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Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4
	ML14141A064
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Site:	Dresden
Issue date:	04/23/2014
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-634, 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.Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -Interstate 55, Interstate 80, US Route 6 and Illinois State Route 53 -for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

With the large number of evacuation routes within the EPZ, there is ample roadway capacity to adequately service all evacuating vehicles in a timely manner. 1-80 eastbound, 1-55 northbound, US-6 eastbound, and IL-53 northbound traverse through Joliet, which has the highest population density within the study area. As such, the travel speeds on these roads are lower than free flow speed for the first 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months of the evacuation.

As congestion dissipates, travel speeds along these roads increase to free flow speed by the 4th hour of the evacuation.

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 spatially separated due to the presence of traffic congestion within the EPZ.Dresden Generating Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections 1496 IL-7 @ IL-53 Actuated 325 10,555 87 I TOTAL 16,121 1106 5,738 71 76 CR-36 @756 Weber Rd Actuated 1103 6,451 51 TOTAL 12,189 -US-30 @ 328 7,045 1359 Caton Farm 1094 2,553 1260 329 Actuated Rd and 779 1,830 214 Gaylord Rd TOTAL 11,428 -1133 7,919 210 737 Fr Actuated 1161 2,766 86 Rd @ IL-59 TOTAL 10,685 -US-30 @ 1-55 332 10,646 66 333 Northbound Actuated 8 0 0 On Ramp TOTAL 10,646 -331 8,656 634 US-30 and 332 Mail Loop Dr Actuated 305 1,988 160 TOTAL 10,644 -310 7,578 1375 39 Caton Farm 309 Rd @ IL-53 Actuated 308 2,954 1089 TOTAL 10,532 -327 7,246 665 328 IL-7 @ US-30 Actuated 1079 2,998 111 TOTAL 10,244 -339 8,521 10 340 IL-59 @ IL-126 Actuated 902 1,030 2 TOTAL 9,551 -753 1,022 5 754 I Actuated 1130 8,252 13 IL-59TOTAL 9 TOTAL 9,274-Dresden Generating Station Evacuation Time Estimate J-2 KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input 8003 6,750 203 141 N 8711 1,700 8469 1,275 8268 6,750 363 19 NE 8263 6,750 8595 3,400 8268 6,750 513 57 NE 8263 6,750 8595 3,400 8890 1,700 707 31 S 8043 4,500 8313 1,700 8263 6,750 978 198 E 8160 2,850 8543 1,275 8003 6,750 1151 109 N 8268 6,750 8608 3,800 8105 2,850 1288 24 NE 8268 6,750 8263 6,750 8034 1,700 1475 21 SE 8035 1,700 8994 1,700 8003 6,750 1705 199 N 8268 6,750 8608 3,810 1856 52 W 8306 1,700 Dresden Generating Station Evacuation Time Estimate J-3 KLD Engineering, P.C.Rev. 0 Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)Seario 1I 2 I3 4I5I6I Network-Wide Average Travel Time (Min/Veh-Mi) 2.7 2.9 2.6 2.8 2.5 2.8 3.0 Network-Wide Average 22.6 20.8 23.6 21.8 23.8 21.6 19.9 Speed (mph)Total Vehicles Exitin Network 120,487 121,018 117,516 117,111 95,798 123,168 124,207 Exiting Network Network-Wide Average 3.1 2.4 2.7 2.8 2.6 2.5 2.9 Travel Time (Min/Veh-Mi)

Network-Wide Average 19.2 24.9 22.0 21.1 23.4 24.2 21.1 Speed (mph)Total Vehicles Exitin Network 122,839 110,803 112,378 111,303 96,024 113,624 120,337 Exiting Network J-4 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate J-4 KLD Engineering, P.C.Rev. 0 Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)1-55 Northbound 4 1-55 Southbound 46.7 724 3. 735 3. 7.3 87 7.8 74 1-80 Eastbound 37.4 45.4 49.4 21.9 102.4 34.6 64.8 69.5 32.3 1-80 Westbound 37.4 65.9 34.1 68.0 33.0 68.9 32.6 67.5 33.2 US-6 Westbound 19.1 33.2 34.5 40.5 28.3 48.7 23.5 52.9 21.7 US-6 Eastbound 21.6 8.9 144.9 13.7 94.6 33.5 38.7 44.7 29.0 IL-53 Southbound 12.8 21.0 36.7 19.9 38.6 32.1 23.9 53.3 14.4 IL-53 Northbound 28.4 37.8 45.2 19.9 85.7 20.3 83.9 26.0 65.6 Dresden Generating Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-S. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Elase Tim (hurs Networ 1 j 3,265 9,421 14,692 17,403 2 14%14%15%15%149 2,862 6,952 9,006 9,068 12% 10% 9% 8%570 1,512 2,430 2,924 214 2% 2% 2% 3%300 1,292 1,515 1,539 285 1% 2% 2% 1%440 2,251 4,933 8,912 11,768 10% 7% 9% 10%557 1,085 3,511 5,998 7,203 5% 5% 6% 6%260 840 1,318 1,527 674 1% 1% 1% 1%461 1,539 2,519 2,682 697 2% 2% 3% 2%549 1,720 1,904 1,916 961 2% 3% 2% 2%294 1,083 1,876 2,272 1114 1% 2% 2% 2%1192 1,261 3,137 4,679 6,099 5% 5% 5% 5%247 791 1,353 1,730 1203 1% 1% 1% 1%83 301 318 319 1331 0% 0% 0% 0%148 474 527 531 1363 1% 1% 1% 0%94 336 363 365 1371 0% 1% 0% 0%370 1,484 1,755 1,763 1380 2% 2% 2% 2%593 1,313 1,480 1,488 1385____3% 2% 1% 1%Dresden Generating Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Elase Tim (hors 210 619 800 806 1490+/- +1%1%1%1%350 969 1,212 1,225 1492 1% 1% 1% 1%176 518 620 629 1495 1% 1% 1% 1%1510 285 909 1,254 1,267 1% 1% 1% 1%195 469 878 1,240 1525 1% 1% 1% 1%70 221 300 343 1534 0% 0% 0% 0%1538 191 506 945 1,288 1% 1% 1% 1%0 0 0 0 1552 0% 0% 0% 0%1556 146 529 740 751 1% 1% 1% 1%34 85 100 101 1557 0% 0% 0% 0%1558 434 1,217 1,621 1,641 2% 2% 2% 1%1560 2,500 6,411 9,313 10,229 11% 10% 9% 9%487 1,273 1,508 1,528 1958 2% 2% 2% 1%140 359 456 475 2025 1% 1% 0% 0%19 800 1,305 1,425 2074 0% 1% 1% 1%2078 260 624 1,043 1,308 1% 1% 1% 1%2082 68 393 836 1,094 0% 1% 1% 1%2089 1,147 3,666 6,361 9,096 5% 6% 6% 8%Dresden Generating Station Evacuation Time Estimate J-7 KLD Engineering, P.C.Rev. 0 Elase Tie(hus Netor 1 S 4 51 317 378 389 2139 51 317 378 389 4 4. -4 QO/ 0%0%0%0%0%219985 573 667 747 0% 1% 1% 1%2209 1,598 4,189 6,158 7,369 7% 6% 6% 6%2216361 1,237 2,420 3,049 2% 2% 2% 3%Dresden Generating Station KLD Engineering, P.C.Dresden Generating 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 100%CD M 4-0 4j CL 80%60%40%20%0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 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 tA U:E 0u 0 100%80%60%40%20%0%'eOOO'_OeOOOOO'_

0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)Dresden Generating 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:E 03 0"-4-0.100%80%60%40%20%0%'0000ýýýýý 0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 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 1ETE In 03 U 03 (U 4-0 I-I-0 C 03 U 03 a.100%80%60%40%20%0%0000ýýý00 ýýOýý/or, '0*00ýIxo 0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-4. ETE and Trip Generation:

Summer, Weekend, Midday, Rain (Scenario 4)Dresden Generating Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)ýTrip Generation -ETE 0 U 100%80%60%40%20%00e<0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-5. 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 0 a)100%80%60%40%20%ýýý/Or Z'000/0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)Dresden Generating 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:E 4-CL 100%80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 100%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 0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)U:E (U 80%60%40%20%0%Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)Dresden Generating 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 100%80%60%40%20%10001*0000000_ý.

0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 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 11 nno/.i'UU0:E 4-0 0 U 80%60%40%20%0%J 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)Dresden Generating Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)-Trip Generation -ETE 100%f':E 03 0 80%60%40%20%0%/*'f'OOeOO_

0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 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 U'03-c 03'U 0 I-'C.-0 4-C 03 U 1~03 a-100%80%60%40%20%0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-12. ETE and Trip Generation:

Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)Dresden Generating Station Evacuation Time Estimate J-14 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good, Special Event (Scenario 13)-Trip Generation , ETE IA W3 U 03 4-100%80%60%40%20%0%'0000000010ý.'

/0010, Oeo!ý0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-13. ETE and Trip Generation:

Winter, Weekend, Midday, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation

-ETE In 03 03'U 4.0 I-4-0 4.C 03 U 03 a-100%80%60%40%20%0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-14. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)i-is KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate J-15 KLD Engineering, P.C.Rev. 0 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 45 more detailed figures (Figure K-2 through Figure K-46) 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.Dresden Generating Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-1. Dresden Generating Station Link-Node Analysis Network K-2 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-2 KLD Engineering, P.C.Rev. 0 Figure K-2. Link-Node Analysis Network -Grid 1 Dresden Generating Station Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0 Figure K-3. Link-Node Analysis Network -Grid 2 K-4 KID Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0 Figure K-4. Link-Node Analysis Network -Grid 3 Dresden Generating Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 Figure K-5. Link-Node Analysis Network -Grid 4 Dresden Generating Station Evacuation Time Estimate K-6 KLD Engineering, P.C.Rev. 0

-~ a~ -)712 709 761 1.7. 759"e~e 1178 I-a4 ' 760 Astate.~,way 74 44.*I IB;I Whbeeler Rd 4)Walker Rd CaýIur Far,,, Rd C 0 5.MI --s ---4.m es--~t1740 1174~74 1 *S 11I1 F,,, ~ ~ ~ Q Jo h0st, t 0 ,R-27 Rd9 72 107 QjflDkp Rd Q Van Dyk~e Rd ,l C lt18 01189 Sub-area:

6 __----MiOs-AAA 7 2 =R-1 Mii 0 A1187 1 697 1._ 2 7,'4 742 (1 S 1?Saa to Ln 695 696 S S l O.Miles" S9,, 698 ,I()Oes_o arweay.40,,,.1000 00 55 S.Rd Ba 4 Legend 1era 1 [ r' -Dresden Generating Station Evacuation Time Estimate RE 2-,5, 10,-15 Mile Rings f Link-Node Analysis Network Figures a Node Water 1'1- 1ýo" Link j Index Grid G d5 Shadow Region Ie Sub-area -r II Ji-_ -i i -i M il e s....Figure K-6. Link-Node Analysis Network -Grid 5 Dresden Generating Station Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6 Dresden Generating Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 Figure K-8. Link-Node Analysis Network -Grid 7 Dresden Generating Station Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 Figure K-9. Link-Node Analysis Network -Grid 8 Dresden Generating Station Evacuation Time Estimate K-10 KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9 Dresden Generating Station Evacuation Time Estimate K-11 KLD Engineering, P.C.Rev. 0 Figure K-11. Link-Node Analysis Network -Grid 10 K-12 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-12 KLD Engineering, P.C.Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11 Drecr4an r_=--+; C+ +;Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 Figure K-13. Link-Node Analysis Network -Grid 12 K-14 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 324 1323 00"gA8s St 1075 Figure K-14. Link-Node Analysis Network -Grid 13 Dresden Generating Station Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14 Dresden Generating Station Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15 Dresden Generating Station Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0

-To7 52 10, T. Tr F-n De0 Rd'o Bushnell SdlooIRd I County Hwy 6 Indtan Rd 8112£3 112/NO 108, f i iOV 0 11101 52 1 Us Hwy_ 52'0e 111! j 12901 jollat Rd 1289 A 1288 12871 Whdtewiliuw RdA Hill Rd z t Gy r i,6 1I6trooty ,ooTl W Sherrnll Rd I/I I/I I llhern, Rd 52~0 0, N 01000 Rd ob-52 520 0,'-0 52 U Airport Rd W Minooka Rd 5,<52 N 52 52 S A 12861 WA4noola Rd 683 e 12 15 '~A 52 52 052 0, 52 I: Hoge Rd Cou00ty RONd Airport Rd 2 (Airport Rd S A WRngejlld W 7oge Rd ----------

Legend .[- v-- Dresden Generating Station Evacuation Time Estimate*r-,5 enLink-Node Analysis Network Figures" O RE 2, 5,10,15 Mite Rings , .,].+e Node Water-Link 1___IIndex Grd IGrid 16 Shadow Region 42 Sub-area I I LLi1J0 0.5 1 Mil--e-s-r---O-O--

Figure K-17. Link-Node Analysis Network -Grid 16 Dresden Generating Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 I, ~106 I Bshnell ScoIol Rd -1~1 12B2 1292 52 S[10181 107 110*V Rd 12i8;I 'd~MYwR Tonhealt Rd 690 S S N 1.)So!E Rd Sub-area:

6 Coollf !I SP////joltie Rd Dobson Lf 1173 6/ '68 1293 I 18 77 157 She,,,!! K~ndudI Costy So-Rd qiunttSt1 C-dy~ /7t R0-S ~to WtI I I 1L14 r rid 117 i*1294.-~ 5'/ 0 0680 11000 680 E Mtto~oka Rd U: County Road 11000 N 1286 683 Neltson, Rd Rd I O"uo-area:

1 Q, I At,porl Rd If I18 a'11000 N 681: 679 EM'nookt IRd Nelson Rd 34 65 A I DtsOS.ay 0,, Sub-area:

2 360 1 397 9i 0 375 4 A 7 b I ------376 ~w o 8000 3965 3 7 9 w 377.0A 300000 1170d1393 A Legend Keymap I -Dresden Generating Station Evacuation Time Estimate_RE 2,5,10,15 Mile Rings Link-Node Analysis Network Figures a Node Water-Mo. Link -1 Index Grid Grid 17 Shadow Region E;', Sub-area I I I I 7--A-r- -A- 0 0.5 1 Figure K-18. Link-Node Analysis Network -Grid 17 Dresden Generating Station Evacuation Time Estimate K-19 KLD Engineering, P.C.Rev. 0 103 __ 102~ L1 104 11e3 .-' ... S A-U AA 4) Bell d Suh-area:z6 c Q: W10 Rd cct I720 I% 19 1168 R d i _ ,8 6o _ ...#eiiil

tl# ~ (0-udy 0',,-t" ... " 0153 534 1226 ' --5.. ro 13 ah 616 I / I i,)i ! ....-.44 4 667 1209 20 15 71 EM 'i' 1 il!'i 66 2 /9 12/ 1 01 1 .. .str , SIf A ... 18',. so- --' : --q 155 85G i o A1 ."t p 12osdi " ),)I, --" 6"-0 I .W.5- I e ~ ~ ueo L.. .l 153 E CI4)wchB'K j561A 12213 'de__ 61 1211 04532.A... 4 4 6"9 Ab -0 w 6 6 12 12 1 " SI22 657l 15 4 ~ A 12 12"2 -685/ 1 " : cW " j l us Hwy 2 37i 4 37 cc A58 R5gin 9 1ub--ara 1 )tI9.176s~mk~ ý 121629 31.- I H-- -- r -r -d .0- --1 ORELJ L_ 2, 5, 10 1lleRngs/ Hwy ~I ...Figure K-19. Link-Node Analysis Network -Grid 18 Dresden Generating Station K-20 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Re I ___ ___- -IlaiwO

Is --95 9 Rarhae 92 cc o r 1119 11 n.9~1207 ,jja doe 950 1 s 3 moo 41 72 Iekp 1192 1 2 9 M to ihyin fiel It CrPbqe D Si 1202 120 0 47 1120 958/:4 365 W~oiiiid B~ 723 %, >1 65n cre17g~ 33 4,~j \ 12 03 70 408 51 t14 Z4,0ple w ~ I233 Roc 1232? 362 722 135 .~~~~S area:n., ~1ew 1236 1231 I.i/56 */an)) N 1*34~ ~ 1235~4ii' 39.~$~410-.5~ ~ 3 12O~ ~I2A0 Idee35e AMOCO~' Rd AMOCOo AS 'I 0 , 13T n~ ,Ji (32 f18 8001, C w~ I *1379 136.678,s ,gi ai, 13"4 677 906 9068~'672 126 .se~t~7 BSub area:.12.4 i 674 W7inf d 75 '~'905 1223 S 352 '1352 35, ,e --W574 t- 7 1 35~,,,'W~nile~

-.- -e CUnly HWY 17 575 t- Sub-area:

3 -tW S -s3 50 ~ I 807~O*. r vj V-II.m r Legend Ke-yap -- Dresden Generating Station Evacuation Time Estimate DRRE -" 2,5, 10,15 Mile Rings Link-Node Analysis Network Figures o Node Water l-b Unk -ý ldk' Grid 19 Shadow Region L* Sub-area r--r--rM--l-0 0i.5 n D__L LD .L ' ........Miles ., , ,o, Figure K-20. Link-Node Analysis Network -Grid 19 Dresden Generating Station Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 2I VW MoeI Hd i WM~,,hatfafl Rd 576 5-5-C, W grown Rd "....wn .d 11376 1 A Dresden Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Figure K-21. Link-Node Analysis Network -Grid 20 Dresden Generating Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 10 ISO] 50 30 ,E Uniiodnty 4 A'wHaten "00, Cc0~ Comet]~848 01 0 % ~~0~r E f H w G a a,,o1 0e16,,,, ;T 'JP Laharo' e Hwyoo r aif Rd StnECfn'sCnttto B Rd\SP~cX Rdý Hw ,Ry Old Plank H Y~rd Co q., cxR~ g888 W WLaraway Rd mi-pa -' P 15I I aroai'Cy cc Rd n Ginger a ir 8'-j Rdal Grid 21 W~aker Rd WBaker, 864 W Baker RdBae Rd0 Bkr\ A Rd -Rd S Way 4 43'p, W Carnagj 136' 138 8W4 Smith Rd W 11 865VVI., Wnd~ree 1 1540 R 13,, '0 V1 P!l el 1", 'B Baaid 801370 87787 CI _101 ud,,had Mon 7 8801 a A"~~ W Mankoddafl Monree Rd IW~cakdki 8878 Rd Rd9~j 0 W Haoly Rd I~jB 369 Legend Keymap -Fl- Dresden Generating Station Evacuation Time Estimate-RE ,2, 5,10, 15 Mile Rings Link-Node Analysis Network Figures a Node Water-.*, Unk lý a Index Grid Grid 21 Shadow Region I Sub-area I -i I 1 0 O 1 III lL~~~~c Miles iOi81' S Figure K-22. Link-Node Analysis Network -Grid 21 Dresden Generating Station K-23 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 11 I S V Hoge Rd:rranger Rd 8069 U.0 Hog+/--e Rd-Mr/9 o W Hoge Rd.Rd Driveway Sub-area:

2 i 11279 1537 66 W 'I mpnsý Onv away W W~fn~ol Rd lt Rd Moley Rd 80 53 69 6m *":'93 0: 1576!12801 p -a poet, W Marseilles Rd Madrseilles Rd K 1892 648, 1 1267;'V w Route 8 1 891lm .... ,_[i Grid 22 60 Cowrtuny Road LogonRd 10 5000R N ý Stookdofle

0) :~ ,~1303 Rd 8~94 1305 0 631 I"- 632 4 n4- 695 89 oj 813016.-'

899 04/ 897 acl--a.4 900)6901 2700 t' , Ile C,\434 I_ _ __ _ __d_ _R ol~00y 2 J-11266 Q: Sub-area:

8 433 ý 6 I -W ~otRd=Legend KIemap F- --i Dresden Generating Station Evacuation Time Estimate* DRE

2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures P-W Link I Index Grid Shadow Region I Sub-area G 22 r--r----r---iles Figure K-23. Link-Node Analysis Network -Grid 22 Dr~sd~n (pn0rootino

~ -Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23 Dresden Generating Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 Figure K-25. Link-Node Analysis Network -Grid 24 Dresden Generating Station Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0 Figure K-26. Link-Node Analysis Network -Grid 25 Dresden Generating Station Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26 Dra ro rL- En i ee i g P.C ,' ;Ia "I ..tLdUUII Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 M Figure K-28. Link-Node Analysis Network -Grid 27 K-29 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-29 KLD Engineering, PeC.Rev. 0 W Indiao T...Rd. .435 Widian10 Tra O GretH (0!'3 W Greer Rd W Faner Rd W Omallrry Rd 9, C, S zn Road 1000 W wopo~noeaRd, W Oroalley Rd S Grid 28 2'County Road 2W00 S W Waupecan Rd 1510 County Road W Waupecan Rd 0 S 8539 431 S S S S S 0 M o, Mine Rd C~ounf Road 4000 S W MWe Rd (0/Wy 33 V"enna 1eona St, Rdk tae W "',m S (U Figure K-29. Link-Node Analysis Network -Grid 28 Dresden Generating Station Evacuation Time Estimate K-30 KLD Engineering, P.C.Rev. 0 S2~-k-~ I ---42f 17 L~632 A 2WTTh~ K\ ýý a 6ý"d ?rdif 1 0 42"~e~ 4 1~J 0 Rd ý4 Aria luf Rd LA~ ~ 1a I 1 S96' RdbOataO~'ab 'a130A 1309 1310,ad~ Sub-area:

4~Ru Bensori Luri d -;d I Greer Rd 121nsa C)1 433 ý6 W Oupont Rd= Sub-area:

8 12Oap.-r, Rd 406.1+ORbdw Rd 12 I=Rd l'~~)~tOb'a Rd 12 F F (3 12 FRonts, 713 Vamfler'ool Rd 2'a, Lowery ~0 29 Rd Wri WSprrgRd 10'a..S rtate Hwy I, ~ -E lxn Rd 1131 441 I2 12 c~'a t,\Wý 'aupecan Rd! Cou IV Ruoad WW0 San 1580 409 Rd, ____ 495V R 1432 410 g 16 ip.431, a,'rjj W~raud _430 1311 .Wa ' SI WAMme Rd 1 Spnng Rd id '1434---4 1433 _Ta 1435 Sub-area:

11 12Graund RidW RU E Boouth Rd 5'S 0 12, F FTO CO Villa Rd&'a"stat w PrairieRd S E Sucker Rd V1437 S I~ 1'Legend Keymap 1 --Dresden Generating Station Evacuation Time Estimate* RE r-2'5,01Meij Link-Node Analysis Network Figures DRE ~ ~~~~ ~ ~~~~ V, 2,51o1 ieRig 6 Node Water ~Lft1.,i, Link II Index Grid I'a4f Grid 29 Shadow Region 4 Sub-area I I6 0I5 t-+r-1--r

--r:- 0 0.I ._ M.L' ,,, ,'a#, ,a,' 'an'aIa'au, Figure K-30. Link-Node Analysis Network -Grid 29 Dresden Generating Station Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 Figure K-31. Link-Node Analysis Network -Grid 30 Dresden Generating Station K-32 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sub-area:

15 -.-511 SmIey Rd EMWgwe Rd Weoke Ln Cooper Rd KempK Figure K-32. Link-Node Analysis Network -Grid 31 Dresden Generating Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 W Cont/yRd Sub-area:

15 S/11 Rd 2 c~W Kahler Rd/£0 W Kahler Rd Rd A, W Balnou Rd W Bafloon Rd WBOI Rd/Gri 32///wMant£0KaRd

///I/R W ThmfwO/ Rd ý516 2;/on (:0 0\ S 517 Curti Ln 0o B..er Figure K-33. Link-Node Analysis Network -Grid 32 K-34 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0

//N 12000W Rd Anvil W Kemnndy Rd Rd Coiisly Oine Rd W Kennedy Rd I Ae~d N 12000V Re 2: I: N 12000W Rd/984/lIt./ 0.2: WEed RU 12: 2: ,: ~e W 10000N Rd 2: 2: 2: W 1O000N Rd Grid 33 969 982 SLevis I flrn 2: 8406 WEOOON Rd983 1406 W 7940N Rd z: W 6940N W gOSOON W 800ON Rd 2: 2: I: cc N 735 W aj -9.7 2 0 974 975 N W 70002N Rd Rd'SC 2: W 700ON R,--"-1 Legend KynPr 1- Dresden Generating Station Evacuation Time Estimate* OE j ,5 MiRig- Link-Node Analysis Network FiguresDRE 2, 5,10,15 Mile Rings ,",, , !a Node Water lt6-10. Link I_ Index Grid Grid 33 Shadow Region I] Sub-area I_ _I I -ýMiles Figure K-34. Link-Node Analysis Network -Grid 33 Dresden Generating Station Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 19Th -- --- -Count , y Road 5000 S W P~ae Rd 5 : 5 £0 o'£ i.V18Th W Burkhart Rd CountpyRoad 6000 S T Z Elmw 3: 2 22 W Gardner Rd S, W Burkhart Rd County Road w 600 S W Gardnear R 7000 d6Th County Road 8000 S 5: 5£0 5: U 5: 5: 890 5: 8 £0£0 5:£0 £0 Sn WRansom Rd Grid 34 Hanso..County Road Rd 8000 S 5: 12 Mr 15Th Rd County Road 9000 S t0 N W Goodfarm Rd 5: (1 5: 14Th I W 13Th £0 Cot I1 I 5 r ... -T-- 11.0 Rd N 5:!Cahdlf Rd County Hwy 10000 S N' Stonewali Rd 5: 5:!£0ty Road 1000 S W Scully Rd County Road 11000 S 5: W Scully Rd Z 5: WIooas1£0£0'Rd'"""'0' 5:£0-F I3153 NoMrth-Rd-iC)£0£0doL'£0oa10 Legend 8ey.8p -Dresden Generating Station Evacuation Time Estimate ORE 2,5,10,15Mile Ring, ' j Link-Node Analysis Network Figures* Node Water --Jý Link I Index Grid Gi3 Shadow Region iSob-area0 01 1 NMIK= Miles Figure K-35. Link-Node Analysis Network -Grid 34 Dresden Generating Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 Figure K-36. Link-Node Analysis Network -Grid 35 Dresden Generating Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Figure K-37. Link-Node Analysis Network -Grid 36 Dresden Generating Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 Figure K-38. Link-Node Analysis Network -Grid 37 Dresden Generating Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 Figure K-39. Link-Node Analysis Network -Grid 38 Dresden Generat Evacuation Time KL nI Enieeig +P.C..l1 5 .LU L"Ul Estimate K-40 KLD Engineering, P.C.Rev. 0 Figure K-40. Link-Node Analysis Network -Grid 39 Dresden Generating Station Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 f ...... ... .-....0-- E3300 ... ........... ...-Count/Rod~

-...:. .. .Ground Cooorr- -.. ......3300" Rd N North Rd WL-n.rrto, Rd 12000 S friol~Co N N Sta y N3200 North Rd 8313 E_.3200 17 , r~r~d 7717 N Rd N N 3100 E 3100 North Rd 4Rdd , 5 3000 E 3000 North Rd 0900 N Rd L3000 N d 2 290 oNorth Rd 02 C Drivewayrid 470, 02 8043NO At 2 29000Noh Rd E02900 North Rd S E 2900 N Rd N -Rd 0--E02700 North Rd ýC2700 NRd L 2700 North R, 7 ------------

Legend 7- Dresden Generating Station Evacuation Time Estimate*DORE

2, 5,10, 15 Mile Rings _ i Unk-Node Analysis Network Figures a Node Water "Unk _J Index Grid Grid 40 Shadow Region Q Sub-area I L i __-___-_Miles Figure K-41. Link-Node Analysis Network -Grid 40 Dresden Generating Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 Figure K-42. Link-Node Analysis Network -Grid 41 Dresden Generating Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 E 3200 1423 0'go-ýIA2A lj N State Hwy 17 F 3200 North Rd 17.17 ~ ~ u ". .4o:1 1-11( -O 8J N 04 N 99F 997'998.... I)N N 8 N E 3100 North Rd L)N N N 8 N E3l00NtulORd N;a, all 0:*NI 30 01 U, 0 3000 N Rd~it'E 3000 N Rd E 3000 North Rd I Grid V1026I E 3000 North Rd E 2900 N Rd E 2900 North Rd Lu§, E 2900 N RO--E 2800 North Rd N 8 N 1033 County Hay I County Hwy I 2700 North Rd N 0 E 2700 North Rd E 2700 N Rd E 2700 North Rd 14211ý_E 260.N Rd __It 7 U_........

...___ ..... ....._ _T a 2A2'1 E"2600 NutRd -E260 U N .. .Legend Keymap I"! Dresden Generating Station Evacuation Time Estimate* R-5, Me gF Link-Node Analysis Network Figures2, 5,10,15 Mile Rings 7 v Node Water Link I I Index Grid Grid 42 Shadow Region Sub-area_ _ _ _ _ _--_ --i _Mile Figure K-43. Link-Node Analysis Network -Grid 42 K-44 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0

--.- --- -1~~ .-. -~W 300S Rod County Hw.y W 1000S 25 Rd-".W 2000S Rd 5: 'C, 5: C.)5: W 2000S Rd>5 W 3000S Rd W 3000S Rd 5:-,County.H wyS.400W-5: 4, 5:ýWO4OS.Rd I2 5: County Road S 500 W Grid 108 43 1028!r 1027 W~o.15l11I"tStateHwy

-!~ ~~~~~~U 115 i. .. ,,'W OSRd w 500s Rd 5: ýSt St W~ 50000S Rd Wo 500S5R~8032 OC,,dyoad~lOW 6 , 000S Rd IN 7W70S R Rd--------------

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

--- --- -L W5500S Rd W6000SRd 1032 Y)ApW700)SRd&

5: Legend Keyap '--Dresden Generating Station Evacuation Time Estimate* ORE j 2,5,10, 55 Miie Rings-_ ,Link-Node Analysis Network Figures* Node Water Sub-area 1 SLink inde 'r-d Shadow Region Sub-area I l r -r --,- -Figure K-44. Link-Node Analysis Network -Grid 43 Dresden Generating Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 Figure K-45. Link-Node Analysis Network -Grid 44 Dresden Generating Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 SCounty Hwy2 5 I 1418V.state Roy Otto Rd Cord S 70 W 5: w 1000S Rd 5: W Jofsry St F I.0~'4 Coaldty Road S 200 W W 2000S Rd SI'-ni'-RI"-C 0 1 1r I W 3000S Rd W 3000S Rd Townhall Rd Grid 45 5: W 31 5:; WSfafe 3500 K 13 State Route _115 _ pir __________________

1030 85W 50005 Rd w 5 000S Rd 1034 Otto Rd I: 5: 5: C'Co-lty Road S 600 W 18034W 7000S Rd W 6000S Rd W 7OO0S Rd Cooty Road S70 IN I I JA~411 Legend Keymap F , Dresden Generating Station Evacuation Time Estimate SORE 2, 5,10,15 Mite Rings [ _Link-Node Analysis Network Figures a Node Water-I-I Link I I Index Grid Grid 45 Shadow Region Sub-area-0 L5 1 Figure K-46. Link-Node Analysis Network -Grid 45 Dresden Generating Station Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics Up-~~~~~~~

Don ae Sole lw Fo 1 3 4 1-55 FREEWAY 4793 3 12 10 2250 75 2 2 4 3 1-55 FREEWAY 4793 3 12 10 2250 75 2 3 4 5 1-55 FREEWAY 3372 3 12 10 2250 75 2 4 5 4 1-55 FREEWAY 3365 3 12 10 2250 75 2 5 5 6 1-55 FREEWAY 12828 3 12 10 2250 75 7 6 6 5 1-55 FREEWAY 12828 3 12 10 2250 75 7 7 6 7 1-55 FREEWAY 3443 3 12 10 2250 75 7 8 7 6 1-55 FREEWAY 3444 3 12 10 2250 75 7 9 7 8 1-55 FREEWAY 1857 3 12 10 2250 75 7 10 7 334 1-55 OFF-RAMP TO US-30 FREEWAY RAMP 1363 1 12 4 1750 45 7 11 8 7 1-55 FREEWAY 1857 3 12 10 2250 75 7 12 8 9 1-55 FREEWAY 2074 3 12 10 2250 75 7 13 8 333 1-55 OFF-RAMP TO US-30 FREEWAY RAMP 1226 1 12 4 1750 45 7 14 9 8 1-55 FREEWAY 2074 3 12 10 2250 75 7 15 9 10 1-55 FREEWAY 3687 3 12 10 2250 75 7 16 10 9 1-55 FREEWAY 3696 3 12 10 2250 75 7 17 10 11 1-55 FREEWAY 10951 3 12 10 2250 75 11 18 11 10 1-55 FREEWAY 10951 3 12 10 2250 75 11 19 11 12 1-55 FREEWAY 2830 3 12 10 2250 75 11 20 12 11 1-55 FREEWAY 2831 3 12 10 2250 75 11 21 12 13 1-55 FREEWAY 3213 3 12 10 2250 75 11 22 13 12 1-55 FREEWAY 3213 3 12 10 2250 75 11 Dresden Generating Station K-48 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0 24 13 120 1-55 OFF-RAMP TO US 52 FREEWAY RAMP 1011 1 24 1750 45 11 25 14 13 1-55 FREEWAY 1547 3 12 10 2250 75 11 26 14 15 1-55 FREEWAY 3941 3 12 10 2250 75 19 27 14 121 1-55 OFF-RAMP TO US 52 FREEWAY RAMP 979 1 12 4 1750 45 11 28 15 14 1-55 FREEWAY 3941 3 12 10 2250 75 19 29 15 16 1-55 FREEWAY 2057 3 12 10 2250 75 19 30 16 15 1-55 FREEWAY 2053 3 12 10 2250 75 19 31 16 1199 1-55 FREEWAY 1662 3 12 10 2250 75 19 32 17 18 1-55 FREEWAY 1058 3 12 10 2250 75 19 33 17 53 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 2164 1 12 4 1700 45 19 34 17 1203 1-55 FREEWAY 791 4 12 10 2250 75 19 35 18 17 1-55 FREEWAY 1058 3 12 10 2250 75 19 36 18 19 1-55 FREEWAY 807 4 12 10 2250 75 19 37 18 51 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1398 1 16 6 1575 35 19 38 19 18 1-55 FREEWAY 807 4 12 10 2250 75 19 39 19 20 1-55 FREEWAY 822 3 12 10 2250 75 19 40 19 52 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1110 1 16 6 1575 35 19 41 20 19 1-55 FREEWAY 822 3 12 10 2250 75 19 42 20 50 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1903 1 12 4 1700 45 19 43 20 1355 1-55 FREEWAY 5137 3 12 10 2250 75 19 44 21 22 1-55 FREEWAY 1254 2 12 10 2250 75 19 45 21 359 1-55 OFF-RAMP TO US-RT 6 FREEWAY RAMP 932 1 14 6 1750 45 19 K-49 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 Up Don Lan Shole Flo Flow Stea Stea Lengt No of Wit Widt Rae Spe Gi 46 21 1355 1-55 FREEWAY 4108 2 12 10 2250 75 19 47 22 21 1-55 FREEWAY 1254 2 12 10 2250 75 19 48 22 23 1-55 FREEWAY 6497 2 12 10 2250 75 19 49 22 360 1-55 OFF-RAMP TO US-RT 6 FREEWAY RAMP 1060 1 14 6 1750 45 19 50 23 22 1-55 FREEWAY 6497 2 12 10 2250 75 19 51 23 24 1-55 FREEWAY 1326 2 12 10 2250 75 19 52 24 23 1-55 FREEWAY 1326 2 12 10 2250 75 19 53 24 25 1-55 FREEWAY 5522 2 12 10 2250 75 19 54 25 24 1-55 FREEWAY 5522 2 12 10 2250 75 19 55 25 26 1-55 FREEWAY 1190 2 12 10 2250 70 19 56 26 25 1-55 FREEWAY 1190 2 12 10 2250 70 19 57 26 27 1-55 FREEWAY 3616 2 12 10 2250 70 25 58 27 26 1-55 FREEWAY 3616 2 12 10 2250 70 25 59 27 28 1-55 FREEWAY 1290 2 12 10 2250 70 25 1-55 OFF-RAMP TO ARSENAL 60 27 1326 RD FREEWAY RM 877 2 12 6 1900 50 25 RD FREEWAY RAMP 61 28 27 1-55 FREEWAY 1290 2 12 10 2250 70 25 62 28 1336 1-55 FREEWAY 1924 2 12 10 2250 70 25 63 29 30 1-55 FREEWAY 650 2 12 10 2250 75 25 64 29 1331 1-55 FREEWAY 7675 2 12 10 2250 75 25 65 30 29 1-55 FREEWAY 650 2 12 10 2250 75 25 66 30 31 1-55 FREEWAY 2820 2 12 10 2250 75 25 67 31 30 1-55 FREEWAY 2820 2 12 10 2250 75 25 K-SO KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-50 KLD Engineering, P.C0 Rev. 0 Stram Stea Lengt No. of Wit Wit Rat Speed Gri Link #s Nod Nod Roda Nam Roda Tye (t) Lns (t) (t.Sp) (p) Nme 68 31 32 1-55 FREEWAY 1431 2 12 10 2250 75 25 69 32 31 1-55 FREEWAY 1431 2 12 10 2250 75 25 70 32 33 1-55 FREEWAY 8089 2 12 10 2250 75 25 71 33 32 1-55 FREEWAY 8089 2 12 10 2250 75 25 72 33 34 1-55 FREEWAY 4892 2 12 10 2250 75 25 73 34 35 1-55 FREEWAY 10761 2 12 10 2250 75 31 74 34 45 1-55 FREEWAY 2175 2 12 10 2250 75 31 75 35 34 1-55 FREEWAY 10758 2 12 10 2250 75 31 76 35 36 1-55 FREEWAY 1666 2 12 10 2250 75 31 77 35 442 1-55 OFF-RAMP TO IL-113 FREEWAY RAMP 1341 1 14 6 1750 45 31 78 36 35 1-55 FREEWAY 1666 2 12 10 2250 75 31 79 36 37 1-55 FREEWAY 9869 2 12 10 2250 75 31 80 37 36 1-55 FREEWAY 9870 2 12 10 2250 75 31 81 37 38 1-55 FREEWAY 1775 2 12 10 2250 75 31 82 38 37 1-55 FREEWAY 1775 2 12 10 2250 75 31 83 38 39 1-55 FREEWAY 5814 2 12 10 2250 75 30 84 39 38 1-55 FREEWAY 5815 2 12 10 2250 75 30 85 39 40 1-55 FREEWAY 23788 2 12 10 2250 75 30 86 40 39 1-55 FREEWAY 23788 2 12 10 2250 75 30 87 40 41 1-55 FREEWAY 3130 2 12 10 2250 75 36 88 41 40 1-55 FREEWAY 3130 2 12 10 2250 75 36 89 41 42 1-55 FREEWAY 2009 2 12 10 2250 75 36 90 42 41 1-55 FREEWAY 2009 2 12 10 2250 75 36 K-Si KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate 1K-51 KLD Engineering, P.C.Rev. 0

