1 IL 0U I/UU 55 iU 168 83 84 US-1 MINOR ARTERIAL 1233 2 12 4 1900 55 30 169 84 83 US-1 MINOR ARTERIAL 1234 2 12 4 1900 55 30 170 84 85 US-1 MINOR ARTERIAL 2220 2 12 4 1900 55 30 171 85 84 US-1 MINOR ARTERIAL 2220 2 12 4 1900 55 30 172 85 86 US-1 MINOR ARTERIAL 2034 2 12 4 1900 55 30 173 86 85 US-1 MINOR ARTERIAL 2034 2 12 4 1900 55 30 174 86 87 US-1 MINOR ARTERIAL 1437 2 12 4 1750 55 30 175 87 86 US-1 MINOR ARTERIAL 1437 2 12 4 1900 55 30 176 87 1696 MD SR 24 COLLECTOR 1411 1 12 10 1700 55 30 177 87 1926 US-1 MINOR ARTERIAL 1352 2 12 4 1900 55 30 178 88 1926 Us-1 COLLECTOR 1257 1 12 4 1700 55 30 179 88 1927 US-1 COLLECTOR 602 1 12 4 1275 55 30 180 89 81 US-1 COLLECTOR 2492 1 12 10 1700 55 30 181 89 82 US-1 COLLECTOR 2152 1 12 10 1700 55 30 182 90 64 US-1 COLLECTOR 1184 1 12 10 1700 55 23 183 90 65 US-1 COLLECTOR 1806 1 12 10 1700 55 23 184 91 32 US-1 FREEWAY 5916 2 12 10 2250 65 18 185 91 33 uS-1 FREEWAY 2106 2 12 10 2250 65 18 186 92 94 MD SR 222 COLLECTOR 2697 1 11 0 1700 55 24 187 94 95 MD SR 222 COLLECTOR 5791 1 11 0 1700 55 24 188 95 96 MD SR 222 COLLECTOR 2194 1 11 0 1700 55 24 189 96 97 MD SR 222 COLLECTOR 838 1 11 0 1700 55 24 190 97 98 MD SR 222 COLLECTOR 3845 1 11 0 1700 55 24 191 98 99 MD SR 222 COLLECTOR 2314 1 11 0 1700 55 24 192 99 100 MD SR 222 COLLECTOR 365 1 11 0 1700 40 24 193 100 102 MD SR 222 COLLECTOR 2652 1 11 0 1700 40 24 194 102 103 MD SR 222 LOCAL ROADWAY 607 1 10 0 1750 30 33 Peach Bottom Atomic Power Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 195+ 103 104 MDSR222 LOCALROADWAY 2367 1 10 0 1350 30 33 196 104 105 MD SR 222 LOCAL ROADWAY 1931 1 10 0 1750 30 33 197 105 106 MD SR 222 LOCAL ROADWAY 2400 1 10 0 1350 30 33 198 106 107 MD SR 222 LOCAL ROADWAY 496 1 10 0 1125 25 33 199 107 108 MD SR 222 COLLECTOR 1615 2 11 0 1900 40 33 200 108 109 MD SR 222 COLLECTOR 482 2 11 0 1900 40 33 201 109 110 MD SR 222 COLLECTOR 1018 1 12 1 1700 50 33 202 110 111 MD SR 222 COLLECTOR 1625 1 12 1 1700 50 33 203 111 112 MD SR 222 COLLECTOR 1595 1 12 1 1700 50 34 204 112 113 MD SR 222 COLLECTOR 4042 1 12 1 1700 50 34 205 113 114 MD SR 222 COLLECTOR 894 1 12 1 1700 50 34 206 114 1739 MD SR 222 COLLECTOR 1570 1 12 1 1700 50 34 207 115 1740 MD SR 222 COLLECTOR 163 1 12 4 1700 45 34 208 116 117 MD SR 222 COLLECTOR 1583 1 12 4 1750 45 34 209 117 1741 MD SR 222 COLLECTOR 662 1 12 4 1700 45 34 210 118 119 MD SR 222 COLLECTOR 1153 1 12 4 1700 45 34 211 119 1743 MD SR 222 COLLECTOR 1035 1 12 4 1750 45 34 212 120 1 1-95 FREEWAY 1419 3 12 10 2250 70 34 213 120 10 1-95 FREEWAY 1911 3 12 10 2250 70 34 214 120 117 1-95 N OFF-RAMP TO SR 222 FREEWAY RAMP 1213 1 12 4 1750 30 34 215 121 118 MD SR 824 COLLECTOR 270 1 12 1 1750 45 34 216 122 115 MD SR 824 COLLECTOR 944 1 12 1 1750 45 34 217 123 124 MD SR 273 COLLECTOR 317 1 12 0 1750 15 25 218 124 125 MD SR 273 COLLECTOR 234 1 12 0 675 15 25 219 125 127 MD SR 273 COLLECTOR 2592 1 12 4 1700 45 25 220 125 139 MD SR 276 COLLECTOR 320 1 12 0 675 15 25 221 126 1770 MD SR 276 COLLECTOR 620 1 12 4 1700 45 25 222 127 129 MD SR 273 LOCAL ROADWAY 2159 1 11 0 1750 35 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 223 129 130 MDSR273 LOCAL ROADWAY 301 1 11 0 1350 30 25 224 130 213 N WALNUT ST LOCAL ROADWAY 2620 1 12 0 1350 30 25 225 130 1747 MD SR 273 LOCAL ROADWAY 1236 1 11 0 1750 30 25 226 131 132 MD SR 273 LOCAL ROADWAY 1175 1 11 0 1575 35 25 227 132 1749 MD SR 273 COLLECTOR 7115 1 12 4 1700 45 25 228 134 135 MD SR 273 COLLECTOR 1670 1 12 8 1700 55 25 229 135 136 MD SR 273 COLLECTOR 1180 1 12 8 1700 55 25 230 136 137 MD SR 273 COLLECTOR 1646 1 12 8 1700 55 26 231 137 138 MD SR 273 COLLECTOR 1604 1 12 8 1700 55 26 232 138 1750 MD SR 273 COLLECTOR 3086 1 12 8 1750 55 26 233 139 126 MD SR 276 COLLECTOR 1403 1 12 4 1700 45 25 234 141 124 MD SR 276 COLLECTOR 6108 1 12 8 1750 55 25 235 142 141 MD SR 276 COLLECTOR 1798 1 12 8 1700 55 25 236 142 1791 BARNES CORNER ROAD COLLECTOR 2288 1 11 0 1700 40 25 237 143 142 MD SR 276 COLLECTOR 1600 1 12 8 1750 55 25 238 144 143 MD SR 276 COLLECTOR 1287 1 12 8 1700 55 25 239 145 144 MD SR 276 COLLECTOR 1776 1 12 8 1700 55 25 240 147 145 MD SR 276 COLLECTOR 7700 1 12 8 1700 55 25 241 148 147 MD SR 276 COLLECTOR 1925 1 12 8 1700 55 25 242 148 149 MD SR 276 COLLECTOR 4561 1 12 8 1750 55 25 243 149 148 MD SR 276 COLLECTOR 4561 1 12 8 1700 55 25 244 149 1887 MD SR 275 COLLECTOR 472 1 12 8 1700 55 25 245 150 151 MD SR 275 COLLECTOR 4047 1 12 8 1700 55 25 246 151 115 MD SR 275 COLLECTOR 4771 1 12 8 1750 55 34 247 152 148 CAMP MEETING GROUND RD COLLECTOR 435 1 12 4 1700 45 25 248 154 152 CAMP MEETING GROUND RD COLLECTOR 954 1 12 4 1700 45 25 249 159 149 MD SR 276 COLLECTOR 2002 1 12 8 1750 45 25 250 160 159 MD SR 276 COLLECTOR 3642 1 12 8 1700 45 24 Peach Bottom Atomic Power Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 251 160 163 MDSR276 COLLECTOR 2796 1 12 8 1700 45 33 252 161 160 DRIVEWAY LOCAL ROADWAY 1007 1 12 0 1575 35 24 253 163 1788 MD SR 276 COLLECTOR 2095 1 12 8 1700 45 33 254 164 165 PA SR 272 COLLECTOR 3416 1 12 1 1700 50 17 255 164 680 US-222 COLLECTOR 1149 1 12 4 1700 45 17 256 165 166 PA SR 272 COLLECTOR 460 1 12 1 1575 35 17 257 166 167 PA SR 272 COLLECTOR 2271 1 12 1 1700 50 17 258 167 168 PA SR 272 COLLECTOR 1641 1 12 1 1700 50 17 259 168 169 PA SR 272 COLLECTOR 2231 1 12 1 1700 50 17 260 169 170 PA SR 272 COLLECTOR 3359 1 12 1 1700 50 17 261 170 171 PA SR 272 COLLECTOR 3680 1 12 1 1700 50 17 262 171 172 PA SR 272 COLLECTOR 989 1 12 1 1750 50 17 263 172 174 PA SR 272 COLLECTOR 4826 1 12 1 1700 55 17 264 174 175 PA SR 272 COLLECTOR 2440 1 12 1 1700 55 17 265 175 176 PA SR 272 COLLECTOR 778 1 12 1 1700 40 18 266 176 178 PA SR 272 COLLECTOR 3595 1 12 1 1700 55 18 267 178 1569 PA SR 272 COLLECTOR 1584 1 12 1 1700 55 18 268 179 180 PA SR 272 COLLECTOR 1478 1 12 1 1700 45 18 269 180 181 PA SR 272 COLLECTOR 1355 1 12 1 1700 45 18 270 181 182 PA SR 272 COLLECTOR 836 1 12 1 1700 45 18 271 182 184 PA SR 272 COLLECTOR 1121 1 12 1 1700 45 18 272 184 185 PA SR 272 COLLECTOR 1831 1 12 1 1700 45 18 273 185 186 PA SR 272 COLLECTOR 396 1 12 1 1700 45 18 274 186 187 PA SR 272 COLLECTOR 3454 1 12 1 1700 55 18 275 187 188 PA SR 272 COLLECTOR 3224 1 12 1 1700 55 18 276 188 189 PA SR 272 COLLECTOR 1839 1 12 1 1700 55 18 277 189 190 PA SR 272 COLLECTOR 920 1 12 1 1700 55 18 Peach Bottom Atomic Power Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 278 190 1754 US-i N UN-KAMP FRUM PA !1 272 FREEWAY RAMP 90 1 12 4 1350 30 18 279 190 1755 PASR 272 COLLECTOR 96 1 11 1 1700 40 18 280 191 192 PA SR 272 COLLECTOR 994 1 11 1 1700 40 18 281 191 1752 PA SR 272 COLLECTOR 1010 1 11 1 1750 40 18 282 192 193 PA SR 272 COLLECTOR 4944 1 11 1 1700 55 18 283 193 194 PA SR 272 COLLECTOR 2488 1 11 1 1700 55 19 284 194 195 PA SR 272 COLLECTOR 1783 1 11 1 1700 55 19 285 195 1792 PA SR 272 COLLECTOR 1525 1 11 1 1700 55 19 286 197 198 MD SR 274 COLLECTOR 1091 1 12 8 1700 45 25 287 197 202 MD SR 274 COLLECTOR 1734 1 12 8 1700 45 25 288 198 199 MD SR 274 COLLECTOR 1885 1 12 8 1700 45 25 289 199 200 MD SR 274 LOCAL ROADWAY 1082 1 12 0 1350 30 25 290 200 129 MD SR 274 LOCAL ROADWAY 1290 1 12 0 1750 30 25 291 201 197 PIERCE RD LOCAL ROADWAY 1237 1 11 0 1350 30 25 292 202 203 MD SR 274 COLLECTOR 1619 1 12 8 1700 45 25 293 203 204 MD SR 274 COLLECTOR 1001 1 12 8 1700 45 25 294 204 205 MD SR 274 COLLECTOR 1083 1 12 8 1700 45 25 295 205 206 MD SR 274 COLLECTOR 1335 1 12 8 1700 45 25 296 206 207 MD SR 274 COLLECTOR 2288 1 12 8 1700 55 25 297 207 208 MD SR 274 COLLECTOR 3520 1 12 8 1700 55 25 298 208 209 MD SR 274 COLLECTOR 742 1 12 8 1700 55 25 299 209 210 MD SR 274 COLLECTOR 1037 1 12 8 1700 55 25 300 210 211 MD SR 274 COLLECTOR 1052 1 12 8 1700 55 25 301 211 212 MD SR 274 COLLECTOR 970 1 12 8 1700 55 25 302 213 214 N WALNUT ST LOCAL ROADWAY 963 1 12 0 1350 30 25 303 214 43 N WALNUT ST LOCAL ROADWAY 671 1 12 0 1750 30 25 304 215 123 MD SR 273 COLLECTOR 2107 1 12 4 1700 45 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0 305 216 215 CHARLES JOHNSON FARM LN LOCAL ROADWAY 770 1 10 0 1350 30 25 306 217 218 MD SR 269 COLLECTOR 2519 1 11 0 1350 40 24 307 217 227 MD SR 269 COLLECTOR 3698 1 11 0 1700 40 24 308 218 219 MD SR 269 COLLECTOR 2081 1 11 0 1350 40 24 309 219 220 MD SR 269 COLLECTOR 564 1 11 0 1350 40 24 310 220 221 MD SR 269 COLLECTOR 2511 1 11 0 1350 40 24 311 221 222 MD SR 269 COLLECTOR 472 1 10 0 1350 30 24 312 222 224 MD SR 269 COLLECTOR 1486 1 10 0 1350 30 24 313 224 225 MD SR 269 COLLECTOR 907 1 10 0 1350 30 24 314 225 226 MD SR 269 COLLECTOR 321 1 10 0 1350 30 33 315 226 103 MD SR 269 COLLECTOR 394 1 10 0 1750 30 33 316 227 228 MD SR 269 COLLECTOR 1866 1 11 0 1700 40 24 317 228 230 MD SR 269 COLLECTOR 1301 1 11 0 1700 40 24 318 230 231 MD SR 269 COLLECTOR 1571 1 11 0 1700 40 24 319 231 232 MD SR 269 COLLECTOR 745 1 11 0 1700 40 24 320 232 233 MD SR 269 COLLECTOR 1895 1 11 0 1700 40 24 321 233 234 MD SR 269 COLLECTOR 624 1 11 0 1700 40 24 322 234 235 MD SR 269 LOCAL ROADWAY 3921 1 11 0 1350 30 24 323 235 236 MD SR 269 LOCAL ROADWAY 2868 1 11 0 1350 30 25 324 236 142 MD SR 269 COLLECTOR 4202 1 11 0 1750 45 25 325 237 217 DR JACK RD COLLECTOR 1016 1 12 0 1575 35 24 326 238 217 DR JACK RD COLLECTOR 766 1 12 0 1575 35 24 327 243 244 MD SR 136 COLLECTOR 5480 1 12 0 1700 50 23 328 244 245 MD SR 136 COLLECTOR 1305 1 12 0 1700 50 23 329 245 246 MD SR 136 COLLECTOR 1823 1 12 0 1700 50 32 330 246 247 MD SR 136 COLLECTOR 1543 1 12 0 1700 50 32 331 247 249 MD SR 136 COLLECTOR 2640 1 12 0 1700 50 32 332 249 250 MD SR 136 COLLECTOR 6903 1 12 0 1700 50 32 Peach Bottom Atomic Power Station Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0 333 250 251 MDSR136 COLLECTOR 2071 1 12 0 1700 50 32 334 251 253 MD SR 136 COLLECTOR 1571 1 12 0 1700 50 32 335 253 254 MD SR 136 COLLECTOR 555 1 12 0 1700 50 32 336 254 256 MD SR 136 COLLECTOR 2853 1 12 0 1700 50 32 337 256 257 MD SR 136 COLLECTOR 1843 1 12 0 1750 50 32 338 257 258 MD SR 136 COLLECTOR 2509 1 12 0 1700 45 32 339 257 284 MD SR 22 COLLECTOR 726 1 12 4 1750 45 32 340 257 307 MD SR 22 COLLECTOR 935 1 12 10 1700 45 32 341 258 259 MD SR 136 COLLECTOR 1608 1 12 0 1700 45 32 342 259 260 MD SR 136 COLLECTOR 1070 1 12 0 1700 45 32 343 260 261 MD SR 136 COLLECTOR 986 1 12 0 1700 45 32 344 261 262 MD SR 136 COLLECTOR 1127 1 12 0 1700 45 32 345 262 263 MD SR 136 COLLECTOR 643 1 12 0 1700 45 32 346 264 265 MD SR 161 COLLECTOR 764 1 12 4 1700 45 23 347 265 266 MD SR 161 COLLECTOR 1660 1 12 4 1700 45 23 348 266 267 MD SR 161 COLLECTOR 1408 1 12 4 1700 45 23 349 267 268 MD SR 161 COLLECTOR 559 1 12 4 1700 45 23 350 268 269 MD SR 161 COLLECTOR 951 1 12 4 1700 45 23 351 269 270 MD SR 161 COLLECTOR 1466 1 12 4 1700 45 23 352 270 271 MD SR 161 COLLECTOR 1415 1 12 4 1700 45 23 353 271 272 MD SR 161 COLLECTOR 1879 1 12 4 1700 45 23 354 272 273 MD SR 161 COLLECTOR 999 1 12 4 1700 45 23 355 273 274 MD SR 161 COLLECTOR 482 1 12 4 1700 45 32 356 274 275 MD SR 161 COLLECTOR 2291 1 12 4 1700 45 32 357 275 276 MD SR 161 COLLECTOR 1016 1 12 4 1700 45 32 358 276 277 MD SR 161 COLLECTOR 1565 1 12 4 1700 45 32 359 277 278 MD SR 161 COLLECTOR 654 1 12 4 1700 45 32 360 278 279 MD SR 161 COLLECTOR 1494 1 12 4 1700 45 32 Peach Bottom Atomic Power Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 36JI 2l8 28U MDU SKR 161 U ULLtU I UCK 14I7 1 2IL 4 7/UU 45 33 362 280 281 MD SR 161 COLLECTOR 1178 1 12 4 1700 45 33 363 281 282 MD SR 161 COLLECTOR 3919 1 12 4 1700 45 33 364 282 1505 MD SR 161 COLLECTOR 1620 1 12 4 1700 45 33 365 283 291 MD SR 15 COLLECTOR 3622 1 12 10 1700 55 33 366 284 257 MD SR 22 COLLECTOR 726 1 12 4 1750 45 32 367 284 299 MD SR 22 COLLECTOR 932 1 12 10 1700 45 32 368 285 284 MD SR 155 COLLECTOR 479 1 11 0 1750 45 32 369 286 285 MD SR 155 COLLECTOR 1693 1 11 0 1700 45 32 370 287 286 MD SR 155 COLLECTOR 7325 1 11 0 1700 45 32 371 288 287 MD SR 155 COLLECTOR 1494 1 11 0 1700 45 32 372 289 288 MD SR 155 COLLECTOR 2561 1 11 0 1700 45 32 373 290 283 MD SR 155 COLLECTOR 3367 1 11 0 1700 45 32 374 290 289 MD SR 155 COLLECTOR 2618 1 11 0 1700 45 32 375 291 292 MD SR 155 COLLECTOR 1744 1 12 10 1750 55 33 376 292 297 MD SR 155 COLLECTOR 3291 1 12 10 1700 55 33 377 293 294 MD SR 155 COLLECTOR 2436 1 12 10 1700 55 33 378 294 17 1-95SON-RAMPFROMMDSR FREEWAY RAMP 1421 1 12 4 1700 45 33 155 379 294 295 MD SR 155 COLLECTOR 1723 1 12 10 1700 55 33 380 295 296 MD SR 155 COLLECTOR 1467 1 12 10 1750 55 33 381 296 1719 MD SR 155 COLLECTOR 3279 11 12 4 1750 40 33 382 297 293 MD SR 155 COLLECTOR 2619 1 12 10 1700 55 33 383 298 290 HOPEWELL RD COLLECTOR 1205 1 12 4 1700 45 32 384 299 300 MD SR 22 COLLECTOR 1767 1 12 10 1700 45 32 385 300 301 MD SR 22 COLLECTOR 985 1 12 10 1700 45 32 386 301 1822 MD SR 22 COLLECTOR 316 1 12 10 1700 45 32 387 302 303 MD SR 22 COLLECTOR 1447 1 12 10 1700 55 32 Peach Bottom Atomic Power Station Evacuation Time Estimate K-SO KLD Engineering, P.C.Rev. 0 388 303 304 MD SR 22 COLLECTOR 1224 1 12 10 1700 55 32 389 304 305 MD SR 22 COLLECTOR 1353 1 12 10 1700 55 32 390 305 306 MD SR 22 COLLECTOR 1626 1 12 10 1700 55 32 391 306 1714 MD SR 22 COLLECTOR 2604 1 12 10 1700 45 32 392 307 308 MD SR 22 COLLECTOR 2715 1 12 10 1700 45 32 393 308 1823 MD SR 22 COLLECTOR 2492 1 12 10 1750 50 32 394 309 1825 MD SR 22 COLLECTOR 1182 1 12 4 1750 50 32 395 310 311 MD SR 22 COLLECTOR 744 1 12 4 1750 50 31 396 311 312 MD SR 22 COLLECTOR 1912 1 12 4 1700 50 31 397 312 1827 MD SR 22 COLLECTOR 4085 1 12 4 1700 50 31 398 313 314 MD SR 22 MINOR ARTERIAL 3077 2 12 0 1750 50 31 399 314 1708 MD SR 22 MINOR ARTERIAL 1225 2 12 0 1750 50 31 400 315 316 MD SR 22 MINOR ARTERIAL 2323 2 12 0 1900 45 30 401 316 1830 MD SR 22 MINOR ARTERIAL 975 3 12 0 1750 35 30 402 318 319 MD SR 440 LOCAL ROADWAY 418 1 11 0 1575 35 23 403 319 320 MD SR 440 LOCAL ROADWAY 490 1 11 0 1575 35 23 404 320 321 MD SR 440 LOCAL ROADWAY 540 1 11 0 1575 35 23 405 321 322 MD SR 440 LOCAL ROADWAY 2262 1 11 0 1575 35 23 406 322 323 MD SR 440 LOCAL ROADWAY 3813 1 11 0 1750 35 23 407 323 325 MD SR 440 LOCAL ROADWAY 3771 1 11 0 1575 35 23 408 323 409 MD SR 136 COLLECTOR 646 1 11 0 1575 35 23 409 325 326 MD SR 440 COLLECTOR 845 1 11 0 1700 45 23 410 326 327 MD SR 440 COLLECTOR 1032 1 11 0 1700 45 22 411 327 329 MD SR 440 COLLECTOR 2411 1 11 0 1700 45 22 412 329 330 MD SR 440 COLLECTOR 747 1 11 0 1700 45 22 413 330 332 MD SR 440 COLLECTOR 1647 1 11 0 1700 45 22 414 332 333 MD SR 440 COLLECTOR 1123 1 11 0 1700 45 22 415 333 335 MD SR 440 COLLECTOR 3046 1 11 0 1700 45 22 Peach Bottom Atomic Power Station Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 416 335 336 MDSR440 COLLECTOR 600 1 11 0 1700 45 22 417 336 337 MD SR 440 COLLECTOR 3262 1 11 0 1700 45 22 418 337 339 MD SR 440 COLLECTOR 1738 1 11 0 1700 45 22 419 339 459 MD SR 543 COLLECTOR 2338 1 12 0 1700 55 22 420 340 60 MD SR 623 COLLECTOR 1193 1 11 0 1750 40 23 421 341 340 MD SR 623 COLLECTOR 1120 1 11 0 1700 40 23 422 342 341 MD SR 623 COLLECTOR 2827 1 11 0 1700 40 23 423 344 342 MD SR 623 COLLECTOR 5195 1 11 0 1700 40 23 424 345 344 MD SR 623 COLLECTOR 1825 1 11 0 1700 40 23 425 346 345 MD SR 623 COLLECTOR 1604 1 11 0 1700 40 23 426 347 342 BERKLEY RD LOCAL ROADWAY 1522 1 12 0 1575 35 23 427 348 43 RED PUMP RD LOCAL ROADWAY 911 1 12 0 1750 30 25 428 350 365 MD SR 623 COLLECTOR 2075 1 12 1 1700 45 23 429 351 350 MD SR 623 COLLECTOR 1434 1 12 1 1700 45 23 430 353 351 MD SR 623 COLLECTOR 1478 1 12 1 1700 45 23 431 354 353 MD SR 623 COLLECTOR 2216 1 12 1 1700 45 23 432 355 1777 PA SR 10 LOCAL ROADWAY 227 1 12 0 1750 30 19 433 356 354 MD SR 623 COLLECTOR 1218 1 12 1 1700 45 23 434 357 356 MD SR 623 COLLECTOR 695 1 12 1 1700 45 23 435 358 357 MD SR 623 COLLECTOR 1207 1 12 1 1700 45 23 436 360 358 MD SR 623 COLLECTOR 6048 1 12 1 1700 45 23 437 362 360 MD SR 623 COLLECTOR 2566 1 12 1 1700 45 23 438 363 362 MD SR 623 COLLECTOR 986 1 12 1 1700 45 23 439 364 363 MD SR 623 COLLECTOR 1676 1 12 1 1700 45 16 440 365 346 MD SR 623 COLLECTOR 1628 1 11 0 1700 40 23 441 367 364 FLINTVILLE RD COLLECTOR 1612 1 11 0 1700 40 16 442 368 367 FLINTVILLE RD COLLECTOR 891 1 11 0 1700 40 16 443 370 368 FLINTVILLE RD COLLECTOR 3065 1 11 0 1700 40 15 Peach Bottom Atomic Power Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 444 371 370 FLINTVILLE RD COLLECTOR 1208 1 11 0 1700 40 15 445 372 371 FLINTVILLE RD COLLECTOR 852 1 11 0 1575 35 15 446 372 383 ATOM RD LOCAL ROADWAY 2940 1 11 0 1350 30 15 447 373 372 FLINTVILLE RD COLLECTOR 1724 1 11 0 1700 40 15 448 375 373 FLINTVILLE RD COLLECTOR 1461 1 11 0 1575 35 15 449 376 375 FLINTVILLE RD COLLECTOR 1119 1 11 0 1700 40 15 450 377 376 FLINTVILLE RD COLLECTOR 411 1 11 0 1700 40 15 451 378 377 FLINTVILLE RD COLLECTOR 1479 1 11 0 1700 40 15 452 378 1530 LAY RD COLLECTOR 2706 1 11 1 1700 45 15 453 379 378 FLINTVILLE RD COLLECTOR 1822 1 11 0 1700 40 15 454 379 380 FLINTVILLE RD COLLECTOR 1942 1 11 0 1700 40 15 455 380 381 FLINTVILLE RD COLLECTOR 1120 1 11 0 1700 40 15 456 381 1533 PAPER MILL RD LOCAL ROADWAY 3625 1 10 0 1350 30 15 457 383 384 ATOM RD LOCAL ROADWAY 3265 1 11 0 1350 30 15 458 384 385 ATOM RD LOCAL ROADWAY 997 1 11 0 1350 30 15 459 385 386 ATOM RD LOCAL ROADWAY 2555 1 11 0 1350 30 15 460 386 387 MAIN ST LOCAL ROADWAY 3070 1 11 0 1350 30 15 461 387 388 MAIN ST LOCAL ROADWAY 1775 1 11 0 1350 30 15 462 388 389 MAIN ST LOCAL ROADWAY 1334 1 11 0 1350 30 15 463 389 390 MAIN ST LOCAL ROADWAY 1140 1 11 0 1350 30 22 464 390 392 MAIN ST LOCAL ROADWAY 3038 1 11 0 1350 30 22 465 392 393 MD SR 136 MINOR ARTERIAL 3491 1 12 4 1700 55 22 466 392 414 MD SR 136 MINOR ARTERIAL 1408 2 12 0 1750 35 22 467 393 394 MD SR 136 COLLECTOR 915 1 12 8 1700 55 22 468 394 396 MD SR 136 COLLECTOR 8565 1 12 8 1700 55 22 469 396 397 MD SR 136 COLLECTOR 1061 1 12 8 1700 55 22 470 397 398 MD SR 136 COLLECTOR 1898 1 12 8 1700 55 22 471 398 399 MD SR 136 COLLECTOR 2377 1 12 8 1700 55 22 Peach Bottom Atomic Power Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 472 473 399 401 MIDSR 136 COLLECTOR 3979 1 12 8 1700 55 22+ + -4 + + F +401 403 MD SR 136 COLLECTOR 2035 1 12 8 1700 55 22 474 403 404 MD SR 136 COLLECTOR 2773 1 12 8 1700 45 23 475 404 405 MD SR 136 COLLECTOR 891 1 12 8 1700 45 23 476 405 406 MD SR 136 COLLECTOR 2360 1 12 8 1700 45 23 477 406 408 MD SR 136 COLLECTOR 1174 1 12 8 1575 35 23 478 408 323 MD SR 136 COLLECTOR 570 1 12 8 1750 35 23 479 409 410 MD SR 136 COLLECTOR 2234 1 11 0 1575 35 23 480 410 411 MD SR 136 COLLECTOR 832 1 11 0 1700 45 23 481 411 412 MD SR 136 COLLECTOR 902 1 11 0 1700 45 23 482 412 68 MD SR 136 COLLECTOR 622 1 11 0 1750 45 23 483 413 414 MD SR 165 COLLECTOR 3990 1 12 4 1750 55 22 484 414 415 MD SR 165 COLLECTOR 1806 1 12 8 1700 55 22 485 414 482 MD SR 136 COLLECTOR 2399 1 12 0 1700 45 22 486 415 416 MIDSR 165 COLLECTOR 3797 1 12 8 1700 55 22 487 416 417 MD SR 165 COLLECTOR 3233 1 12 8 1700 55 22 488 417 418 MD SR 165 COLLECTOR 2963 1 12 8 1700 55 22 489 418 419 MD SR 165 COLLECTOR 1316 1 12 8 1700 55 22 490 419 420 MD SR 165 COLLECTOR 2078 1 12 8 1700 55 21 491 419 449 MD SR 543 COLLECTOR 1034 1 12 0 1700 45 22 492 420 421 MD SR 165 COLLECTOR 2180 1 12 8 1700 55 21 493 421 422 MD SR 165 COLLECTOR 3536 1 12 8 1700 45 21 494 422 423 MD SR 165 COLLECTOR 1099 1 12 8 1700 45 21 495 423 1838 MD SR 165 COLLECTOR 1554 1 12 8 1700 45 21 496 424 425 MD SR 165 COLLECTOR 3461 1 12 4 1700 55 21 497 42 89 MD SR 165 AND SR 24 TRAFFIC COLLECTOR 294 1 12 4 900 20 21 424 1839 CIRCLE 498 425 426 MD SR 165 COLLECTOR 1390 1 12 4 1700 55 21 Peach Bottom Atomic Power Station Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 4" 4Lb 4-zs IVIU bK ]b! LULL-LIUK 4-I-t) IL 4 I/UU L I 500 428 429 MD SR 165 COLLECTOR 1192 1 12 4 1700 55 21 501 429 430 MD SR 165 COLLECTOR 1379 1 12 4 1750 55 21 502 430 431 MD SR 165 COLLECTOR 2778 1 12 4 1700 55 21 503 431 433 MD SR 165 COLLECTOR 2360 1 12 4 1700 55 21 504 433 434 MD SR 165 COLLECTOR 1327 1 12 4 1700 55 21 505 434 435 MD SR 165 COLLECTOR 1149 1 12 4 1700 55 21 506 435 436 MD SR 165 COLLECTOR 585 1 12 4 1700 55 21 507 436 437 MD SR 165 COLLECTOR 1886 1 12 4 1700 50 20 508 437 438 MD SR 165 COLLECTOR 1848 1 12 4 1700 50 20 509 438 440 MD SR 165 COLLECTOR 1927 1 12 4 1700 50 20 510 440 1437 MD SR 165 COLLECTOR 1981 1 12 4 1700 50 20 511 441 1442 MD SR 165 COLLECTOR 648 1 12 4 1700 50 20 512 442 444 MD SR 165 COLLECTOR 2891 1 12 0 1700 35 27 513 444 445 MD SR 165 COLLECTOR 672 1 12 0 1575 35 27 514 444 1902 MD SR 23 COLLECTOR 1879 1 12 0 1575 35 27 515 444 446 MD SR 165 COLLECTOR 2860 1 12 0 1575 35 27 516 446 447 MDSR 165 COLLECTOR 3192 1 12 0 1750 45 27 517 447 448 MD SR 165 COLLECTOR 1201 1 12 0 1700 45 27 518 449 450 MD SR 543 COLLECTOR 1221 1 12 0 1700 45 22 519 450 451 MD SR 543 COLLECTOR 3929 1 12 0 1700 55 22 520 451 452 MD SR 543 COLLECTOR 570 1 12 0 1700 45 22 521 452 453 MD SR 543 COLLECTOR 3339 1 12 0 1700 55 22 522 453 452 MD SR 543 COLLECTOR 4085 1 12 0 1700 55 22 523 455 456 MD SR 543 COLLECTOR 2339 1 12 0 1700 55 22 524 456 457 MD SR 543 COLLECTOR 2015 1 12 0 1700 55 22 525 457 339 MD SR 543 COLLECTOR 2894 1 12 0 1700 55 22 526 459 460 MD SR 543 COLLECTOR 1078 1 12 0 1700 55 22 Peach Bottom Atomic Power Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 527 460 461 MD SRS543 COLLECTOR 1361 1 12 0 1700 55 22 528 461 462 MDSR 543 COLLECTOR 2924 1 12 0 1700 55 22 529 462 463 MD SRS543 COLLECTOR 1399 1 12 0 1700 55 29 530 463 464 MD SR 543 COLLECTOR 936 1 12 0 1700 55 29 531 464 465 MDSR 543 COLLECTOR 1176 1 12 0 1700 55 29 532 465 466 MD SRS543 COLLECTOR 891 1 12 0 1700 55 29 533 466 467 MD SR 543 COLLECTOR 4747 1 12 0 1700 55 29 534 467 468 MD SR 543 COLLECTOR 1961 1 12 0 1700 55 29 535 468 469 MD SR 543 COLLECTOR 1585 1 12 0 1700 55 29 536 469 470 MD SR 543 COLLECTOR 1216 1 12 0 1700 45 29 537 470 471 MD SR 543 COLLECTOR 2262 1 12 0 1750 45 29 538 471 78 MD SR 543 COLLECTOR 1265 1 12 0 1750 45 29 539 471 1346 US-i BUSINESS COLLECTOR 1565 1 12 4 1700 45 29 540 472 78 MDSR 543 COLLECTOR 1082 1 12 0 1750 50 29 541 472 473 MD SRS543 COLLECTOR 933 1 12 0 1700 50 29 542 473 472 MD SRS543 COLLECTOR 935 1 12 0 1700 50 29 543 473 474 MDSR 543 COLLECTOR 1905 1 12 0 1700 50 29 544 474 473 MDSR 543 COLLECTOR 1905 1 12 0 1700 50 29 545 474 475 MDSR 543 COLLECTOR 1574 1 12 0 1700 50 30 546 475 476 MD SRS543 COLLECTOR 1012 1 12 0 1700 50 30 547 476 477 MD SR 543 COLLECTOR 2025 1 12 0 1700 50 30 548 477 478 MD SR 543 COLLECTOR 968 1 12 0 1750 50 31 549 478 479 MD SR 543 COLLECTOR 4173 1 12 0 1700 50 31 550 478 1934 SOUTHAMPTON RD LOCAL ROADWAY 1357 1 12 4 1350 30 31 551 479 313 MD SRS543 COLLECTOR 984 1 12 0 1750 50 31 552 480 474 PROSPECT MILL RD COLLECTOR 1596 1 12 0 1700 40 31 553 482 483 MD SR 136 COLLECTOR 1269 1 12 0 1700 45 22 554 483 484 MD SR 136 COLLECTOR 4052 1 12 0 1700 45 22 Peach Bottom Atomic Power Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 555 484 485 MD SR 136 COLLECTOR 1355 1 12 0 1700 45 21 556 485 487 MD SR 136 COLLECTOR 2646 1 12 0 1700 45 21 557 487 488 MD SR 136 COLLECTOR 1332 1 12 0 1700 45 21 558 488 489 MD SR 136 COLLECTOR 1713 1 12 0 1700 45 21 559 488 591 MD SR 624 COLLECTOR 1039 1 11 0 1700 50 21 560 489 490 MD SR 136 COLLECTOR 2618 1 12 0 1700 45 21 561 490 491 MD SR 136 COLLECTOR 2721 1 12 0 1700 45 21 562 491 494 MD SR 136 COLLECTOR 1055 1 12 0 1350 30 21 563 494 495 MD SR 136 COLLECTOR 1347 1 12 0 1350 30 21 564 495 496 MD SR 136 COLLECTOR 1456 1 12 0 1700 45 21 565 496 498 MD SR 136 COLLECTOR 3213 1 12 0 1700 55 21 566 496 550 MD SR 24 COLLECTOR 1383 1 12 0 1700 45 21 567 496 555 MD SR 24 COLLECTOR 2834 1 12 0 1700 45 21 568 498 499 MD SR 136 COLLECTOR 833 1 12 0 1700 55 21 569 499 500 MD SR 136 COLLECTOR 2695 1 12 0 1700 55 21 570 500 501 MD SR 136 COLLECTOR 1057 1 12 0 1700 55 21 571 501 502 MD SR 136 COLLECTOR 1076 1 12 0 1700 55 21 572 502 1456 MD SR 136 COLLECTOR 783 1 12 0 1750 55 21 573 504 505 MD SR 136 COLLECTOR 4418 1 12 0 1700 55 20 574 505 507 MD SR 136 COLLECTOR 2491 1 12 0 1700 55 20 575 507 508 MD SR 136 COLLECTOR 2119 1 12 0 1700 55 20 576 508 1466 MD SR 23 COLLECTOR 2116 1 12 1 1700 55 20 577 509 511 MD SR 24 COLLECTOR 1981 1 12 0 1700 45 21 578 511 513 MD SR 24 COLLECTOR 1493 1 12 0 1700 45 21 579 513 515 MD SR 24 COLLECTOR 2082 1 12 0 1700 45 21 580 515 517 MD SR 24 COLLECTOR 1527 1 12 0 1700 45 21 581 517 518 MD SR 24 COLLECTOR 863 1 12 0 1700 45 21 582 518 519 MD SR 24 COLLECTOR 806 1 12 0 1700 45 21 Peach Bottom Atomic Power Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 583 519 521 MD SR 24 COLLECTOR 2490 1 12 0 1700 45 21 584 521 522 MD SR 24 COLLECTOR 502 1 12 0 1700 45 21 585 522 523 MD SR 24 COLLECTOR 1289 1 12 0 1700 45 21 586 523 524 MD SR 24 COLLECTOR 874 1 12 0 1700 45 21 587 524 525 MD SR 24 COLLECTOR 902 1 12 0 1350 30 21 588 525 526 M-D SR 24 COLLECTOR 861 1 12 0 1350 30 21 589 526 527 MD SR 24 COLLECTOR 1237 1 12 0 1350 30 21 590 527 528 MD SR 24 COLLECTOR 381 1 12 0 1750 30 21 591 528 529 MD SR 24 COLLECTOR 457 1 12 0 1350 30 21 592 529 530 MD SR 24 COLLECTOR 896 1 12 0 1700 45 21 593 530 532 MD SR 24 COLLECTOR 1779 1 12 0 1700 45 21 594 532 533 MD SR 24 COLLECTOR 289 1 12 0 1700 45 21 595 533 534 MD SR 24 COLLECTOR 2333 1 12 0 1700 45 28 596 534 535 MD SR 24 COLLECTOR 718 1 12 0 1700 45 28 597 535 536 MD SR 24 COLLECTOR 2010 1 12 0 1700 45 28 598 536 537 MD SR 24 COLLECTOR 577 1 12 0 1700 45 28 599 537 538 MD SR 24 COLLECTOR 618 1 12 0 1700 45 28 600 538 539 MD SR 24 COLLECTOR 54S 1 12 0 1700 4S 28 601 539 1372 MD SR 24 COLLECTOR 2891 1 12 0 1700 50 28 602 541 542 MD SR 24 COLLECTOR 1084 1 12 0 1700 50 28 603 542 543 MD SR 24 LOCAL ROADWAY 2229 1 12 0 1750 35 28 604 543 S44 MD SR 24 LOCAL ROADWAY 1615 1 12 0 1S75 35 28 605 543 1403 W JARRETTSVILLE RD COLLECTOR 3551 1 11 0 157S 35 28 606 544 545 MD SR 24 COLLECTOR 1714 1 12 0 1750 50 28 607 545 546 MD SR 24 COLLECTOR 1142 1 12 4 1700 45 28 608 545 607 MD SR 23 COLLECTOR 4101 1 12 10 1700 60 28 609 546 545 MD SR 24 COLLECTOR 1138 1 12 4 1750 45 28 610 546 547 MD SR 24 COLLECTOR 1399 1 12 4 1750 45 28 Peach Bottom Atomic Power Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 611 547 546 MD SR 24 COLLECTOR 1399 1 12 4 1700 45 28 612 547 548 MD SR 24 COLLECTOR 2766 1 12 4 1750 45 28 613 548 1834 MD SR 24 MINOR ARTERIAL 2228 2 12 0 1750 45 30 614 549 1498 MD SR 24 MINOR ARTERIAL 497 2 12 0 1900 45 30 615 550 551 MD SR 24 COLLECTOR 3152 1 12 0 1700 45 21 616 551 553 MD SR 24 COLLECTOR 2487 1 12 0 1700 45 21 617 553 1837 MD SR 24 COLLECTOR 2810 1 12 0 1700 45 21 618 555 556 MD SR 24 COLLECTOR 1132 1 12 0 1700 45 21 619 556 558 MD SR 24 COLLECTOR 2034 1 12 0 1700 45 21 620 558 559 MD SR 24 COLLECTOR 3359 1 12 0 1700 45 21 621 559 560 MD SR 24 COLLECTOR 1433 1 12 0 1700 45 21 622 560 562 MD SR 24 COLLECTOR 854 1 12 0 1700 45 21 623 562 564 ROCKS RD COLLECTOR 952 1 12 0 1700 45 14 624 564 565 ROCKS RD COLLECTOR 1474 1 12 0 1700 45 14 625 565 566 PA SR 851 COLLECTOR 1772 1 11 0 1750 40 14 626 566 567 PA SR 851 COLLECTOR 2586 1 11 0 1700 45 14 627 567 568 PA SR 851 COLLECTOR 1848 1 11 0 1700 45 14 628 568 571 PA SR 851 COLLECTOR 2444 1 11 0 1700 45 13 629 571 572 PA SR 851 COLLECTOR 2266 1 11 0 1700 45 13 630 572 573 PA SR 851 COLLECTOR 4107 1 11 0 1700 45 13 631 573 574 PA SR 851 COLLECTOR 2665 1 11 0 1750 45 13 632 574 576 PA SR 851 COLLECTOR 2593 1 12 0 1700 50 13 633 574 1908 PA SR 2069 COLLECTOR 5357 1 11 0 1700 45 13 634 576 577 PA SR 851 COLLECTOR 1701 1 12 0 1700 50 13 635 577 578 PA SR 851 COLLECTOR 840 1 12 0 1700 50 13 636 578 579 PA SR 851 COLLECTOR 1440 1 12 0 1700 50 13 637 579 580 PA SR 851 COLLECTOR 808 1 12 0 1700 50 13 638 580 582 PA SR 851 COLLECTOR 2192 1 12 0 1700 50 13 Peach Bottom Atomic Power Station Evacuation Time Estimate K-59 KLD Engineering, P.C.Rev. 0 639 5 582 583 PASR85l COLLECTOR 751 1 12 0 1575 35 13 640 583 584 PASR 851 COLLECTOR 885 1 12 0 1700 50 13 641 584 585 PA SR 851 COLLECTOR 1834 1 12 0 1700 50 13 642 585 586 PA SR 851 COLLECTOR 4314 1 12 0 1700 50 13 643 586 587 PA SR 851 COLLECTOR 730 1 12 0 1700 45 13 644 586 1917 PA SR 2067 COLLECTOR 2077 1 11 0 1700 45 13 645 587 589 PA SR 851 COLLECTOR 866 1 12 0 1700 45 13 646 589 590 PA SR 851 COLLECTOR 1115 1 12 0 1275 45 13 647 591 592 MD SR 624 COLLECTOR 597 1 11 0 1700 50 14 648 592 593 MD SR 624 COLLECTOR 5253 1 11 0 1750 50 14 649 593 594 MD SR 624 COLLECTOR 1160 1 11 0 1700 50 14 650 594 595 PA SR 851 COLLECTOR 1869 1 11 0 1700 50 14 651 595 596 PA SR 851 COLLECTOR 1863 1 11 0 1700 50 14 652 596 598 PA SR 851 COLLECTOR 2452 1 11 0 1700 40 14 653 598 565 PA SR 851 COLLECTOR 1789 1 11 0 1700 40 14 654 599 79 MD SR 23 COLLECTOR 1124 1 12 4 1750 45 29 655 599 80 US-1 BUSINESS COLLECTOR 1438 1 12 0 1750 45 29 656 599 600 MD SR 23 COLLECTOR 829 1 12 4 1700 45 29 657 600 601 MD SR 23 COLLECTOR 1687 1 12 10 1700 60 29 658 601 602 MD SR 23 COLLECTOR 2121 1 12 10 1700 60 29 659 602 603 MDSR23ANDCOMMERCE COLLECTOR 300 1 12 4 900 20 29 RD TRAFFIC CIRCLE 660 603 604 MD SR 23 AND COMMERCE COLLECTOR 327 1 12 4 900 20 29 RD TRAFFIC CIRCLE 661 604 605 MD SR 23 COLLECTOR 2527 1 12 10 1700 60 29 662 605 545 MD SR 23 COLLECTOR 1778 1 12 10 1750 60 28 663 607 608 MD SR 23 COLLECTOR 3328 1 12 10 1700 60 28 664 608 609 MD SR 23 COLLECTOR 3138 1 12 10 1700 60 28 Peach Bottom Atomic Power Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 bb W bIU MU IK ZL[ LULLL-IUK 44[L I Iz IU I/UU U [ Z6 666 610 612 MD SR 23 COLLECTOR 2105 1 12 10 1700 60 28 667 611 447 MD SR 23 COLLECTOR 5391 1 12 10 1750 60 28 668 612 611 MD SR 23 COLLECTOR 2856 1 12 10 1700 60 28 669 613 614 PA SR 74 COLLECTOR 2745 1 12 4 1700 60 15 670 614 615 PA SR 74 COLLECTOR 1548 1 12 4 1700 60 15 671 615 616 PA SR 74 COLLECTOR 2854 1 12 4 1700 60 15 672 616 618 PA SR 74 COLLECTOR 5200 1 12 4 1750 60 15 673 618 619 PA SR 74 COLLECTOR 3915 1 12 4 1700 50 15 674 619 620 PA SR 74 COLLECTOR 604 1 12 4 1700 50 15 675 620 622 PA SR 74 COLLECTOR 6609 1 12 4 1700 50 14 676 622 623 PA SR 74 COLLECTOR 1198 1 12 4 1700 50 14 677 623 624 PA SR 74 COLLECTOR 1306 1 12 4 1700 50 7 678 624 625 PA SR 74 COLLECTOR 4046 1 12 4 1700 45 7 679 625 626 PA SR 74 COLLECTOR 1055 1 12 4 1700 45 7 680 625 984 PA SR 425 COLLECTOR 3084 1 12 1 1700 45 7 681 626 628 PA SR 74 COLLECTOR 2028 1 12 4 1700 45 7 682 626 1038 PA SR 425 COLLECTOR 2708 1 11 0 1700 45 7 683 628 629 PA SR 74 COLLECTOR 1125 1 12 4 1700 45 7 684 629 630 PA SR 74 COLLECTOR 968 1 12 4 1700 60 7 685 630 631 PA SR 74 COLLECTOR 1466 1 12 4 1700 60 7 686 631 632 PA SR 74 COLLECTOR 944 1 12 4 1700 60 7 687 632 633 PA SR 74 COLLECTOR 2110 1 12 4 1700 60 7 688 633 635 PA SR 74 COLLECTOR 2572 1 12 4 1700 60 7 689 635 636 PA SR 74 COLLECTOR 1094 1 12 4 1700 60 7 690 636 637 PA SR 74 COLLECTOR 3393 1 12 4 1700 60 7 691 637 639 PA SR 74 COLLECTOR 3440 1 12 4 1700 60 7 692 639 640 PA SR 74 COLLECTOR 2150 1 12 4 1700 60 7 Peach Bottom Atomic Power Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 693 640 641 PA SR 74 COLLECTOR 1964 1 12 4 1700 60 6 694 641 642 PA SR 74 COLLECTOR 720 1 12 4 1700 60 6 695 642 643 PA SR 74 COLLECTOR 3207 1 12 4 1750 50 6 696 643 645 PASR 74 COLLECTOR 4430 1 12 4 1700 50 6 697 645 646 PA SR 74 COLLECTOR 2210 1 12 4 1700 50 6 698 646 648 PA SR 74 COLLECTOR 2216 1 12 4 1700 50 6 699 649 651 BRIDGETON RD COLLECTOR 2898 1 12 0 1700 45 14 700 649 1109 PA SR 425 COLLECTOR 3000 1 11 0 1700 45 14 701 651 652 BRIDGETON RD COLLECTOR 846 1 12 0 1700 45 14 702 652 654 BRIDGETON RD COLLECTOR 2138 1 12 0 1700 45 14 703 654 655 BRIDGETON RD COLLECTOR 905 1 12 0 1700 45 14 704 655 657 BRIDGETON RD COLLECTOR 1825 1 12 0 1700 45 14 705 657 658 BRIDGETON RD COLLECTOR 3811 1 12 0 1700 45 14 706 658 659 BRIDGETON RD COLLECTOR 3564 1 12 0 1700 45 14 707 659 660 BRIDGETON RD COLLECTOR 1499 1 12 0 1700 45 14 708 660 662 BRIDGETON RD COLLECTOR 3030 1 12 0 1700 45 14 709 662 663 PA SR 2069 COLLECTOR 611 1 11 0 1700 45 14 710 663 664 PA SR 2069 COLLECTOR 1495 1 11 0 1700 45 14 711 664 665 PASR 2069 COLLECTOR 591 1 11 0 1700 45 14 712 665 667 PA SR 2069 COLLECTOR 3113 1 11 0 1700 45 13 713 667 669 PA SR 2069 COLLECTOR 4607 1 11 0 1700 45 13 714 669 670 PA SR 2069 COLLECTOR 3374 1 11 0 1700 45 13 715 670 672 PA SR 2069 COLLECTOR 3265 1 11 0 1700 45 13 716 672 574 PA SR 2069 COLLECTOR 2541 1 11 0 1750 45 13 717 680 1555 US-222 COLLECTOR 945 1 12 4 1700 45 17 718 681 682 PA SR 272 COLLECTOR 868 1 12 6 1700 60 17 719 681 719 US-222 COLLECTOR 1658 1 12 2 1700 50 17 720 682 683 PA SR 272 COLLECTOR 2111 1 12 6 1700 60 17 Peach Bottom Atomic Power Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 IZI bb3 bW4 IA.iZ1Z LULLLIUK J14 i I Lb i/UU bUI/ 1 722 684 686 PA SR 272 COLLECTOR 6886 1 12 6 1700 60 16 723 686 687 PA SR 272 COLLECTOR 2435 1 12 6 1700 60 16 724 687 688 PA SR 272 COLLECTOR 783 1 12 6 1700 60 16 725 688 1552 PA SR 272 COLLECTOR 3461 1 12 6 1700 60 16 726 689 690 PA SR 272 COLLECTOR 4149 1 12 6 1700 60 9 727 690 692 PA SR 272 COLLECTOR 4902 1 12 6 1700 60 9 728 692 693 PA SR 272 COLLECTOR 1167 1 12 6 1700 60 9 729 693 1548 PA SR 272 COLLECTOR 898 1 12 6 1750 60 9 730 695 696 PA SR 272 COLLECTOR 693 1 12 6 1700 60 9 731 696 698 PA SR 272 COLLECTOR 2631 1 12 6 1700 60 9 732 698 1764 PA SR 272 COLLECTOR 2528 1 12 6 1750 50 9 733 699 700 PA SR 272 MINOR ARTERIAL 2899 2 12 2 1900 50 9 734 700 701 PA 5R 272 COLLECTOR 1034 1 12 4 1700 50 9 735 701 1605 PA SR 272 COLLECTOR 3064 1 12 4 1750 50 9 736 703 1608 PA SR 272 COLLECTOR 3923 1 12 4 1700 40 9 737 705 706 PA SR 272 COLLECTOR 705 1 12 4 1700 40 9 738 706 707 PA SR 272 COLLECTOR 798 1 12 4 1700 40 9 739 707 1610 PA SR 272 COLLECTOR 699 1 12 4 1700 40 9 740 708 709 PA SR 272 MINOR ARTERIAL 2353 2 12 10 1900 60 9 741 709 710 PA SR 272 MINOR ARTERIAL 1171 