.92 43 42 1-55 FREEWAY 4549 2 210 2250 75 36 93 43 1044 1-55 FREEWAY 23649 2 12 10 2250 75 36 94 45 46 1-55 FREEWAY 979 2 12 10 2250 75 25 95 46 33 1-55 FREEWAY 2019 2 12 10 2250 75 25 96 47 48 1-80 FREEWAY 4972 2 12 8 2250 70 19 97 47 81 1-80 FREEWAY 7652 2 12 8 2250 60 19 98 48 47 1-80 FREEWAY 4972 2 12 8 2250 70 19 99 48 49 1-80 FREEWAY 1912 2 12 8 2250 70 19 1-80 OFF-RAM P TO HOUBOLT 100 48 945 FREA RAMP 787 1 12 4 1750 45 19 RD FREEWAY RAMP 101 49 48 1-80 FREEWAY 1912 2 12 8 2250 70 19 102 49 70 1-80 FREEWAY 4429 2 12 8 2250 70 19 1-80 OFF-RAMP TO HOUBOLT 103 49 953 FREA RAMP 1060 1 12 4 1750 45 19 RD FREEWAY RAMP 104 50 17 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 2061 1 12 4 1700 45 19 105 50 51 1-80 FREEWAY 1124 2 12 8 2250 70 19 106 50 70 1-80 FREEWAY 1890 2 12 8 2250 70 19 107 51 19 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 1272 1 16 6 1575 35 19 108 51 50 1-80 FREEWAY 1124 2 12 8 2250 70 19 109 51 52 1-80 FREEWAY 835 2 12 8 2250 70 19 110 52 18 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 1251 1 16 6 1575 35 19 111 52 51 1-80 FREEWAY 835 2 12 8 2250 70 19 112 52 53 1-80 FREEWAY 1000 2 12 8 2250 70 19 Dresden Generating Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo Flow Stem SremLnt No of Wit Wit Rat Speed Gri 113 53 20 1 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 2011 1 12 4 1700 45 19 114 53 52 1-80 FREEWAY 1000 2 12 8 2250 70 19 115 53 54 1-80 FREEWAY 3762 2 12 8 2250 70 19 116 54 53 1-80 FREEWAY 3762 2 12 8 2250 70 19 117 54 55 1-80 FREEWAY 4057 2 12 8 2250 70 19 118 55 54 1-80 FREEWAY 4055 2 12 8 2250 70 19 119 55 56 1-80 FREEWAY 6040 2 12 8 2250 75 19 120 56 55 1-80 FREEWAY 6040 2 12 8 2250 75 19 121 56 57 1-80 FREEWAY 4210 2 12 8 2250 75 18 122 57 56 1-80 FREEWAY 4210 2 12 8 2250 75 18 123 57 58 1-80 FREEWAY 3808 2 12 8 2250 75 18 124 58 57 1-80 FREEWAY 3808 2 12 8 2250 75 18 125 58 59 1-80 FREEWAY 1090 2 12 8 2250 75 18 126 58 718 1-80 OFF-RAMP TO CR-11 FREEWAY RAMP 628 1 14 4 1750 45 18 127 59 58 1-80 FREEWAY 1090 2 12 8 2250 75 18 128 59 60 1-80 FREEWAY 6346 2 12 10 2250 75 18 129 59 534 1-80 OFF-RAMP TO CR-11 FREEWAY RAMP 643 1 14 4 1750 45 18 130 60 59 1-80 FREEWAY 6346 2 12 10 2250 75 18 131 60 61 1-80 FREEWAY 5844 2 12 10 2250 75 18 132 61 60 1-80 FREEWAY 5858 2 12 10 2250 75 18 133 61 62 1-80 FREEWAY 13171 2 12 10 2250 75 18 134 62 61 1-80 FREEWAY 13171 2 12 10 2250 75 18 135 62 384 1-80 FREEWAY 4611 2 12 10 2250 75 18 K-53 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 137 63 385 1-80 FREEWAY 18236 2 210 2250 75 17 138 63 392 1-80 OFF-RAMP TO IL-47 FREEWAY RAMP 708 2 14 4 15 52 139 64 63 1-80 FREEWAY 1823 2 12 10 2250 70 23 140 64 65 1-80 FREEWAY 3167 2 12 10 2250 70 23 141 64 391 1-80 OFF-RAMP TO IL-47 FREEWAY RAMP 813 1 14 4 1750 45 23 142 65 64 1-80 FREEWAY 3167 2 12 10 2250 70 23 143 65 66 1-80 FREEWAY 3904 2 12 10 2250 70 23 144 66 65 1-80 FREEWAY 3903 2 12 10 2250 70 23 145 66 1537 1-80 FREEWAY 8748 2 12 10 2250 70 22 146 67 68 1-80 FREEWAY 1502 2 12 10 2250 70 22 147 67 1538 1-80 FREEWAY 10015 2 12 10 2250 70 22 148 68 67 1-80 FREEWAY 1502 2 12 10 2250 70 22 149 68 69 1-80 FREEWAY 4474 2 12 10 2250 70 22 150 69 68 1-80 FREEWAY 4474 2 12 10 2250 70 22 151 70 49 1-80 FREEWAY 4428 2 12 8 2250 70 19 152 70 50 1-80 FREEWAY 1890 2 12 8 2250 70 19 153 81 47 1-80 FREEWAY 7655 2 12 8 2250 60 19 154 81 82 1-80 FREEWAY 641 2 12 8 2250 60 20 155 82 81 1-80 FREEWAY 641 2 12 8 2250 60 20 156 82 83 1-80 FREEWAY 589 2 12 8 2250 60 20 157 83 82 1-80 FREEWAY 589 2 12 8 2250 60 20 158 83 84 1-80 FREEWAY 624 2 12 8 2250 60 20 Dresden Generating Station Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl) (mph) Number I 159 84 83 11-80 FREEWAY 624 2 12 8 2250 60 20 160 84 85 1-80 FREEWAY 5140 8 2250 55 20 161 85 84 1-80 FREEWAY 5140 2 12 8 2250 55 20 162 85 86 1-80 FREEWAY 661 2 12 8 2250 55 20 163 86 85 1-80 FREEWAY 661 2 12 8 2250 55 20 164 86 87 1-80 FREEWAY 1002 2 12 8 2250 55 20 165 87 86 1-80 FREEWAY 1004 2 12 8 2250 55 20 166 87 88 1-80 FREEWAY 1671 3 12 8 2250 55 20 167 88 87 1-80 FREEWAY 1671 3 12 8 2250 55 20 168 88 89 1-80 FREEWAY 1559 3 12 8 2250 55 20 169 89 88 1-80 FREEWAY 1564 3 12 8 2250 55 20 170 89 90 1-80 FREEWAY 503 3 12 8 2250 55 20 171 90 89 1-80 FREEWAY 503 3 12 8 2250 55 20 172 90 91 1-80 FREEWAY 675 3 12 8 2250 55 20 173 90 1514 1-80 OFF-RAMP TO IL-53 FREEWAY RAMP 908 1 12 4 1750 30 20 174 91 90 1-80 FREEWAY 675 3 12 8 2250 55 20 175 91 92 1-80 FREEWAY 1671 2 12 8 2250 55 20 176 92 91 1-80 FREEWAY 1671 3 12 8 2250 55 20 177 92 93 1-80 FREEWAY 1081 2 12 8 2250 60 20 1-80 OFF-RAM P TO RICHARD 178 92 842 ST FREEWAY RM 667 2 12 4 1750 45 20 ST FREEWAY RAMP 179 93 92 1-80 FREEWAY 1081 2 12 8 2250 60 20 180 93 94 1-80 FREEWAY 2393 2 12 8 2250 65 20 Dresden Generating Station Evacuation Time Estimate K-55 KILD Engineering, P.C.Rev. 0 UP Down Lan Shule Flo Flow Stream Stra Legt No ofWit Wdha e Sped Gi 1-80 OFF-RAMP TO RICHARD 181 93 843 ST FREEWAY RM 511 1 12 4 1750 45 20 ST FREEWAY RAMP 182 94 93 1-80 FREEWAY 2393 2 12 8 2250 65 20 183 94 95 1-80 FREEWAY 1172 2 12 8 2250 65 20 184 95 94 1-80 FREEWAY 1172 2 12 8 2250 65 20 185 95 96 1-80 FREEWAY 3339 2 12 8 2250 65 20 186 96 95 1-80 FREEWAY 3339 2 12 8 2250 65 20 187 96 97 1-80 FREEWAY 1685 2 12 8 2250 70 20 188 96 1055 1-80 OFF-RAMP TO BRIGGS RD FREEWAY RAMP 570 1 12 4 1700 45 20 189 97 96 1-80 FREEWAY 1685 2 12 8 2250 70 20 190 97 98 1-80 FREEWAY 9666 2 12 8 2250 70 20 191 98 97 1-80 FREEWAY 9666 2 12 8 2250 70 20 192 98 99 1-80 FREEWAY 3343 2 12 8 2250 70 15 193 99 98 1-80 FREEWAY 3344 2 12 8 2250 70 15 194 99 100 1-80 FREEWAY 602 2 12 8 2250 70 15 195 99 927 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 655 1 12 4 1700 45 15 196 100 99 1-80 FREEWAY 602 2 12 8 2250 70 15 197 100 101 1-80 FREEWAY 1856 2 12 8 2250 70 15 198 100 158 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 1237 1 12 4 1750 45 15 199 101 100 1-80 FREEWAY 1845 2 12 8 2250 70 15 200 101 260 1-80 FREEWAY 5161 3 12 8 2250 70 15 201 102 103 US-52 COLLECTOR 15803 1 12 1 1700 60 18 202 102 113 US-52 COLLECTOR 5303 1 12 4 1750 50 18 K-56 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 203 102 1187 US-30 COLLECTOR 7649 1 12 1700 60 5 204 103 104 US-52 COLLECTOR 5268 1 12 1 1700 60 18 205 104 698 US-30 COLLECTOR 2848 1 11 2 1700 55 5 206 104 1292 US-52 COLLECTOR 14918 1 12 1 1750 60 17 207 105 106 US-52 COLLECTOR 3932 1 12 1 1700 60 17 208 105 1184 US-30 COLLECTOR 1707 1 12 2 1700 60 17 209 106 107 US-52 COLLECTOR 7386 1 12 1 1700 55 17 210 107 108 US-52 COLLECTOR 1770 1 12 1 1700 60 17 211 108 109 US-52 COLLECTOR 1524 1 12 1 1700 45 16 212 109 110 US-52 COLLECTOR 3390 1 12 1 1700 55 16 213 110 111 US-52 COLLECTOR 1374 1 12 1 1700 45 16 214 111 112 US-52 COLLECTOR 14096 1 12 1 1700 60 16 215 113 114 US-52 COLLECTOR 3434 1 12 4 1700 55 5 216 113 729 US-30 COLLECTOR 7763 1 12 4 1700 50 5 217 114 115 US-52 COLLECTOR 3977 1 12 4 1700 55 10 218 115 116 US-52 COLLECTOR 3684 1 12 4 1750 45 10 219 116 117 US-52 COLLECTOR 2238 1 12 4 1575 35 10 220 116 730 US-30 COLLECTOR 5129 1 12 4 1750 45 10 221 117 118 US-52 COLLECTOR 995 1 12 4 1750 35 10 222 118 119 US-52 COLLECTOR 2040 1 12 4 1750 35 10 223 119 120 US-52 COLLECTOR 2406 2 12 4 1750 35 10 224 119 731 US-30 MINOR ARTERIAL 5283 2 12 0 1750 45 10 225 120 121 US-52 MINOR ARTERIAL 566 2 12 4 1750 45 11 K-57 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 UP- Don Lan Shule Flw Fo Stem Sra0egh N.o Wit Wit Rat Speed Gri 226 121 13 1-55 ON-RAMP FROM US 52 FREEWAY RAMP 705 1 12 4 1700 45 11 227 121 122 US-52 MINOR ARTERIAL 380 2 12 4 1750 45 11 228 122 123 US-52 MINOR ARTERIAL 4602 2 12 4 1750 45 11 229 123 285 US-52 MINOR ARTERIAL 2661 2 12 4 1750 45 11 230 124 127 US-52 MINOR ARTERIAL 1093 2 12 4 1750 40 11 231 124 283 US-30 COLLECTOR 741 1 12 4 1700 40 11 232 124 935 INFANTRY DR LOCAL ROADWAY 2628 1 12 4 1750 35 11 233 125 131 US-52 MINOR ARTERIAL 1238 2 12 4 1750 40 12 234 125 205 IL-7 MINOR ARTERIAL 2610 2 12 1 1750 40 12 235 125 348 IL-7 MINOR ARTERIAL 1953 2 12 8 1750 35 12 236 126 132 US-52 MINOR ARTERIAL 1685 2 12 4 1750 40 12 237 126 1524 MIDLAND AVE MINOR ARTERIAL 967 2 12 4 1900 35 12 238 127 128 US-52 MINOR ARTERIAL 918 2 12 4 1750 40 11 239 127 1527 CATERPILLAR DR MINOR ARTERIAL 336 2 12 4 1900 35 11 240 128 936 US-52 MINOR ARTERIAL 707 2 12 4 1900 40 11 241 129 130 US-52 MINOR ARTERIAL 1795 2 12 4 1750 40 11 242 129 940 SPRINGFIELD AVE LOCAL ROADWAY 2653 1 12 4 1750 35 11 243 130 125 US-52 MINOR ARTERIAL 1748 2 12 4 1750 40 12 244 131 126 US-52 MINOR ARTERIAL 1308 2 12 4 1750 40 12 245 132 133 US-52 MINOR ARTERIAL 2084 2 12 4 1900 40 12 246 132 220 REED ST LOCAL ROADWAY 958 1 12 4 1575 35 12 247 133 134 US-52 MINOR ARTERIAL 267 2 12 4 1750 40 13 248 134 135 JEFFERSON ST MINOR ARTERIAL 658 2 12 4 1900 35 13 K-58 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 249 134 221 RAYNOR AVE LOCAL ROADWAY 849 1 52 1575 3523 250 135 136 JEFFERSON ST MINOR ARTERIAL 1996 2 12 4 1750 35 13 251 135 218 WILCOX ST LOCAL ROADWAY 596 1 12 4 1575 35 13 252 136 137 US-30 MINOR ARTERIAL 379 3 12 4 1750 35 13 253 137 138 US-30 MAJOR ARTERIAL 600 3 12 4 1900 35 13 254 137 1512 HICKORY ST MINOR ARTERIAL 843 2 12 4 1900 35 13 255 138 253 US-30 MAJOR ARTERIAL 555 3 12 4 1900 35 13 256 139 140 US-30 MINOR ARTERIAL 372 2 12 4 1750 35 13 257 140 141 US-30 MINOR ARTERIAL 443 2 12 4 1750 35 13 258 140 179 IL-53 MINOR ARTERIAL 363 1 12 4 1750 40 13 259 141 142 US-30 MINOR ARTERIAL 363 2 12 4 1750 35 13 260 142 143 US-30 MINOR ARTERIAL 1198 2 12 4 1750 30 13 261 142 177 IL-53 MINOR ARTERIAL 356 2 12 4 1750 35 13 262 143 144 US-30 MINOR ARTERIAL 379 2 12 4 1750 30 13 263 143 167 EASTERN AVE LOCAL ROADWAY 1056 1 12 4 1750 30 13 264 144 145 US-6 MINOR ARTERIAL 671 2 12 0 1900 20 14 265 145 146 US-6 MINOR ARTERIAL 941 2 12 0 1750 30 14 266 146 147 US-30 MINOR ARTERIAL 2335 2 12 4 1750 30 14 267 146 167 US-30 MINOR ARTERIAL 603 2 12 4 1750 30 14 268 146 1520 US-6 MINOR ARTERIAL 980 2 12 0 1750 30 14 269 147 148 US-30 MINOR ARTERIAL 1354 2 12 4 1900 30 14 270 147 254 HENDERSON ST COLLECTOR 1364 1 12 4 1750 35 14 271 148 149 US-30 MINOR ARTERIAL 1153 2 12 4 1900 30 14 Dresden Generating Station K-59 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato Fre 272 149 150 US-30 MINOR ARTERIAL 628 2 12 4 1750 30 14 273 150 151 US-30 MINOR ARTERIAL 2650 2 12 4 1750 35 14 274 150 1054 WALNUT ST COLLECTOR 1083 1 12 4 1575 35 14 275 151 152 US-30 COLLECTOR 1472 1 12 4 1700 40 14 276 151 1057 BRIGGS ST MINOR ARTERIAL 2664 1 12 4 1750 35 14 277 152 153 US-30 COLLECTOR 3156 1 12 4 1700 40 14 278 153 154 US-30 COLLECTOR 715 1 12 4 1700 40 14 279 154 155 US-30 COLLECTOR 2147 1 12 4 1700 40 14 280 155 156 US-30 COLLECTOR 2693 1 12 4 1700 40 15 281 156 157 US-30 MINOR ARTERIAL 904 2 12 4 1750 40 15 282 157 158 US-30 MINOR ARTERIAL 3039 2 12 4 1750 40 15 283 158 159 US-30 MINOR ARTERIAL 1269 2 12 4 1750 40 15 284 159 100 1-80 ON-RAMP FROM US 30 FREEWAY RAMP 1214 1 12 4 1700 45 15 285 159 160 US-30 MINOR ARTERIAL 1731 2 12 4 1425 40 15 286 161 136 US-30 MINOR ARTERIAL 1054 2 12 4 1750 35 13 287 161 319 US-30 COLLECTOR 994 1 12 4 1575 35 13 288 162 1059 US-30 MINOR ARTERIAL 249 2 12 4 1750 30 13 289 163 312 US-30 MAJOR ARTERIAL 1085 3 12 4 1900 30 13 290 164 163 US-30 MINOR ARTERIAL 381 2 12 4 1750 30 13 291 164 173 IL-53 MINOR ARTERIAL 315 2 12 4 1750 30 13 292 165 164 US-30 MINOR ARTERIAL 437 2 12 4 1750 30 13 293 166 165 US-30 MINOR ARTERIAL 355 2 12 4 1750 30 13 294 166 236 IL-53 MINOR ARTERIAL 1351 2 12 4 1750 30 13 Dresden Generating Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 295 167 146 US-30 MINOR ARTERIAL 603 2 20 1750 3014 296 167 166 US-30 MINOR ARTERIAL 1450 2 12 4 1750 30 13 297 168 139 JOLIET ST LOCAL ROADWAY 346 1 12 4 1750 30 13 298 168 179 WASHINGTON AVE LOCAL ROADWAY 384 1 12 4 1750 35 13 299 170 163 JOLIET ST MINOR ARTERIAL 328 2 12 4 1750 30 13 300 170 171 JOLIET ST MINOR ARTERIAL 369 2 12 4 1750 30 13 301 170 173 CLINTON ST LOCAL ROADWAY 358 1 12 4 1750 35 13 302 171 139 JOLIET ST LOCAL ROADWAY 348 1 12 4 1750 30 13 303 171 170 JOLIET ST MINOR ARTERIAL 369 2 12 4 1750 30 13 304 171 172 VAN BUREN ST LOCAL ROADWAY 368 1 12 4 1750 35 13 305 172 140 IL-53 MINOR ARTERIAL 344 2 12 4 1750 30 13 306 172 171 VAN BUREN ST LOCAL ROADWAY 368 1 12 4 1750 35 13 307 173 170 CLINTON ST LOCAL ROADWAY 358 1 12 4 1750 35 13 308 173 172 IL-53 MINOR ARTERIAL 371 2 12 4 1750 30 13 309 173 174 CLINTON ST LOCAL ROADWAY 450 1 12 4 1575 35 13 310 174 165 CHICAGO ST LOCAL ROADWAY 317 1 12 4 1750 35 13 311 174 175 CHICAGO ST LOCAL ROADWAY 360 1 12 4 1575 35 13 312 174 176 CLINTON ST LOCAL ROADWAY 347 1 12 4 1750 35 13 313 175 141 CHICAGO ST LOCAL ROADWAY 333 1 12 4 1750 35 13 314 175 177 VAN BUREN ST LOCAL ROADWAY 355 1 12 4 1750 35 13 315 176 166 IL-53 MINOR ARTERIAL 292 2 12 4 1750 35 13 316 177 176 _1L-53 MINOR ARTERIAL 362 2 12 4 1750 35 13 317 178 168 WASHINGTON AVE LOCAL ROADWAY 375 1 12 4 1575 35 13 Dresden Generating Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 318 178 253 DES PLAINES ST LOCAL ROADWAY 331 1 24 1575 3513 319 179 180 WASHINGTON AVE LOCAL ROADWAY 404 1 12 4 1575 35 13 320 180 142 IL-53 MINOR ARTERIAL 595 2 12 4 1750 15 13 321 182 178 DES PLAINES ST LOCAL ROADWAY 2771 1 12 4 1575 35 13 322 182 789 US-6 COLLECTOR 1069 1 12 4 1700 40 13 323 183 137 HICKORY ST MINOR ARTERIAL 1141 2 12 4 1750 35 13 324 185 183 HICKORY ST MINOR ARTERIAL 355 2 12 4 1750 35 13 325 186 185 CENTER ST MINOR ARTERIAL 1032 2 12 4 1900 45 13 326 187 186 CENTER ST MINOR ARTERIAL 848 2 12 4 1900 45 13 327 188 187 CENTER ST MINOR ARTERIAL 1363 2 12 4 1900 45 13 1-80 ON-RAMP FROM 328 190 87 MEADOW-AVE FREA 1287 1 12 4 1700 45 20 MEADOW AVE FREEWAY RAMP 329 190 191 CENTER ST COLLECTOR 731 1 12 4 1700 45 20 330 191 188 CENTER ST COLLECTOR 1040 1 12 4 1700 45 20 331 192 190 MEADOW AVE MINOR ARTERIAL 846 2 12 4 1900 40 20 332 193 192 MEADOW AVE COLLECTOR 1585 1 12 0 1700 40 20 333 194 193 MEADOW AVE COLLECTOR 2129 1 12 0 1575 35 20 334 194 202 MIDLAND AVE COLLECTOR 5200 1 12 4 1575 35 20 335 195 194 MEADOW AVE COLLECTOR 855 1 12 0 1575 35 20 336 195 196 MEADOW AVE COLLECTOR 