2 12 10 1900 60 3 742 710 711 PA SR 272 MINOR ARTERIAL 528 2 12 10 1900 60 3 743 711 712 PA SR 272 MINOR ARTERIAL 975 2 12 10 1900 60 3 744 712 713 PA SR 272 MINOR ARTERIAL 3202 2 12 10 1900 60 3 745 713 714 PA SR 272 MINOR ARTERIAL 2498 2 12 10 1900 60 3 746 714 715 PA SR 272 MINOR ARTERIAL 2115 2 12 10 1900 60 3 747 715 716 PA 5R 272 MINOR ARTERIAL 4063 2 12 10 1900 60 3 748 716 717 PA SR 272 COLLECTOR 2418 2 12 10 1900 60 3 Peach Bottom Atomic Power Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 749 717 718 PA SR 272 COLLECTOR 1434 2 12 10 1750 40 3 750 718 1616 E PENN GRANT RD COLLECTOR 790 1 12 4 1700 40 3 751 718 1621 PA SR 272 MINOR ARTERIAL 1415 2 12 4 1900 40 3 752 719 720 US-222 COLLECTOR 997 1 12 2 1700 50 17 753 720 721 US-222 COLLECTOR 1455 1 12 2 1700 50 17 754 721 722 US-222 COLLECTOR 675 1 12 2 1700 45 17 755 722 723 US-222 COLLECTOR 2737 1 12 2 1700 50 17 756 723 724 US-222 COLLECTOR 517 1 12 2 1700 45 17 757 724 726 US-222 COLLECTOR 2672 1 12 2 1700 50 17 758 726 729 US-222 COLLECTOR 2077 1 12 2 1700 40 17 759 729 730 US-222 COLLECTOR 2176 1 12 2 1700 50 17 760 730 731 US-222 COLLECTOR 1127 1 12 2 1700 50 17 761 731 733 US-222 COLLECTOR 1203 1 12 2 1700 50 17 762 733 734 US-222 COLLECTOR 1034 1 12 2 1700 50 10 763 734 735 US-222 COLLECTOR 1908 1 12 2 1700 50 10 764 735 736 US-222 COLLECTOR 583 1 12 2 1700 50 10 765 736 737 US-222 COLLECTOR 1284 1 12 2 1700 50 10 766 737 738 US-222 COLLECTOR 1023 1 12 2 1700 40 10 767 738 739 US-222 COLLECTOR 1506 1 12 2 1750 50 10 768 739 740 US-222 COLLECTOR 2934 1 12 2 1700 50 10 769 740 741 US-222 COLLECTOR 1394 1 12 2 1700 50 10 770 741 742 US-222 COLLECTOR 575 1 12 2 1700 50 10 771 742 743 US-222 COLLECTOR 2086 1 12 2 1700 50 10 772 743 744 US-222 COLLECTOR 683 1 12 2 1700 45 10 773 744 745 US-222 COLLECTOR 592 1 12 2 1700 50 10 774 745 747 US-222 COLLECTOR 2158 1 12 2 1700 50 10 775 747 748 US-222 COLLECTOR 1712 1 12 2 1700 50 10 776 748 750 US-222 COLLECTOR 1434 1 12 2 1700 50 10 Peach Bottom Atomic Power Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 777 750 751 US-222 COLLECTOR 767 1 12 2 1575 35 10 778 751 752 US-222 COLLECTOR 504 1 12 2 1575 35 10 779 752 753 US-222 COLLECTOR 3805 1 12 2 1700 50 10 780 753 754 US-222 COLLECTOR 202 1 12 2 1750 50 10 781 753 878 DRY WELLS RD COLLECTOR 2691 1 12 4 1700 45 10 782 754 753 US-222 COLLECTOR 201 1 12 2 1700 50 10 783 754 1587 US-222 COLLECTOR 2505 1 12 0 1700 40 10 784 756 757 US-222 COLLECTOR 1671 1 12 0 1750 40 10 785 756 759 W 4TH ST LOCAL ROADWAY 1197 1 12 0 1700 30 10 786 757 791 PA SR 372 LOCAL ROADWAY 1316 1 12 0 1750 30 10 787 757 1737 US-222 AND SR 372 COLLECTOR 541 1 12 0 1750 30 10 788 758 760 US-222 COLLECTOR 1974 1 12 0 1700 40 10 789 758 1737 US-222 AND SR 372 COLLECTOR 1854 1 12 0 1700 40 10 790 759 758 W 4TH ST LOCAL ROADWAY 1342 1 12 0 1750 30 10 791 760 1677 US-222 COLLECTOR 1477 1 12 0 1750 45 10 792 762 1595 US-222 COLLECTOR 1370 1 12 6 1700 60 9 793 763 764 US-222 COLLECTOR 818 1 12 6 1700 60 9 794 764 765 US-222 COLLECTOR 952 1 12 6 1700 60 9 795 765 767 US-222 COLLECTOR 4253 1 12 6 1700 60 3 796 767 1600 WHITE OAK RD COLLECTOR 1499 1 12 0 1700 45 3 797 767 1601 US-222 COLLECTOR 620 1 12 6 1750 60 3 798 769 1736 US-222 COLLECTOR 3335 1 12 6 1700 60 3 799 770 1674 US-222 COLLECTOR 1303 1 12 6 1700 45 3 800 772 774 US-222 COLLECTOR 1228 1 12 6 1700 45 3 801 773 772 WALNUT RUN RD COLLECTOR 2149 1 12 0 1700 45 3 802 774 1735 US-222 COLLECTOR 2215 1 12 6 1700 45 3 803 776 777 US-222 COLLECTOR 1397 1 12 6 1700 60 3 804 777 778 US-222 COLLECTOR 1856 1 12 6 1700 60 3 Peach Bottom Atomic Power Station Evacuation Time Estimate K-65 KLD Engineering, P.C.K-65 KLD Engineering, P.C.Rev. 0 805 778 780 US-222 COLLECTOR 3332 1 12 6 1700 60 3 806 780 781 US-222 COLLECTOR 888 1 12 6 1700 60 3 807 781 1619 US-222 COLLECTOR 2869 1 12 6 1750 60 3 808 783 784 US-222 COLLECTOR 862 1 12 6 1700 60 3 809 784 785 US-222 COLLECTOR 828 1 12 6 1700 60 3 810 785 790 US-222 COLLECTOR 2149 1 12 6 1700 60 3 811 786 787 US-222 COLLECTOR 1489 1 12 6 1700 60 3 812 786 1889 PA SR 741 COLLECTOR 2489 1 12 1 1700 45 3 813 787 1626 US-222 COLLECTOR 3507 1 12 6 1750 60 3 814 788 1756 US-222 MAJOR ARTERIAL 1633 2 12 4 1900 40 2 815 789 1643 US-222 COLLECTOR 941 1 12 4 1700 40 2 816 790 786 US-222 COLLECTOR 1064 1 12 6 1700 60 3 817 791 792 PA SR 372 LOCAL ROADWAY 3022 1 12 0 1350 30 10 818 792 793 PA SR 372 COLLECTOR 2271 1 12 4 1700 40 10 819 793 794 PA SR 372 COLLECTOR 2226 1 12 0 1700 60 10 820 794 795 PA SR 372 COLLECTOR 2769 1 12 0 1700 60 10 821 795 796 PA SR 372 COLLECTOR 934 1 12 0 1700 60 10 822 796 1590 MAY POST OFFICE RD COLLECTOR 2396 1 12 4 1700 45 10 823 796 1591 PA SR 372 COLLECTOR 3609 1 12 0 1700 60 10 824 799 800 PA SR 372 COLLECTOR 2345 1 12 0 1700 60 10 825 800 801 PA SR 372 COLLECTOR 1025 1 12 0 1700 60 5 826 801 802 PA SR 372 COLLECTOR 1507 1 12 0 1700 60 5 827 802 1804 PA SR 372 COLLECTOR 2731 1 12 0 1700 60 5 828 803 804 PA SR 372 COLLECTOR 1364 1 12 4 1700 60 8 829 803 1335 PA SR 372 COLLECTOR 1087 1 12 4 1700 60 8 830 804 805 PA SR 372 COLLECTOR 1414 1 12 4 1700 60 8 831 805 806 PA R 372 COLLECTOR 1069 1 12 4 1700 60 8 832 806 807 PA SR 372 COLLECTOR 2598 1 12 8 1700 45 8 Peach Bottom Atomic Power Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 833 + 807 808 PASR372 COLLECTOR 3189 1 12 4 1700 60 8 834 808 809 PA SR 372 COLLECTOR 6084 1 12 4 1700 60 8 835 809 810 PA SR 372 COLLECTOR 1281 1 12 4 1750 60 9 836 810 811 PA SR 372 COLLECTOR 1672 1 12 4 1700 60 9 837 811 812 PA SR 372 COLLECTOR 1473 1 12 4 1700 60 9 838 812 813 PA SR 372 COLLECTOR 4229 1 12 4 1700 60 9 839 813 814 PA SR 372 COLLECTOR 2499 1 12 4 1700 60 9 840 814 815 PA SR 372 COLLECTOR 1672 1 12 4 1700 50 9 841 815 1766 PA SR 372 COLLECTOR 673 1 12 4 1750 50 9 842 817 818 PA SR 372 COLLECTOR 1378 1 12 4 1575 35 9 843 817 869 CLEARVIEW DR COLLECTOR 2229 1 12 0 1700 45 9 844 818 820 PA SR 372 COLLECTOR 2048 1 12 4 1700 50 9 845 820 821 PA SR 372 COLLECTOR 495 1 12 4 1700 40 9 846 821 822 PA SR 372 COLLECTOR 651 1 12 4 1700 40 9 847 822 823 PA SR 372 COLLECTOR 1276 1 12 4 1700 50 9 848 823 824 PA SR 372 COLLECTOR 2307 1 12 4 1700 50 9 849 824 827 PA SR 372 COLLECTOR 609 1 12 4 1125 25 9 850 827 1759 PA SR 372 COLLECTOR 2703 1 12 4 1750 50 9 851 828 791 PA SR 472 COLLECTOR 978 1 12 4 1750 40 10 852 829 828 PA SR 472 COLLECTOR 2123 1 12 4 1700 40 10 853 830 829 PA SR 472 COLLECTOR 1847 1 12 4 1700 45 10 854 832 830 PA SR 472 COLLECTOR 1678 1 12 4 1700 60 10 855 833 832 PA SR 472 COLLECTOR 324 1 12 4 1700 60 10 856 833 834 PA SR 472 COLLECTOR 428 1 12 4 1700 60 10 857 834 833 PA SR 472 COLLECTOR 429 1 12 4 1700 60 10 858 834 835 PA SR 472 COLLECTOR 2872 1 12 4 1700 60 10 859 835 834 PA SR 472 COLLECTOR 2872 1 12 4 1700 60 10 860 835 836 PA SR 472 COLLECTOR 325 1 12 4 1700 60 10 Peach Bottom Atomic Power Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 861 836 835 PA SR 472 COLLECTOR 325 1 12 4 1700 60 10 862 836 838 PASR 472 COLLECTOR 2967 1 12 4 1700 60 10 863 837 836 SOLANCO RD COLLECTOR 2227 1 12 0 1700 45 10 864 838 1598 PA SR 472 COLLECTOR 1681 1 12 4 1700 60 10 865 840 841 PA SR 472 COLLECTOR 1814 1 12 4 1700 60 10 866 841 842 PASR 472 COLLECTOR 1182 1 12 4 1700 60 10 867 842 843 PA SR 472 COLLECTOR 1209 1 12 4 1700 60 10 868 843 844 PA SR 472 COLLECTOR 3454 1 12 4 1700 45 10 869 844 845 PA SR 472 COLLECTOR 3076 1 12 4 1700 45 11 870 845 846 PA SR 472 COLLECTOR 1088 1 12 4 1700 45 11 871 846 847 PA SR 472 COLLECTOR 3897 1 12 4 1700 60 11 872 846 1806 MAPLE SHADE RD COLLECTOR 3019 1 11 0 1700 45 11 873 847 848 PA SR 472 COLLECTOR 2092 1 12 4 1700 60 11 874 848 849 PA SR 472 COLLECTOR 1216 1 12 4 1700 60 11 875 849 851 PA SR 472 COLLECTOR 2376 1 12 4 1700 60 11 876 851 852 PA SR 472 COLLECTOR 2171 1 12 4 1700 60 11 877 852 853 PA SR 472 COLLECTOR 964 1 12 4 1700 55 11 878 853 854 PASR 472 COLLECTOR 1288 1 12 4 1700 55 11 879 854 855 PASR 472 COLLECTOR 1997 1 12 4 1700 55 11 880 855 857 PASR 472 COLLECTOR 2106 1 12 4 1700 55 11 881 1857 858 PASR 472 COLLECTOR 918 1 12 4 1700 55 18 882 858 859 PASR 472 COLLECTOR 1041 1 12 4 1700 55 18 883 8S9 860 PASR 472 COLLECTOR 2011 1 12 4 1700 55 18 884 860 861 PASR 472 COLLECTOR 1739 1 12 0 1700 50 18 88S 861 862 PA SR 472 COLLECTOR 2953 1 12 0 1700 50 18 886 862 1576 PA SR 472 COLLECTOR 869 1 12 0 1700 50 18 887 864 86S PA SR 472 COLLECTOR 3833 1 12 0 1700 50 18 888 865 867 PA SR 472 COLLECTOR 1752 1 12 0 1700 50 18 Peach Bottom Atomic Power Station Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 P 6b/ Zb VA )K 4/Z LULLULIUK b14 ILZ U I/UU DU It 890 868 30 us-i N ON-RAMP FROM PA FREEWAY RAMP 567 1 12 4 1700 45 19 472 891 869 870 CLEARVIEW DR COLLECTOR 887 1 12 0 1700 45 9 892 870 871 CLEARVIEW DR COLLECTOR 480 1 12 0 1700 45 9 893 871 872 CLEARVIEW DR COLLECTOR 558 1 12 0 1700 45 9 894 872 873 CLEARVIEW DR COLLECTOR 2435 1 12 0 1700 45 9 895 873 874 CLEARVIEW DR COLLECTOR 567 1 12 0 1700 45 9 896 874 875 CLEARVIEW DR COLLECTOR 1805 1 12 0 1700 45 9 897 875 876 SCOTLAND RD COLLECTOR 3033 1 12 0 1700 50 10 898 876 754 SCOTLAND RD COLLECTOR 3075 1 12 0 1750 50 10 899 877 833 DRY WELLS RD COLLECTOR 3406 1 12 4 1700 45 10 900 877 878 DRY WELLS RD COLLECTOR 395 1 12 4 1700 45 10 901 878 753 DRY WELLS RD COLLECTOR 2691 1 12 4 1700 45 10 902 878 877 DRY WELLS RD COLLECTOR 395 1 12 4 1700 45 10 903 879 877 ST CATHERINE DR LOCAL ROADWAY 613 1 12 4 1575 35 10 904 880 875 SCOTLAND RD COLLECTOR 1412 1 12 0 1700 50 10 905 886 887 PA SR 324 COLLECTOR 1468 1 11 1 1700 40 8 906 886 1238 PA SR 413 COLLECTOR 1695 1 12 0 1700 40 8 907 887 888 PA SR 324 COLLECTOR 436 1 11 1 1350 30 8 908 888 889 PA SR 324 COLLECTOR 1046 1 11 1 1700 40 8 909 889 891 PA SR 324 COLLECTOR 1060 1 11 1 1700 40 8 910 891 892 PA SR 324 COLLECTOR 270 1 11 1 1125 25 8 911 892 1656 PA SR 324 COLLECTOR 1085 1 11 1 1700 40 2 912 894 895 PA SR 324 COLLECTOR 3219 1 11 1 1700 40 2 913 895 896 PA SR 324 COLLECTOR 839 1 11 1 1700 45 2 914 896 898 PA SR 324 COLLECTOR 1213 1 11 1 1700 45 2 915 898 899 PA SR 324 COLLECTOR 928 1 11 1 1700 45 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-69 KLD Engineering, P.C.Rev. 0
[flb 6U !l A1K Z4 L(ULLLUIUK 1I/U I 1 11 1 1/Uu zI 917 901 902 PA SR 324 COLLECTOR 177 1 11 1 1350 30 2 918 902 903 PA SR 324 COLLECTOR 280 1 11 1 1350 30 2 919 903 905 PA SR 324 COLLECTOR 1106 1 11 1 1575 35 2 920 905 906 PA SR 324 COLLECTOR 579 1 11 1 1575 35 2 921 906 908 PA SR 324 COLLECTOR 952 1 11 1 1575 35 2 922 908 909 PA SR 324 COLLECTOR 890 1 11 1 1575 35 2 923 909 911 PA SR 324 COLLECTOR 1059 1 11 1 1575 35 2 924 911 912 PA SR 324 COLLECTOR 442 1 11 1 1575 35 2 925 912 913 PA SR 324 COLLECTOR 726 1 11 1 1575 35 2 926 913 914 PA SR 324 COLLECTOR 896 1 11 1 1700 45 2 927 914 915 PA SR 324 COLLECTOR 2046 1 11 1 1700 45 2 928 914 1632 W PENN GRANT RD COLLECTOR 4279 1 12 0 1700 40 2 929 915 916 PA SR 324 COLLECTOR 716 1 11 1 1700 45 2 930 916 917 PA SR 324 COLLECTOR 910 1 11 1 1700 45 2 931 917 918 PA SR 324 COLLECTOR 624 1 11 1 1700 45 2 932 918 919 PA SR 324 COLLECTOR 489 1 11 1 1700 45 2 933 919 920 PA SR 324 COLLECTOR 1487 1 11 1 1750 45 2 934 920 921 PA SR 741 COLLECTOR 1597 1 11 1 1700 45 2 935 920 1635 PA SR 741 COLLECTOR 5210 1 12 4 1700 50 2 936 921 922 PA SR 741 COLLECTOR 942 1 11 1 1750 45 2 937 922 923 PA SR 741 COLLECTOR 874 1 11 1 1700 45 2 938 924 925 PA SR 420 COLLECTOR 1623 1 11 1 1700 40 2 939 924 1184 RIVER RD COLLECTOR 1058 1 11 0 1700 40 2 940 925 926 PA SR 420 COLLECTOR 789 1 11 1 1700 40 2 941 926 928 PA SR 420 COLLECTOR 2058 1 11 1 1700 40 2 942 928 929 PA SR 420 COLLECTOR 513 1 11 1 1700 40 2 943 929 930 PA SR 420 COLLECTOR 809 1 11 1 1700 40 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 944 930 931 PA SR 420 COLLECTOR 995 1 11 1 1700 40 2 945 931 932 MAIN ST COLLECTOR 1810 1 12 2 1575 35 2 946 932 1671 MAIN ST COLLECTOR 2196 1 12 2 1575 35 2 947 934 935 MAIN ST COLLECTOR 722 1 12 2 1575 35 2 948 935 936 MAIN ST COLLECTOR 700 1 12 2 1575 35 2 949 936 937 MAIN ST COLLECTOR 1447 1 12 4 1700 50 2 950 937 1218 NEW DANVILLE PIKE COLLECTOR 2411 1 12 2 1700 50 2 951 939 940 NEW DANVILLE PIKE COLLECTOR 1383 1 12 2 1700 50 2 952 940 941 NEW DANVILLE PIKE COLLECTOR 1265 1 12 2 1700 50 2 953 941 942 NEW DANVILLE PIKE COLLECTOR 2580 1 12 2 1700 50 2 954 942 1757 NEW DANVILLE PIKE COLLECTOR 1214 1 12 2 1750 50 2 955 943 643 PA SR 2069 COLLECTOR 3585 1 11 0 1750 50 6 956 944 943 PA SR 2069 COLLECTOR 1057 1 11 0 1700 50 6 957 945 944 PA SR 2069 COLLECTOR 874 1 11 0 1700 50 6 958 946 945 PA SR 2069 COLLECTOR 1566 1 11 0 1700 50 6 959 947 946 PA SR 2069 COLLECTOR 1761 1 11 0 1700 50 6 960 948 947 PA SR 2069 COLLECTOR 2286 1 11 0 1700 50 6 961 949 948 PA SR 2069 COLLECTOR 672 1 11 0 1700 50 6 962 950 949 PA SR 2069 COLLECTOR 347 1 11 0 1700 50 6 963 951 950 PA SR 2069 COLLECTOR 2088 1 11 0 1700 50 6 964 953 951 PA SR 2069 COLLECTOR 2493 1 11 0 1700 50 6 965 954 953 PA SR 2069 COLLECTOR 436 1 11 0 1700 50 6 966 955 954 PA SR 2069 COLLECTOR 2605 1 11 0 1700 50 6 967 956 955 PA SR 2069 COLLECTOR 656 1 11 0 1700 50 13 968 957 956 PA SR 2069 COLLECTOR 1821 1 11 0 1700 50 13 969 957 959 PA SR 2071 COLLECTOR 1453 1 11 0 1700 40 13 970 958 957 PA SR 2069 COLLECTOR 383 1 11 0 1700 50 13 971 959 960 PA SR 2071 COLLECTOR 1472 1 11 0 1700 40 13 Peach Bottom Atomic Power Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 13 13 973 961 962 PA SR 2071 COLLECTOR 959 1 11 0 1700 40 974 962 963 PA SR 2071 COLLECTOR 1513 1 11 0 1700 40 13 975 963 964 PA SR 2071 COLLECTOR 824 1 11 0 1700 40 13 976 964 965 PA SR 2071 COLLECTOR 677 1 11 0 1700 40 13 977 965 966 PA SR 2071 COLLECTOR 1612 1 11 0 1700 40 13 978 966 967 PA SR 2071 COLLECTOR 1070 1 11 0 1700 40 13 979 967 968 PA SR 2071 COLLECTOR 2189 1 11 0 1700 40 13 980 968 969 PA SR 2071 COLLECTOR 1445 1 11 0 1700 40 13 981 969 970 PA SR 2071 COLLECTOR 379 1 11 0 1350 30 13 982 970 971 PA SR 2071 COLLECTOR 1087 1 11 0 1700 40 13 983 971 972 PA SR 2046 COLLECTOR 1500 1 11 0 1700 45 13 984 972 974 PA SR 2046 COLLECTOR 1365 1 11 0 1700 45 13 985 974 975 PA SR 2046 COLLECTOR 636 1 11 0 1700 45 13 986 975 977 PA SR 2046 COLLECTOR 1246 1 11 0 1700 45 13 987 977 1863 PLEASANT VALLEY RD COLLECTOR 1934 1 12 0 1700 45 13 988 984 985 PA SR 425 COLLECTOR 1651 1 12 1 1700 45 7 989 985 986 PA SR 425 COLLECTOR 400 1 12 1 1700 45 7 990 986 987 PA SR 425 COLLECTOR 1350 1 12 1 1700 45 7 991 987 988 PA SR 425 COLLECTOR 1189 1 12 1 1700 45 7 992 987 1034 E POSEY RD COLLECTOR 2593 1 12 0 1700 40 7 993 988 989 PA SR 425 COLLECTOR 782 1 12 1 1700 45 7 994 989 990 PA SR 425 COLLECTOR 914 1 12 1 1700 45 7 995 990 991 PA SR 425 COLLECTOR 427 1 12 1 1700 45 7 996 991 992 PA SR 425 COLLECTOR 744 1 12 1 1700 45 7 997 992 993 PA SR 425 COLLECTOR 1341 1 12 1 1700 45 7 998 993 994 PA SR 425 COLLECTOR 1179 1 12 1 1700 45 7 999 994 995 PA SR 425 COLLECTOR 2895 1 12 1 1700 45 7 Peach Bottom Atomic Power Station Evacuation Time Estimate K-72 KLD Engineering, P.C.Rev. 0 1000 995 998 PA SR 425 COLLECTOR 710 1 12 1 1350 30 7 1001 998 999 PA SR 425 COLLECTOR 778 1 12 1 1350 30 7 1002 999 1000 PA SR 425 COLLECTOR 288 1 12 1 1350 30 7 1003 1000 1001 PA SR 425 COLLECTOR 854 1 12 1 1350 30 7 1004 1001 1002 PA SR 425 COLLECTOR 342 1 12 1 1350 30 7 1005 1002 1003 PA SR 425 COLLECTOR 902 1 12 1 1350 30 7 1006 1003 1004 PA SR 425 COLLECTOR 471 1 12 1 1125 25 7 1007 1004 1005 PA 5R 425 COLLECTOR 218 1 12 1 1125 25 7 1008 1005 1007 PA SR 425 COLLECTOR 2405 1 12 1 1125 25 7 1009 1007 1008 PA SR 425 COLLECTOR 484 1 12 1 1125 25 7 1010 1008 1009 PA SR 425 COLLECTOR 615 1 12 1 1125 25 7 1011 1009 1010 PA SR 425 COLLECTOR 793 1 12 1 1125 25 7 1012 1010 1012 PA SR 425 COLLECTOR 723 1 12 1 1125 25 7 1013 1012 1013 PA SR 425 COLLECTOR 2901 1 12 1 1700 40 7 1014 1013 1014 PA SR 425 COLLECTOR 984 1 12 1 1700 40 7 1015 1014 1016 PA SR 425 COLLECTOR 1291 1 12 1 1350 30 7 1016 1016 1017 PA SR 425 COLLECTOR 939 1 12 1 1350 30 7 1017 1017 1018 PA SR 425 COLLECTOR 271 1 12 1 1350 30 7 1018 1018 1019 PA SR 425 COLLECTOR 1108 1 12 1 1350 30 7 1019 1019 1020 PA SR 425 COLLECTOR 557 1 12 1 1350 30 7 1020 1020 1021 PA SR 425 COLLECTOR 519 1 12 1 1350 30 7 1021 1021 1023 PA SR 425 COLLECTOR 3472 1 12 1 1700 50 7 1022 1023 1024 PA SR 425 COLLECTOR 1098 1 12 1 1700 50 7 1023 1024 1025 PA SR 425 COLLECTOR 4171 1 12 1 1700 50 7 1024 1025 1026 PA SR 425 COLLECTOR 2939 1 12 1 1700 50 7 1025 1026 1027 PA SR 425 COLLECTOR 1261 1 12 1 1700 50 7 1026 1027 1028 PA SR 425 COLLECTOR 2037 1 12 1 1700 50 7 1027 1028 1029 PA SR 425 COLLECTOR 2803 1 12 1 1700 50 7 Peach Bottom Atomic Power Station Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 lozItlo fl FA oUL 4Z) oLULU',K toooo t l -II 1 .1, /U o t o t 1029 1031 987 NEW CUT RD COLLECTOR 1243 1 12 0 1700 40 7 1030 1034 1036 E POSEY RD COLLECTOR 3450 1 12 0 1700 40 7 1031 1036 630 E POSEY RD COLLECTOR 645 1 12 0 1575 35 7 1032 1038 1039 PA SR 425 COLLECTOR 2652 1 11 0 1700 45 7 1033 1039 1040 PA SR 425 COLLECTOR 422 1 11 0 1350 30 7 1034 1040 1041 FROSTY HILL RD COLLECTOR 836 1 11 0 1700 45 7 1035 1040 1110 PA SR 425 COLLECTOR 5783 1 11 0 1700 45 14 1036 1041 1043 FROSTY HILL RD COLLECTOR 2076 1 11 0 1700 45 7 1037 1043 1044 FROSTY HILL RD COLLECTOR 1002 1 11 0 1700 45 14 1038 1044 1045 FROSTY HILL RD COLLECTOR 569 1 11 0 1575 35 14 1039 1045 1046 FROSTY HILL RD COLLECTOR 410 1 11 0 1575 35 14 1040 1046 1047 FROSTY HILL RD COLLECTOR 2308 1 11 0 1700 45 14 1041 1047 1048 FROSTY HILL RD COLLECTOR 965 1 11 0 1700 45 14 1042 1048 1049 FROSTY HILL RD COLLECTOR 2257 1 11 0 1700 45 14 1043 1049 1050 FROSTY HILL RD COLLECTOR 588 1 11 0 1575 35 14 1044 1050 1051 FROSTY HILL RD COLLECTOR 1910 1 11 0 1700 45 14 1045 1051 1053 FROSTY HILL RD COLLECTOR 281 1 11 0 1575 35 14 1046 1052 958 FROSTY HILL RD COLLECTOR 1531 1 11 0 1700 45 13 1047 1053 1052 FROSTY HILL RD COLLECTOR 1752 1 11 0 1700 45 14 1048 1054 1055 PA SR 851 COLLECTOR 1204 1 11 0 1700 45 15 1049 1054 1842 PASR74ANDSR851TRAFFIC COLLECTOR 300 1 12 4 900 20 15 CIRCLE 1050 1055 1056 PA SR 851 COLLECTOR 2193 1 11 0 1700 45 15 1051 1056 1057 PA SR 851 COLLECTOR 571 1 11 0 1700 45 15 1052 1057 1058 PA SR 851 COLLECTOR 220 1 11 0 1125 25 15 1053 1058 1059 PA SR 851 COLLECTOR 759 1 11 0 1125 25 15 1054 1059 1060 PA SR 851 COLLECTOR 979 1 11 0 1125 25 15 Peach Bottom Atomic Power Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 1055 1060 1061 PASR851 COLLECTOR 363 1 11 0 1125 25 15 1056 1061 1062 PA SR 851 COLLECTOR 371 1 11 0 1125 25 15 1057 1062 1063 PA SR 851 COLLECTOR 779 1 11 0 1700 50 15 1058 1063 1064 PA SR 851 COLLECTOR 1849 1 11 0 1700 50 15 1059 1064 1065 PA SR 851 COLLECTOR 1436 1 11 0 1700 50 15 1060 1065 1066 PA SR 851 COLLECTOR 702 1 11 0 1700 50 15 1061 1066 1067 PA SR 851 COLLECTOR 984 1 11 0 1575 35 15 1062 1067 1070 PA SR 851 COLLECTOR 864 1 11 0 1575 35 15 1063 1070 1071 PA SR 851 COLLECTOR 2779 1 11 0 1700 50 14 1064 1071 1072 PA SR 851 COLLECTOR 2726 1 11 0 1700 50 14 1065 1072 1073 PA SR 851 COLLECTOR 1591 1 11 0 1575 35 14 1066 1073 1074 PA SR 851 COLLECTOR 588 1 11 0 1700 50 14 1067 1074 1075 PA SR 851 COLLECTOR 2337 1 11 0 1700 50 14 1068 1075 1076 PA SR 851 COLLECTOR 2140 1 11 0 1700 50 14 1069 1076 1077 PA SR 851 COLLECTOR 1612 1 11 0 1700 50 14 1070 1077 1078 PA SR 851 COLLECTOR 1209 1 11 0 1700 50 14 1071 1078 593 PA SR 851 COLLECTOR 2384 1 11 0 1750 50 14 1072 1079 566 PA SR 425 COLLECTOR 3013 1 11 0 1750 45 14 1073 1080 1079 PA SR 425 COLLECTOR 616 1 11 0 1700 45 14 1074 1081 1080 PA SR 425 COLLECTOR 2703 1 11 0 1700 45 14 1075 1082 1081 PA SR 425 COLLECTOR 2759 1 11 0 1700 45 14 1076 1084 1082 PA SR 425 COLLECTOR 991 1 11 0 1700 45 14 1077 1085 1084 PA SR 425 COLLECTOR 656 1 11 0 1700 45 14 1078 1086 1085 PA SR 425 COLLECTOR 1076 1 11 0 1700 45 14 1079 1087 1086 PA SR 425 COLLECTOR 977 1 11 0 1700 45 14 1080 1088 1087 PA SR 425 COLLECTOR 961 1 11 0 1350 30 14 1081 1089 1088 PA SR 425 COLLECTOR 490 1 11 0 1350 30 14 1082 1091 1089 PA SR 425 COLLECTOR 1506 1 11 0 1700 45 14 Peach Bottom Atomic Power Station Evacuation Time Estimate K-75 KLD Engineering, P.C.Rev. 0 1083 11092 1091 PA SR 425 COLLECTOR 440 1 11 0 1350 30 14 1084 1093 1092 PA SR 425 COLLECTOR 940 1 11 0 1700 45 14 1085 1094 1093 PA SR 425 COLLECTOR 443 1 11 0 1350 30 14 1086 1095 1094 PA SR 425 COLLECTOR 1346 1 11 0 1700 45 14 1087 1097 1095 PA SR 425 COLLECTOR 1965 1 11 0 1700 45 14 1088 1098 1097 PA SR 425 COLLECTOR 1072 1 11 0 1700 45 14 1089 1099 1098 PA SR 425 COLLECTOR 1474 1 11 0 1700 45 14 1090 1100 1099 PA SR 425 COLLECTOR 897 1 11 0 1700 45 14 1091 1101 1100 PA SR 425 COLLECTOR 353 1 11 0 1350 30 14 1092 1102 1101 PA SR 425 COLLECTOR 291 1 11 0 1350 30 14 1093 1103 1102 PASR 425 COLLECTOR 1884 1 11 0 1700 45 14 1094 1104 1103 PA SR 425 COLLECTOR 420 1 11 0 1700 30 14 1095 1105 1104 PA SR 425 COLLECTOR 435 1 11 0 1700 30 14 1096 1106 1105 PA SR 425 COLLECTOR 616 1 11 0 1700 45 14 1097 1107 1106 PA SR 425 COLLECTOR 640 1 11 0 1700 45 14 1098 1108 1107 PA SR 425 COLLECTOR 2338 1 11 0 1700 45 14 1099 1109 1108 PA SR 425 COLLECTOR 2580 1 11 0 1700 45 14 1100 1110 649 PA SR 425 COLLECTOR 895 1 11 0 1350 30 14 1101 1113 1080 N MARKET ST COLLECTOR 2845 1 11 0 1700 45 14 1102 1115 1113 N MARKET ST COLLECTOR 2018 1 11 0 1700 4S 14 1103 1116 1115 FAWN GROVE RD COLLECTOR 918 1 11 0 1700 4S 14 1104 1116 1119 FAWN GROVE RD COLLECTOR 2269 1 11 0 1700 4S 14 1105 1117 1116 E WALNUT GROVE RD COLLECTOR 1195 1 12 0 1700 45 14 1106 1118 1116 W WALNUT GROVE RD COLLECTOR 14S7 1 12 0 1700 45 14 1107 1119 1120 FAWN GROVE RD COLLECTOR 969 1 11 0 1575 35 14 1108 112 1121 FAWN GROVE RD COLLECTOR 2773 1 11 0 1700 45 14 1109 1121 664 FAWN GROVE RD COLLECTOR 865 1 11 0 1575 35 14 1110 1122 662 PASR 2069 COLLECTOR 1694 1 11 0 1700 45 14 Peach Bottom Atomic Power Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 1111 1122 1125 PASR2o269 COLLECTOR 689 1 11 0 1700 50 14 1112 1123 1122 W MAPLE LAWN RD COLLECTOR 1214 1 12 0 1575 35 13 1113 1124 1122 E MAPLE LAWN RD COLLECTOR 966 1 12 0 1575 35 14 1114 1125 1126 PA SR 2069 COLLECTOR 1538 1 11 0 1700 50 13 1115 1126 1127 PA SR 2069 COLLECTOR 2150 1 11 0 1700 50 13 1116 1127 1128 PA SR 2069 COLLECTOR 1379 1 11 0 1700 50 13 1117 1128 1129 PA SR 2069 COLLECTOR 917 1 11 0 1700 50 13 1118 1129 1130 PA SR 2069 COLLECTOR 364 1 11 0 1700 50 13 1119 1130 1131 PA SR 2069 COLLECTOR 1786 1 11 0 1700 50 13 1120 1131 1132 PA SR 2069 COLLECTOR 738 1 11 0 1700 50 13 1121 1132 1133 PA SR 2069 COLLECTOR 781 1 11 0 1700 50 13 1122 1133 1134 PA SR 2069 COLLECTOR 574 1 11 0 1125 25 13 1123 1134 1135 PA SR 2069 COLLECTOR 660 1 11 0 1125 25 13 1124 1135 1136 PA SR 2069 COLLECTOR 577 1 11 0 1125 25 13 1125 1136 1137 PA SR 2069 COLLECTOR 264 1 11 0 1125 25 13 1126 1137 1138 PA SR 2069 COLLECTOR 469 1 11 0 1125 25 13 1127 1138 1139 PA SR 2069 COLLECTOR 292 1 11 0 1125 25 13 1128 1139 1140 PA SR 2069 COLLECTOR 587 1 11 0 1125 25 13 1129 1140 958 PA SR 2069 COLLECTOR 2306 1 11 0 1700 50 13 1130 1141 1072 AUBEL RD LOCAL ROADWAY 4528 1 12 0 1575 35 14 1131 1149 1171 PA SR 2051 COLLECTOR 1062 1 12 0 1700 45 14 1132 1150 1149 WOODBINE RD LOCAL ROADWAY 3979 1 12 0 1575 35 14 1133 1157 1063 WOODBINE RD LOCAL ROADWAY 1791 1 12 0 1575 35 15 1134 1162 1072 PA SR 2051 COLLECTOR 1224 1 12 0 1700 45 14 1135 1163 1162 PA SR 2051 COLLECTOR 1313 1 12 0 1700 45 14 1136 1165 1163 PA SR 2051 COLLECTOR 2914 1 12 0 1700 45 14 1137 1165 1167 PA SR 2051 COLLECTOR 1248 1 12 0 1700 45 14 1138 1166 1165 GEMMILL RD LOCAL ROADWAY 1225 1 12 0 1575 35 14 Peach Bottom Atomic Power Station Evacuation Time Estimate K-77 KLD Engineering, P.C.Rev. 0 1139 1167 1169 PASR2OS1 COLLECTOR 20SO 1 12 0 1700 4S 14 1140 1169 1149 PA SR 2051 COLLECTOR 1309 1 12 0 1700 45 14 1141 1171 1173 PA SR 2051 COLLECTOR 3409 1 12 0 1700 45 14 1142 1173 1102 PA SR 2051 COLLECTOR 437 1 12 0 1575 35 14 1143 1174 1175 RIVER RD COLLECTOR 923 1 10 0 1700 40 8 1144 1174 1669 PA SR 324 COLLECTOR 333 1 11 1 1750 45 8 1145 1175 1176 RIVER RD COLLECTOR 1008 1 10 0 1700 40 8 1146 1176 1177 RIVER RD COLLECTOR 1090 1 10 0 1350 30 8 1147 1177 1178 RIVER RD COLLECTOR 319 1 10 0 1350 30 8 1148 1178 1179 RIVER RD COLLECTOR 503 1 10 0 1350 30 8 1149 1179 1180 RIVER RD COLLECTOR 930 1 10 0 1700 40 8 1150 1180 1181 RIVER RD COLLECTOR 326 1 10 0 1700 40 8 1151 1181 1182 RIVER RD COLLECTOR 1194 1 11 0 1700 40 8 1152 1182 1183 RIVER RD COLLECTOR 3218 1 11 0 1700 40 8 1153 1183 924 RIVER RD COLLECTOR 1117 1 11 0 1700 40 2 1154 1184 1185 RIVER RD COLLECTOR 540 1 11 0 1350 30 2 1155 1185 1186 RIVER RD COLLECTOR 1691 1 11 0 1700 40 2 1156 1186 1187 RIVER RD COLLECTOR 438 1 11 0 1575 35 2 1157 1187 1188 RIVER RD COLLECTOR 688 1 11 0 1575 35 2 1158 1188 1189 RIVER RD COLLECTOR 376 1 11 0 1575 35 2 1159 1189 1190 RIVER RD COLLECTOR 1120 1 11 0 1575 35 1 1160 1190 1191 RIVER RD COLLECTOR 576 1 11 0 1575 35 1 1161 1191 1192 RIVER RD COLLECTOR 1243 1 11 0 1700 40 1 1162 1192 1193 RIVER RD COLLECTOR 644 1 11 0 1125 25 1 1163 1193 1194 RIVER RD COLLECTOR 1380 1 11 0 1700 40 1 1164 1194 1195 RIVER RD COLLECTOR 1854 1 11 0 1700 40 1 1165 1195 1197 RIVER RD COLLECTOR 1118 1 11 0 1575 35 1 1166 1197 1198 RIVER RD COLLECTOR 1351 1 12 0 1700 40 1 Peach Bottom Atomic Power Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 i11/ 11 1200 RIVERU D CULLELIUT II94 1 l U 01/UU 4u I 1168 1199 1200 RIVER RD COLLECTOR 1941 1 12 0 1700 40 1 1169 1200 1201 RIVER RD COLLECTOR 2016 1 12 0 1700 40 1 1170 1201 1202 RIVER RD COLLECTOR 723 1 12 0 1700 40 1 1171 1202 1203 RIVER RD COLLECTOR 677 1 12 0 1700 40 1 1172 1203 1204 RIVER RD COLLECTOR 314 1 12 0 1575 35 1 1173 1204 1205 RIVER RD COLLECTOR 492 1 12 0 1275 40 1 1174 1206 1195 MAIN ST LOCAL ROADWAY 1981 1 12 0 1350 30 1 1175 1207 1206 MAIN ST LOCAL ROADWAY 1903 1 12 0 1350 30 1 1176 1207 1210 MAIN ST LOCAL ROADWAY 700 1 12 0 1350 30 1 1177 1208 1207 SPRING RUN RD LOCAL ROADWAY 1054 1 12 0 1350 30 1 1178 1209 1208 SPRING RUN RD LOCAL ROADWAY 614 1 12 0 1350 30 2 1179 1210 1211 MAIN ST LOCAL ROADWAY 4026 1 12 0 1350 30 2 1180 1211 1212 MAIN ST LOCAL ROADWAY 1377 1 12 0 1350 30 2 1181 1212 1213 MAIN ST LOCAL ROADWAY 523 1 12 0 1350 30 2 1182 1213 931 MAIN ST LOCAL ROADWAY 1064 1 12 0 1350 30 2 1183 1214 1212 PA SR 420 COLLECTOR 651 1 12 0 1575 35 2 1184 1215 1214 PA SR 420 COLLECTOR 971 1 12 0 1575 35 2 1185 1217 940 STONY LN COLLECTOR 2473 1 12 0 1575 35 2 1186 1218 939 NEW DANVILLE PIKE COLLECTOR 1544 1 12 2 1700 50 2 1187 1219 1220 PA SR 324 COLLECTOR 1917 1 10 0 1350 30 8 1188 1220 1221 PA SR 324 COLLECTOR 849 1 10 0 1350 30 8 1189 1221 1222 PA SR 324 COLLECTOR 371 1 10 0 1125 25 8 1190 1222 1223 PA SR 324 COLLECTOR 706 1 10 0 1125 25 8 1191 1223 1224 PA SR 324 COLLECTOR 658 1 10 0 1125 25 8 1192 1224 1225 PA SR 324 COLLECTOR 848 1 10 0 1125 25 8 1193 1225 1226 PA SR 324 COLLECTOR 556 1 11 1 1350 30 8 1194 1226 1227 PA SR 324 COLLECTOR 762 1 11 1 1350 30 8 Peach Bottom Atomic Power Station Evacuation Time Estimate K-79 KLD Engineering, P.C.Rev. 0 1Z I.LLI / LLZ5 VA.) iL4 t.LtL ,IUK I2UU 1 '1 1 lflu 5ii 1196 1228 1229 PA SR 324 COLLECTOR 832 1 11 1 1700 45 8 1197 1229 1230 PA SR 324 COLLECTOR 2785 1 11 1 1700 45 8 1198 1230 1231 PA SR 324 COLLECTOR 1271 1 11 1 1575 35 8 1199 1231 1232 PA SR 324 COLLECTOR 2671 1 11 1 1700 45 8 1200 1232 1174 PA SR 324 COLLECTOR 420 1 11 1 1700 45 8 1201 1234 1235 PA SR 324 COLLECTOR 2012 1 11 1 1700 45 8 1202 1235 1668 PA SR 324 COLLECTOR 533 1 11 1 1750 30 8 1203 1236 1668 RED HILL RD COLLECTOR 1438 1 11 0 1750 40 8 1204 1237 886 PA SR 324 COLLECTOR 1180 1 11 1 1350 30 8 1205 1238 1239 PA SR 413 COLLECTOR 2499 1 12 0 1700 40 8 1206 1239 1240 PA SR 413 COLLECTOR 3349 1 12 0 1700 40 8 1207 1240 1241 PA SR 413 COLLECTOR 649 1 12 0 1575 35 8 1208 1241 1666 PA SR 413 COLLECTOR 2035 1 12 0 1700 40 8 1209 1243 1244 PA SR 413 COLLECTOR 1431 1 12 0 1700 40 3 1210 1244 1245 PA SR 413 COLLECTOR 687 1 12 0 1575 35 3 1211 1245 1246 PA SR 413 COLLECTOR 1890 1 12 0 1700 40 3 1212 1246 1247 PA SR 413 COLLECTOR 481 1 12 0 1575 35 3 1213 1247 1248 PA SR 413 COLLECTOR 960 1 12 0 1575 35 3 1214 1248 711 PA SR 413 COLLECTOR 199 1 12 4 1700 45 3 1215 1249 164 US-222 COLLECTOR 1417 1 12 4 1700 45 17 1216 1250 1249 US-222 COLLECTOR 852 1 12 4 1700 45 17 1217 1251 1250 US-222 COLLECTOR 319 1 12 4 1700 40 17 1218 1252 1251 US-222 COLLECTOR 1372 1 12 4 1700 55 17 1219 1253 1252 US-222 COLLECTOR 954 1 12 4 1700 55 17 1220 1254 1253 US-222 COLLECTOR 5570 1 12 4 1700 55 17 1221 1254 1262 US-222 COLLECTOR 690 1 12 4 1700 55 17 1222 1255 1254 BLACK BARREN RD COLLECTOR 1364 1 12 0 1700 45 17 Peach Bottom Atomic Power Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 1223 11259 1254 BLACK BARREN RD COLLECTOR 1482 1 12 0 1700 45 17 1224 1262 1263 US-222 COLLECTOR 4465 1 12 4 1700 55 17 1225 1263 1264 US-222 COLLECTOR 2050 1 12 4 1700 55 17 1226 1264 1265 US-222 COLLECTOR 1470 1 12 4 1700 40 17 1227 1265 1266 US-222 COLLECTOR 2268 1 12 4 1700 55 17 1228 1266 1267 US-222 COLLECTOR 2521 1 12 4 1700 55 17 1229 1267 1268 US-222 COLLECTOR 1873 1 12 4 1700 55 24 1230 1268 1269 US-222 COLLECTOR 4013 1 12 4 1700 55 24 1231 1269 1270 US-222 COLLECTOR 1729 1 12 4 1700 55 24 1232 1270 1271 US-222 COLLECTOR 946 1 12 4 1700 55 24 1233 1271 1272 US-222 COLLECTOR 3952 1 12 4 1700 55 24 1234 1272 53 US-222 COLLECTOR 3940 1 12 4 1750 40 24 1235 1275 1251 PILOTTOWN RD COLLECTOR 5307 1 12 0 1700 45 17 1236 1276 1275 RIGBY RD COLLECTOR 2324 1 12 0 1700 45 16 1237 1277 1278 CHERRY MILL RD COLLECTOR 1582 1 12 0 1700 45 16 1238 1278 1276 RIGBY RD COLLECTOR 2113 1 12 0 1700 45 16 1239 1278 1279 CHERRY MILL RD COLLECTOR 3999 1 12 0 1700 45 16 1240 1279 1280 CHERRY MILL RD COLLECTOR 1491 1 12 0 1700 45 16 1241 1280 1281 PILOTTOWN RD COLLECTOR 1058 1 12 0 1575 35 16 1242 1281 1282 PILOTTOWN RD COLLECTOR 734 1 12 0 1575 35 16 1243 1282 1283 PA SR 434 COLLECTOR 842 1 12 0 1700 45 16 1244 1283 1285 PA SR 434 COLLECTOR 1682 1 12 0 1700 45 16 1245 1285 1286 PA SR 434 COLLECTOR 1424 1 12 0 1700 45 17 1246 1286 1287 PA SR 434 COLLECTOR 1695 1 12 0 1700 45 17 1247 1287 1288 OLD MILL RD COLLECTOR 1382 1 12 0 1700 45 17 1248 1288 1289 OLD MILL RD COLLECTOR 967 1 12 0 1700 45 17 1249 1289 1267 OLD MILL RD COLLECTOR 3503 1 12 0 1700 45 17 1250 1290 643 PA SR 2018 COLLECTOR 3880 1 12 0 1750 40 6 Peach Bottom Atomic Power Station Evacuation Time Estimate K-81 KLD Engineering, P.C.Rev. 0 1251 1306 1025 PA SR 2018 COLLECTOR 1513 1 12 0 1700 40 7 1252 1314 640 PA SR 2020 COLLECTOR 2656 1 12 0 1700 40 7 1253 1319 1023 PA SR 2020 COLLECTOR 1566 1 12 0 1700 40 7 1254 1325 803 PA SR 3006 COLLECTOR 212 1 12 0 1575 35 8 1255 1326 1325 PA SR 3006 COLLECTOR 2736 1 12 0 1700 40 8 1256 1329 803 PA SR 434 COLLECTOR 565 1 12 0 1700 40 8 1257 1335 1336 PA SR 372 COLLECTOR 1294 1 12 4 1700 60 8 1258 1336 1337 PA SR 372 COLLECTOR 1081 1 12 4 1700 60 8 1259 1337 1338 PA SR 372 COLLECTOR 3640 1 14 0 1700 60 15 1260 1338 1339 PA SR 372 COLLECTOR 1121 1 12 4 1700 60 15 1261 1339 1340 PA SR 372 COLLECTOR 1417 1 12 4 1700 60 15 1262 1340 1341 PA SR 372 COLLECTOR 1002 1 12 4 1700 60 15 1263 1341 1342 PA SR 372 COLLECTOR 1285 1 12 4 1700 60 15 1264 1342 618 PA SR 372 COLLECTOR 7771 1 12 4 1750 60 15 1265 1343 1341 FLAHARTY RD COLLECTOR 904 1 12 0 1700 40 15 1266 1344 1345 OLD FOUNTAIN GREEN RD LOCAL ROADWAY 420 1 12 0 1575 35 29 1267 1345 471 US-1 BUSINESS COLLECTOR 486 1 12 4 1750 45 29 1268 1346 1347 US-i BUSINESS COLLECTOR 1525 1 12 4 1750 45 29 1269 1347 599 US-1 BUSINESS COLLECTOR 1183 1 12 4 1750 45 29 1270 1348 1346 JOHNSON MILL RD LOCAL ROADWAY 1195 1 12 0 1575 35 29 1271 1354 1347 E JARRETTSVILLE RD COLLECTOR 2416 1 11 0 1750 40 29 1272 1355 1354 E JARRETTSVILLE RD COLLECTOR 1478 1 11 0 1700 40 29 1273 1356 1355 E JARRETTSVILLE RD COLLECTOR 446 1 11 0 1700 40 29 1274 1356 1357 E JARRETTSVILLE RD COLLECTOR 1010 1 11 0 1700 40 29 1'275 1357 1358 E JARRETTSVILLE RD COLLECTOR 698 1 11 0 1575 35 29 1276 1358 1360 E JARRETTSVILLE RD COLLECTOR 2250 1 11 0 1575 35 29 1277 1360 543 E JARRETTSVILLE RD COLLECTOR 2407 1 11 0 1750 35 28 1278 1361 1356 FAIRVIEW DR LOCAL ROADWAY 793 1 12 4 1575 35 29 Peach Bottom Atomic Power Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 1279 1280 1365 1358 EDWARDS MANOR DR LOCAL ROADWAY 2680 1 12 4 1575 35 29 1281 1366 541 CHESTNUT HILL RD LOCAL ROADWAY 2599 1 11 0 1575 35 28 1282 1372 541 MD SR 24 COLLECTOR 1485 1 12 0 1700 50 28 1283 1373 1372 GIER NURSERY RD COLLECTOR 2184 1 12 0 1700 45 28 1284 1383 528 CHERRY HILL RD COLLECTOR 357 1 12 4 1750 35 21 1285 1384 1383 CHERRY HILL RD COLLECTOR 808 1 12 4 1575 35 21 1286 1392 456 CHERRY HILL RD COLLECTOR 1146 1 12 4 1700 45 22 1287 1398 452 HEAPS RD COLLECTOR 1466 1 12 4 1700 45 22 1288 1403 1404 WJARRETTSVILLE RD COLLECTOR 1528 1 11 0 1575 35 28 1289 1404 1406 WJARRETTSVILLE RD COLLECTOR 3151 1 11 0 1700 45 28 1290 1404 1418 GRAFTON SHOP RD LOCAL ROADWAY 869 1 10 0 1700 35 28 1291 1406 1407 W JARRETTSVILLE RD COLLECTOR 611 1 11 0 1575 35 28 1292 1407 1410 W JARRETTSVILLE RD COLLECTOR 1868 1 11 0 1700 45 28 1293 1410 1411 W JARRETTSVILLE RD COLLECTOR 1538 1 11 0 1700 45 28 1294 1411 1412 W JARRETTSVILLE RD LOCAL ROADWAY 2254 1 11 0 1700 35 28 1295 1412 1414 W JARRETTSVILLE RD LOCAL ROADWAY 2911 1 11 0 1700 35 28 1296 1414 1419 W JARRETTSVILLE RD COLLECTOR 3756 1 11 0 1700 45 28 1297 1418 607 GRAFTON SHOP RD LOCAL ROADWAY 1148 1 10 0 1700 35 28 1298 1419 1423 W JARRETTSVILLE RD COLLECTOR 164 1 11 0 1700 40 28 1299 1420 1422 WJARRETTSVILLE RD COLLECTOR 4839 1 11 0 1700 45 28 1300 1422 444 W JARRETTSVILLE RD COLLECTOR 5581 1 11 0 1750 45 28 1301 1423 1420 W JARRETTSVILLE RD COLLECTOR 341 1 11 0 