1750 1 12 0 1750 35 20 337 196 195 MEADOW AVE COLLECTOR 1750 1 12 0 1575 35 20 338 196 345 IL-7 MINOR ARTERIAL 938 2 12 1 1900 40 20 339 197 198 MARION ST LOCAL ROADWAY 1056 1 12 4 1350 30 13 Dresden Generating Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 340 198 183 MARION ST LOCAL ROADWAY 1032 1 24 1750 30 13 341 199 134 RAYNOR AVE LOCAL ROADWAY 704 1 12 4 1750 35 13 342 199 197 MARION ST LOCAL ROADWAY 707 1 12 4 1350 30 13 343 200 199 MARION ST LOCAL ROADWAY 1296 1 12 4 1750 35 12 344 201 132 REED ST LOCAL ROADWAY 590 1 12 4 1750 35 12 345 201 200 MARION ST LOCAL ROADWAY 965 1 12 4 1575 35 12 346 202 126 MIDLAND AVE COLLECTOR 572 1 12 4 1750 35 12 347 202 201 MARION ST LOCAL ROADWAY 1664 1 12 4 1575 35 12 348 203 271 INGALLS AVE COLLECTOR 2489 1 12 4 1575 35 12 349 203 318 IL-7 MINOR ARTERIAL 2632 2 12 1 1750 40 12 350 204 206 BLACK RD COLLECTOR 2590 2 12 0 1750 40 12 351 204 317 IL-7 MINOR ARTERIAL 1841 2 12 1 1900 40 12 352 205 204 IL-7 MINOR ARTERIAL 2692 2 12 1 1750 40 12 353 205 269 GLENWOOD AVE LOCAL ROADWAY 2569 1 12 4 1750 35 12 354 206 207 MIDLAND AVE COLLECTOR 1833 1 12 4 1575 35 12 355 206 315 BLACK RD COLLECTOR 1663 2 12 0 1900 40 12 356 207 316 CLARA AVE LOCAL ROADWAY 191 1 12 4 1575 35 12 357 208 214 RUBY ST LOCAL ROADWAY 647 1 12 0 1575 35 13 358 208 326 US-30 MINOR ARTERIAL 3751 2 12 0 1750 35 12 359 208 1585 RAYNOR AVE LOCAL ROADWAY 473 1 12 4 1575 35 13 360 209 212 RAYNOR AVE LOCAL ROADWAY 648 1 15 2 1575 30 13 361 209 224 GLENWOOD AVE LOCAL ROADWAY 693 1 12 4 1575 35 13 362 210 213 MASON AVE LOCAL ROADWAY 679 1 12 4 1575 35 13 K-63 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 Sauaion Fe 363 210 1074 RAYNOR AVE LOCAL ROADWAY 503 1 15 2 1750 35 13 364 211 210 RAYNOR AVE LOCAL ROADWAY 608 1 15 2 1575 35 13 365 211 215 DOUGLAS ST LOCAL ROADWAY 678 1 12 4 1575 35 13 366 212 211 RAYNOR AVE LOCAL ROADWAY 687 1 15 2 1750 35 13 367 212 1068 TAYLOR ST LOCAL ROADWAY 627 1 12 4 1575 35 13 368 213 208 US-30 MINOR ARTERIAL 936 2 12 0 1750 35 13 369 213 214 WILCOX ST LOCAL ROADWAY 677 1 12 4 1575 35 13 370 214 232 RUBY ST LOCAL ROADWAY 2707 1 12 4 1575 35 13 371 215 213 WILCOX ST LOCAL ROADWAY 634 1 12 4 1575 35 13 372 215 322 DOUGLAS ST LOCAL ROADWAY 615 1 12 4 1575 35 13 373 216 215 WILCOX ST LOCAL ROADWAY 613 1 12 4 1575 35 13 374 217 219 WESTERN AVE LOCAL ROADWAY 647 1 12 4 1750 35 13 375 217 224 WILCOX ST LOCAL ROADWAY 888 1 12 4 1575 35 13 376 218 217 WILCOX ST LOCAL ROADWAY 755 1 12 4 1575 35 13 377 219 209 RAYNOR AVE LOCAL ROADWAY 874 1 15 2 1750 35 13 378 220 1083 REED ST LOCAL ROADWAY 326 1 12 4 1575 35 12 379 221 219 RAYNOR AVE LOCAL ROADWAY 798 1 15 2 1750 35 13 380 222 223 REED ST LOCAL ROADWAY 822 1 12 4 1575 35 12 381 223 209 GLENWOOD AVE LOCAL ROADWAY 2260 1 12 4 1750 35 12 382 223 315 REED ST LOCAL ROADWAY 2650 1 12 4 1575 35 12 383 224 1067 WILCOX ST LOCAL ROADWAY 618 1 12 4 1575 35 13 384 225 162 HICKORY ST COLLECTOR 1056 1 12 4 1750 35 13 385 225 226 HICKORY ST COLLECTOR 680 1 12 4 1750 35 13 K-64 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 386 225 231 DIVISON ST COLLECTOR 344 1 12 4 1575 35 13 387 226 227 HICKORY ST LOCAL ROADWAY 1840 1 12 4 1575 35 13 388 226 230 IL-53 COLLECTOR 360 1 12 4 1575 35 13 389 227 228 RUBY ST LOCAL ROADWAY 369 1 12 4 1750 35 13 390 228 311 IL-53 MINOR ARTERIAL 3017 2 12 4 1750 40 12 391 229 228 BROADWAY ST LOCAL ROADWAY 469 1 12 4 1750 35 13 392 230 229 BROADWAY ST LOCAL ROADWAY 1410 1 12 4 1575 35 13 393 230 251 IL-53 COLLECTOR 1032 1 12 4 1750 35 13 394 231 225 DIVISON ST COLLECTOR 344 1 12 4 1575 35 13 395 231 230 BROADWAY ST LOCAL ROADWAY 560 1 12 4 1575 35 13 396 231 312 BROADWAY ST LOCAL ROADWAY 1093 1 12 4 1575 35 13 397 232 227 RUBY ST LOCAL ROADWAY 651 1 12 4 1575 35 13 398 233 228 IL-53 COLLECTOR 1010 1 12 4 1750 35 13 399 234 236 JACKSON ST MINOR ARTERIAL 343 2 12 4 1750 45 13 400 234 1050 CHICAGO ST LOCAL ROADWAY 350 1 12 4 1350 30 13 401 235 249 IL-53 MINOR ARTERIAL 612 2 12 4 1900 30 13 402 235 1522 JACKSON ST MINOR ARTERIAL 151 2 12 4 1750 45 13 403 236 237 JACKSON ST MINOR ARTERIAL 2139 1 12 4 1750 45 13 404 236 1049 IL-53 MINOR ARTERIAL 341 2 12 4 1750 30 13 405 237 239 IL-171 COLLECTOR 737 1 12 4 1750 40 14 406 237 254 US-6 COLLECTOR 2312 1 12 4 1750 30 14 407 238 240 IL-171 COLLECTOR 3346 1 12 4 1750 35 14 408 239 238 IL-171 COLLECTOR 1024 1 12 4 1750 40 14 Dresden Generating Station Evacuation Time Estimate K-65 KLD Engineering, P.C.Rev. 0 Up- Down- Lan Shule Flo Flow 5 409 240 241 IL-171 COLLECTOR 1637 1 12 4 1700 40 14 410 241 242 IL-171 MINOR ARTERIAL 1212 2 12 1 1900 40 14 411 242 1551 IL-171 MINOR ARTERIAL 2665 2 12 1 1900 45 14 412 247 165 CHICAGO ST LOCAL ROADWAY 370 1 12 4 1750 30 13 413 247 248 CHICAGO ST LOCAL ROADWAY 352 1 12 4 1350 30 13 414 248 234 CHICAGO ST LOCAL ROADWAY 627 1 12 4 1750 30 13 415 249 248 BENTON ST COLLECTOR 432 1 12 4 1575 35 13 416 249 250 IL-53 MINOR ARTERIAL 350 2 12 4 1900 30 13 417 250 164 IL-53 MINOR ARTERIAL 365 2 12 4 1750 30 13 418 250 247 WEBSTER ST COLLECTOR 434 1 12 4 1575 35 13 419 251 235 IL-53 MINOR ARTERIAL 166 2 12 4 1750 45 13 420 252 163 JOLIET ST LOCAL ROADWAY 1083 1 12 4 1750 30 13 421 252 251 JOLIET ST LOCAL ROADWAY 382 1 12 4 1750 30 13 422 253 139 US-30 MINOR ARTERIAL 388 2 12 4 1750 35 13 423 254 258 US-6 COLLECTOR 3174 1 12 4 1350 30 14 424 255 239 OHIO ST LOCAL ROADWAY 1596 1 12 4 1750 35 14 425 256 239 OHIO ST LOCAL ROADWAY 2093 1 12 4 1750 35 13 426 256 313 IL-53 MINOR ARTERIAL 1043 2 12 4 1900 20 13 427 257 238 COLUMBIA ST LOCAL ROADWAY 1608 1 12 4 1750 35 14 428 258 259 US-6 COLLECTOR 611 1 12 4 1750 40 14 429 259 773 US-6 COLLECTOR 3070 1 12 4 1750 40 14 430 259 1054 WALNUT ST COLLECTOR 1898 1 12 4 1575 35 14 431 260 101 1-80 FREEWAY 5184 3 12 8 2250 70 15 Dresden Generating Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 432 260 261 1-80 FREEWAY 3645 3 28 2250 70 15 433 261 260 1-80 FREEWAY 3645 3 12 8 2250 70 15 434 261 262 1-80 FREEWAY 3787 3 12 8 2250 70 15 435 261 925 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 1540 1 12 8 1700 45 15 436 262 261 1-80 FREEWAY 3787 3 12 8 2250 70 15 437 262 263 1-80 FREEWAY 3031 4 12 8 2250 70 15 438 262 926 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 1439 2 12 8 1900 45 15 439 263 262 1-80 FREEWAY 3031 3 12 8 2250 70 15 440 263 1574 1-80 FREEWAY 1561 3 12 8 2250 70 15 441 264 261 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 2337 1 12 4 1700 45 15 442 264 265 1-355 FREEWAY 3183 3 12 8 2250 70 15 443 264 923 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 2615 2 12 8 1900 45 15 444 265 264 1-355 FREEWAY 3183 3 12 8 2250 70 15 445 265 266 1-355 FREEWAY 940 3 12 8 2250 70 15 446 266 265 1-355 FREEWAY 940 3 12 8 2250 70 15 447 266 267 1-355 FREEWAY 1470 3 12 8 2250 70 15 448 267 266 1-355 FREEWAY 1470 3 12 8 2250 70 15 449 267 1588 1-355 FREEWAY 3876 3 12 8 2250 70 15 450 268 1601 1-355 FREEWAY 2518 3 12 8 2250 70 3 451 269 206 MIDLAND AVE COLLECTOR 2624 1 12 4 1750 35 12 452 269 223 GLENWOOD AVE LOCAL ROADWAY 1661 1 12 4 1575 35 12 453 271 203 INGALLS AVE COLLECTOR 2489 1 12 4 1750 35 12 454 271 326 INGALLS AVE COLLECTOR 1424 1 12 4 1750 35 12 Dresden Generating Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 Up-. Don aeShudr lw Fo Sram Steam Lengt No of Wit Wit Rat Sped Gi 455 272 278 129TH INFANTRY DR COLLECTOR 1202 1 12 4 1575 35 11 456 272 781 BLACK RD COLLECTOR 1371 2 12 0 1900 40 11 457 273 204 BLACK RD COLLECTOR 3551 2 12 0 1750 40 11 458 274 1092 INGALLS AVE MINOR ARTERIAL 2136 2 12 4 1750 35 11 459 275 274 INGALLS AVE MINOR ARTERIAL 916 2 12 4 1900 35 11 460 275 276 129TH INFANTRY DR COLLECTOR 562 1 12 4 1575 35 11 461 276 277 129TH INFANTRY DR COLLECTOR 309 1 12 4 1575 35 11 462 277 780 CEADARWOOD AVE COLLECTOR 1996 1 12 4 1575 35 11 463 278 275 129TH INFANTRY DR COLLECTOR 1462 1 12 4 1750 35 11 464 279 272 129TH INFANTRY DR COLLECTOR 1054 1 12 4 1750 40 11 465 280 279 129TH INFANTRY DR COLLECTOR 299 1 12 4 1700 40 11 466 281 280 129TH INFANTRY DR COLLECTOR 1339 1 12 4 1700 40 11 467 281 284 GLENWOOD AVE MINOR ARTERIAL 2458 2 12 4 1750 35 11 468 281 939 GLENWOOD AVE MINOR ARTERIAL 2093 1 12 4 1575 35 11 469 282 281 129TH INFANTRY DR COLLECTOR 1497 1 12 4 1750 40 11 470 283 282 129TH INFANTRY DR COLLECTOR 478 1 12 4 1700 40 11 471 284 281 GLENWOOD AVE MINOR ARTERIAL 2458 1 12 4 1750 35 11 472 284 285 ESSINGTON RD MINOR ARTERIAL 2654 2 12 0 1750 45 11 473 284 286 ESSINGTON RD MINOR ARTERIAL 2658 2 12 0 1750 45 11 474 285 124 US-52 MINOR ARTERIAL 2563 2 12 4 1750 45 11 475 285 284 ESSINGTON RD MINOR ARTERIAL 2654 2 12 0 1750 45 11 476 286 272 BLACK RD COLLECTOR 2606 2 12 4 1750 40 11 477 286 287 ESSINGTON RD MINOR ARTERIAL 2673 2 12 0 1750 45 11 Dresden Generating Station K-68 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Num INGALLS AVE MINOR ARTERIAL I I 479 287 288 ESSINGTON RD MINOR ARTERIAL 2637 2 12 0 1750 45 11 480 288 289 ESSINGTON RD MINOR ARTERIAL 1517 2 12 0 1750 45 11 481 288 779 THEODORE ST COLLECTOR 5299 2 12 0 1750 40 11 482 289 290 ESSINGTON RD MINOR ARTERIAL 1158 2 12 0 1750 45 11 483 290 291 ESSINGTON RD MINOR ARTERIAL 1782 2 12 0 1750 45 11 484 291 292 ESSINGTON RD MINOR ARTERIAL 854 2 12 0 1750 45 11 485 292 293 ESSINGTON RD MINOR ARTERIAL 2691 2 12 0 1750 45 7 486 292 1094 CATON FARM RD MINOR ARTERIAL 4422 2 12 0 1900 45 11 487 293 294 ESSINGTON RD MINOR ARTERIAL 273 2 12 0 1750 45 7 488 293 330 HENNEPIN DR LOCAL ROADWAY 2056 1 12 4 1750 35 7 489 294 295 RING RD MINOR ARTERIAL 812 2 12 4 1900 40 7 490 294 300 RING RD MINOR ARTERIAL 1119 2 12 4 1900 40 7 491 295 296 RING RD MINOR ARTERIAL 743 2 12 4 1900 40 7 492 295 306 VOYAGERLN MINOR ARTERIAL 520 2 12 4 1900 40 7 493 296 297 RING RD MINOR ARTERIAL 1120 2 12 4 1900 40 7 494 296 304 TONTI DR LOCAL ROADWAY 365 1 12 4 1700 40 7 495 297 302 ACCESS RD LOCAL ROADWAY 196 1 12 4 1700 40 7 496 298 301 ENTRANCE 6 LOCAL ROADWAY 455 1 12 4 1700 40 7 497 298 1516 RING RD MINOR ARTERIAL 815 2 12 4 1900 40 7 498 299 298 RING RD MINOR ARTERIAL 912 2 12 4 1900 40 7 499 300 294 US-30 MINOR ARTERIAL 1117 1 12 4 1750 40 7 500 300 299 US-30 MINOR ARTERIAL 976 2 12 4 1900 40 7 Dresden Generating Station Evacuation Time Estimate K-69 KLD Engineering, P.C.Rev. 0 501 301 302 US-30 ~MINOR ARTERIAL 15 904 502 302 305 US-30 MINOR ARTERIAL 746 4 1900 7 503 304 305 US-30 MINOR ARTERIAL 727 2 12 4 1900 40 7 504 304 1515 US-30 MINOR ARTERIAL 459 2 12 4 1900 40 7 505 305 332 US-30 LOCAL ROADWAY 354 1 12 4 1750 40 7 506 306 331 US-30 LOCAL ROADWAY 533 1 12 4 1750 40 7 507 306 1515 US-30 MINOR ARTERIAL 247 2 12 4 1900 40 7 508 307 308 US-30 COLLECTOR 5226 1 12 0 1700 40 8 509 307 1095 US-30 MINOR ARTERIAL 409 2 12 4 1750 45 8 510 308 309 US-30 COLLECTOR 4127 1 12 0 1750 45 8 511 309 325 US-30 MINOR ARTERIAL 4779 2 12 4 1900 50 8 512 310 309 US-30 MINOR ARTERIAL 5373 2 12 4 1750 45 12 513 311 310 US-30 MINOR ARTERIAL 2620 2 12 4 1750 40 12 514 312 162 US-30 MAJOR ARTERIAL 350 3 12 4 1750 30 13 515 313 233 US-30 MINOR ARTERIAL 403 2 12 4 1900 20 13 516 314 233 US-30 LOCAL ROADWAY 1043 1 12 4 1350 30 13 517 314 256 US-30 LOCAL ROADWAY 410 1 12 4 1750 35 13 518 315 1073 US-30 MINOR ARTERIAL 2151 2 12 0 1900 40 12 519 316 271 US-30 LOCAL ROADWAY 808 1 12 4 1575 35 12 520 317 203 US-30 MINOR ARTERIAL 794 2 12 1 1750 40 12 521 317 316 US-30 LOCAL ROADWAY 2449 1 12 4 1575 35 12 522 318 327 US-30 COLLECTOR 1232 2 12 0 1750 40 12 523 318 1079 US-30 MINOR ARTERIAL 608 2 12 1 1750 40 12 K-70 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flow Strea St.*a Legt No of Widt Wit Rat Spe Gri 524 319 161 US-30 COLLECTOR 994 1 12 4 1750 35 13 525 319 225 DIVISON ST COLLECTOR 659 1 12 4 1700 40 13 526 319 320 US-30 COLLECTOR 544 1 12 4 900 20 13 527 320 321 US-30 COLLECTOR 362 1 12 4 1575 35 13 528 321 322 US-30 COLLECTOR 1003 1 12 4 1575 35 13 529 322 213 US-30 COLLECTOR 876 1 12 4 1575 35 13 530 323 322 DOUGLAS ST LOCAL ROADWAY 716 1 12 4 1575 35 13 531 324 213 MASON AVE LOCAL ROADWAY 1320 1 12 4 1575 35 13 532 325 1496 IL-53 MINOR ARTERIAL 5705 2 12 2 1750 50 8 533 326 327 US-30 MINOR ARTERIAL 3738 2 12 0 1750 40 12 534 326 1070 INGALLS AVE COLLECTOR 2680 1 12 4 1575 35 12 535 327 328 US-30 MINOR ARTERIAL 1680 2 12 0 1750 40 12 536 327 1085 THEODORE ST COLLECTOR 2291 1 12 0 1750 40 12 537 328 329 US-30 MINOR ARTERIAL 6065 2 12 0 1750 40 11 538 328 1077 WEBER RD MINOR ARTERIAL 1843 2 12 4 1900 40 12 539 329 307 CATON FARM RD COLLECTOR 5721 1 12 0 1750 40 7 540 329 330 US-30 MINOR ARTERIAL 4888 2 12 4 1750 40 7 541 329 1098 GAYLORD RD COLLECTOR 5246 1 12 4 1700 45 7 542 330 331 US-30 MINOR ARTERIAL 1286 2 12 4 1750 40 7 543 331 332 US-30 MINOR ARTERIAL 1332 2 12 4 1750 40 7 544 332 333 US-30 MINOR ARTERIAL 1522 2 12 4 1750 40 7 545 333 7 1-55 ON-RAMP FROM US-30 FREEWAY RAMP 1165 1 12 4 1700 45 7 546 333 334 US-30 MINOR ARTERIAL 1276 2 12 4 1750 40 7 Dresden Generating Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 Up Don Lane S hole Flo Flow 547 334 335 US-30 MINOR ARTERIAL 948 1 24 1750 407 548 335 336 US-30 COLLECTOR 2010 1 12 4 1750 40 7 549 336 337 US-30 COLLECTOR 3095 1 12 4 1750 40 7 550 337 338 US-30 COLLECTOR 5587 1 12 4 1750 40 6 551 337 758 CR-36 COLLECTOR 7091 1 12 4 1700 45 7 552 338 339 IL-59 MINOR ARTERIAL 1125 2 12 4 1750 35 6 553 339 340 IL-59 MINOR ARTERIAL 1503 2 12 4 1750 35 6 554 340 341 IL-59 MINOR ARTERIAL 633 2 12 4 1750 35 6 555 340 903 IL-126 COLLECTOR 12288 1 12 4 1750 50 2 556 341 342 IL-59 MINOR ARTERIAL 3166 2 12 4 1750 45 2 557 342 343 IL-59 MINOR ARTERIAL 1534 2 12 4 1425 45 2 558 342 1116 US-30 COLLECTOR 2550 1 12 4 1750 40 2 559 344 196 IL-7 MINOR ARTERIAL 664 2 12 1 1750 45 20 560 344 388 MOEN AVE COLLECTOR 2642 1 12 4 1700 45 20 561 344 1529 IL-7 MINOR ARTERIAL 2436 2 12 4 1900 45 20 562 345 346 IL-7 MINOR ARTERIAL 579 2 12 1 1900 40 20 563 345 931 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 369 1 16 4 1700 45 20 564 346 82 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 1052 1 14 6 1575 35 20 565 346 1573 IL-7 MINOR ARTERIAL 391 2 12 1 1900 40 20 566 347 348 IL-7 MINOR ARTERIAL 680 2 12 8 1750 35 12 567 347 1573 IL-7 MINOR ARTERIAL 1258 2 12 1 1900 40 