1700 40 28 1302 1424 1423 OLD FEDERAL HILL RD COLLECTOR 896 1 12 4 1700 45 28 1303 1425 1424 OLD FEDERAL HILL RD COLLECTOR 752 1 12 4 1700 45 28 1304 1431 436 MT HOREB RD LOCAL ROADWAY 961 1 10 0 1575 35 20 1305 1437 441 MD SR 165 COLLECTOR 1115 1 12 4 1700 50 20 1306 1438 1437 OLD FEDERAL HILL RD COLLECTOR 2114 1 12 4 1700 40 20 Peach Bottom Atomic Power Station Evacuation Time Estimate K-83 KLD Engineering, P.C.Rev. 0 IJU/ I144Z 44Z IVIU ZK lb. LUWLLI- IUK J.ijtU I _. q IL .UU 1 LI z/ 1 1308 1443 1442 NELSON MILL RD COLLECTOR 716 1 12 4 1700 40 20 1309 1450 430 ST CLAIR BRIDGE RD COLLECTOR 846 1 12 4 1750 45 21 1310 1453 429 FAWN GROVE RD LOCAL ROADWAY 1428 1 11 0 1575 35 21 1311 1456 1460 MD SR 136 COLLECTOR 4503 1 12 0 1700 55 21 1312 1457 1456 FAWN GROVE RD COLLECTOR 2857 1 12 4 1750 45 21 1313 1460 504 MD SR 136 COLLECTOR 9920 1 12 0 1700 55 20 1314 1461 1460 TELEGRAPH RD COLLECTOR 2172 1 12 4 1700 45 20 1315 1464 504 CAREA RD COLLECTOR 2341 1 12 4 1700 45 20 1316 1466 1467 MD SR 23 COLLECTOR 1536 1 12 1 1700 55 20 1317 1467 1468 MD SR 23 COLLECTOR 898 1 12 1 1700 55 20 1318 1468 1469 MD SR 23 COLLECTOR 593 1 12 1 1575 35 20 1319 1469 1470 MD SR 23 COLLECTOR 879 1 12 1 1575 35 20 1320 1470 1471 MD SR 23 COLLECTOR 4513 1 12 1 1700 55 20 1321 1471 1844 MD SR 23 COLLECTOR 1006 1 12 1 1575 35 20 1322 1477 1467 MEADOW TREE DR LOCAL ROADWAY 1062 1 12 0 1350 30 20 1323 1478 1479 US-1 BUSINESS COLLECTOR 1402 1 12 4 1700 45 30 1324 1479 1480 US-1 BUSINESS COLLECTOR 492 1 12 4 1700 45 30 1325 1480 1481 US-1 BUSINESS COLLECTOR 688 1 12 4 1700 45 30 1326 1481 1482 US-1 BUSINESS COLLECTOR 717 1 12 4 1700 45 30 1327 1482 1483 US-1 BUSINESS COLLECTOR 2097 1 12 4 1750 45 30 1328 1483 1484 US-1 BUSINESS LOCAL ROADWAY 1012 1 12 0 1575 35 30 1329 1483 1933 MOORES MILL RD LOCAL ROADWAY 1123 1 11 0 1350 30 30 1330 1484 1485 US-1 BUSINESS LOCAL ROADWAY 947 1 12 0 1750 35 30 1331 1485 1486 US-1 BUSINESS LOCAL ROADWAY 1908 1 12 0 1750 35 30 1332 1486 1684 MD SR 924 LOCAL ROADWAY 2354 1 11 0 1575 35 30 1333 1486 1685 US-1 BUSINESS LOCAL ROADWAY 585 1 12 4 1575 35 30 1334 1487 1482 HENDERSON RD LOCAL ROADWAY 1560 1 12 0 1350 30 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 1335 11488 1487 HENDERSON RD LOCAL ROADWAY 989 1 12 0 1350 30 30 1336 1489 1483 MOORES MILL RD COLLECTOR 566 1 12 4 1750 35 30 1337 1490 1489 MOO RES MILL RD COLLECTOR 777 1 12 4 1575 35 30 1338 1491 1490 MOORES MILL RD COLLECTOR 1191 1 12 4 1575 35 30 1339 1492 1491 MO-ORES MILL RD COLLECTOR 613 1 12 4 1575 35 30 1340 1493 1492 MOO RES MILL RD COLLECTOR 1315 1 12 4 1575 35 30 1341 1494 1495 SOUTHAMPTON RD LOCAL ROADWAY 571 1 12 4 1350 30 30 1342 1495 1493 SOUTHAMPTON RD LOCAL ROADWAY 144 1 12 4 1350 30 30 1343 1496 476 LEESWOOD RD LOCAL ROADWAY 1181 1 12 0 1575 35 30 1344 1498 1499 US-i S ACCESS ROAD FROM SR COLLECTOR 874 2 12 4 1900 45 30 24 1345 1498 1683 MIDSR 24 COLLECTOR 1247 1 12 0 1700 45 30 1346 1499 1500 241SACS RA RMS COLLECTOR 496 1 12 4 1700 45 30 1347 1500 83 US-i S ACCESS ROAD FROM SR COLLECTOR 475 1 12 4 1700 45 30 24 1348 1501 282 ROCK RUN RD COLLECTOR 1554 1 12 4 1700 45 33 1349 1505 283 MD SR 161 COLLECTOR 265 1 12 4 1700 45 33 1350 1506 1505 LEVEL VILLAGE RD COLLECTOR 615 1 12 4 1700 4S 33 1351 1S07 1506 LEVEL VILLAGE RD COLLECTOR 1S61 1 12 4 1700 45 32 1352 1510 291 MD SR 156 COLLECTOR 3706 1 11 0 1700 45 33 1353 1511 1510 MD SR 156 COLLECTOR 1394 1 11 0 1700 45 33 1354 1512 1511 MD SR 156 COLLECTOR 1695 1 11 0 1700 45 32 1355 1512 1513 MD SR 156 COLLECTOR 2183 1 11 0 1700 45 32 13S6 1S13 1514 MD SRl156 COLLECTOR 1559 1 11 0 1700 45 32 13S7 1514 i5i5 MD SR 156 COLLECTOR 891 1 11 0 1700 45 32 1358 1515 1518 MD SR 156 COLLECTOR 1024 1 11 0 1700 45 32 13S9 1516 1821 1MD SR 156 COLLECTOR 3797 1 11 0 1700 45 32 Peach Bottom Atomic Power Station Evacuation Time Estimate K-85 KILD Engineering, P.C.Rev. 0 1360 1517 1512 ALDINO STEPNEY RD COLLECTOR 894 1 12 4 1700 45 32 1361 1518 1516 MD SR 156 COLLECTOR 3819 1 11 0 1700 45 32 1362 1519 1520 PLANT ACCESS ROAD COLLECTOR 1034 1 13 0 1125 25 16 1363 1520 1521 PLANT ACCESS ROAD COLLECTOR 954 1 12 4 1125 25 16 1364 1521 1522 LAY RD COLLECTOR 1107 1 12 4 1575 35 16 1365 1522 1523 LAY RD COLLECTOR 1595 1 12 4 1575 35 16 1366 1523 1524 PAPER MILL RD LOCAL ROADWAY 1730 1 11 0 1700 30 15 1367 1523 1526 LAY RD COLLECTOR 1193 1 11 0 1350 30 15 1368 1524 1525 PAPER MILL RD LOCAL ROADWAY 2002 1 11 0 1700 30 15 1369 1525 381 PAPER MILL RD LOCAL ROADWAY 2962 1 11 0 1700 30 15 1370 1526 1527 LAY RD COLLECTOR 1445 1 11 0 1350 30 15 1371 1527 1528 LAY RD COLLECTOR 2216 1 11 0 1700 40 15 1372 1528 378 LAY RD COLLECTOR 1603 1 11 0 1700 40 15 1373 1529 379 DRIVEWAY LOCAL ROADWAY 855 1 12 0 1350 30 15 1374 1530 1531 LAY RD COLLECTOR 2798 1 11 1 1700 45 15 1375 1531 1532 LAY RD COLLECTOR 3095 1 11 1 1700 45 15 1376 1532 1545 PA SR 2045 COLLECTOR 1038 1 11 0 1700 45 15 1377 1532 1841 PA SR 2045 COLLECTOR 2956 1 11 0 1700 45 15 1378 1533 1534 PAPER MILL RD LOCAL ROADWAY 1835 1 10 0 1350 30 15 1379 1534 1535 PAPER MILL RD LOCAL ROADWAY 1184 1 10 0 675 15 15 1380 1535 1536 PAPER MILL RD LOCAL ROADWAY 1710 1 10 0 1350 30 15 1381 1536 613 PAPER MILL RD LOCAL ROADWAY 2756 1 10 0 1350 30 15 1382 1537 1538 PA SR 74 COLLECTOR 1097 1 12 4 1700 55 15 1383 1538 1539 PA SR 74 COLLECTOR 3338 1 12 4 1700 55 15 1384 1539 413 PA SR 74 COLLECTOR 3293 1 12 4 1700 55 15 1385 1540 1542 PA SR 74 COLLECTOR 4166 1 12 4 1700 55 15 1386 1540 1840 PA SR 74 COLLECTOR 1967 1 12 4 1750 55 15 1387 1541 1540 AILES RD LOCAL ROADWAY 960 1 12 0 1575 35 15 Peach Bottom Atomic Power Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 1.56 1--4L 1-1)41 VAP.Z,1/4
(-ULLtL.I UK IUUR I IL 4 I/UU .) 1 1389 1543 1544 PA SR 74 COLLECTOR 1926 1 12 4 1700 55 15 1390 1544 613 PA SR 74 COLLECTOR 1254 1 12 4 1700 45 15 1391 1545 1546 PA SR 2045 COLLECTOR 1635 1 11 0 1700 45 15 1392 1546 386 PA SR 2045 LOCAL ROADWAY 1692 1 11 0 1350 30 15 1393 1547 810 SUSQUEHANNOCK DR COLLECTOR 2070 1 12 0 1750 45 9 1394 1548 695 PA SR 272 COLLECTOR 1171 1 12 6 1700 60 9 1395 1549 1548 SILVER SPRING RD COLLECTOR 2233 1 12 0 1750 45 9 1396 1550 698 DEAVER RD COLLECTOR 1793 1 12 0 1700 45 9 1397 1551 689 SPRING VALLEY RD COLLECTOR 2341 1 10 0 1750 45 9 1398 1552 689 PA SR 272 COLLECTOR 1243 1 12 6 1750 60 9 1399 1553 1552 RIVER RD COLLECTOR 2262 1 12 0 1700 45 9 1400 1554 686 GOSHEN MILL RD COLLECTOR 1490 1 12 0 1700 45 16 1401 1555 681 US-222 COLLECTOR 422 1 12 4 1700 45 17 1402 1556 1555 FURNISS RD COLLECTOR 2696 1 12 0 1700 45 17 1403 1557 743 CENTER RD COLLECTOR 1364 1 12 0 1700 45 10 1404 1558 739 BLACK BEAR RD COLLECTOR 2290 1 12 0 1750 45 10 1405 1559 739 PUSEYVILLE RD COLLECTOR 2041 1 12 0 1750 45 10 1406 1560 738 LITTLE BRITAIN RD N COLLECTOR 1839 1 11 1 1700 50 10 1407 1561 729 SWIFT RD COLLECTOR 698 1 12 0 1700 45 17 1408 1562 1561 SWIFT RD COLLECTOR 1310 1 12 0 1700 45 17 1409 1563 726 FULTON INN RD COLLECTOR 2163 1 12 0 1700 45 17 1410 1564 168 LITTLE BRITAIN CHURCH RD COLLECTOR 985 1 12 0 1700 45 17 1411 1565 168 LITTLE BRITAIN CHURCH RD COLLECTOR 1334 1 12 0 1700 45 17 1412 1566 171 LITTLE BRITAIN RD COLLECTOR 1393 1 11 0 1700 50 17 1413 1567 172 LITTLE BRITAIN RD N COLLECTOR 2096 1 11 1 1750 50 17 1414 1568 180 KIRKS MILL RD COLLECTOR 2611 1 11 0 1700 40 18 1415 1569 179 PA SR 272 COLLECTOR 1320 1 12 1 1700 45 18 Peach Bottom Atomic Power Station Evacuation Time Estimate K-87 KID Engineering, P.C.K-87 KLD Engineering, P.C.Rev. 0 141b 1IJU i~b~f Fi'I'L UKUVt KU (AXLLU I UK 1140 1 IL U I /UU 4-) Its 1417 1571 187 LEES BRIDGE RD COLLECTOR 2537 1 12 0 1700 45 18 1418 1572 188 UNION SQUARE RD COLLECTOR 3113 1 12 0 1700 45 18 1419 1573 191 BALTIMORE PIKE COLLECTOR 2685 1 12 4 1700 50 18 1420 1574 868 PA SR 472 COLLECTOR 3476 1 11 0 1700 50 19 1421 1575 26 PA SR 10 COLLECTOR 2718 1 12 4 1700 50 19 1422 1576 864 PA SR 472 COLLECTOR 1324 1 12 0 1700 50 18 1423 1577 1576 STREET RD COLLECTOR 2146 1 11 0 1700 45 18 1424 1578 1576 STREET RD COLLECTOR 1656 1 11 0 1700 45 18 1425 1579 854 MT EDEN RD COLLECTOR 1313 1 12 0 1700 40 11 1426 1580 857 LONG LN LOCAL ROADWAY 1452 1 12 0 1575 35 18 1427 1581 849 STREET RD COLLECTOR 1582 1 11 0 1700 45 11 1428 1583 844 NOBLE RD COLLECTOR 1027 1 12 0 1700 45 10 1429 1584 843 BARTVILLE RD COLLECTOR 1591 1 12 0 1700 45 10 1430 1585 1264 LITTLE BRITAIN RD S COLLECTOR 2413 1 11 0 1700 50 17 1431 1586 791 N LIME ST COLLECTOR 2021 1 12 0 1750 45 10 1432 1587 756 US-222 COLLECTOR 646 1 12 0 1750 40 10 1433 1588 1587 W 5TH ST COLLECTOR 793 1 12 4 1575 35 10 1434 1589 828 PARK AVE COLLECTOR 768 1 12 4 1575 35 10 1435 1590 796 MAY POST OFFICE RD COLLECTOR 2396 1 12 4 1700 45 10 1436 1590 1936 MAY POST OFFICE RD COLLECTOR 1385 1 12 4 1700 45 10 1437 1591 799 PA SR 372 COLLECTOR 5006 1 12 0 1700 60 10 1438 1592 1591 BUSHONG RD COLLECTOR 2317 1 12 0 1700 45 10 1439 1593 799 MT PLEASANT RD COLLECTOR 2605 1 10 0 1700 40 4 1440 1594 794 HESS RD COLLECTOR 2050 1 11 0 1700 45 10 1441 1595 763 US-222 COLLECTOR 1361 1 12 6 1700 60 9 1442 1596 1595 PINE BLVD LOCAL ROADWAY 845 1 12 0 1350 30 9 1443 1597 765 CAMARGO RD COLLECTOR 1451 1 12 0 1700 45 9 Peach Bottom Atomic Power Station Evacuation Time Estimate K-88 KLD Engineering, P.C.Rev. 0 1444 1 -)I 6$4u V bMK 4/Z LUL)LLtLI L) Zulu I IL 4 1/UU Ou IU 1445 1599 1598 WESLEY RD COLLECTOR 1268 1 12 0 1700 45 10 1446 1600 767 WHITE OAK RD COLLECTOR 1498 1 12 0 1700 45 3 1447 1600 1973 WHITE OAK RD COLLECTOR 4901 1 12 0 1700 45 3 1448 1601 769 US-222 COLLECTOR 631 1 12 6 1700 60 3 1449 1602 1601 MAIN ST COLLECTOR 449 1 12 0 1750 30 3 1450 1603 1602 MAIN ST COLLECTOR 749 1 12 0 1700 40 3 1451 1604 818 HOLLOW RD COLLECTOR 3996 1 12 0 1700 45 9 1452 1605 703 PA SR 272 COLLECTOR 1174 1 12 4 1700 40 9 1453 1606 1605 TRUCE RD COLLECTOR 1570 1 12 0 1750 45 9 1454 1607 1605 TRUCE RD COLLECTOR 1029 1 12 0 1750 45 9 1455 1608 705 PA SR 272 COLLECTOR 2371 1 12 4 1700 40 9 1456 1609 1608 SCHOOLHOUSE RD COLLECTOR 2153 1 12 0 1700 45 9 1457 1610 708 PA SR 272 COLLECTOR 795 1 12 4 1700 40 9 1458 1611 1610 MT AIRY RD COLLECTOR 1185 1 12 0 1700 45 9 1459 1612 711 PA SR 413 COLLECTOR 1359 1 12 0 1700 45 3 1460 1613 713 BYERLAND CHURCH RD COLLECTOR 1427 1 12 0 1700 45 3 1461 1614 714 SHIPROCK RD COLLECTOR 1440 1 12 0 1700 45 3 1462 1615 716 W BOEHMS RD LOCAL ROADWAY 1183 1 12 0 1575 35 3 1463 1616 1617 E PENN GRANT RD COLLECTOR 1381 1 12 4 1700 40 3 1464 1617 1618 E PENN GRANT RD COLLECTOR 1733 1 12 4 1700 40 3 1465 1618 1619 E PENN GRANT RD COLLECTOR 3513 1 12 4 1750 50 3 1466 1619 783 US-222 COLLECTOR 1165 1 12 6 1700 60 3 1467 1620 1616 WOODHALL DR LOCAL ROADWAY 669 1 12 0 1575 35 3 1468 1621 1622 PA SR 272 MINOR ARTERIAL 2443 2 12 4 1900 40 2 1469 1622 788 PA SR 272 MINOR ARTERIAL 2401 2 12 4 1750 40 2 1470 1623 1621 E WYNWOOD DR LOCAL ROADWAY 886 1 12 0 1575 35 3 1471 1624 1621 W WYNWOOD DR LOCAL ROADWAY 648 1 12 0 1575 35 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-89 KLD Engineering, P.C.Rev. 0 1472 I1625 1618 HANS HERR DR LOCAL ROADWAY 1882 1 12 0 1575 35 3 1473 1626 1639 US-222 COLLECTOR 882 1 12 4 1750 50 2 1474 1627 1626 WILLOW VALLEY LAKES DR COLLECTOR 863 1 12 0 1750 35 3 1475 1628 1629 PA SR 272 MINOR ARTERIAL 801 2 12 4 1900 40 2 1476 1629 1869 PA SR 272 MINOR ARTERIAL 1514 2 12 4 1900 40 2 1477 1630 718 W PENN GRANT RD COLLECTOR 1306 1 12 0 1750 40 2 1478 1631 1629 W WILLOW RD COLLECTOR 1061 1 12 4 1575 35 2 1479 1632 1630 W PENN GRANT RD COLLECTOR 2657 1 12 0 1750 40 2 1480 1633 1632 MILLWOOD RD COLLECTOR 913 1 11 1 1700 40 2 1481 1634 1636 PA SR 741 COLLECTOR 2238 1 12 4 1750 50 2 1482 1635 1634 PA SR 741 COLLECTOR 536 1 12 4 1750 50 2 1483 1636 788 US-222 COLLECTOR 760 1 12 4 1750 50 2 1484 1637 1634 MILLWOOD RD COLLECTOR 699 1 11 1 1750 45 2 1485 1638 1636 US-222 COLLECTOR 861 1 12 4 1750 45 2 1486 1639 788 US-222 COLLECTOR 1344 1 12 4 1750 50 2 1487 1640 1639 PEACH BOTTOM RD COLLECTOR 919 1 12 0 1750 35 2 1488 1641 1617 EDGEMONT DR LOCAL ROADWAY 706 1 12 0 1575 35 3 1489 1642 789 WILLOW VALLEY SQ LOCAL ROADWAY 407 1 12 0 1750 30 2 1490 1644 894 PA SR 324 COLLECTOR 381 1 11 1 1700 40 2 1491 1645 1644 FROGTOWN RD COLLECTOR 2017 1 12 0 1700 40 2 1492 1646 1180 PEQUEA CREEK RD COLLECTOR 1843 1 12 0 1700 40 8 1493 1647 1648 RIVER HILL RD COLLECTOR 870 1 10 0 1700 40 8 1494 1648 1225 DUCK HILL RD COLLECTOR 771 1 10 0 1350 30 8 1495 1649 1219 BRIDGE VALLEY RD COLLECTOR 1825 1 10 0 1700 40 8 1496 1650 924 SHENKS FERRY RD COLLECTOR 813 1 12 0 1700 40 2 1497 1651 1181 RIVER HILL RD COLLECTOR 1779 1 10 0 1700 40 8 1498 1652 1197 CONESTOGA BLVD COLLECTOR 791 1 10 0 1700 40 1 1499 1653 1218 W PENN GRANT RD COLLECTOR 928 1 12 0 1575 35 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-90 KLD Engineering, P.C.Rev. 0 JbUU ib:4 z blLVK IVMIINt KU LULLkLIUK zUU I IL U I/UU 4U L 1501 1655 908 BAUMGARDNER RD LOCAL ROADWAY 1040 1 11 0 1700 30 2 1502 1656 1644 PA SR 324 COLLECTOR 1045 1 11 1 1700 40 2 1503 1657 1656 E LOOP RD COLLECTOR 2287 1 12 0 1700 40 2 1504 1658 914 W PENN GRANT RD COLLECTOR 1792 1 12 0 1700 40 2 1505 1659 905 INDIAN HILL RD COLLECTOR 638 1 12 0 1700 40 2 1506 1660 806 RIVER RD COLLECTOR 2854 1 10 0 1700 40 8 1507 1661 807 HILLDALE RD COLLECTOR 1445 1 11 0 1700 45 8 1508 1662 813 PENNY RD COLLECTOR 2386 1 12 0 1700 45 9 1509 1663 813 PENNY RD COLLECTOR 1340 1 12 0 1700 45 9 1510 1664 809 PENCROFT DR S COLLECTOR 1093 1 12 0 1700 45 9 1511 1665 1243 KREIDER RD COLLECTOR 557 1 12 0 1575 35 3 1512 1666 1243 PA SR 413 COLLECTOR 1995 1 12 0 1700 40 3 1513 1667 1666 RAWLINSVILLE RD COLLECTOR 1534 1 11 0 1700 40 2 1514 1668 1237 PA SR 324 COLLECTOR 245 1 11 1 1350 30 8 1515 1669 1234 PA SR 324 COLLECTOR 1436 1 11 1 1700 45 8 1516 1670 1669 RIVER RD COLLECTOR 1047 1 10 0 1750 40 8 1517 1671 934 MAIN ST COLLECTOR 654 1 12 2 1575 35 2 1518 1672 1671 SHADY LN DR COLLECTOR 1100 1 12 0 1575 35 2 1519 1673 780 LIME VALLEY RD LOCAL ROADWAY 1382 1 12 0 1575 35 3 1520 1674 772 US-222 COLLECTOR 1179 1 12 6 1700 45 3 1521 1675 1674 KRANTZ MILL RD COLLECTOR 2437 1 12 0 1700 45 3 1522 1676 1674 BUNKER HILL RD COLLECTOR 3030 1 12 0 1700 45 3 1523 1677 762 US-222 COLLECTOR 1770 1 12 6 1700 60 10 1524 1678 1677 FAIRVIEW RD COLLECTOR 722 1 12 0 1750 45 10 1525 1679 1682 MD SR 924 LOCAL ROADWAY 2595 1 11 4 1575 35 30 1526 1679 1684 MD SR 924 LOCAL ROADWAY 589 1 11 0 1575 35 30 1527 1680 1679 VALE RD LOCAL ROADWAY 1158 1 11 0 1750 30 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-91 KLD Engineering, P.C.Rev. 0 I -L- L INbS1 lb/! IV1UUKtI-MILL KU LULAL KUAUWAY 1 11 U _[ /,U J U 5U 1529 1682 1679 MD SR 924 LOCAL ROADWAY 2595 1 11 4 1750 35 30 1530 1682 1683 MD SR 924 COLLECTOR 1031 1 12 0 1700 45 30 1531 1683 1498 MD SR 24 COLLECTOR 1247 1 12 0 1700 45 30 1532 1683 1682 MD SR 924 COLLECTOR 1031 1 12 0 1700 45 30 1533 1684 1486 MD SR 924 LOCAL ROADWAY 2367 1 11 0 1750 35 30 1534 1684 1679 MD SR 924 LOCAL ROADWAY 590 1 11 0 1750 35 30 1535 1685 1486 US-1 BUSINESS LOCAL ROADWAY 585 1 12 4 1750 35 30 1536 1685 1855 US-1 BUSINESS MINOR ARTERIAL 1128 2 11 0 1750 30 30 1537 1686 1687 US-1 BUSINESS MINOR ARTERIAL 292 2 11 0 1750 30 30 1538 1687 1689 MD SR 924 MINOR ARTERIAL 991 1 11 0 1700 30 30 1539 1687 1692 US-1 BUSINESS COLLECTOR 562 2 12 0 1900 30 30 1540 1688 1686 MD SR 22 MINOR ARTERIAL 375 2 12 0 1750 35 30 1541 1688 1880 MD SR 924 MINOR ARTERIAL 393 2 11 0 1750 30 30 1542 1689 1690 MD SR 924 LOCAL ROADWAY 426 1 11 0 1350 30 30 1543 1690 1877 MD SR 924 LOCAL ROADWAY 2253 1 12 0 1750 35 30 1544 1692 1687 US-1 BUSINESS COLLECTOR 562 1 12 0 1750 30 30 1545 1692 1693 US-1 BUSINESS COLLECTOR 1155 2 12 0 1750 30 30 1546 1693 1694 US-1 BUSINESS COLLECTOR 619 2 12 0 1900 30 30 1547 1694 1861 US-1 BUSINESS COLLECTOR 430 2 12 0 1750 30 30 1548 1695 1698 MD SR 24 MINOR ARTERIAL 1058 2 12 10 1750 45 30 1549 1695 1700 MD SR 24 MINOR ARTERIAL 1487 3 12 4 1750 55 30 1550 1695 1846 US-1 BUSINESS COLLECTOR 1178 2 12 4 1750 40 30 1551 1696 87 MD SR 24 COLLECTOR 1415 1 12 10 1750 55 30 1552 1696 1698 MD SR 24 MINOR ARTERIAL 2224 2 12 10 1750 55 30 1553 1697 1848 US-1 BUSINESS COLLECTOR 646 1 12 4 1275 50 30 1554 1698 1695 MD SR 24 MINOR ARTERIAL 1058 2 12 10 1750 45 30 1555 1698 1696 MD SR 24 MINOR ARTERIAL 2224 2 12 10 1900 55 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-92 KLD Engineering, P.C.Rev. 0 1556 1699 1698 BOULTON ST MINORARTERIAL 728 2 12 4 1750 40 30 1557 1700 1701 MD SR 24 MINOR ARTERIAL 1365 3 12 4 1750 55 30 1558 1701 1849 MD SR 24 MINOR ARTERIAL 780 3 12 4 1900 55 30 1559 1702 1701 W MACPHAIL RD LOCAL ROADWAY 616 1 12 4 1750 35 30 1560 1703 1700 MARKETPLACE DR LOCAL ROADWAY 612 1 12 4 1750 35 30 1561 1704 311 PROSPECT MILL RD COLLECTOR 1853 1 12 0 1750 40 31 1562 1705 310 THOMAS RUN RD COLLECTOR 2347 1 12 4 1750 35 31 1563 1706 313 MD SR 543 COLLECTOR 1099 1 12 4 1750 45 31 1564 1707 1706 MD SR 543 COLLECTOR 1664 1 12 4 1700 45 31 1565 1708 315 MD SR 22 MINOR ARTERIAL 2568 2 12 0 1750 45 30 1566 1709 1708 BRIERHILL DR LOCAL ROADWAY 1029 1 12 0 1750 30 31 1567 1710 548 DELLCREST DR COLLECTOR 691 1 12 4 1750 35 30 1568 1711 547 OSBORNE PKWY COLLECTOR 877 2 12 4 1750 35 28 1569 1712 547 COLGATE DR COLLECTOR 726 1 12 4 1750 35 28 1570 1713 549 BYNUM RD COLLECTOR 1045 1 12 4 1750 35 30 1571 1714 1715 MD SR 22 COLLECTOR 2688 1 12 10 1700 45 32 1572 1715 1819 MD SR 22 COLLECTOR 3477 1 12 10 1700 45 32 1573 1716 1817 MD SR 22 MINOR ARTERIAL 638 2 12 0 1900 45 32 1574 1718 23 1-95 S ON-RAMP FROM SR 22 FREEWAY RAMP 936 1 14 10 1700 45 32 1575 1719 1720 MD SR 155 COLLECTOR 2239 1 12 4 1700 40 33 1576 1720 1721 MD SR 155 COLLECTOR 1886 1 12 4 1700 40 33 1577 1721 1722 MD SR 155 COLLECTOR 1894 1 12 4 1700 40 33 1578 1722 1723 MD SR 155 LOCAL ROADWAY 1875 1 12 4 1750 35 33 1579 1723 1724 US-40 MINOR ARTERIAL 2371 2 12 4 1900 45 33 1580 1723 1725 US-40 MINOR ARTERIAL 2665 2 12 4 1750 60 33 1581 1724 1723 US-40 MINOR ARTERIAL 2375 2 12 4 1750 45 33 1582 1724 1931 US-40 MINOR ARTERIAL 5974 2 12 0 1900 45 34 1583 1725 1723 US-40 MINOR ARTERIAL 2665 2 12 4 1750 60 33 Peach Bottom Atomic Power Station Evacuation Time Estimate K-93 KLD Engineering, P.C.Rev. 0 1584 1585+ I 4 + 4 4 4 +1726 1725 LEWIS LN COLLECTOR 912 1 12 4 1750 40 33 1586 1727 1729 US-40 MINOR ARTERIAL 1499 2 12 4 1425 60 33 1587 1727 1730 US-40 MINOR ARTERIAL 1879 2 12 4 1900 60 33 1588 1728 1727 MD SR 7 COLLECTOR 1205 1 12 4 1750 45 33 1589 1729 1727 US-40 MINOR ARTERIAL 1499 2 12 4 1750 60 33 1590 1730 1725 US-40 MINOR ARTERIAL 2713 2 12 4 1750 60 33 1591 1730 1727 US-40 MINOR ARTERIAL 1877 2 12 4 1750 60 33 1592 1731 1874 US-40 MINOR ARTERIAL 1062 2 12 4 1750 55 34 1593 1731 1932 US-40 MINOR ARTERIAL 839 2 12 0 1900 45 34 1594 1732 1733 MD SR 222 COLLECTOR 1832 1 12 4 1700 45 34 1595 1733 1731 MD SR 222 COLLECTOR 2034 1 12 4 1750 45 34 1596 1734 1874 US-40 MINOR ARTERIAL 2830 2 12 4 1750 55 34 1597 1735 776 US-222 COLLECTOR 2854 1 12 6 1700 60 3 1598 1736 770 US-222 COLLECTOR 1839 1 12 4 1700 45 3 1599 1737 757 US-222 AND SR 372 COLLECTOR 541 1 12 0 1750 30 10 1600 1737 758 US-222 AND SR 372 COLLECTOR 1854 1 12 0 1750 40 10 1601 1738 756 E 4TH ST LOCAL ROADWAY 551 1 11 0 1750 30 10 1602 1739 1740 MD SR 222 COLLECTOR 260 1 12 1 1350 30 34 1603 1740 116 MD SR 222 COLLECTOR 1220 1 12 4 1750 45 34 1604 1741 118 MD SR 222 COLLECTOR 690 1 12 4 1750 45 34 1605 1741 1742 1-95 N ON-RAMP FROM MD FREEWAY RAMP 1071 1 12 4 1700 45 34 222 1606 1742 1 1-95 N ON-RAMP FROM MD FREEWAY RAMP 1378 1 12 4 1700 45 34 222 1607 1743 1732 MD SR 222 COLLECTOR 973 1 12 4 1700 45 34 1608 1744 1743 ST MARKS CHURCH RD COLLECTOR 824 1 12 0 1750 40 34 1609 1745 150 CRAIGTOWN RD COLLECTOR 766 1 12 0 1700 45 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-94 KLD Engineering, P.C.Rev. 0 lblU 1/4b 148 FIRIKUWLKW RD CULLELIUK R5U_ 1 11 U I/UU 4b Zb 1611 1747 131 MD SR 273 LOCAL ROADWAY 1002 1 11 0 1350 30 25 1612 1748 1747 RISING SUN SHOPPING PLAZA LOCAL ROADWAY 398 1 12 0 1750 30 25 1613 1749 134 MD SR 273 COLLECTOR 3950 1 12 8 1700 55 25 1614 1750 1913 MD SR 272 COLLECTOR 2372 1 12 8 1700 55 26 1615 1750 1916 MD SR 273 COLLECTOR 2173 1 12 8 1700 55 26 1616 1751 1750 MD SR 272 COLLECTOR 1047 1 12 8 1750 55 26 1617 1752 191 PA SR 272 COLLECTOR 1013 1 11 1 1700 40 18 1618 1752 1755 PA SR 272 COLLECTOR 329 1 11 1 1700 40 18 1619 1753 1752 HERR DR LOCAL ROADWAY 558 1 12 0 1750 35 18 1620 1754 33 US- N ON-RAMP FROM PA SR FREEWAY RAMP 1174 1 12 4 1700 45 18 272 1621 1755 1752 PA SR 272 COLLECTOR 329 1 11 1 1750 40 18 1622 1755 1754 PA SR 272 COLLECTOR 163 1 12 4 1350 30 18 1623 1756 789 US-222 COLLECTOR 838 1 12 4 1750 40 2 1624 1757 922 NEW DANVILLE PIKE COLLECTOR 1849 1 12 2 1750 50 2 1625 1757 1930 LONG LN COLLECTOR 970 1 11 1 1700 40 2 1626 1758 1757 LONG LN COLLECTOR 1807 1 11 1 1750 40 2 1627 1759 758 PA SR 372 COLLECTOR 2280 1 12 4 1750 40 10 1628 1760 1759 OAK BOTTOM RD COLLECTOR 1546 1 12 0 1700 40 10 1629 1761 699 PA SR 372 COLLECTOR 434 1 12 4 1700 50 9 1630 1761 817 PA SR 372 COLLECTOR 4690 1 12 4 1700 50 9 1631 1762 1761 FRIENDLY DR COLLECTOR 696 1 12 4 1575 35 9 1632 1763 1762 FOUR PINES RD COLLECTOR 761 1 12 4 1575 35 9 1633 1764 699 PA SR 272 COLLECTOR 1272 1 12 6 1700 50 9 1634 1764 1935 FRIENDLY DR COLLECTOR 600 1 12 4 1575 35 9 1635 1765 1764 PA SR 372 COLLECTOR 855 1 12 8 1750 35 9 1636 1766 1765 PA SR 372 COLLECTOR 934 1 12 8 1575 35 9 Peach Bottom Atomic Power Station Evacuation Time Estimate K-95 KLD Engineering, P.C.Rev. 0 1638 1767 1768 US-1 COLLECTOR 1802 1 12 8 1700 50 23 1638 1767 168 US-i COLLECTOR 1802 1 12 8 1700 50 23 1640 1768 1767 US-i COLLECTOR 1802 2 12 8 1900 50 23 1641 1769 44 US-i COLLECTOR 2054 1 12 10 1700 60 25 1642 1769 45 US-i COLLECTOR 573 1 12 10 1750 60 25 1643 1770 45 MDSR 276 COLLECTOR 389 1 12 4 1750 45 25 1644 1771 1772 BARNSLEY RD COLLECTOR 2674 1 12 4 1700 45 19 1645 1772 1773 BARNSLEY RD COLLECTOR 2922 1 12 4 1750 45 19 1646 1773 1796 BALTIMORE PIKE COLLECTOR 394 1 12 4 1750 45 19 1647 1774 1775 S 3RD ST LOCAL ROADWAY 442 1 12 0 1350 30 19 1648 1775 1798 S 3RD ST LOCAL ROADWAY 392 1 12 0 1350 30 19 1649 1776 1773 BALTIMORE PIKE COLLECTOR 3115 1 12 4 1750 50 19 1650 1777 1779 PA SIR 10 LOCAL ROADWAY 734 1 12 0 1350 30 19 1651 1777 1780 PINE ST COLLECTOR 277 1 12 0 1575 35 19 1652 1778 355 S 3RD ST LOCAL ROADWAY 1048 1 12 0 1750 30 19 1653 1779 1873 PA SIR 10 COLLECTOR 665 1 12 0 1750 40 19 1654 1780 1574 PA SIR 472 COLLECTOR 854 1 11 0 1700 40 19 1655 1780 1777 PINE ST COLLECTOR 277 1 12 0 17S0 35 19 1656 1781 355 PA5SR 472 LOCAL ROADWAY 520 1 12 0 1750 30 19 1657 1782 1778 HODGSON ST LOCAL ROADWAY 654 1 12 0 1750 30 19 16S8 1783 1S75 PA SIR 10 COLLECTOR 1595 1 12 1 1700 40 19 1659 1784 1783 OXFORD SQUARE LOCAL ROADWAY 883 1 12 0 1750 35 19 1660 1785 1783 PA SR 10 COLLECTOR 642 1 12 1 1750 40 19 1661 1786 1785 OXFORD COMMONS LOCAL ROADWAY 621 1 12 0 1750 35 19 1662 1787 51 CONNELLY RD COLLECTOR 2428 1 11 0 1750 45 24 1663 1788 105 MID SIR 276 COLLECTOR 1265 1 12 4 1750 30 33 1664_ 1789 1790 BARNES CORNER ROAD COLLECTOR 489 1 11 0 1700 45 25 Peach Bottom Atomic Power Station Evacuation Time Estimate K-96 KLD Engineering, P.C.Rev. 0 lbb i I/JU ZUb bAKNt3 LUKNtK KUAU LULLULIUK I4Lz L 1 IJ11 U IIUU 4.uu L -1 1 1666 1791 1789 BARNES CORNER ROAD COLLECTOR 1543 1 11 0 1700 45 25 1667 1792 1793 PA SR 272 COLLECTOR 4218 1 12 4 1700 55 19 1668 1793 1794 MD SR 272 COLLECTOR 2585 1 12 8 1700 55 19 1669 1794 1751 MD SR 272 COLLECTOR 3257 1 12 8 1700 55 26 1670 1796 1774 BALTIMORE PIKE COLLECTOR 3120 1 12 4 1700 45 19 1671 1797 1796 WATERWAY RD COLLECTOR 667 1 12 0 1750 35 19 1672 1798 1778 S 3RD ST LOCAL ROADWAY 1284 1 12 0 1750 30 19 1673 1798 1799 SOUTH ST LOCAL ROADWAY 2007 1 12 0 1350 30 19 1674 1799 1800 5TH ST LOCAL ROADWAY 1719 1 12 0 1350 30 19 1675 1800 1781 PA SR 472 LOCAL ROADWAY 506 1 12 0 1350 30 19 1676 1800 1801 N 5TH ST LOCAL ROADWAY 764 1 12 0 1350 30 19 1677 1800 1802 PA SR 472 LOCAL ROADWAY 1486 1 12 0 1350 30 19 1678 1801 1870 N 5TH ST LOCAL ROADWAY 302 1 12 0 1350 30 19 1679 1802 1803 PA SR 472 COLLECTOR 1102 1 12 0 1700 50 19 1680 1804 1805 PA SR 896 COLLECTOR 2839 1 12 0 1700 50 5 1681 1804 1894 PA SR 896 COLLECTOR 1297 1 12 0 1700 50 5 1682 1805 1811 PA SR 896 COLLECTOR 4610 1 12 0 1700 50 11 1683 1806 1807 MAPLE SHADE RD COLLECTOR 4246 1 11 0 1700 45 11 1684 1807 1808 MAPLE SHADE RD COLLECTOR 5069 1 11 0 1700 45 11 1685 1808 1809 MAPLE SHADE RD COLLECTOR 3639 1 11 0 1700 45 11 1686 1809 1810 MAPLE SHADE RD COLLECTOR 3460 1 11 0 1700 45 11 1687 1810 1923 PA SR 896 COLLECTOR 5236 1 12 0 1700 45 11 1688 1811 1812 PA SR 896 COLLECTOR 9714 1 12 0 1700 45 11 1689 1812 1813 PA SR 896 COLLECTOR 1701 1 12 0 1700 45 11 1690 1813 1810 PA SR 896 COLLECTOR 4506 1 12 0 1700 45 11 1691 1815 10 1-95 N TOLL PLAZA FREEWAY 877 2 12 10 1900 45 34 1692 1815 11 1-95 FREEWAY 594 3 12 10 2250 70 34 Peach Bottom Atomic Power Station Evacuation Time Estimate K-97 KLD Engineering, P.C.Rev. 0 1693 1817 1818 MD SR 22 COLLECTOR 196 1 12 0 1700 45 32 1694 1818 1718 1-95 S ON-RAMP FROM SR 22 FREEWAY RAMP 704 1 14 10 1700 45 32 1695 1819 1716 MD SR 22 MINOR ARTERIAL 594 2 12 0 1750 45 32 1696 1820 1716 TECHNOLOGY DR LOCAL ROADWAY 818 1 12 0 1750 35 32 1697 1821 1822 MD SR 156 COLLECTOR 222 1 12 4 1350 30 32 1698 1822 302 MD SR 22 COLLECTOR 1006 1 12 10 1700 45 32 1699 1823 309 MD SR 22 COLLECTOR 597 1 12 10 1700 50 32 1700 1824 1823 CAMPUS HILLS SHOPPING LOCAL ROADWAY 759 1 12 0 1750 30 32 CENTER 1701 1825 310 MD SR 22 COLLECTOR 2126 1 12 4 1750 50 32 HARFORD COMMUNITY 1702 1826 1825 COLLEGE SOUNTR LOCAL ROADWAY 927 1 12 0 1750 35 32 COLLEGE SOUTH ENTRANCE 1703 1827 313 MD SR 22 MINOR ARTERIAL 1385 2 12 4 1750 50 31 1704 1828 314 MOORES MILL RD COLLECTOR 1605 1 12 4 1750 35 31 1705 1829 315 JOHN CARROLL SCHOOL LOCAL ROADWAY 803 1 12 0 1750 30 30 ACCESS ROAD 1706 1830 1688 MD SR 22 MINOR ARTERIAL 584 3 12 0 1750 35 30 1707 1831 1830 MAITLAND ST LOCAL ROADWAY 344 1 12 0 1750 30 30 1708 1832 1831 MAITLAND ST LOCAL ROADWAY 503 1 12 0 1750 30 30 1709 1833 1831 MD SR 22 LOCAL ROADWAY 383 1 12 0 1750 35 30 1710 1834 549 MD SR 24 MINOR ARTERIAL 592 2 12 0 1750 45 30 1711 1835 548 SPENCEOLA PKWY COLLECTOR 697 1 12 4 1750 35 30 1712 1836 1834 FOREST VALLEY DR COLLECTOR 589 1 12 4 1750 35 30 1713 1837 424 MDSR165ANDSR24TRAFFIC COLLECTOR 353 1 12 4 900 20 21 CIRCLE 1714 1838 1837 MD SR 165 AND SR 24 TRAFFIC COLLECTOR 285 1 12 4 900 20 21 CIRCLE 1715 1839 509 MD SR 24 COLLECTOR 1479 1 12 0 1700 45 21 Peach Bottom Atomic Power Station Evacuation Time Estimate K-98 KLD Engineering, P.C.Rev. 0 1716 1840 1054 PA SR 74 AND SR 851 TRAFFIC CIRCLE COLLECTOR 180 I 12 4 900 20 15 1717 1841 1840 PA SIR 74 AND SR 851 TRAFFIC COLLECTOR 291 1 12 4 1750 20 15 CIRCLE____________
__1718 1842 1537 PA SR 74 COLLECTOR 2526 1 12 4 1700 55 15 1719 1843 478 THOMAS RUN RD COLLECTOR 1322 1 12 0 1750 35 31 1720 1844 1928 MD SR 23 COLLECTOR 531 1 12 1 1575 35 20 1721 1845 77 US-1 COLLECTOR 893 1 12 10 1700 55 29 1722 1845 78 US-1 MINOR ARTERIAL 2000 2 12 10 1750 55 29 1723 1846 1697 US-1 BUSINESS COLLECTOR 424 2 12 4 1900 40 30 1724 1847 1846 N TOLLGATE RD COLLECTOR 881 1 12 4 1750 40 30 1725 1849 1850 MD SR 24 MINOR ARTERIAL 629 3 12 4 1425 55 30 1726 1851 292 MD SR 462 COLLECTOR 2274 1 12 4 1750 55 33 1727 1852 296 BULLE ROCK PKWY COLLECTOR 891 1 12 1 1750 40 33 1728 1853 1719 CANVASBACK DR LOCAL ROADWAY 743 1 12 0 1750 30 33 1729 1854 1485 E BROADWAY LOCAL ROADWAY 593 1 12 0 1750 35 30 1730 1855 1856 US-1 BUSINESS MINOR ARTERIAL 287 3 11 0 1750 30 30 1731 1856 1686 US-1 BUSINESS MINOR ARTERIAL 617 3 11 0 1750 30 30 1732 1857 1856 OFFICE ST LOCAL ROADWAY 218 1 12 0 1750 30 30 1733 1858 1855 W PENNSYLVANIA ST LOCAL ROADWAY 346 1 12 0 1750 30 30 1734 1859 1693 S ATWOOD RD LOCAL ROADWAY 468 1 12 0 1750 35 30 1735 1860 1694 SHOPPING CENTER DRIVEWAY LOCAL ROADWAY 336 1 12 0 1700 35 30 1736 1861 1695 US-1 BUSINESS COLLECTOR 460 2 12 0 1750 30 30 1737 1862 1861 BEL AIR PLAZA LOCAL ROADWAY 321 1 12 0 1750 30 30 1738 1863 1864 PLEASANT VALLEY RD COLLECTOR 3991 1 12 0 1700 45 13 1739 1864 1865 PLEASANT VALLEY RD COLLECTOR 1308 1 12 0 1700 45 13 1740 1865 1866 PLEASANT VALLEY RD COLLECTOR 3673 1 12 0 1700 45 13 1741 1866 1867 PLEASANT VALLEY RD COLLECTOR 688 1 12 0 1700 45 13 Peach Bottom Atomic Power Station Evacuation Time Estimate K-99 KLD Engineering, P.C.Rev. 0 1743 1868 586 PLEASANT VALLEY RD COLLECTOR 1114 1 12 0 1700 45 13 1744 1869 1630 PA SR 272 MINOR ARTERIAL 367 1 12 4 1750 40 2 1745 1870 1871 CHASEST LOCAL ROADWAY 412 1 12 0 1350 30 19 1746 1871 1872 N 4TH ST LOCAL ROADWAY 618 1 12 0 1350 30 19 1747 1872 1873 PARK ST LOCAL ROADWAY 347 1 12 0 1350 30 19 1748 1873 1785 PA SR 10 COLLECTOR 2096 1 12 0 1750 40 19 1749 1874 1731 US-40 MINOR ARTERIAL 1061 2 12 4 1750 55 34 1750 1874 1734 US-40 MINOR ARTERIAL 2830 2 12 4 1900 55 34 1751 1875 1874 COUDON BLVD COLLECTOR 837 1 12 4 1750 45 34 1752 1876 1688 MD SR 924 MINOR ARTERIAL 335 2 11 0 1750 30 30 1753 1877 1691 MD SR 924 COLLECTOR 936 1 12 0 1275 45 30 1754 1878 1877 E MACPHAIL RD LOCAL ROADWAY 869 1 12 4 1750 35 30 1755 1879 1876 MD SR 924 MINOR ARTERIAL 592 2 11 0 1750 30 30 1756 1880 1881 MD SR 924 MINOR ARTERIAL 470 2 11 0 1750 30 30 1757 1881 1884 MD SR 924 MINOR ARTERIAL 732 2 11 0 1900 30 30 1758 1882 1880 W COURTLAND ST LOCAL ROADWAY 196 1 11 0 1750 30 30 1759 1883 1881 E PENNSYLVANIA ST LOCAL ROADWAY 406 1 12 0 1750 30 30 1760 1884 1685 MD SR 924 MINOR ARTERIAL 465 2 11 0 1900 30 30 1761 1885 1876 US-1 BUSINESS MINOR ARTERIAL 191 2 12 0 1750 30 30 1762 1886 1927 US-1 MINOR ARTERIAL 671 2 12 4 1900 55 30 1763 1887 149 MD SR 275 COLLECTOR 472 1 12 8 1750 55 25 1764 1887 150 MD SR 275 COLLECTOR 2439 1 12 8 1700 55 25 1765 1888 37 US-1 COLLECTOR 1572 2 12 10 1900 60 18 1766 1888 38 US-i COLLECTOR 1078 1 12 10 1700 60 18 1767 1889 1891 PA SR 741 COLLECTOR 2212 1 12 1 1750 45 3 1768 1890 1951 PA SR 741 COLLECTOR 2352 1 12 1 1700 45 3 1769 1891 1892 PA SR 741 COLLECTOR 2002 1 12 1 1700 45 3 Peach Bottom Atomic Power Station Evacuation Time Estimate K-100 KLD Engineering, P.C.Rev. 0 1//U I L 1 U VA i/41 IUK b1° I IL I IIUU 3.) 5 1 1771 1893 1891 LAMPETER RD COLLECTOR 1199 1 12 0 1750 40 3 1772 1894 1895 PA SR 896 COLLECTOR 1120 1 12 0 1700 50 5 1773 1895 1896 PA SR 896 COLLECTOR 2321 1 12 0 1700 50 5 1774 1896 1897 PA SR 896 COLLECTOR 608 1 12 0 1700 50 5 1775 1897 1898 PA SR 372 COLLECTOR 2759 1 12 0 1700 50 5 1776 1898 1899 PA SR 372 COLLECTOR 1154 1 12 0 1700 50 5 1777 1899 1900 PA SR 372 COLLECTOR 3187 1 12 0 1700 50 5 1778 1900 1901 PA SR 372 COLLECTOR 831 1 12 0 1700 50 5 1779 1902 1903 MD SR 23 COLLECTOR 2917 1 12 0 1575 35 27 1780 1903 1904 MD SR 23 COLLECTOR 3516 1 12 0 1700 55 27 1781 1904 1905 MD SR 23 COLLECTOR 3985 1 12 0 1750 55 27 1782 1905 1907 MD SR 23 COLLECTOR 4437 1 12 0 1700 55 27 1783 1906 1905 MD SR 146 COLLECTOR 2082 1 12 0 1750 55 27 1784 1908 1909 MARSTELLER RD COLLECTOR 703 1 11 0 1700 45 13 1785 1909 1910 MARSTELLER RD COLLECTOR 5642 1 11 0 1700 45 13 1786 1910 1911 DRACO RD COLLECTOR 548 1 11 0 1125 25 20 1787 1911 1912 MD SR 23 COLLECTOR 3362 1 12 1 1700 55 20 1788 1912 508 MD SR 23 COLLECTOR 4983 1 12 1 1700 55 20 1789 1913 1914 MD SR 272 COLLECTOR 1729 1 12 8 1700 55 26 1790 1914 1915 MD SR 272 COLLECTOR 1021 1 12 8 1700 55 26 1791 1917 1918 PA SR 2067 COLLECTOR 1696 1 11 0 1700 45 13 1792 1919 1814 PA SR 896 COLLECTOR 1319 1 12 0 1700 45 12 1793 1920 1919 PA SR 896 COLLECTOR 337 1 12 0 1575 35 12 1794 1921 1920 PA SR 896 COLLECTOR 2103 1 12 0 1700 45 12 1795 1922 1921 PA SR 896 COLLECTOR 2266 1 12 0 1700 45 11 1796 1923 1922 PA SR 896 COLLECTOR 1319 1 12 0 1700 45 11 1797 1924 27 US-1 FREEWAY 1056 2 12 10 2250 65 19 Peach Bottom Atomic Power Station Evacuation Time Estimate K-101 KLD Engineering, P.C.Rev. 0 1798 11925 23 1-95 FREEWAY 1426 3 12 10 2250 70 32 1799 1926 87 US-i MINOR ARTERIAL 1352 2 12 4 1750 55 30 1800 1926 88 US-i COLLECTOR 1256 1 12 4 1700 55 30 1801 1927 88 US-i COLLECTOR 596 1 12 4 1700 55 30 1802 1927 1886 us-i MINOR ARTERIAL 665 2 12 4 1425 55 30 1803 1928 1472 MID SIR 23 COLLECTOR 2033 1 12 1 1700 55 20 1804 1929 1030 PA SIR 425 COLLECTOR 1740 1 12 1 1700 50 6 1805 1930 920 LONG LN COLLECTOR 909 1 11 1 1750 40 2 1806 1931 1724 US-40 MINOR ARTERIAL 5974 2 12 0 1900 45 34 1807 1931 1932 US-40 EAST TOLL PLAZA MINOR ARTERIAL 1884 2 12 0 1575 35 34 1808 1932 1731 US-40 MINOR ARTERIAL 839 2 12 0 1750 45 34 1809 1932 1931 US-40 MINOR ARTERIAL 1884 2 12 0 1900 45 34 1810 1933 1681 MOORES MILL RD LOCAL ROADWAY 998 1 11 0 1350 30 30 1811 1934 1494 SOUTHAMPTON RD LOCAL ROADWAY 1237 1 12 4 1350 30 30 1812 1935 1762 FRIENDLY DR COLLECTOR 552 1 12 4 1575 35 9 1813 1936 1937 MAY POST OFFICE RD COLLECTOR 1584 1 12 4 1700 45 10 1814 1937 1938 MAY POST OFFICE RD COLLECTOR 3324 1 12 4 1700 45 4 1815- 1938 1939 MAY POST OFFICE RD COLLECTOR 2315 1 12 4 1700 45 4 1816 1939 1940 MAY POST OFFICE RD COLLECTOR 3410 1 12 4 1700 45 4 1817 1940 1941 MAY POST OFFICE RD COLLECTOR S051 1 12 4 1700 45 4 1818 1941 1942 MAY POST OFFICE RD COLLECTOR 2389 1 12 4 1700 45 4 1819 1942 1943 MAY POST OFFICE RD COLLECTOR 2781 1 12 4 1700 45 -4 1820 1943 1944 MAY POST OFFICE RD COLLECTOR 1744 1 12 4 1700 45 4 1821 1944 1945 MAY POST OFFICE RD COLLECTOR 1014 1 12 4 1700 45 4 1822 1945 1946 MAY POST OFFICE RD COLLECTOR 1121 1 12 4 1700 45 4 1823 1946 1947 MAY POST OFFICE RD COLLECTOR 3897 1 12 4 1700 45 4 1824 1947 1948 S DECATUR ST LOCAL ROADWAY 1497 1 12 0 1750 30 4 1825 1948 1949 N DECATUR ST LOCAL ROADWAY 2142 1 12 1 1750 30 4 Peach Bottom Atomic Power Station Evacuation Time Estimate K-102 KLD Engineering, P.C.Rev. 0 1826 1948 1955 PA SR 