20 568 348 125 IL-7 MINOR ARTERIAL 1953 2 12 8 1750 35 12 569 348 347 IL-7 MINOR ARTERIAL 679 2 12 8 1750 35 12 Dresden Generating Station K-72 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up- Down- Lane US-6 COLLETOR Flow 571 ea 349 ea 372gt US-6 COLETO 52dt6 1it 12t 4pe 170r5i1 572 349 1214 CR-5 COLLECTOR 4639 1 12 3 1750 50 18 573 350 349 US-6 COLLECTOR 1699 1 12 2 1750 45 18 574 350 1220 US-6 COLLECTOR 1727 1 12 2 1750 50 18 575 351 352 US-6 COLLECTOR 2277 1 12 2 1750 50 19 576 351 666 7TH AVE COLLECTOR 10552 1 11 0 1750 50 18 577 352 353 US-6 COLLECTOR 1900 1 12 4 1700 50 19 578 353 1222 US-6 COLLECTOR 2984 1 12 4 1700 45 19 579 354 355 US-6 MINOR ARTERIAL 3361 2 12 0 1750 45 19 580 355 356 US-6 MINOR ARTERIAL 2668 2 12 0 1750 50 19 581 355 674 US-30 COLLECTOR 337 1 12 2 1700 50 19 582 356 357 US-6 MINOR ARTERIAL 4456 2 12 0 1900 50 19 583 357 358 US-6 MINOR ARTERIAL 1652 2 12 0 1900 50 19 584 358 359 US-6 MINOR ARTERIAL 768 2 12 0 1750 50 19 585 359 360 US-6 COLLECTOR 779 1 12 10 1750 50 19 586 360 21 1-55 ON-RAMP FROM US-6 FREEWAY RAMP 463 1 14 6 1700 45 19 587 360 910 US-6 COLLECTOR 197 1 12 8 1700 45 19 588 361 362 US-6 COLLECTOR 1296 1 12 8 1750 55 19 589 362 363 US-6 COLLECTOR 3457 1 12 8 1750 55 19 590 363 364 US-6 COLLECTOR 3352 1 12 4 1750 45 19 591 363 1518 US-30 COLLECTOR 2693 1 12 4 1750 45 19 592 364 365 US-6 COLLECTOR 2312 1 12 4 1750 45 19 Dresden Generating Station Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 OSSaturat.on FreeS 593 365 366 US-6 MINOR ARTERIAL 2262 2 12 4 1750 45 19 594 366 367 US-6 MINOR ARTERIAL 3255 2 12 4 1750 45 20 595 367 368 US-6 MINOR ARTERIAL 5249 2 12 4 1900 50 20 596 367 1529 IL-7 MINOR ARTERIAL 333 2 12 4 1900 45 20 597 368 369 US-6 MINOR ARTERIAL 548 2 12 4 1750 50 20 598 369 370 US-6 MINOR ARTERIAL 523 2 12 4 1900 50 20 599 369 1076 BRANDON RD COLLECTOR 732 1 12 4 1350 30 20 600 370 1062 US-6 MINOR ARTERIAL 5105 2 12 4 1900 50 20 601 371 182 US-6 COLLECTOR 1511 1 12 4 1700 35 13 602 372 373 US-6 COLLECTOR 8366 1 12 4 1700 60 18 603 373 374 US-6 COLLECTOR 2464 1 12 4 1700 50 18 604 374 375 US-6 COLLECTOR 9887 1 12 3 1750 60 18 605 375 376 US-6 COLLECTOR 3089 1 12 8 1700 50 17 606 375 386 BRISBIN RD COLLECTOR 1224 1 10 0 1700 50 17 607 376 377 US-6 COLLECTOR 5213 1 12 3 1700 60 17 608 377 378 US-6 COLLECTOR 2389 1 12 4 1700 55 17 609 378 379 US-6 COLLECTOR 1260 1 12 4 1700 60 17 610 379 380 US-6 COLLECTOR 1163 1 12 4 1700 60 17 611 380 396 ASHLEY RD LOCAL ROADWAY 1911 1 12 0 1700 45 17 612 380 1282 US-6 COLLECTOR 3457 1 12 2 1700 60 23 613 381 382 US-6 COLLECTOR 723 1 12 2 1750 45 23 614 382 1276 US-6 COLLECTOR 784 1 12 2 1750 45 23 615 383 391 IL-47 COLLECTOR 1572 2 12 4 1750 50 23 K-74 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 616 383 618 IL-47 MINOR ARTERIAL 2754 2 21 1750 50 23 617 384 62 US-30 FREEWAY 4612 210 2250 18 618 384 385 US-30 FREEWAY 1251 2 12 10 2250 75 17 619 384 387 1-80 OFF-RAMP TO BRISBIN RD FREEWAY RAMP 550 1 14 4 1700 45 17 620 385 63 1-80 FREEWAY 18236 2 12 10 2250 75 17 621 385 384 1-80 FREEWAY 1251 2 12 10 2250 75 17 622 385 386 1-80 OFF-RAMP TO BRISBIN RD FREEWAY RAMP 491 1 14 4 1700 45 17 1-80 ON-RAMP FROM BRISBIN 623 386 384 RD FREEWAY RAMP 909 1 14 4 1700 45 17 RD FREEWAY RAMP 624 386 387 BRISBIN RD COLLECTOR 632 1 12 0 1700 50 17 1-80 ON-RAMP FROM BRISBIN 625 387 385 RD FREEWAY RAMP 782 1 14 4 1700 45 17 RD FREEWAY RAMP 626 387 650 BRISBIN RD COLLECTOR 4821 1 10 0 1700 50 17 627 388 194 MIDLAND AVE COLLECTOR 762 1 12 4 1575 35 20 628 388 344 MOEN AVE COLLECTOR 2642 1 12 4 1750 45 20 629 389 388 MIDLAND AVE COLLECTOR 815 1 12 4 1575 35 20 630 390 199 RAYNOR AVE LOCAL ROADWAY 2027 1 12 4 1750 35 13 631 390 1064 MCDONOUGH ST COLLECTOR 2300 1 12 4 1575 35 13 632 391 392 IL-47 COLLECTOR 1097 2 12 4 1750 50 23 633 392 395 IL-47 COLLECTOR 819 2 12 4 1750 50 23 634 392 965 1-80 ON-RAMP FROM IL-47 FREEWAY RAMP 665 1 14 4 1700 45 23 635 393 1171 IL-47 COLLECTOR 2131 1 12 2 1750 50 17 636 394 681 IL-47 COLLECTOR 10602 1 12 2 1700 60 17 637 395 392 IL-47 COLLECTOR 818 1 12 1 1750 50 23 K-75 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-75 KLD Engineering, P.C.Rev. 0 639 36 393 GRANVILLE RD JLOCAL ROADWAY 529010 507 640 396 397 ASHLEY RD LOCAL ROADWAY 5552 1 10 0 1700 50 17 641 397 680 ASHLEY RD LOCAL ROADWAY 10351 1 10 0 1700 50 17 642 398 399 CR-27 COLLECTOR 2402 1 12 4 1700 50 23 643 398 1300 GORE RD COLLECTOR 1319 1 12 1 1575 35 23 644 399 688 CR-27 COLLECTOR 8708 1 12 4 1700 50 17 645 400 616 IL-47 MINOR ARTERIAL 2215 2 12 1 1750 35 23 646 400 1242 E BENTON ST COLLECTOR 149 1 12 1 1350 30 23 647 400 1260 IL-47 MINOR ARTERIAL 333 2 12 1 1900 35 23 648 401 634 E NORTH ST COLLECTOR 607 1 12 1 1750 30 23 649 401 1251 IL-47 MINOR ARTERIAL 316 2 12 1 1900 35 23 650 401 1260 IL-47 MINOR ARTERIAL 349 2 12 1 1900 35 23 651 402 403 IL-47 MINOR ARTERIAL 346 2 12 1 1750 35 23 652 402 624 E WASHINGTON ST COLLECTOR 605 1 12 1 1750 30 23 653 402 638 IL-47 MINOR ARTERIAL 317 2 12 1 1900 35 23 654 403 402 IL-47 MINOR ARTERIAL 346 2 12 1 1750 35 23 655 403 1253 E ILLINOIS AVE COLLECTOR 593 1 12 1 1350 30 23 656 403 1307 IL-47 MINOR ARTERIAL 532 2 12 4 1900 45 23 657 404 405 IL-47 MINOR ARTERIAL 2646 2 12 2 1750 45 29 658 404 1307 IL-47 MINOR ARTERIAL 4422 2 12 4 1900 45. 29 659 405 404 IL-47 MINOR ARTERIAL 2646 2 12 2 1750 45 29 660 405 1310 IL-47 MINOR ARTERIAL 1836 2 12 4 1900 45 29 K-76 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stem SramLnt o of Wit Wit Rat Speed Gri 661 406 407 1IL-47 COLLECTOR 7970 1 22 1750 6029 662 406 433 CR-6 COLLECTOR 10663 1 11 1 1700 50 29 663 406 1310 IL-47 COLLECTOR 8723 1 12 2 1700 60 29 664 407 406 IL-47 COLLECTOR 7970 1 12 2 1700 60 29 665 407 408 IL-47 COLLECTOR 5315 1 12 2 1700 60 29 666 408 407 IL-47 COLLECTOR 5316 1 12 2 1750 60 29 667 408 409 IL-47 COLLECTOR 5295 1 12 2 1700 60 29 668 409 408 IL-47 COLLECTOR 5294 1 12 2 1700 60 29 669 409 410 IL-47 COLLECTOR 5266 1 12 2 1700 45 29 670 410 409 IL-47 COLLECTOR 5267 1 12 2 1700 45 29 671 410 1311 CR-9 COLLECTOR 2689 1 12 2 1700 35 29 672 410 1437 IL-47 COLLECTOR 10702 1 12 1 1700 60 29 673 411 889 IL-47 COLLECTOR 10726 1 12 1 1700 60 35 674 411 890 W GARDNER RD COLLECTOR 25662 1 12 0 1700 55 35 675 412 413 CR-19 COLLECTOR 13388 1 12 1 1700 60 24 676 412 423 CR-19 COLLECTOR 5319 1 12 1 1750 60 24 677 413 414 CR-19 COLLECTOR 1048 1 12 2 1700 50 24 678 414 415 CR-19 COLLECTOR 755 1 12 2 1700 50 24 679 415 501 CR-19 COLLECTOR 661 1 12 2 1700 60 24 680 416 417 CR-19 COLLECTOR 11548 1 12 2 1700 60 24 681 417 418 CR-19 COLLECTOR 2319 1 12 2 1700 55 29 682 418 419 CR-19 COLLECTOR 1102 1 12 3 1700 50 29 683 419 420 CR-19 COLLECTOR 1645 1 12 3 1700 50 29 Dresden Generating Station Evacuation Time Estimate K-77 KLD Engineering, P.C.Rev. 0 685 421 422 CR-19 COLLECTOR 1347 1 23 1700 50 29 686 422 404 CR-19 COLLECTOR 6244 1 12 2 1750 60 29 687 423 424 LORENZO RD COLLECTOR 5300 1 12 1 1700 60 25 688 424 1314 LORENZO RD COLLECTOR 3130 1 12 1 1700 60 25 689 425 426 LORENZO RD COLLECTOR 2024 1 12 10 1700 50 25 1-55 ON-RAMP FROM 690 426 32 L-REN-RD FREA 979 1 14 6 1700 45 25 LORENZO RD FREEWAY RAMP 691 426 1571 LORENZO RD COLLECTOR 832 1 12 10 1700 50 25 692 428 46 1-55 ON-RAMP FROM IL-129 FREEWAY RAMP 789 1 14 8 1700 50 25 693 429 428 1-55 ON-RAMP FROM IL-129 FREEWAY RAMP 1264 1 12 4 1700 50 31 694 429 1443 IL-129 COLLECTOR 1843 1 12 1 1750 60 31 695 430 431 CR-9 COLLECTOR 15133 1 12 2 1700 60 29 696 431 432 CR-9 COLLECTOR 13099 1 12 2 1700 60 28 697 432 1539 CR-9 COLLECTOR 3853 1 12 2 1700 60 28 698 433 434 CR-6 COLLECTOR 20658 1 11 1 1700 50 28 699 434 435 CR-6000 W LOCAL ROADWAY 5300 1 11 0 1700 50 28 700 435 1464 CR-6000 W LOCAL ROADWAY 4469 1 11 0 1700 50 28 701 437 438 IL-113 COLLECTOR 5292 1 13 0 1750 40 30 702 437 442 IL-113 COLLECTOR 3737 1 12 2 1750 50 31 703 438 437 IL-113 COLLECTOR 5291 1 13 0 1750 40 30 704 438 1411 IL-113 COLLECTOR 4477 1 13 0 1750 35 30 705 439 1414 IL-113 COLLECTOR 2435 1 13 0 1700 35 30 Dresden Generating Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 Sauato Fe Up Down Lan Shule Flo Flow Stea atea Legt No of Wdh Wdh Rt Speed Gri Lik od Nd Roawa Nam Radwa Typ (f. Lae (f. (f. (pp ) (p) Nme 706 440 494 S CARBON HILL RD COLLECTOR 10564 I 11 0 1750 50 30 707 440 502 IL-113 COLLECTOR 5321 1 12 1 1750 60 30 708 441 407 IL-113 COLLECTOR 16721 1 12 1 1750 60 29 709 442 36 1-55 ON-RAMP FROM IL-113 FREEWAY RAMP 650 1 14 6 1700 45 31 710 442 437 IL-113 COLLECTOR 3738 1 12 2 1750 50 31 711 442 443 IL-113 COLLECTOR 1151 1 12 2 1700 50 31 712 443 35 1-55 ON-RAMP FROM CR-13 FREEWAY RAMP 661 1 12 4 1700 50 31 713 443 442 IL-113 COLLECTOR 1151 1 12 2 1750 50 31 714 443 444 CR-13 COLLECTOR 448 1 12 2 1700 50 31 715 444 443 CR-13 COLLECTOR 448 1 12 2 1700 50 31 716 444 445 JOHNSON RD LOCAL ROADWAY 5199 1 10 0 1700 50 31 717 444 506 IL-113 COLLECTOR 8982 1 12 1 1700 45 31 718 445 446 E COAL CITY RD LOCAL ROADWAY 5389 1 10 0 1750 50 31 719 446 447 COAL CITY RD LOCAL ROADWAY 2751 1 10 0 1700 50 31 720 446 488 US-66 COLLECTOR 1398 1 11 0 1700 60 31 721 446 1443 IL-129 COLLECTOR 5306 1 12 1 1750 60 31 722 447 479 IL-53 COLLECTOR 3630 1 12 0 1700 60 31 723 447 1409 IL-53 COLLECTOR 6059 1 12 1 1700 60 31 724 447 1452 COAL CITY RD LOCAL ROADWAY 2255 1 10 0 1350 30 31 725 448 475 IL-53 COLLECTOR 3370 1 12 1 1700 50 31 726 448 480 IL-53 COLLECTOR 3508 1 12 1 1700 60 31 727 449 450 IL-53 COLLECTOR 3676 1 12 1 1700 60 30 728 450 451 IL-53 COLLECTOR 2097 1 12 1 1700 60 30 Dresden Generating Station Evacuation Time Estimate K-79 KLD Engineering, P.C.Rev. 0 730 452 453 IL-53 COLLECTOR 6786 1 21 1700 60 30 731 453 454 11_-53 COLLECTOR 2400 1 12 1 1700 60 36 732 454 455 IL-53 COLLECTOR 5676 1 12 1 1700 60 36 733 455 456 IL-53 COLLECTOR 2505 1 12 1 1750 45 36 734 456 457 IL-53 COLLECTOR 1230 1 12 1 1700 45 36 735 456 463 CR-29 COLLECTOR 4574 1 12 0 1750 35 36 736 457 458 IL-53 COLLECTOR 377 1 12 4 1700 50 36 737 457 1425 S STORM RD LOCAL ROADWAY 4063 1 12 0 1700 55 36 738 458 459 IL-53 COLLECTOR 2304 1 12 1 1700 45 36 739 459 460 IL-53 COLLECTOR 1772 1 12 5 1700 45 36 740 459 464 CR-20 COLLECTOR 3896 1 11 0 1700 55 36 741 460 461 IL-53 COLLECTOR 365 1 12 8 1700 45 36 742 461 462 IL-53 COLLECTOR 398 1 12 8 1700 50 36 743 461 1005 US-66 COLLECTOR 305 1 12 8 1700 50 36 744 462 463 IL-53 COLLECTOR 742 1 12 2 1750 50 36 745 463 491 CR-29 COLLECTOR 739 1 12 8 1700 50 36 746 464 888 CR-20 COLLECTOR 20763 1 11 0 1700 60 36 747 465 466 CR-15 COLLECTOR 4937 1 12 0 1700 55 36 748 465 467 CR-6 COLLECTOR 10597 1 11 0 1700 55 37 749 465 1429 CR-31 COLLECTOR 10518 1 10 0 1700 50 37 750 466 1427 CR-15 COLLECTOR 3912 1 12 0 1575 35 36 751 467 468 CR-6 COLLECTOR 3103 1 11 0 1700 55 37 K-80 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 752 468 469 CR-6 COLLECTOR 1714 1 10 1700 40 37 753 469 470 CR-6 COLLECTOR 1050 1 12 0 1350 30 37 754 470 1020 CR-6 COLLECTOR 9312 1 11 0 1700 60 37 755 470 1430 CR-41 COLLECTOR 905 1 11 0 1700 40 37 756 471 510 CR-28 COLLECTOR 5405 1 10 0 1700 60 31 757 471 1455 CR-28 COLLECTOR 9066 1 10 0 1700 60 31 758 472 1457 CR-41 COLLECTOR 4227 1 10 0 1700 60 37 759 473 470 CR-41 COLLECTOR 1184 1 11 0 1700 40 37 760 475 448 IL-53 COLLECTOR 3371 1 12 1 1700 50 31 761 475 477 IL-53 COLLECTOR 2507 1 12 1 1750 40 31 762 476 477 IL-113 COLLECTOR 349 1 12 0 1750 30 31 763 476 486 US-66 COLLECTOR 2534 1 12 0 1700 40 31 764 476 506 IL-113 COLLECTOR 4079 1 12 0 1575 35 31 765 476 1442 US-66 COLLECTOR 2159 1 11 0 1700 50 31 766 477 475 US-30 COLLECTOR 2506 1 12 1 1700 40 31 767 477 476 US-30 COLLECTOR 349 1 12 0 1750 30 31 768 477 478 US-30 COLLECTOR 1527 1 12 1 1700 40 31 769 477 507 US-30 COLLECTOR 764 1 12 0 1575 35 31 770 478 477 US-30 COLLECTOR 1527 1 12 1 1750 40 31 771 478 479 US-30 COLLECTOR 7904 1 12 0 1700 60 31 772 479 447 US-30 COLLECTOR 3630 1 12 0 1700 60 31 773 479 478 US-30 COLLECTOR 7904 1 12 0 1700 60 31 774 480 448 US-30 COLLECTOR 3509 1 12 1 1700 60 31 Dresden Generating Station Evacuation Time Estimate K-81 KLD Engineering, P.C.Rev. 0 775 480 449 US-30 COLLECTOR 3996 1 21 1700 5531 776 481 452 US-30 COLLECTOR 260 1 11 2 1125 25 30 777 482 483 US-66 COLLECTOR 3822 1 11 0 1700 55 31 778 482 485 US-66 COLLECTOR 3710 1 11 0 1700 50 31 779 483 484 US-66 COLLECTOR 3908 1 11 0 1700 55 30 780 484 481 US-66 COLLECTOR 3616 1 11 0 1700 55 30 781 485 482 US-66 COLLECTOR 3709 1 11 0 1700 50 31 782 485 486 US-66 COLLECTOR 3151 1 11 0 1700 50 31 783 486 476 US-66 COLLECTOR 2533 1 12 0 1750 40 31 784 486 485 US-66 COLLECTOR 3150 1 11 0 1700 50 31 785 486 500 US-30 COLLECTOR 677 1 12 0 1700 40 31 786 487 488 US-66 COLLECTOR 2154 1 11 0 1700 60 31 787 487 1440 US-66 COLLECTOR 1998 1 11 0 1750 60 31 788 488 446 US-66 COLLECTOR 1399 1 11 0 1750 60 31 789 488 487 US-66 COLLECTOR 2157 1 11 0 1700 60 31 790 489 455 US-30 COLLECTOR 1211 1 11 0 1575 35 36 791 489 490 US-66 COLLECTOR 2928 1 12 1 1700 55 36 792 490 463 US-66 COLLECTOR 3342 1 12 1 1750 55 36 793 491 492 US-30 COLLECTOR 788 1 12 8 1700 50 36 794 492 42 1-55 ON-RAMP FROM CR-29 FREEWAY RAMP 977 1 14 6 1700 50 36 795 492 493 US-30 COLLECTOR 9240 1 12 1 1700 60 36 796 493 1431 US-30 COLLECTOR 876 1 12 1 1700 45 36 797 494 440 US-30 COLLECTOR 10563 1 11 0 1750 50 30 Dresden Generating Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 S. U. ~ g. .. ..Satrto Free 7U8 -49 own0u- o COanCTO Shoulde Flo 0F100o5w 3 799 494 1436 US-30 COLLECTOR 5194 1 10 1 1700 50 30 800 495 1432 US-30 COLLECTOR 8614 1 10 1 1700 50 29 801 496 497 US-30 COLLECTOR 7928 1 11 0 1700 50 30 802 497 489 US-30 COLLECTOR 4084 1 11 0 1750 50 36 803 498 38 1-55 ON-RAMP FROM REED RD FREEWAY RAMP 894 1 14 6 1700 50 31 804 498 494 US-30 COLLECTOR 15390 1 12 4 1750 50 30 805 498 499 US-30 COLLECTOR 838 1 12 6 1700 45 31 806 499 37 1-55 ON-RAMP FROM REED RD FREEWAY RAMP 934 1 14 6 1700 50 31 807 499 498 US-30 COLLECTOR 838 1 12 6 1700 45 31 808 499 505 US-30 COLLECTOR 5062 1 12 0 1700 40 31 809 500 486 US-30 COLLECTOR 618 1 12 0 1700 40 31 810 500 505 US-30 COLLECTOR 1583 1 12 0 1700 40 31 811 501 416 US-30 COLLECTOR 1828 1 12 2 1700 60 24 812 501 503 US-30 LOCAL ROADWAY 13736 1 12 2 1700 60 24 813 502 441 US-30 COLLECTOR 9799 1 12 1 1700 60 30 814 502 503 US-30 LOCAL ROADWAY 7778 1 10 1 1700 55 30 815 503 501 US-30 LOCAL ROADWAY 13736 1 12 2 1700 60 24 816 503 502 US-30 LOCAL ROADWAY 7779 1 10 1 1750 55 30 817 504 440 US-30 LOCAL ROADWAY 2461 1 12 0 1750 55 30 818 505 499 US-30 COLLECTOR 5061 1 12 0 1700 40 31 819 505 500 US-30 COLLECTOR 1583 1 12 0 1700 40 31 820 505 506 US-30 LOCAL ROADWAY 1594 1 10 0 1350 30 31 Dresden Generating Station Evacuation Time Estimate K-83 KLD Engineering, P.C.K-83 KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flow.Strea Stea Lengt No o.f Wit Widt Rat Spe G ri 821 506 444 US-30 COLLECTOR 8982 1 12 1 1700 45 31 822 506 476 US-30 COLLECTOR 4079 1 12 0 1750 35 31 823 506 505 US-30 LOCAL ROADWAY 1593 1 10 0 1350 30 31 824 507 477 US-30 COLLECTOR 765 1 12 0 1750 35 31 825 507 508 US-30 COLLECTOR 958 1 12 1 1575 35 31 826 508 1453 US-30 COLLECTOR 849 1 12 1 1700 45 31 827 509 511 US-30 COLLECTOR 3178 1 12 1 1700 50 31 828 509 598 US-30 COLLECTOR 4663 1 12 1 1700 50 31 829 510 471 US-30 COLLECTOR 5405 1 10 0 1700 60 31 830 510 509 US-30 COLLECTOR 10559 1 12 1 1750 60 31 831 511 512 US-30 COLLECTOR 1701 1 12 1 1700 60 31 832 512 513 US-30 COLLECTOR 3445 1 12 1 1700 60 31 833 513 514 US-30 COLLECTOR 2113 1 12 1 1700 60 32 834 514 515 US-30 COLLECTOR 2639 1 12 1 1700 60 32 835 515 1462 US-30 COLLECTOR 2337 1 12 1 1700 60 32 836 516 517 US-30 COLLECTOR 7211 1 12 1 1700 60 32 837 517 972 US-30 COLLECTOR 4965 1 12 1 1700 60 32 838 518 1402 US-30 COLLECTOR 2854 1 12 1 1700 55 32 839 519 518 US-30 COLLECTOR 8492 1 12 1 1700 60 32 840 520 1401 US-30 COLLECTOR 1796 1 12 1 1700 55 32 841 521 985 US-30 COLLECTOR 1586 1 12 1 1700 55 32 842 522 521 US-30 COLLECTOR 1899 1 12 1 1700 55 32 843 523 522 US-30 COLLECTOR 3268 1 12 1 1700 55 32 Dresden Generating Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flo Flow Stea Stea Legt No ofWdh Wdh Rae Sed Gi 844 523 524 US-30 COLLECTOR 1104 1 12 1 1700 55 32 845 524 523 US-30 COLLECTOR 1104 1 12 1 1700 55 32 846 524 525 US-30 COLLECTOR 2635 1 12 1 1700 55 32 847 525 524 US-30 COLLECTOR 2635 1 12 1 1700 55 32 848 525 526 US-30 COLLECTOR 2097 1 12 1 1700 55 32 849 526 525 US-30 COLLECTOR 2115 1 12 1 1700 55 32 850 526 527 US-30 COLLECTOR 3966 1 12 1 1700 55 32 851 527 526 US-30 COLLECTOR 3966 1 12 1 1700 55 32 852 527 528 US-30 COLLECTOR 3841 1 12 1 1700 50 31 853 528 527 US-30 COLLECTOR 3843 1 12 1 1700 50 31 854 528 529 US-30 COLLECTOR 2459 1 12 1 1750 35 31 855 529 528 US-30 COLLECTOR 2460 1 12 1 1575 35 31 856 529 530 US-30 COLLECTOR 3895 1 14 0 1750 35 31 857 530 529 US-30 COLLECTOR 3896 1 14 0 1750 35 31 858 530 531 US-30 COLLECTOR 720 1 14 0 1700 35 31 859 531 530 US-30 COLLECTOR 720 1 14 0 1750 35 31 860 531 1395 US-30 COLLECTOR 1902 1 14 0 1575 35 31 861 531 1396 US-30 COLLECTOR 353 1 12 0 1350 30 31 862 532 530 US-30 COLLECTOR 2213 1 12 0 1750 40 31 863 532 533 US-30 COLLECTOR 1293 1 12 0 1575 35 31 864 533 532 US-30 COLLECTOR 1293 1 12 0 1750 35 31 865 533 1408 US-30 COLLECTOR 2379 1 12 2 1700 50 31 866 533 1445 US-30 COLLECTOR 439 1 12 1 1700 40 31 Dresden Generating Station Evacuation Time Estimate K-85 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo Flow Strea Stea Lengt No Sof Widt Wit Rat Spe Gri 867 534 58 1-80 ON-RAMP FROM CR-11 FREEWAY RAMP 673 1 14 4 1700 45 18 868 534 718 US-30 MINOR ARTERIAL 717 2 12 1 1750 50 18 869 535 536 US-30 LOCAL ROADWAY 2494 1 10 0 1575 35 24 870 535 1237 US-30 COLLECTOR 3301 1 10 0 1750 45 24 871 536 537 US-30 LOCAL ROADWAY 1322 1 10 0 1575 35 24 872 537 538 US-30 LOCAL ROADWAY 2220 1 10 0 1575 35 24 873 538 539 US-30 LOCAL ROADWAY 1660 1 11 0 1700 40 24 874 539 540 US-30 LOCAL ROADWAY 2859 1 11 0 1700 45 24 875 540 1238 US-30 LOCAL ROADWAY 1493 1 11 0 1700 45 24 876 541 1240 US-30 LOCAL ROADWAY 2482 1 11 0 1700 40 24 877 542 543 US-30 COLLECTOR 3387 1 11 0 1700 45 24 878 543 544 US-30 COLLECTOR 3570 1 11 0 1700 45 24 879 544 545 US-30 COLLECTOR 2796 1 11 0 1700 45 24 880 545 546 US-30 COLLECTOR 3416 1 11 0 1700 45 24 881 546 547 US-30 COLLECTOR 4988 1 11 0 1700 45 24 882 547 548 US-30 COLLECTOR 404 1 11 0 1700 25 24 883 548 549 US-30 COLLECTOR 2348 1 11 0 1700 45 24 884 549 550 US-30 COLLECTOR 405 1 11 0 1350 30 24 885 550 551 US-30 COLLECTOR 1778 1 11 0 1575 35 24 886 551 552 US-30 COLLECTOR 662 1 14 0 1575 35 24 887 552 553 US-30 COLLECTOR 4497 1 14 0 1575 35 23 888 552 644 US-30 COLLECTOR 1429 1 12 0 1700 50 24 889 552 645 US-30 COLLECTOR 2072 1 12 4 1700 40 24 K-86 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stea Stea Legt No of* Wit itae Sed Gi 890 553 554 US-30 COLLECTOR 613 1 12 0 1575 35 23 891 553 1242 US-30 COLLECTOR 719 1 14 0 1575 35 23 892 554 400 US-30 COLLECTOR 160 1 12 1 1750 35 23 893 555 380 US-30 LOCAL ROADWAY 3335 1 12 0 1700 50 24 894 555 644 US-30 LOCAL ROADWAY 6755 1 12 0 1700 45 24 895 556 555 US-30 COLLECTOR 11240 1 12 4 1700 50 24 896 557 558 US-30 MINOR ARTERIAL 6225 2 12 4 1900 60 26 897 557 584 US-30 LOCAL ROADWAY 10634 1 10 1 1750 60 26 898 557 599 US-30 MINOR ARTERIAL 2051 2 12 4 1750 55 26 899 558 557 US-30 MINOR ARTERIAL 6225 2 12 4 1750 60 26 900 558 559 US-30 MINOR ARTERIAL 5767 2 12 4 1900 60 25 901 559 558 US-30 MINOR ARTERIAL 5759 2 12 4 1900 60 25 902 559 560 US-30 MINOR ARTERIAL 10490 2 12 4 1900 60 25 903 560 559 US-30 MINOR ARTERIAL 10491 2 12 4 1900 60 25 904 560 1392 US-30 MINOR ARTERIAL 952 2 12 4 1900 55 25 905 561 562 US-30 COLLECTOR 2600 1 12 3 1750 50 25 906 561 1392 US-30 COLLECTOR 1710 1 12 4 1700 55 25 907 562 561 US-30 COLLECTOR 2600 1 12 3 1750 50 25 908 562 563 US-30 COLLECTOR 2449 1 12 3 1700 50 25 909 562 592 US-30 COLLECTOR 15457 1 12 1 1700 55 26 910 563 562 US-30 COLLECTOR 2449 1 12 3 1750 50 25 911 563 1394 US-30 COLLECTOR 885 1 12 3 1575 35 25 912 564 561 US-30 COLLECTOR 2490 1 12 10 1750 50 25 Dresden Generating Station Evacuation Time Estimate K-87 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo Flo Stem SramLnt o S f Wit Wit Rat Speed Gri Link #* Nod Node Roda Nam Roda Typ (f. Lae (f.Sf. p ) (p) Nme 913 565 564 US-30 COLLECTOR 1771 1 12 10 1700 50 25 914 565 566 US-30 COLLECTOR 1476 1 12 0 1575 35 25 915 565 591 US-30 COLLECTOR 1177 1 12 10 1700 50 25 916 566 565 US-30 COLLECTOR 1475 1 12 0 1575 35 25 917 566 1399 US-30 COLLECTOR 2042 1 12 0 1575 35 25 918 567 1397 US-30 COLLECTOR 956 1 12 0 1350 35 31 919 567 1399 US-30 COLLECTOR 2662 1 12 0 1575 35 25 920 568 569 US-30 MINOR ARTERIAL 6257 2 12 4 1900 60 26 921 569 570 US-30 MINOR ARTERIAL 5297 2 12 4 1750 60 20 922 570 571 US-30 MINOR ARTERIAL 7913 2 12 4 1900 60 20 923 570 868 US-30 COLLECTOR 10622 1 12 0 1700 55 20 924 571 879 US-30 MINOR ARTERIAL 5347 2 12 4 1900 60 20 925 573 1344 US-30 MINOR ARTERIAL 845 2 12 6 1750 50 19 926 573 1360 US-30 MINOR ARTERIAL 2303 2 12 6 1900 50 19 927 574 575 US-30 MINOR ARTERIAL 1170 2 12 8 1900 50 19 928 574 1384 US-30 MINOR ARTERIAL 7520 2 12 8 1900 50 19 929 575 576 US-30 COLLECTOR 8063 1 11 1 1700 50 20 930 576 577 US-30 COLLECTOR 1926 1 11 1 1750 50 20 931 577 806 US-30 LOCAL ROADWAY 7860 1 10 0 1700 50 20 932 577 1363 US-30 COLLECTOR 3671 1 12 0 1700 50 20 933 578 574 US-30 MINOR ARTERIAL 5307 2 12 8 1750 55 19 934 579 1388 US-30 COLLECTOR 2280 1 12 1 1700 50 25 935 579 1389 US-30 COLLECTOR 3978 1 12 8 1700 50 25 Dresden Generating Station Evacuation Time Estimate K-88 KLD Engineering, P.C.Rev. 0 936 580 578 US-30 LOCAL ROADWAY 6012 1 21 1700 50 25 937 580 581 US-30 LOCAL ROADWAY 1309 11 1700 50 26 938 580 582 US-30 LOCAL ROADWAY 1416 1 12 1 1700 45 26 939 582 583 US-30 LOCAL ROADWAY 1074 1 12 0 1575 35 26 940 583 1385 US-30 LOCAL ROADWAY 1172 1 12 0 1575 35 26 941 584 585 US-30 LOCAL ROADWAY 10601 1 10 1 1700 60 26 942 585 873 US-30 LOCAL ROADWAY 10571 1 10 1 1700 55 26 943 585 1376 US-30 LOCAL ROADWAY 7887 1 9 0 1700 50 26 944 586 587 US-30 COLLECTOR 1029 1 12 8 1700 50 25 945 586 915 US-30 COLLECTOR 764 1 12 6 1700 50 25 946 586 917 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 426 1 14 6 1700 45 25 947 587 586 US-30 COLLECTOR 1034 1 12 8 1700 50 25 948 587 588 US-30 COLLECTOR 3786 1 12 10 1700 55 25 949 587 986 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 1096 1 14 6 1700 45 25 950 588 587 US-30 COLLECTOR 3786 1 12 10 1700 55 25 951 588 589 US-30 COLLECTOR 3990 1 12 10 1700 55 25 952 589 588 US-30 COLLECTOR 3975 1 12 10 1700 55 25 953 589 590 US-30 COLLECTOR 3145 1 12 10 1700 55 25 954 590 589 US-30 COLLECTOR 3145 1 12 10 1700 55 25 955 590 591 US-30 COLLECTOR 3760 1 12 10 1700 50 25 956 591 565 US-30 COLLECTOR 1175 1 12 10 1700 50 25 957 591 590 US-30 COLLECTOR 3760 1 12 10 1700 50 25 958 592 593 US-30 COLLECTOR 518 1 12 1 1750 55 26 K-89 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-89 KLD Engineering, P.C.Rev. 0 959 593 594 US-30 COLLECTOR 21186 1 21 1700 55 26 960 594 595 US-30 COLLECTOR 10686 21 700 55 27 961 595 886 US-30 COLLECTOR 7533 1 12 1 1700 55 27 962 596 597 US-30 COLLECTOR 3381 1 12 2 1700 60 31 963 596 1408 US-30 COLLECTOR 2942 1 12 2 1700 60 31 964 597 596 US-30 COLLECTOR 3180 1 12 2 1700 60 31 965 597 598 US-30 COLLECTOR 3210 1 12 2 1700 60 31 966 598 509 US-30 COLLECTOR 4663 1 12 1 1750 50 31 967 598 597 US-30 COLLECTOR 3211 1 12 2 1700 60 31 968 599 1387 US-30 MINOR ARTERIAL 2231 2 12 4 1900 55 26 969 600 599 US-30 COLLECTOR 1827 1 12 1 1750 50 26 970 603 604 US-30 COLLECTOR 363 1 12 1 1700 50 25 971 604 1335 US-30 COLLECTOR 6058 1 12 2 1700 60 25 1-55 NB ON-RAMP FROM 972 605 1347 ARSENA RD FREA 887 1 15 6 1700 45 25 ARSENAL RD FREEWAY RAMP 973 605 1358 US-30 MINOR ARTERIAL 1507 2 12 0 1900 60 25 974 606 1344 US-30 MINOR ARTERIAL 1472 2 12 2 1750 55 19 975 606 1359 US-30 COLLECTOR 800 1 12 2 1700 55 25 976 607 608 US-30 COLLECTOR 3305 1 12 4 1700 50 25 977 607 1346 US-30 COLLECTOR 944 1 12 4 1700 50 19 978 608 607 US-30 COLLECTOR 3305 1 12 4 1700 50 25 979 608 1342 US-30 COLLECTOR 932 1 12 4 1700 50 25 980 609 610 US-30 COLLECTOR 395 1 12 1 1700 50 25 K-90 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-90 KLD Engineering, P.C.Rev. 0 Sauato Fre 198 p61 603n Lane CSLLECTeR 741w 1F2o100 50 2 982 611 610 US-30 LOCAL ROADWAY 1748 1 11 0 1700 50 25 983 612 611 US-30 LOCAL ROADWAY 2118 1 11 0 1700 50 25 984 612 916 US-30 COLLECTOR 1903 1 12 0 1700 50 25 985 613 612 US-30 LOCAL ROADWAY 10862 1 11 0 1700 50 25 986 614 613 US-30 LOCAL ROADWAY 698 1 11 0 1700 50 24 987 614 1448 US-30 LOCAL ROADWAY 3053 1 11 0 1700 45 24 988 615 603 US-30 COLLECTOR 1590 1 12 0 1700 50 25 989 616 400 US-30 MINOR ARTERIAL 2216 2 12 1 1750 35 23 990 616 617 US-30 MINOR ARTERIAL 1679 2 12 0 1750 35 23 991 616 1261 US-30 COLLECTOR 587 1 12 1 1350 30 23 992 617 616 US-30 MINOR ARTERIAL 1679 2 12 0 1750 35 23 993 617 618 US-30 MINOR ARTERIAL 686 2 12 0 1750 45 23 994 617 1271 US-6 COLLECTOR 406 1 12 1 1750 35 23 995 618 383 US-30 MINOR ARTERIAL 2754 2 12 1 1750 50 23 996 618 617 US-30 MINOR ARTERIAL 686 2 12 0 1750 45 23 997 619 620 US-6 COLLECTOR 203 1 12 1 1750 35 23 998 619 1271 US-6 COLLECTOR 1409 1 12 1 1575 35 23 999 620 621 US-6 COLLECTOR 766 1 12 1 1750 35 23 1000 620 1274 US-30 COLLECTOR 1240 1 12 4 1575 35 23 1001 621 620 US-6 COLLECTOR 766 1 12 1 1750 35 23 1002 621 622 US-6 COLLECTOR 3161 1 12 2 1750 45 23 1003 622 623 US-6 COLLECTOR 1337 1 12 4 1750 50 23 K-9 1 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-9 1 KLD Engineering, P.C.Rev. 0 U -D w- Lan Shule Slo Flo 1004 623 648 US-6 COLLECTOR 8589 1 12 6 1750 55 22 1005 624 625 US-30 COLLECTOR 320 1 12 1 1750 30 23 1006 624 1255 US-30 COLLECTOR 659 1 12 1 1350 30 23 1007 625 626 US-30 COLLECTOR 338 1 12 1 1750 30 23 1008 625 1256 US-30 COLLECTOR 653 1 12 1 1350 30 23 1009 626 627 US-30 LOCAL ROADWAY 651 1 12 1 1350 30 23 1010 627 628 US-30 COLLECTOR 3551 1 12 5 1575 35 23 1011 627 637 US-30 COLLECTOR 338 1 12 1 1350 30 23 1012 628 1265 US-30 COLLECTOR 1306 1 12 4 1575 35 23 1013 629 630 US-30 COLLECTOR 6891 1 12 4 1700 45 22 1014 630 1266 US-30 COLLECTOR 1389 1 12 4 1750 45 29 1015 631 632 US-30 COLLECTOR 2440 1 12 1 1700 45 22 1016 632 896 US-30 COLLECTOR 3814 1 12 1 1700 45 22 1017 633 626 US-30 COLLECTOR 329 1 12 1 1750 30 23 1018 633 637 US-30 LOCAL ROADWAY 649 1 12 1 1350 30 23 1019 634 633 US-30 COLLECTOR 316 1 12 1 1750 30 23 1020 634 1258 US-30 COLLECTOR 634 1 12 1 1350 30 23 1021 635 634 US-30 COLLECTOR 338 1 12 1 1750 30 23 1022 635 639 US-30 COLLECTOR 635 1 12 1 1350 30 23 1023 636 635 US-30 COLLECTOR 337 1 12 1 1750 30 23 1024 636 1262 US-30 COLLECTOR 643 1 12 1 1350 30 23 1025 637 1258 US-30 COLLECTOR 317 1 12 1 1350 30 23 1026 638 402 US-30 MINOR ARTERIAL 317 2 12 1 1750 35 23 K-92 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-92 KLD Engineering, P.C.Rev. 0 Up Don Lane 8- Shoude Flw Fo Stem Sra Lengt No of Widt Wit Rat Spe Grid 1027 638 625 US-30 COLLECTOR 606 1 12 1 1750 30 23 1028 638 1259 US-30 MINOR ARTERIAL 335 2 12 1 1900 35 23 1029 639 1262 US-30 COLLECTOR 344 1 12 1 1350 30 23 1030 640 641 US-30 COLLECTOR 373 1 12 3 1575 35 23 1031 641 642 US-30 COLLECTOR 888 1 12 3 1575 35 23 1032 642 643 US-30 COLLECTOR 725 1 12 3 1575 35 23 1033 643 619 US-30 COLLECTOR 1101 1 12 3 1750 35 23 1034 644 552 US-30 COLLECTOR 1429 1 12 0 1700 50 24 1035 644 555 US-30 LOCAL ROADWAY 6755 1 12 0 1700 45 24 1036 645 646 US-30 COLLECTOR 1453 1 12 1 1700 40 23 1037 645 1249 US-30 COLLECTOR 876 1 12 1 1350 30 23 1038 646 1257 US-30 COLLECTOR 451 1 12 1 1350 30 23 1039 647 398 US-30 COLLECTOR 2802 1 12 4 1750 45 23 1040 648 891 US-6 COLLECTOR 10603 1 12 4 1700 50 22 1041 648 1281 US-30 COLLECTOR 5286 1 12 2 1700 50 22 1042 649 375 US-30 COLLECTOR 4633 1 10 0 1750 50 17 1043 650 679 US-30 COLLECTOR 3886 1 10 0 1750 50 17 1044 651 652 US-30 COLLECTOR 2017 1 11 0 1700 40 24 1045 652 656 US-30 COLLECTOR 771 1 11 0 1700 40 24 1046 653 654 US-30 COLLECTOR 1265 1 11 0 1700 45 24 1047 654 655 US-30 COLLECTOR 1252 1 11 0 1700 45 24 1048 655 373 US-30 COLLECTOR 3201 1 11 0 1700 45 24 1049 656 653 US-30 COLLECTOR 550 1 11 0 1700 40 24 K-93 KID Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-93 KLD Engineering, P.C.Rev. 0 Up Dow- Lane Shudr Flw Fo Stea Strea Lengt No of Wdh Wdh Rae Sed Gi Link # Nod Nod Roda NaeRawyTp