741 LOCAL ROADWAY 2003 1 12 1 1350 30 3 1827 1948 1964 PA SR 741 LOCAL ROADWAY 1704 1 12 1 1350 30 4 1828 1949 1970 PA SR 896 LOCAL ROADWAY 1349 1 12 1 1350 30 3 1829 1950 1972 PA SR 896 COLLECTOR 793 1 12 1 1275 50 3 1830 1951 1952 PA SR 741 COLLECTOR 1096 1 12 1 1350 30 3 1831 1952 1953 PA SR 741 COLLECTOR 4729 1 12 1 1700 45 3 1832 1953 1954 PA SR 741 LOCAL ROADWAY 779 1 12 1 1350 30 3 1833 1954 1955 PA SR 741 LOCAL ROADWAY 3954 1 12 1 1350 30 3 1834 1955 1948 PA SR 741 LOCAL ROADWAY 2003 1 12 1 1750 30 3 1835 1955 1956 LANCASTER AVE LOCAL ROADWAY 994 1 12 1 1350 30 3 1836 1956 1958 STRASBURG PIKE LOCAL ROADWAY 1531 1 12 1 1350 30 3 1837 1957 1959 STRASBURG PIKE COLLECTOR 1791 1 12 1 1700 45 3 1838 1958 1957 STRASBURG PIKE LOCAL ROADWAY 1409 1 12 1 1350 30 3 1839 1959 1960 STRASBURG PIKE COLLECTOR 825 1 12 1 1275 45 3 1840 1961 1965 PA SR 741 LOCAL ROADWAY 2277 1 12 1 1350 30 4 1841 1962 1961 PA SR 896 LOCAL ROADWAY 750 1 12 6 1750 30 4 1842 1963 1949 PA SR 896 LOCAL ROADWAY 1039 1 12 6 1750 30 4 1843 1964 1961 PA SR 741 LOCAL ROADWAY 1038 1 12 1 1750 30 4 1844 1965 1966 PA SR 741 COLLECTOR 2667 1 12 1 1750 55 4 1845 1966 1968 PA SR 741 COLLECTOR 3476 1 12 1 1700 55 4 1846 1967 1966 PARADISE LN COLLECTOR 1419 1 12 0 1750 45 4 1847 1968 1969 PA SR 741 COLLECTOR 2440 1 12 1 1700 55 4 1848 1970 1950 PA SR 896 COLLECTOR 1966 1 12 1 1750 50 3 1849 1971 1950 HERR RD COLLECTOR 1005 1 12 0 1750 45 3 1850 1973 1974 WHITE OAK RD COLLECTOR 2745 1 12 0 1700 45 4 1851 1974 1975 WHITE OAK RD COLLECTOR 2073 1 12 0 1700 45 4 1852 1975 1976 WHITE OAK RD COLLECTOR 755 1 12 0 1700 45 4 1853 1976 1940 WHITE OAK RD COLLECTOR 4127 1 12 0 1700 45 4 Peach Bottom Atomic Power Station Evacuation Time Estimate K-103 KLD Engineering, P.C.Rev. 0 1J.:)4 zsUUtf to I -- [d 1-K-tVV- AY 1 //?5 1 _ IL .U L L DU /U U 1855 8023 1925 1-95 FREEWAY 1142 3 12 10 2250 70 32 1856 8027 1924 US-1 FREEWAY 1124 2 12 10 2250 65 19 1857 8088 1886 US-1 MINOR ARTERIAL 885 2 12 4 1900 55 30 1858 8729 1729 US-40 MINOR ARTERIAL 2497 2 12 4 1900 60 33 1859 8734 1734 US-40 MINOR ARTERIAL 2520 2 12 4 1900 55 34 EXIT LIN 1205 8205 RIVER RD COLLECTOR 794 1 12 0 1275 40 1 LINK EXIT 1969 8969 PA SR 741 COLLECTOR 3725 1 12 1 1700 55 4 LINK EXIT LIN 1030 8030 PA SR 425 COLLECTOR 2741 1 12 1 1700 50 6 LINK EXIT LIN 648 8648 PA SR 74 COLLECTOR 3129 1 12 4 1700 50 6 LINK EXIT 1918 8918 PA SR 2067 COLLECTOR 1082 1 11 0 1700 45 13 LINK EXIT LIN 590 8590 PA SR 851 COLLECTOR 1382 1 12 0 1275 45 13 LINK EXIT LI 1803 8803 PA SR 472 COLLECTOR 1996 1 12 0 1700 50 19 LINK EXIT LIN 1924 8027 US-i FREEWAY 1124 2 12 10 2250 65 19 LINK EXIT LIN 1691 8691 MD SR 924 COLLECTOR 968 1 12 0 1275 45 30 LINK EXIT LIN 1972 8972 PA SR 896 COLLECTOR 1144 1 12 1 1275 50 3 LINK EXIT LIN 1901 8901 PA SR 372 COLLECTOR 2133 1 12 0 1700 50 5 LINKIII Peach Bottom Atomic Power Station Evacuation Time Estimate K-104 KLD Engineering, P.C.Rev. 0 EXIT LI NK 1907 8907 MD SR 23 COLLECTOR 2275 1 12 0 1700 55 27 LXINK 1915 8915 MD SR 272 COLLECTOR 1525 1 12 8 1700 55 26 LXITN 1916 8138 MD SR 273 COLLECTOR 1966 1 12 8 1700 55 26 EXITK LXINK 1643 8643 US-222 COLLECTOR 806 1 12 4 1700 40 2 EXITK LXINK 1960 8960 STRASBURG PIKE COLLECTOR 874 1 12 1 1275 45 3 EXITK LXITN 1925 8023 1-95 FREEWAY 1142 3 12 10 2250 70 32 EXITK LXINK 263 8263 MD SR 136 COLLECTOR 1264 1 12 0 1700 45 32 EXITK LXIT N9 8009 1-95 FREEWAY 1748 3 12 10 2250 70 26 EXITK LXINK 1886 8088 US-i MINOR ARTERIAL 885 2 12 4 1425 55 30 EXITK LXINK 1850 8850 MD SR 24 MINOR ARTERIAL 604 2 12 4 1425 55 30 EXITK LXITN 1814 8814 PA SR 896 COLLECTOR 828 1 12 0 1700 45 12 EXITK LXINK 923 8923 PA SR 741 COLLECTOR 1144 1 11 1 1700 45 2 EXITK LXINK 1729 8729 US-40 MINOR ARTERIAL 2497 2 12 4 1425 60 33 EXITK LXINK 1472 8472 MD SR 23 COLLECTOR 1889 1 12 1 1700 55 20 Peach Bottom Atomic Power Station Evacuation Time Estimate K-105 KLD Engineering, P.C.Rev. 0 EXIT LINK 448 8448 MD SR 165 COLLECTOR 706 1 12 0 1700 45 28 EXIT LIN 1734 8734 US-40 MINOR ARTERIAL 2520 2 12 4 1900 55 34 LINK EXIT 212 8212 MD SR 274 COLLECTOR 1189 1 12 8 1700 55 25 LINK EXIT 1848 8697 US-i BUSINESS COLLECTOR 829 1 12 4 1275 50 30 LINK Peach Bottom Atomic Power Station Evacuation Time Estimate K-106 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 43 Z44Z3//141358 Actuated Z!45 2437684 138975 TCP -Actuated 25 49 2428528 135567 TCP -Uncontrolled 24 51 2423453 133841 TCP -Actuated 24 53 2416305 129523 TCP -Actuated 24 60 2404038 118574 Actuated 23 68 2386027 114114 Actuated 23 78 2365137 91392 Actuated 29 79 2363026 89251 Actuated 29 80 2362173 88162 Actuated 30 87 2358356 75857 Actuated 30 98 2421952 110360 TCP -Uncontrolled 24 103 2426144 106279 TCP -Actuated 33 105 2429094 103159 TCP -Actuated 33 115 2442638 101497 Actuated 34 116 2442654 100115 Actuated 34 117 2443246 98647 Actuated 34 118 2443681 97375 Actuated 34 119 2443263 96301 TCP -Uncontrolled 34 123 2438185 136500 Yield 25 124 2438455 136376 TCP -Actuated 25 129 2443253 137393 TCP -Actuated 25 142 2440309 128727 TCP -Actuated 25 148 2440565 114702 Stop 25 149 2437327 111489 TCP -Actuated 25 150 2439314 109388 Stop 25 160 2433073 107797 Stop 24 164 2409983 164409 TCP -Uncontrolled 17 168 2417424 165569 Stop 17 171 2426632 166220 Stop 17 172 2427536 166617 TCP -Actuated 17 180 2441221 162752 Stop 18 187 2449061 159941 Stop 18 188 2451744 158183 Stop 18 191 2455345 156085 Stop 18 197 2447353 134893 Stop 25 206 2451822 130691 Stop 25 K-107 KLD Engineering, P.C.Peach Bottom Atomic Power Station Evacuation Time Estimate K-107 KLD Engineering, P.C.Rev. 0 215 2436091 136267 I Stop 25 217 2425821 116404 Stop 24 235 2433293 127859 TCP -Uncontrolled 24 257 2390904 85826 Actuated 32 264 2403800 117625 Stop 23 273 2404929 107016 TCP -Uncontrolled 23 282 2409635 94421 Stop 33 283 2409154 92598 Stop 33 284 2391630 85858 Actuated 32 290 2405851 93109 Stop 32 291 2412393 90985 Stop 33 292 2414133 91048 Actuated 33 296 2424946 89723 Actuated 33 310 2381132 84167 Actuated 31 311 2380431 83923 Actuated 31 313 2373684 81122 Actuated 31 314 2370742 80223 Actuated 31 315 2367509 78239 Actuated 30 323 2386171 119174 TCP -Actuated 23 339 2367596 114482 Stop 22 342 2402363 123340 Stop 23 344 2400631 128226 TCP -Uncontrolled 23 346 2397932 130086 TCP -Uncontrolled 23 355 2466230 169506 Actuated 19 365 2396341 129827 Stop 23 372 2379193 151258 Stop 15 378 2376045 156438 Stop 15 379 2375492 158174 Stop 15 381 2375115 161166 Stop 15 386 2370295 147427 Stop 15 392 2363573 140069 Stop 22 394 2367064 137391 TCP -Uncontrolled 22 403 2381407 125154 TCP -Uncontrolled 22 414 2362468 140941 TCP -Actuated 22 429 2335820 123367 Stop 21 430 2334851 122391 TCP -Actuated 21 436 2328976 116929 Stop 20 444 2326950 101430 Actuated 27 Peach Bottom Atomic Power Station Evacuation Time Estimate K-108 KLD Engineering, P.C.Rev. 0 447 2328521 94918 Actuated 27 452 2360682 126884 Stop 22 456 2366719 119298 Stop 22 462 2368310 107227 TCP -Uncontrolled 22 471 2364498 92468 Actuated 29 474 2368050 89096 Stop 29 476 2368041 86544 Stop 30 478 2369477 83969 Actuated 31 496 2343465 135515 Stop 21 504 2319811 137447 Stop 20 508 2311076 135837 Stop 20 528 2349265 110836 TCP -Actuated 21 541 2351996 97896 Stop 28 543 2352481 94648 Actuated 28 545 2352867 91354 Actuated 28 547 2354443 89528 Actuated 28 548 2356233 87434 Actuated 30 549 2357525 84928 Actuated 30 565 2335392 146282 Stop 14 566 2333629 146433 TCP -Actuated 14 574 2318278 148698 TCP -Actuated 13 584 2309966 154592 TCP -Uncontrolled 13 586 2306150 158714 Stop 13 593 2344087 144176 TCP -Actuated 14 599 2361975 89581 Actuated 29 607 2348779 91111 Stop 28 613 2366432 163709 Stop 15 618 2358184 171254 TCP -Actuated 15 620 2355938 175162 TCP -Uncontrolled 15 622 2351178 179747 TCP -Uncontrolled 14 625 2346567 184385 TCP -Uncontrolled 7 630 2342667 187550 Stop 7 637 2333106 193409 TCP -Uncontrolled 7 640 2328770 196757 Stop 6 643 2323653 198904 TCP -Actuated 6 662 2329827 163392 Stop 14 664 2329233 161482 Stop 14 681 2410057 166909 TCP -Uncontrolled 17 K-109 KLD Engineering, P.C.Peach Bottom Atomic Power Station Evacuation Time Estimate K-109 KLD Engineering, P.C.Rev. 0 S686 2407762 176862 Stop 16 689 2402739 1862 O -Actuatod 19 698 2396545 196523 Stop 9 699 2395500 200172 Stop 9 711 2388479 220178 Stop 3 713 2387430 224211 Stop 3 714 2386131 226345 Stop 3 716 2384014 232143 Stop 3 718 2382406 235644 Actuated 3 726 2415975 174269 Stop 17 729 2415588 176298 Stop 17 738 2417980 186161 Stop 10 739 2417266 187487 TCP -Actuated 10 743 2415682 193994 Stop 10 753 2414555 204520 Stop 10 756 2413771 207747 TCP -Actuated 10 757 2413586 209408 TCP -Actuated 10 758 2411383 208470 TCP -Actuated 10 765 2406651 216322 Stop 9 767 2404353 219786 Stop 3 772 2399032 226587 Stop 3 780 2390431 233752 Stop 3 788 2380071 241412 Actuated 2 789 2378717 243475 Actuated 2 791 2414787 209944 TCP -Actuated 10 794 2421817 212557 Stop 10 796 2425378 213548 Stop 10 799 2433194 217166 Stop 10 803 2372831 183749 Stop 8 806 2373617 187468 Stop 8 807 2374860 189745 Stop 8 809 2382691 194391 Stop 9 810 2383859 194906 TCP -Actuated 9 813 2390212 198605 Stop 9 818 2400885 203313 Stop 9 828 2415362 209153 Stop 10 833 2420676 206553 Stop 10 843 2431045 197984 Stop 10 Peach Bottom Atomic Power Station Evacuation Time Estimate K-110 KLD Engineering, P.C.Rev. 0 844 2434134 196494 Stop 10 849 2442712 189655 Stop 11 854 2446185 183886 Stop 11 857 2448728 180726 Stop 18 873 2406588 202082 Yield 9 875 2408942 202296 Stop 10 898 2373239 224932 Stop 2 905 2374723 228374 Stop 2 908 2374958 229839 Stop 2 914 2374436 233542 Stop 2 920 2371696 238907 Actuated 2 922 2370452 240998 Actuated 2 924 2359834 218370 Stop 2 931 2362007 224360 Stop 2 940 2368636 234435 Stop 2 955 2326960 180986 TCP -Uncontrolled 6 958 2328089 178364 Stop 13 966 2320212 174325 TCP -Uncontrolled 13 987 2348666 189795 Stop 7 1023 2342763 209773 Stop 7 1025 2338282 212468 Stop 7 1054 2367337 153990 TCP -Uncontrolled 15 1063 2361221 154144 Stop 15 1072 2350368 153674 Stop 14 1080 2333497 150049 Stop 14 1102 2344086 165371 Stop 14 1116 2331357 155273 Stop 14 1122 2329338 165014 Stop 14 1136 2326477 175541 TCP -Uncontrolled 13 1149 2346908 162920 Stop 14 1165 2348348 158640 Stop 14 1180 2364530 215219 Stop 8 1181 2364204 215240 Stop 8 1195 2351025 222517 Stop 1 1197 2350931 223631 Stop 1 1207 2354807 223376 Stop 1 1212 2360519 224747 Stop 2 1218 2368465 231510 Stop 2 Peach Bottom Atomic Power Station Evacuation Time Estimate K-111 KLD Engineering, P.C.Rev. 0 1219 2356756 205130 Stop 8 1225 2358665 207683 Stop 8 1234 2368978 211976 TCP -Uncontrolled 8 1243 2383361 218153 Stop 3 1248 2388280 220171 Stop 3 1251 2409767 161861 Stop 17 1254 2414447 155563 Stop 17 1264 2417673 149129 Stop 17 1267 2416184 143193 Stop 24 1280 2406695 150354 Stop 16 1341 2365702 176301 Stop 15 1345 2364957 92629 Stop 29 1346 2363054 91864 Stop 29 1347 2361998 90764 Actuated 29 1356 2358391 92813 Stop 29 1358 2356784 92928 Stop 29 1360 2354777 93946 Stop 28 1372 2351368 99240 Stop 28 1423 2337132 101452 Stop 28 1437 2327672 109604 Stop 20 1442 2327298 107891 Stop 20 1456 2334012 135191 TCP -Actuated 21 1460 2329550 135557 Stop 21 1467 2311876 132280 Stop 20 1482 2362519 83219 Stop 30 1483 2363422 81326 Actuated 30 1485 2363471 79368 Actuated 30 1486 2362033 78115 Actuated 30 1495 2367494 81595 Yield 30 1505 2409265 92844 Stop 33 1512 2406756 87918 Stop 32 1532 2369262 151403 Stop 15 1540 2367715 156019 Stop 15 1548 2397796 192343 TCP -Actuated 9 1552 2403649 181801 Stop 9 1555 2410118 166490 Stop 17 1569 2439572 164997 Stop 18 1576 2456157 175135 Stop 18 Peach Bottom Atomic Power Station Evacuation Time Estimate K-112 KLD Engineering, P.C.Rev. 0 1587 2413842 207105 Stop 10 1591 2428693 214976 Stop 10 1595 2407532 213360 Stop 9 1598 2425649 200082 Stop 10 1601 2403895 220205 TCP -Actuated 3 1605 2392764 206538 TCP -Actuated 9 1608 2391585 211448 Stop 9 1610 2390636 215897 Stop 9 1616 2383148 235916 Stop 3 1617 2384471 236312 Stop 3 1618 2386172 236642 Stop 3 1619 2389599 237414 Actuated 3 1621 2381987 236996 Stop 3 1626 2382209 242037 Actuated 3 1629 2380567 237110 Stop 2 1630 2381141 235318 Actuated 2 1632 2378563 234672 Stop 2 1634 2377220 240488 Actuated 2 1636 2379357 241153 Actuated 2 1639 2381358 241801 Actuated 2 1644 2373313 219360 Stop 2 1648 2357894 207680 Stop 8 1656 2373578 218348 Stop 2 1666 2381451 217627 Stop 8 1668 2370986 213283 TCP -Actuated 8 1669 2367571 211722 TCP -Actuated 8 1671 2364901 226948 Stop 2 1674 2400113 226106 Stop 3 1677 2408713 210450 TCP -Actuated 10 1679 2360164 80323 Actuated 30 1686 2363824 76232 Actuated 30 1687 2364036 76031 Actuated 30 1688 2364076 76510 Actuated 30 1693 2363055 74624 Actuated 30 1695 2362179 73397 Actuated 30 1698 2361365 74072 Actuated 30 1700 2363365 72500 Actuated 30 1701 2364476 71707 Actuated 30 Peach Bottom Atomic Power Station Evacuation Time Estimate K-113 KLD Engineering, P.C.Rev. 0 1708 2369712 79561 Actuated 31 1716 2406634 75575 Actuated 32 1719 2427676 87907 Actuated 33 1723 2433247 84241 Actuated 33 1725 2431947 81914 Actuated 33 1727 2429578 77995 Actuated 33 1731 2442134 90607 TCP -Actuated 34 1743 2442950 95315 TCP -Actuated 34 1747 2444783 137510 Actuated 25 1750 2466757 139692 TCP -Actuated 26 1752 2454399 156440 Actuated 18 1757 2369849 239249 Actuated 2 1759 2409287 207573 Stop 10 1761 2395878 200385 Stop 9 1762 2396305 199834 Stop 9 1764 2395803 198940 TCP -Actuated 9 1773 2463815 163411 Actuated 19 1777 2466259 169731 Actuated 19 1778 2466027 168478 Actuated 19 1783 2467122 173731 Actuated 19 1785 2466816 173167 Actuated 19 1791 2442573 129052 Stop 25 1792 2465580 150673 Stop 19 1796 2463921 163790 Actuated 19 1799 2467729 167615 Stop 19 1800 2467225 169259 Stop 19 1804 2440184 220083 Stop 5 1810 2455175 203982 Stop 11 1822 2394939 83891 Stop 32 1823 2385029 84342 Actuated 32 1825 2383256 84250 Actuated 32 1830 2364520 76889 Actuated 30 1831 2364780 76663 Actuated 30 1834 2357272 85464 Actuated 30 1837 2345822 126487 Yield 21 1840 2367490 154065 TCP -Actuated 15 1841 2367543 153787 TCP -Uncontrolled 15 1842 2367409 153706 TCP -Uncontrolled 15 Peach Bottom Atomic Power Station Evacuation Time Estimate K-114 KLD Engineering, P.C.Rev. 0 1846 2361486 72444 Actuated 30 1855 2363229 76913 Actuated 30 1856 2363414 76694 Actuated 30 1861 2362445 73772 Actuated 30 1870 2467055 170243 Stop 19 1873 2466394 171122 Stop 19 1874 2443046 91151 Actuated 34 1876 2364296 76257 Actuated 30 1877 2366314 73522 Actuated 30 1880 2363823 76811 Actuated 30 1881 2363509 77160 Actuated 30 1891 2391633 242925 Actuated 3 1897 2437942 224711 Stop 5 1905 2316064 104407 Actuated 27 1911 2307907 143545 Stop 20 1920 2463410 197003 Stop 12 1929 2322336 213634 Stop 6 1940 2418966 226032 Stop 4 1948 2408937 240563 Actuated 4 1949 2408417 242642 Actuated 4 1950 2407420 245803 Actuated 3 1955 2406935 240624 Stop 3 1961 2411658 240442 Actuated 4 1966 2416585 240833 Actuated 4 1Coordinates are in the North American Datum of 1983 Pennsylvania South State Plane Zone Peach Bottom Atomic Power Station Evacuation Time Estimate K-115 KLD Engineering, P.C.Rev. 0 APPENDIX L Zone Boundaries L. ZONE BOUNDARIES Delta Drumore North Drumore South East Drumore Fawn Fawn Grove Fulton East Fulton West Little Britain County: York County Defined as the area within the following boundary:
Delta Borough County: Lancaster County Defined as the area within the following boundary:
Drumore Township north of River Road.County: Lancaster County Defined as the area within the following boundary:
Drumore Township south of River Road.County: Lancaster County Defined as the area within the following boundary:
East Drumore Township County: York County Defined as the area within the following boundary:
Fawn Township County: York County Defined as the area within the following boundary:
Fawn Grove Borough County: Lancaster County Defined as the area within the following boundary:
Bound on the east, north and south by the Fulton Township boundary and on the west by US-222 and State Route 272.County: Lancaster County Defined as the area within the following boundary:
Bound on the west, north and south by the Fulton Township boundary and on the east by US-222 and State Route 272.County: Lancaster County Defined as the area within the following boundary:
Little Britain Township Lower Chanceford North County: York County Defined as the area within the following boundary:
Bound by the Lower Chanceford Township boundary on the north, south, and west. Bound on the east by State Routes 74, 372, Buecker Road and Wright Road.Peach Bottom Atomic Power Station Evacuation Time Estimate L-1 KLD Engineering, P.C.Rev. 0 Lower Chanceford South County: York County Martic Peach Bottom Central Peach Bottom East Peach Bottom West Defined as the area within the following boundary:
Bound by the Lower Chanceford Township boundary on the south, north, and east. Bound on the west by State Routes 74, 372, Buecker Road and Wright Road.County: Lancaster County Defined as the area within the following boundary:
Bound on the south, west and east by the Martic Township boundary.
Bound on the north by the Martic Township boundary and the Enola Low Grade Trail County: York County Defined as the area within the following boundary:
Bound on the north and south by the Peach Bottom Township boundary.
Bound on the east by Pikes Peak Road, Atom Road, and Flintville Road. Bound on the west by Fishing Creek, Kilgore Road, Orr Road, and State Route 74.County: York County Defined as the area within the following boundary:
Bound on the north, south, and east by the Peach Bottom Township boundary.
Bound on the west by Pikes Peak Road, Atoms Rd, and Flintville Road.County: York County Defined as the area within the following boundary:
Bound on the north, west, and south by the Peach Bottom Township boundary.
Bound on the east by Fishing Creek, Kilgore Road, Orr Road, and State Route 74.County: Lancaster County Defined as the area within the following boundary:
Bound on the west and south by the Providence Township boundary.
Bound on the north and east by the Enola Low Grade Trail County: Lancaster County Defined as the area within the following boundary:
Quarryville Borough Providence Quarryville West Nottingham County: Chester County Defined as the area within the following boundary:
West Nottingham Township Peach Bottom Atomic Power Station Evacuation Time Estimate L-2 KLD Engineering, P.C.Rev. 0 Zone 1 County: Harford County Defined as the area within the following boundary:
Bound on the west by Fawn Grove Road, State Route 165, and St Clair Bridge Road. Bound on the south by Holy Cross Road, State Route 24, Cherry Hill Road, Grier Nursery Road and Walters Mill Road. Bound on the east by State Routes 543 and 165. Bound on the North by the Maryland/Pennsylvania State line.Zone 2 County: Harford County Defined as the area within the following boundary:
Bound on the west by State Routes 543 and 165. Bound on the north and east by State Road 136.Bound on the south by Walters Mill Road, Kalmia Road, Forge Hill Road and Deer Creek.Zone 3 County: Harford County Defined as the area within the following boundary:
Bound on the south by Deer Creek. Bound on the west by State Route 136. Bound on the east by the Susquehanna River. Bound on the north by Castleton Road.Zone 4 County: Harford County Defined as the area within the following boundary:
Bound on the west by State Route 165. Bound on the south by State Route 136. Bound on the north by the Maryland/Pennsylvania State line. Bound on the east by Prospect Road.Zone 5 County: Harford County Defined as the area within the following boundary:
Bound on the north by the Maryland/Pennsylvania State line. Bound on the east by the Susquehanna River. Bound on the south by State Route 136 and Castleton Road. Bound on the west by Prospect Road.Zone 6 County: Cecil County Defined as the area within the following boundary:
Bound on the west by the Susquehanna River. Bound on the north by the Maryland/Pennsylvania State line. Bound on the south by McGlothlin Road, Dr. Jack Road, State Route 269, Frist Road, Russell Road and Colora Rd. Bound on the east by Harrisville Road, State Route 276, Slicers Mill Road, Loft House Road, Ridge Road and Minns Road.Peach Bottom Atomic Power Station L-3 KLD Engineering, P.C.Evacuation Time Estimate 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 much more rapidly), or if the tail were elongated (i.e., spreading out the departure of evacuees to limit the demand during peak times)how would the ETE be affected?
The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study 2 Hours 45 Minutes 2:30 3:15 3 Hours 45 Minutes (Base) 2:30 3:55 4 Hours 45 Minutes 3:35 5:00 As discussed in Section 7.3, the EPZ is clear of congestion by 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months and 10 minutes after the ATE. If evacuees mobilize in one less hour, the 90th percentile remains unchanged; however, the 100th percentile is reduced by 40 minutes -a significant change. If evacuees take an additional hour to mobilize, the 9 0 th and 1 0 0 th percentile ETE both increase by 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 5 minutes -a significant change. In summary, congestion within the EPZ will dictate the 1 0 0 th percentile ETE up until 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months and 10 minutes. After which, the 100th percentile ETE will parallel the trip generation time.Peach Bottom Atomic Power Station M-1 KLD Engineering, P.C.Evacuation Time Estimate 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% has no effect at the 9 0 th or 1 0 0 th percentiles.
Tripling the shadow percentage has no effect on the 1 0 0 th percentile, and increases the 9 0 th percentile by 10 minutes -a nominal change. Full evacuation (100%) of the Shadow Region increases the 9 0 th percentile by 20 minutes and the 100th percentile by 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months -a significant change.The Shadow Region for PBAPS is densely populated (nearly 1.5 times the permanent resident population within the EPZ in an area that covers approximately 25% less square mileage as the EPZ). The city of Bel Air to the south-southwest is a large component of the Shadow Region population.
The evacuation of people in this city congests roadways, delaying the evacuation of those from within the EPZ, prolonging ETE.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study Evacuatig Evacution Tim Estima e frEtr P 0 0 2:30 3:55 20 (Base) 9,926 2:30 3:55 60 29,778 2:40 3:55 100 46,630 2:50 4:55 Peach Bottom Atomic Power 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 and could impact ETE.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 33%.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), 5-Mile Region (R02), and the entire EPZ (R03).4. The scenario (excluding roadway impact and special event) with the longest 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 the base ETE values are all at least 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; 25 percent of these 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 in Table M-3 -a 33% 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 33% or more, an updated ETE analysis will be needed.Peach Bottom Atomic Power Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change Population Change Region Base 10%30%33% 1 2-MILE 2:15 2:15 2:20 2:20 5-MILE 2:45 2:45 2:45 2:45 FULL EPZ 3:10 3:20 3:35 P Population Change Region Base 10% 30% 33%2-MILE 4:45 4:45 4:45 4:45 5-MILE 4:50 4:50 4:50 4:50 FULL EPZ 4:55 4:55 4:55 4:55 M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE." Traffic congestion dictates the 100th percentile ETE up until 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months and 10 minutes.Beyond this time, 100th percentile ETE parallel trip generation time. Prolonging the trip generation impacts both the 9 0 th and 1 0 0 th percentiles since trip generation dictates ETE (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly could decrease ETE.* Shadow evacuation has a significant impact on the 1 0 0 th percentile ETE (Section M.2).Public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not, as they may delay those who are most at risk.* Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of population growth.Peach Bottom Atomic Power Station Evacuation Time Estimate M-4 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 Crtron Adrse Coment 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 Peach Bottom Atomic Power Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Comet 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, 6-4 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.
1.3.1 Staged Evacuation
a. A discussion should be provided on the approach used in Yes [Sections 5.4.2, 7.2 development of a staged evacuation.
I 1.4 Evacuation Planning Areas a. A map of EPZ with emergency response planning areas Yes Figure 3-1, Figure 6-1 (ERPAs) should be included.b. A table should be provided identifying the ERPAs Yes Tables 6-1 through 6-3, 7-5 through 7-7, H-considered for each ETE calculation by downwind I through H-3 direction in each sector.Peach Bottom Atomic Power Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Adrse Coment 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 through 6-3, 7-5 through 7-7, H-1 through H-3 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, pre-schools, day camps -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 1 and 2 Yes 1.82 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-5 Peach Bottom Atomic Power Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addese Comments 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 6-5 to estimate transient population by scenario -see page 6-1.c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.
d. The number of people per vehicle should be provided.
Yes Sections 2.1, 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3-6 -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 3.1.2 -Amish Population dependent residents should be discussed.
Section 8.1, Table 8-1 b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-4 KLD Engineering, P.C.Rev. 0 SReie Crieri Crtro Adrese Coment c. The county/local evacuation plans for transit dependent residents should be used in the analysis.Yes Sections 3.1.2, 8.1, 8.4 d. The methodology used to determine the number of Yes Section 8.5 people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided.
Data from local/county registration programs should be used in the estimate, but should not be the only set of data.e. Capacities should be provided for all types of Yes Section 2.3 -Assumption 10 transportation resources.
Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.f. An estimate of this population should be provided and Yes Table 8-1 -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 Section 8.4 -page 8-9 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.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crtro Adrse Comments b. A discussion should be provided on how special facility data was obtained.Yes Sections 8.2, 8.3 c. The number of wheelchair and bed-bound individuals Yes Section 8.3, Tables 8-4, E-4 should be provided.d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.
2.4 Schools a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided.
The source of this information should be provided.b. Transportation resources for elementary and middle Yes Table 8-2, 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, pre-schools, and day camps in a single wave. However, Section 8.4 -page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 N eiwCiei rtro Addesse Comment 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 Exelon and offsite agencies duration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.
2.5.2 Shadow Evacuation
a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 -Assumption 6 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 3-4 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, 6-5, and 6-6 reduced for nighttime scenarios.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Comments 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 6-5 -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-1 Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.Peach Bottom Atomic Power Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addese Comment 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-35 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.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-9 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtron Adrse Comment 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 -pages F-8 and F-9 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.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-10 KLD Engineering, P.C.Rev. 0
.R Reie Crtei Crteio Addese Comments 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 6-5 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.Peach Bottom Atomic Power Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addr ese Coment 4.1.2 Transit Dependent Residents a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-7. Developed routes in the ETE analysis.
If new plans should be developed with from pre-defined staging areas to the ETE, they have been agreed upon by the responsible respective Reception Centers for all areas authorities.
except Harford County. Designed bus routes to service population centers in Harford County -see Figures 8-2 and 8-3, Table 8-10 b. Discussion should be included on the means of evacuating Yes Sections 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 Figures 8-2 and 8-3 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.Peach Bottom Atomic Power Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addrsse Comments i. Information should be provided to supports analysis of return trips, if necessary.
Yes Sections 8.4, 8.5 Figure 8-1 Tables 8-11 through 8-13 4.1.3 Special Facilities
a. Information on evacuation logistics and mobilization times Yes Section 8.4 should be provided.
Tables 8-7 through 8-9, and Tables 8-14 through 8-16 b. Discussion should be provided on the inbound and Yes Section 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.
h. Supporting information should be provided to quantify the Yes Section 8.4 time elements for the return trips. Tables 8-7 through 8-9 Peach Bottom Atomic Power Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 in *T Analy sis 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow).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 f. If used, reception centers should be identified.
Discussion Yes Table 8-3. School students are evacuated should be provided on whether students are expected to to Host schools and Pre-school and day pass through the reception center prior to being camp children are evacuated to Reception evacuated to their final destination.
Centers where they will be picked up by parents or guardians.
Peach Bottom Atomic Power Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0
..Reie Crtei Crtro Addese Comment g. Supporting information should be provided to quantify the time elements for the return trips.Yes Return trips are not needed. Tables 8-7 through 8-9 provide time needed to arrive at Host School/Reception Center, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.19.0).
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 b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Tables C-1, C-2 analysis.4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.
{Peach Bottom Atomic Power Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0 in ET Analysis b. The minimum following model outputs should be provided to support review: 1. Total volume and percent by hour at each EPZ exit node.2. Network wide average travel time.3. Longest queue length for the 10 intersections with the highest traffic volume.4. Total vehicles exiting the network.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.Yes 1. Table J-5.2. Table J-3.3. Table J-1.4. Table J-3.5. Figures J-1 through J-14 (one plot for each scenario considered).
6. Table J-4. Network wide average speed also provided in Table J-3.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.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 Peach Bottom Atomic Power Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated data should be explained.
Yes Section 5.4 -truncating survey data to eliminate statistical outliers 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 8-11 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.4 time should be provided.Peach Bottom Atomic Power Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0 R Reie Crtei Critrio Addese Comments 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 This study does not consider the transport are left at the reception center and are taken by separate of evacuees from reception centers to buses to the congregate care center. mass care centers (congregate care centers) -see Section 10 Peach Bottom Atomic Power Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Supervisory Review Date Peach Bottom Atomic Power Station Evacuation Time Estimate N-19 KLD Engineering, P.C.Rev. 0

RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 5 of 5

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