f. ae f. f. pp ) (p) Nme 1050 657 658 TABLER RD COLLECTOR 1133 1 11 0 1700 40 18 1051 658 659 TABLER RD COLLECTOR 1076 1 11 0 1700 50 18 1052 659 660 TABLER RD COLLECTOR 2112 1 11 0 1700 50 18 1053 660 661 TABLER RD COLLECTOR 2501 1 11 0 1700 50 18 1054 661 662 TABLER RD COLLECTOR 2830 1 11 0 1700 50 18 1055 662 663 TABLER RD COLLECTOR 1097 1 11 0 1700 50 18 1056 663 664 CR-3 COLLECTOR 5863 1 12 0 1700 50 18 1057 664 686 CR-3 COLLECTOR 1403 1 12 0 1700 50 18 1058 664 719 0 BRIEN RD COLLECTOR 5261 1 11 0 1700 50 18 1059 665 1209 CR-3 MINOR ARTERIAL 5307 2 12 0 1750 50 18 1060 665 1531 CR-11 MINOR ARTERIAL 778 2 12 1 1750 50 18 1061 666 1224 MCEVILLY RD COLLECTOR 2628 1 12 1 1700 40 18 1062 666 1227 MCEVILY RD COLLECTOR 1972 1 12 1 1700 50 18 1063 667 665 CR-5 MINOR ARTERIAL 2574 1 12 1 1750 35 18 1064 667 1224 MCEVILLY RD COLLECTOR 2655 1 12 1 1700 40 18 1065 668 669 MINOOKA RD COLLECTOR 1308 1 12 1 1700 40 19 1066 668 1227 MCEVILY RD COLLECTOR 2030 1 12 1 1700 50 19 1067 669 668 MINOOKA RD COLLECTOR 1300 1 12 1 1700 40 19 1068 669 670 S FORD RD COLLECTOR 3787 1 12 1 1700 45 19 1069 670 669 S FORD RD COLLECTOR 3787 1 12 1 1700 45 19 1070 670 671 W KNAPP ST COLLECTOR 1196 1 12 0 1700 40 19 1071 671 670 W KNAPP ST COLLECTOR 1193 1 12 0 1575 40 19 1072 671 672 W KNAPP ST COLLECTOR 964 1 12 0 1575 35 19 Dresden Generating Station Evacuation Time Estimate K-94 KLD Engineering, P.C.Rev. 0 Up- Do n Lan Shule Flo Flo Stea Stea Legt No of Wdh-it-Rtped Gi Link #S Node Nod Roda Nam Roda Typ (f. ae f. p ) (p) Nme 1073 672 354 S TRYON ST COLLECTOR 831 1 12 1 1750 40 19 1074 672 671 W KNAPP ST COLLECTOR 968 1 12 0 1575 35 19 1075 673 352 MCKINLEY WOODS RD COLLECTOR 9986 1 12 0 1750 50 25 1076 674 675 CR-77 COLLECTOR 5375 1 12 2 1700 50 19 1077 675 676 CR-77 COLLECTOR 1332 1 12 2 1700 50 19 1078 676 23 1-55 ON-RAMP FROM CR-77 FREEWAY RAMP 891 1 14 6 1700 45 19 1079 676 905 CR-77 COLLECTOR 293 1 12 2 1700 45 19 1080 677 356 STEVE RITTOF DR COLLECTOR 875 1 12 4 1750 50 19 1081 678 356 ROBERTS AVE COLLECTOR 793 1 12 4 1750 50 19 1082 679 680 MINOOKA RD COLLECTOR 10651 1 12 4 1700 50 17 1083 680 681 MINOOKA RD COLLECTOR 5327 1 11 0 1700 55 17 1084 680 1294 ASHLEY RD LOCAL ROADWAY 5302 1 10 0 1750 50 17 1085 681 682 MINOOKA RD COLLECTOR 5372 1 11 0 1700 55 17 1086 681 689 IL-47 COLLECTOR 9792 1 12 2 1700 60 17 1087 682 683 MINOOKA RD COLLECTOR 10526 1 11 0 1750 55 17 1088 683 1286 CR-27 COLLECTOR 686 1 12 2 1700 40 16 1089 685 687 MINOOKA RD COLLECTOR 3995 1 12 0 1700 50 18 1090 686 685 MINOOKA RD COLLECTOR 2639 1 12 0 1700 45 18 1091 687 679 MINOOKA RD COLLECTOR 4537 1 12 4 1750 50 18 1092 687 1208 CR-2 COLLECTOR 5478 1 10 0 1750 50 18 1093 688 1285 CR-27 COLLECTOR 12755 1 12 4 1700 50 17 1094 689 1172 IL-47 COLLECTOR 1367 1 12 2 1700 55 17 1095 690 105 IL-47 COLLECTOR 9601 1 12 2 1750 60 17 Dresden Generating Station Evacuation Time Estimate K-95 KLD Engineering, P.C.Rev. 0 1097 692 1517 CR-8 COLLECTOR 5023 0 1700 4 1098 693 692 CR-8 COLLECTOR 728 1 12 0 1575 35 4 1099 694 693 CR-8 COLLECTOR 498 1 12 0 1575 35 4 1100 694 1185 CHICAGO RD LOCAL ROADWAY 575 1 8 0 1700 45 4 1101 695 1186 CR-8 COLLECTOR 3542 1 12 1 1700 60 5 1102 696 695 CR-8 COLLECTOR 1429 1 12 1 1700 50 5 1103 696 697 US-30 COLLECTOR 7912 1 11 0 1700 55 5 1104 697 700 US-30 COLLECTOR 22247 1 12 2 1700 55 4 1105 697 709 US-30 COLLECTOR 15811 1 11 2 1700 55 5 1106 698 699 US-30 COLLECTOR 608 1 11 2 1700 45 5 1107 699 696 US-30 COLLECTOR 7347 1 11 2 1700 55 5 1108 700 701 US-30 COLLECTOR 13227 1 12 2 1700 60 4 1109 701 702 US-30 COLLECTOR 6212 1 12 2 1700 55 4 1110 702 703 US-30 COLLECTOR 2843 1 12 2 1750 50 4 1111 703 705 US-30 COLLECTOR 1061 1 12 3 1750 50 1 1112 703 1475 US-30 COLLECTOR 1159 1 12 10 1700 50 1 1113 703 1476 US-30 COLLECTOR 1260 1 12 5 1700 50 1 1114 704 711 US-30 COLLECTOR 4820 1 12 1 1700 60 1 1115 704 1465 US-30 COLLECTOR 2946 1 12 1 1700 60 1 1116 704 1466 US-30 COLLECTOR 5142 1 12 2 1700 55 1 1117 705 706 US-30 COLLECTOR 3939 1 12 3 1700 50 1 1118 706 707 US-30 COLLECTOR 636 1 12 3 1750 50 1 K-96 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-96 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Strea Strea Lengt No. of Widt Widt Rae Spe Gi Link #S Nod Node Roda Nam Soda Typ (f. ae6f. f. p )(p)Nme 1119 707 708 US-30 COLLECTOR 1601 1 12 1 1750 40 1 1120 708 1467 US-30 COLLECTOR 853 1 12 1 1750 35 1 1121 709 712 US-30 COLLECTOR 1654 1 12 2 1700 55 5 1122 712 713 US-30 COLLECTOR 3062 1 12 2 1700 55 4 1123 713 714 US-30 COLLECTOR 2943 1 12 2 1700 55 4 1124 714 715 US-30 COLLECTOR 3400 1 12 2 1700 55 4 1125 715 716 US-30 COLLECTOR 5379 1 12 2 1700 55 4 1126 716 717 US-30 COLLECTOR 3472 1 12 2 1700 55 1 1127 717 704 US-30 COLLECTOR 1658 1 12 2 1750 55 1 1128 718 59 1-80 ON-RAMP FROM CR-11 FREEWAY RAMP 665 1 14 4 1700 45 18 1129 718 1168 US-30 MINOR ARTERIAL 1072 2 12 4 1750 50 18 1130 719 103 US-30 COLLECTOR 15960 1 10 0 1700 50 18 1131 720 102 US-30 COLLECTOR 15961 1 12 2 1700 60 18 1132 720 719 US-30 LOCAL ROADWAY 15866 1 11 0 1700 50 18 1133 720 1225 US-30 LOCAL ROADWAY 2630 1 11 0 1700 55 18 1134 721 722 US-30 LOCAL ROADWAY 10024 1 10 0 1700 45 19 1135 721 964 US-30 COLLECTOR 7940 1 12 4 1700 50 18 1136 722 723 US-30 LOCAL ROADWAY 7897 1 10 0 1700 45 19 1137 723 724 US-30 COLLECTOR 5312 1 12 4 1700 45 19 1138 724 116 US-30 COLLECTOR 5326 1 12 4 1750 45 19 1139 724 1193 US-30 COLLECTOR 2341 1 12 3 1700 40 19 1140 725 726 US-30 MINOR ARTERIAL 5111 2 12 1 1750 50 5 1141 725 1177 US-30 MINOR ARTERIAL 1547 2 12 0 1900 45 5 K-97 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-97 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl) (mph) Number I 1142 726 742 US-30 COLLECTOR 10561 1 12 2 1700 55 5 1143 726 1174 US-30 MINOR ARTERIAL 2832 1 1900 55 5 1144 726 1175 US-30 MINOR ARTERIAL 2598 2 12 7 1900 50 5 1145 727 728 US-30 MINOR ARTERIAL 7195 2 12 4 1750 45 10 1146 727 735 US-30 MINOR ARTERIAL 5308 2 12 2 1750 50 5 1147 727 1177 US-30 MINOR ARTERIAL 3868 2 12 0 1900 45 5 1148 728 734 US-30 MINOR ARTERIAL 2635 2 12 4 1750 45 10 1149 728 1135 US-30 MINOR ARTERIAL 2540 2 12 4 1900 40 10 1150 729 727 US-30 COLLECTOR 5313 2 12 4 1900 50 5 1151 729 730 US-30 COLLECTOR 9908 1 12 4 1750 40 10 1152 730 734 US-30 COLLECTOR 5401 1 12 4 1750 45 10 1153 730 1155 US-30 COLLECTOR 4437 2 12 4 1750 40 10 1154 731 1142 US-30 MINOR ARTERIAL 1717 2 12 0 1750 45 10 1155 731 1157 US-30 COLLECTOR 379 2 12 4 1750 40 10 1156 732 782 US-30 COLLECTOR 3629 2 12 4 1750 40 11 1157 732 1139 US-30 COLLECTOR 2661 1 12 4 1700 40 10 1158 733 1133 US-30 MINOR ARTERIAL 3700 2 12 0 1750 45 10 1159 733 1138 US-30 COLLECTOR 2605 1 12 4 1750 50 10 1160 734 1154 US-30 MINOR ARTERIAL 3675 2 12 4 1750 45 10 1161 735 740 COUNTY LINE RD COLLECTOR 5401 1 12 2 1700 50 5 1162 735 1175 CR-23 COLLECTOR 2790 1 12 10 1700 50 5 1163 735 1519 CR-23 COLLECTOR 4501 1 12 0 1750 50 5 1164 736 747 DRAUDEN RD COLLECTOR 6463 1 12 3 1700 45 6 K-98 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-98 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Strea Strea Lengt No. of Wit WitRt Sped Gi 1165 736 1161 CATON FARM RD MINOR ARTERIAL 6226 2 12 0 1750 45 10 1166 737 739 CATON FARM RD MINOR ARTERIAL 1980 2 12 0 1750 45 10 1167 737 1130 IL-59 MINOR ARTERIAL 7873 2 12 0 1750 45 6 1168 738 739 BRONK RD COLLECTOR 1410 1 12 4 1750 40 10 1169 739 785 CATON FARM RD MINOR ARTERIAL 2623 2 12 0 1750 45 11 1170 740 743 S INDIAN BOUNDARY RD COLLECTOR 6587 1 12 4 1700 50 5 1171 740 745 COUNTY LINE RD COLLECTOR 5278 1 12 2 1700 55 5 1172 741 746 IL-126 COLLECTOR 5354 1 12 3 1700 60 5 1173 741 759 IL-126 COLLECTOR 10513 1 12 3 1700 60 5 1174 742 697 CR-23 COLLECTOR 10626 1 12 2 1700 55 5 1175 743 1162 CR-36 COLLECTOR 1084 1 12 4 1700 45 6 1176 744 743 CR-36 COLLECTOR 3924 1 12 4 1700 45 5 1177 745 744 CR-36 COLLECTOR 625 1 12 4 1700 45 5 1178 745 746 COUNTY LINE RD COLLECTOR 5151 1 10 0 1700 50 5 1179 746 741 IL-126 COLLECTOR 5354 1 12 3 1700 60 5 1180 746 752 IL-126 COLLECTOR 4580 1 12 4 1750 50 5 1181 747 748 DRAUDEN RD COLLECTOR 1720 1 12 3 1700 45 6 1182 748 749 DRAUDEN RD COLLECTOR 1316 1 12 3 1700 45 6 1183 749 750 DRAUDEN RD COLLECTOR 1557 1 12 3 1700 45 6 1184 750 1163 DRAUDEN RD COLLECTOR 151 1 12 4 675 15 6 1185 751 752 DRAUDEN RD COLLECTOR 3231 1 12 3 1750 45 6 1186 752 762 IL-126 COLLECTOR 5432 1 12 4 1750 45 6 1187 753 754 CR-36 COLLECTOR 5274 1 12 4 1750 45 6 Dresden Generating Station K-99 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato Fe Up Down Lan Shule Flo Flow Sram Stram Length_____________________

No. of a it Wit Ratel Sped Gi Liks Nd Noe- Radwa Nam Radwa Typ (ft. Lae (f. (f. (p ) (p) Nme 1188 754 337 CR-36 COLLECTOR 3694 1 12 4 1750 45 6 1189 754 1111 IL-59 MINOR ARTERIAL 1277 2 12 0 1750 35 6 1190 755 1494 CR-36 COLLECTOR 6122 1 12 1 1700 50 8 1191 756 755 CR-36 COLLECTOR 3392 1 12 4 1700 50 8 1192 756 1105 WEBER RD MINOR ARTERIAL 2919 2 12 4 1425 35 8 1193 757 1106 CR-36 COLLECTOR 2202 1 12 4 1750 50 7 1194 758 1108 CR-36 COLLECTOR 2933 1 12 4 1750 50 7 1195 759 760 IL-126 COLLECTOR 4934 1 12 3 1700 60 5 1196 760 1176 IL-126 COLLECTOR 3705 1 12 3 1700 60 5 1197 761 709 IL-126 COLLECTOR 1170 1 12 2 1700 55 5 1198 762 763 IL-126 COLLECTOR 1523 1 12 4 1750 25 6 1199 762 765 WALLIN DR COLLECTOR 5202 1 12 4 1750 50 6 1200 763 902 IL-126 COLLECTOR 1699 1 12 4 1125 25 6 1201 763 1118 VAN DYKE RD COLLECTOR 2255 1 12 4 1700 45 6 1202 764 762 WALLIN DR LOCAL ROADWAY 1060 1 12 4 1750 50 6 1203 765 766 US-30 COLLECTOR 1855 1 12 4 1275 50 2 1204 765 1116 US-30 COLLECTOR 2639 1 12 4 1750 40 2 1205 767 763 VAN DYKE RD LOCAL ROADWAY 883 1 12 4 1750 45 6 1206 768 291 VIMY RIDGE DR LOCAL ROADWAY 1090 1 12 4 1750 35 11 1207 769 290 FIDAY RD LOCAL ROADWAY 3512 1 12 4 1750 35 11 1208 770 289 THOMAS HICKEY DR LOCAL ROADWAY 1512 1 12 4 1750 35 11 1209 771 288 THEODORE ST COLLECTOR 3862 1 12 0 1750 40 11 1210 772 147 HENDERSON ST COLLECTOR 925 1 12 4 1750 35 14 Dresden Generating Station Evacuation Time Estimate K-100 KLD Engineering, P.C.K-1O00 KLD Engineering, P.C.Rev. 0 1211 773 777 US-6 COLLECTOR 1331 1 24 1700 4014 1212 774 1549 US-6 COLLECTOR 6270 1 12 4 1700 45 14 1213 775 776 US-6 MINOR ARTERIAL 2352 2 12 8 1750 45 15 1214 776 918 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 596 1 12 4 1700 45 15 1215 776 1541 US-6 MINOR ARTERIAL 1257 2 12 8 1750 55 15 1216 777 774 US-6 COLLECTOR 3388 1 12 4 1700 40 14 1217 778 301 MALL LOOP DR LOCAL ROADWAY 1594 1 12 4 1700 40 7 1218 779 318 THEODORE ST COLLECTOR 4409 2 12 0 1750 40 11 1219 779 329 GAYLORD RD COLLECTOR 5321 1 12 4 1750 45 11 1220 780 779 CEADARWOOD AVE COLLECTOR 941 1 12 4 1750 35 11 1221 781 273 BLACK RD COLLECTOR 2187 2 12 0 1750 40 11 1222 781 274 GAEL DR COLLECTOR 2607 1 12 4 1700 40 11 1223 782 286 BLACK RD COLLECTOR 4209 2 12 4 1750 40 11 1224 783 122 S FRONTAGE RD COLLECTOR 1087 1 12 4 1750 40 11 1225 784 782 FRONTAGE RD COLLECTOR 358 1 12 4 1750 40 11 1226 785 292 CATON FARM RD MINOR ARTERIAL 6042 2 12 0 1750 45 11 1227 786 785 FRONTAGE RD LOCAL ROADWAY 290 1 12 4 1750 40 11 1228 787 240 WOODRUFF RD COLLECTOR 1204 1 12 4 1750 40 14 1229 789 790 US-6 COLLECTOR 161 1 12 4 1750 40 13 1230 790 791 US-6 COLLECTOR 218 1 12 4 1350 30 13 1231 790 792 IL-53 COLLECTOR 591 2 12 4 1900 30 13 1232 790 1048 IL-53 COLLECTOR 2320 2 12 4 1900 30 13 1233 791 815 US-6 COLLECTOR 481 1 12 4 1350 30 13 Dresden Generating Station Evacuation Time Estimate K-1O1 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flo Stea Stea Legt No. of Wit Width Rae Sed Gi 1234 792 790 IL-53 COLLECTOR 591 2 12 4 1750 30 13 1235 792 793 IL-53 COLLECTOR 529 2 12 4 1900 30 20 1236 792 814 5TH AVE LOCAL ROADWAY 663 1 12 4 1575 35 13 1237 793 792 IL-53 COLLECTOR 528 2 12 4 1900 30 20 1238 793 928 IL-53 COLLECTOR 309 2 12 4 1750 30 20 1239 794 929 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 254 1 12 4 1700 45 20 1240 794 1513 IL-53 MAJOR ARTERIAL 187 3 12 4 1900 30 20 1241 795 930 IL-53 MINOR ARTERIAL 487 2 12 4 1900 40 20 1242 796 795 IL-53 MINOR ARTERIAL 1314 2 12 4 1750 40 20 1243 796 816 US-52 MINOR ARTERIAL 598 2 12 4 1900 40 20 1244 797 796 IL-53 MINOR ARTERIAL 1137 2 12 4 1750 40 20 1245 797 817 CR-51 COLLECTOR 1549 1 12 1 1575 35 20 1246 798 795 PATTERSON ST COLLECTOR 183 1 12 4 1750 40 20 1247 799 798 PATTERSON ST COLLECTOR 1023 1 12 4 1700 40 20 1248 800 1379 CENTERPOINT WAY MINOR ARTERIAL 304 2 12 0 1900 40 19 1249 801 802 CENTERPOINT WAY MINOR ARTERIAL 1630 2 12 0 1900 50 19 1250 802 803 CENTERPOINT WAY MINOR ARTERIAL 938 2 12 0 1900 50 20 1251 803 804 CENTERPOINT WAY MINOR ARTERIAL 1761 2 12 0 1900 45 20 1252 804 805 CENTERPOINT WAY MINOR ARTERIAL 962 2 12 0 1750 40 20 1253 805 1381 CENTERPOINT WAY MINOR ARTERIAL 3817 2 12 0 1900 50 20 1254 806 805 W MILLSDALE RD COLLECTOR 2720 1 12 0 1750 50 20 1255 807 808 PATTERSON ST COLLECTOR 3677 1 12 0 1700 50 20 1256 807 850 CR-74 COLLECTOR 2368 1 12 1 1700 50 20 K-102 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-102 KLD Engineering, P.C.Rev. 0 Up-~~ Don Lae Soudr Flw Fo 1257 808 809 PATTIERSO N ST COLLECTOR 4779 1 20 1750 4520 1258 809 810 PATTERSON ST COLLECTOR 1158 1 12 4 1700 40 20 1259 809 813 BRANDON RD COLLECTOR 776 1 12 4 1700 45 20 1260 810 811 PATTERSON ST COLLECTOR 1584 1 12 4 1575 35 20 1261 811 812 PATTERSON ST COLLECTOR 1334 1 12 4 1350 30 20 1262 812 799 PATTERSON ST COLLECTOR 2169 1 12 4 1700 40 20 1263 813 369 BRANDON RD COLLECTOR 2522 1 12 4 1750 45 20 1264 814 815 GARDNER ST LOCAL ROADWAY 661 1 12 0 1350 30 13 1265 814 844 5TH AVE LOCAL ROADWAY 1416 1 12 4 1575 35 13 1266 815 1051 US-6 COLLECTOR 651 1 12 4 1350 30 13 1267 816 796 IL-53 COLLECTOR 598 1 12 4 1750 40 20 1268 816 814 GARDNER ST LOCAL ROADWAY 3476 1 12 0 1350 30 20 1269 816 817 US-52 COLLECTOR 1539 1 12 4 1700 40 20 1270 817 819 US-52 COLLECTOR 4211 1 12 1 1700 40 20 1271 817 839 CR-51 COLLECTOR 1076 1 12 1 1575 35 20 1272 818 823 BRIGGS ST COLLECTOR 2786 1 15 1 1700 45 20 1273 819 820 US-52 COLLECTOR 845 1 12 1 1700 45 20 1274 819 1060 ROWELL AVE LOCAL ROADWAY 2059 1 12 0 1575 35 20 1275 820 821 US-52 COLLECTOR 3312 1 12 1 1700 50 20 1276 820 823 W SPENCER RD LOCAL ROADWAY 4734 1 10 0 1575 35 20 1277 821 822 US-52 COLLECTOR 2978 1 12 1 1700 60 20 1278 822 818 US-52 COLLECTOR 402 1 12 1 1700 40 20 1279 823 824 BRIGGS ST COLLECTOR 2662 1 15 1 1700 45 20 K-103 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-103 KLD Engineering, P.C.Rev. 0 Sauato Free Up- Down Lan Shole Flo Flo Strea Stra Legt No. of~ Wit0itae Sed Gi Link #S Nod Node Roda Nam 0.awa Typ (f. Lae (f. (f. S)(p) Nme 1280 824 825 BRIGGS ST COLLECTOR 2622 1 15 1 1750 45 20 1281 824 838 CR-51 COLLECTOR 4187 1 12 1 1700 45 20 1282 825 826 BRIGGS ST COLLECTOR 285 1 12 4 1750 35 20 1283 825 836 W HAVEN AVE COLLECTOR 5212 1 12 4 1700 40 20 1284 826 827 BRIGGS ST COLLECTOR 1395 1 12 4 1575 35 20 1-80 ON-RAMP FROM B RIGGS 1285 826 1061 RD FREEWAY RAMP 479 1 12 4 1700 40 20 RD FREEWAY RAMP 1286 827 826 BRIGGS ST COLLECTOR 1396 1 12 4 1750 35 20 1287 827 829 BRIGGS ST MINOR ARTERIAL 2696 2 12 4 1750 35 14 1288 828 161 WESTERN AVE COLLECTOR 625 1 12 4 1750 40 13 1289 829 151 BRIGGS ST MINOR ARTERIAL 2474 2 12 4 1750 35 14 1290 829 827 BRIGGS ST MINOR ARTERIAL 2695 2 12 4 1900 35 14 1291 829 835 WASHINGTON ST COLLECTOR 5329 1 12 4 1700 40 14 1292 830 144 US-6 COLLECTOR 199 1 12 4 1750 30 13 1293 830 831 WASHINGTON ST COLLECTOR 2938 1 12 4 1700 40 14 1294 831 832 WASHINGTON ST COLLECTOR 1864 1 12 4 1700 40 14 1295 832 833 WASHINGTON ST COLLECTOR 688 1 12 4 675 15 14 1296 833 834 WASHINGTON ST COLLECTOR 1878 1 12 4 1700 40 14 1297 834 829 WASHINGTON ST COLLECTOR 1412 2 12 4 1750 40 14 1298 835 154 CR-51 COLLECTOR 2423 1 12 1 1700 40 14 1299 836 835 CR-51 COLLECTOR 4378 1 12 1 1700 45 14 1300 836 848 W HAVEN AVE COLLECTOR 5221 1 12 4 1750 40 21 1301 837 836 CR-51 COLLECTOR 1559 1 12 1 1700 45 20 Dresden Generating Station Evacuation Time Estimate K-104 KLD Engineering, P.C.Rev. 0 1302 838 837 CR-51 COLLECTOR 1682 1 21 1700 4520 1303 839 840 RICHARDS ST COLLECTOR 1432 1 12 4 1575 35 20 1304 839 1060 CR-51 COLLECTOR 2582 1 12 1 1575 35 20 1305 840 841 RICHARDS ST COLLECTOR 830 1 12 4 1575 35 20 1306 841 842 RICHARDS ST COLLECTOR 1260 2 12 4 1750 35 20 1-80 ON-RAMP FROM 1307 842 93 RICHARD ST 653 1 12 4 1700 45 20 RICHARD ST FREEWAY RAMP 6 2 1 0 13 1308 842 843 RICHARDS ST MINOR ARTERIAL 638 2 12 0 1750 30 20 1309 843 842 RICHARDS ST COLLECTOR 638 1 12 0 1750 30 20 1310 843 844 RICHARDS ST MINOR ARTERIAL 613 2 12 0 1900 30 20 1311 844 843 RICHARDS ST MINOR ARTERIAL 611 2 12 0 1750 30 20 1312 844 845 RICHARDS ST MINOR ARTERIAL 675 2 12 0 1750 30 13 1313 845 844 RICHARDS ST MINOR ARTERIAL 675 2 12 0 1900 30 13 1314 845 1052 US-6 COLLECTOR 1319 1 12 4 1750 30 13 1315 846 1052 2ND ST LOCAL ROADWAY 908 1 12 4 1750 30 13 1316 846 1053 EASTERN AVE LOCAL ROADWAY 1302 1 12 4 1350 30 13 1317 847 825 W HAVEN AVE COLLECTOR 5326 1 12 4 1750 40 20 1318 848 157 GOUGAR RD COLLECTOR 4539 1 12 4 1750 40 15 1319 849 797 IL-53 MINOR ARTERIAL 7900 2 12 4 1750 50 20 1320 849 856 CR-74 COLLECTOR 5251 1 12 1 1700 55 20 1321 850 851 CR-74 COLLECTOR 1034 1 12 1 1700 50 20 1322 851 852 CR-74 COLLECTOR 947 1 12 1 1700 50 20 1323 852 853 CR-74 COLLECTOR 1265 1 12 1 1700 50 20 K-105 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-105 KLD Engineering, P.C.Rev. 0 Up Don Lan Shole Flo Flow Strea Stra Lengt No of Widt Wit Rat Spe Gri 1324 853 854 CR-74 COLLECTOR 868 1 12 1 1700 45 20 1325 854 855 CR-74 COLLECTOR 919 1 12 1 1700 45 20 1326 855 849 CR-74 COLLECTOR 3796 1 12 1 1750 45 20 1327 856 819 ROWELL AVE LOCAL ROADWAY 5920 1 12 0 1700 40 20 1328 856 857 CR-74 COLLECTOR 8789 1 12 1 1750 55 20 1329 857 818 US-52 COLLECTOR 3451 1 12 1 1700 60 20 1330 857 1372 CR-74 COLLECTOR 1736 1 12 1 1750 45 20 1331 858 859 CR-74 COLLECTOR 2892 1 12 2 1275 50 21 1332 860 869 W SCHWEITZER RD LOCAL ROADWAY 5280 1 11 0 1700 50 20 1333 861 862 W DELANEY RD LOCAL ROADWAY 554 1 11 0 1700 50 20 1334 862 857 US-52 COLLECTOR 6029 1 12 1 1750 60 20 1335 862 863 US-52 COLLECTOR 396 1 12 1 1700 60 21 1336 863 862 US-52 COLLECTOR 396 1 12 1 1700 60 21 1337 863 864 US-52 COLLECTOR 6256 1 12 1 1700 60 21 1338 864 863 US-52 COLLECTOR 6256 1 12 1 1700 60 21 1339 864 1368 US-52 COLLECTOR 2841 1 12 0 1700 60 21 1340 865 866 US-52 COLLECTOR 2961 1 12 0 1750 60 21 1341 865 1366 SMITH RD COLLECTOR 469 1 15 0 1700 50 21 1342 865 1368 US-52 COLLECTOR 2519 1 12 0 1700 60 21 1343 866 865 US-52 COLLECTOR 2961 1 12 1 1700 60 21 1344 866 870 US-52 COLLECTOR 2422 1 12 1 1700 50 21 1345 867 866 CR-117 COLLECTOR 1606 1 12 1 1750 40 21 1346 867 1367 S GOUGAR RD COLLECTOR 2195 1 10 0 1700 45 21 K-106 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-106 KLD Engineering, P.C.Rev. 0 1347 868 867 CR-117 COLLECTOR 10537 1 21 1700 60 20 1348 868 869 S RIDGE RD LOCAL ROADWAY 13341 1 10 0 1700 50 20 1349 869 1371 W SCHWEITZER RD LOCAL ROADWAY 5167 1 11 0 1700 50 20 1350 870 866 US-52 COLLECTOR 2422 1 12 1 1750 50 21 1351 870 871 US-52 COLLECTOR 1138 1 12 1 1575 35 21 1352 871 870 US-52 COLLECTOR 1138 1 12 1 1575 35 21 1353 871 1369 US-52 COLLECTOR 2568 1 12 1 1575 35 21 1354 871 1370 W NORTH ST COLLECTOR 4069 1 12 0 1575 35 21 1355 872 876 US-52 COLLECTOR 2283 1 12 1 1700 60 27 1356 872 1369 US-52 COLLECTOR 5653 1 12 1 1700 60 27 1357 873 874 W HOFF RD LOCAL ROADWAY 5679 1 10 1 1700 60 27 1358 873 1365 S GOUGAR RD LOCAL ROADWAY 9336 1 9 0 1700 50 27 1359 874 875 W HOFF RD LOCAL ROADWAY 1948 1 10 1 1700 45 27 1360 875 876 W HOFF RD COLLECTOR 697 1 10 1 1700 40 27 1361 876 872 US-52 COLLECTOR 2282 1 12 1 1700 60 27 1362 876 881 US-52 COLLECTOR 2934 1 12 1 1700 55 27 1363 877 878 W NORTH ST COLLECTOR 5130 1 12 0 1700 55 21 1364 879 849 IL-53 MINOR ARTERIAL 5330 2 12 4 1750 60 20 1365 879 860 W SCHWEITZER RD MINOR ARTERIAL 5309 2 12 0 1900 50 20 1366 880 595 CR-43 COLLECTOR 10500 1 12 1 1700 60 27 1367 881 882 US-52 COLLECTOR 2760 1 12 1 1700 55 27 1368 882 1390 US-52 COLLECTOR 1019 1 12 1 1700 55 27 1369 883 880 CR-43 COLLECTOR 843 1 12 1 1700 40 27 Dresden Generating Station Evacuation Time Estimate K-107 KLD Engineering, P.C.Rev. 0 1370 883 884 US-52 COLLECTOR 1357 1 21 1700 4527 1371 884 885 US-52 COLLECTOR 6946 1 12 1 1700 55 27 1372 887 988 CR-41 COLLECTOR 10703 1 11 0 1700 55 37 1373 888 1422 CR-3 COLLECTOR 1149 1 11 0 1700 50 36 1374 889 1312 IL-47 COLLECTOR 11179 1 12 2 1700 60 35 1375 891 892 US-6 COLLECTOR 10625 1 12 6 1700 50 22 1376 892 893 SENECA RD COLLECTOR 2930 1 12 6 1700 50 22 1377 892 894 US-6 COLLECTOR 8602 1 12 2 1700 60 22 1-80 ON-RAMP FROM SENECA 1378 893 68 RD FREEWAY RAMP 933 1 14 6 1700 45 22 RD FREEWAY RAMP 1379 894 895 US-6 COLLECTOR 1443 1 12 4 1700 50 22 1380 895 1306 US-6 COLLECTOR 2200 1 12 3 1700 60 22 1381 896 897 OLD STAGE RD COLLECTOR 2066 1 12 1 1700 45 22 1382 897 898 OLD STAGE RD COLLECTOR 2807 1 12 1 1700 45 22 1383 898 899 OLD STAGE RD COLLECTOR 1646 1 12 1 1700 45 22 1384 899 900 OLD STAGE RD COLLECTOR 7928 1 12 1 1700 45 22 1385 900 901 OLD STAGE RD COLLECTOR 2955 1 12 1 1700 45 22 1386 902 340 IL-126 COLLECTOR 2447 1 12 4 1750 50 6 1387 902 1167 LOCKPORT COLLECTOR 755 1 12 4 1750 25 6 1388 903 904 1-55 ON-RAMP FROM IL-126 FREEWAY RAMP 1181 1 12 4 1700 45 2 1389 904 4 1-55 ON-RAMP FROM IL-126 FREEWAY RAMP 1917 1 12 4 1700 45 2 1390 905 676 CR-77 COLLECTOR 292 1 12 2 1700 45 19 1391 905 908 E FRONTAGE RD COLLECTOR 951 1 12 1 1700 50 19 Dresden Generating Station Evacuation Time Estimate K-108 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl) (mph) Number I I 1392 906 675 S FRONTAGE RD COLLECTOR 867 0 1700 45 19 1393 906 907 S FRONTAGE RD COLLECTOR 6016 1 12 2 1700 55 19 1394 907 1229 S FRONTAGE RD COLLECTOR 346 1 12 2 1575 35 19 1395 908 909 E FRONTAGE RD COLLECTOR 6194 1 12 2 1700 55 19 1396 909 1230 E FRONTAGE RD COLLECTOR 834 1 12 2 1700 45 19 1397 910 360 US-6 COLLECTOR 197 1 12 8 1750 40 19 1398 910 1235 S THOMAS DILLON DR COLLECTOR 379 1 12 0 1700 40 19 1399 910 1236 US-6 COLLECTOR 4001 1 12 8 1700 55 19 1400 913 914 N RIVER RD COLLECTOR 3104 1 12 0 1700 50 25 1401 913 916 N RIVER RD COLLECTOR 3284 1 12 0 1700 50 25 1402 914 913 N RIVER RD COLLECTOR 3105 1 12 0 1700 50 25 1403 914 915 N RIVER RD COLLECTOR 1110 1 12 0 1700 50 25 1404 915 586 CR-44 COLLECTOR 764 1 12 6 1700 50 25 1405 915 914 N RIVER RD COLLECTOR 1106 1 12 0 1700 50 25 1406 916 612 N RIVER RD COLLECTOR 1903 1 12 0 1700 50 25 1407 916 913 N RIVER RD COLLECTOR 3287 1 12 0 1700 50 25 1408 917 1325 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 320 1 14 6 1350 30 25 1409 918 776 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 596 1 12 4 1750 45 15 1410 918 919 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 1004 1 12 4 1700 45 15 1411 919 920 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 1357 1 12 4 1700 45 15 1412 920 267 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 804 1 12 4 1700 45 15 1413 922 264 1-355 FREEWAY 588 3 12 8 2250 70 15 1414 923 924 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 1933 2 12 8 1900 45 15 Dresden Generating Station Evacuation Time Estimate K-109 KLD Engineering, P.C.Rev. 0 1415 924 262 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 1374 2 28 1900 4515 1416 925 926 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 2684 1 12 8 1700 45 15 1417 926 922 1-355 FREEWAY 1640 3 12 8 2250 70 15 1418 927 159 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 885 1 12 4 1750 45 15 1419 928 793 IL-53 MAJOR ARTERIAL 341 3 12 4 1900 30 20 1420 928 1513 IL-53 MINOR ARTERIAL 554 2 12 4 1900 30 20 1421 929 90 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 704 1 12 4 1350 30 20 1422 930 794 IL-53 MINOR ARTERIAL 196 2 12 4 1900 40 20 1423 930 929 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 276 1 12 4 1700 45 20 1424 931 932 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 466 1 16 4 1700 45 20 1425 932 84 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 428 1 16 4 1700 45 20 1426 933 937 MCDONOUGH ST COLLECTOR 1304 1 12 4 1700 45 19 1427 933 1528 HOUBOLT RD MINOR ARTERIAL 2371 2 12 4 1900 45 11 1428 934 938 MCDONOUGH ST MINOR ARTERIAL 1693 2 f 12 4 1750 1 45 19 1429 934 1526 CATERPILLAR DR MINOR ARTERIAL 456 2 12 4 1900 35 11 1430 935 124 INFANTRY DR LOCAL ROADWAY 2628 1 12 4 1750 35 11 1431 935 934 MCDONOUGH ST MINOR ARTERIAL 1061 2 12 4 1750 45 19 1432 936 129 US-52 MINOR ARTERIAL 875 2 12 4 1750 40 11 1433 936 938 JOYCE RD LOCAL ROADWAY 2663 1 12 4 1750 35 11 1434 937 935 MCDONOUGH ST COLLECTOR 3887 1 12 4 1750 45 19 1435 938 936 JOYCE RD LOCAL ROADWAY 2663 1 12 4 1575 35 11 1436 938 944 MCDONOUGH ST MINOR ARTERIAL 1752 2 12 4 1750 45 11 1437 939 128 BARNEY DR LOCAL ROADWAY 2697 1 12 4 1750 35 11 Dresden Generating Station K-110 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 1438 939 1087 GLENWOOD AVE MINOR ARTERIAL 1139 2 12 4 1750 35 11 1439 940 129 SPRINGFIELD AVE LOCAL ROADWAY 2653 1 12 4 1750 35 11 1440 940 273 SPRINGFIELD AVE LOCAL ROADWAY 2650 1 12 4 1750 45 11 1441 940 1089 GLENWOOD AVE MINOR ARTERIAL 824 2 12 4 1750 35 11 1442 941 205 GLENWOOD AVE MINOR ARTERIAL 1970 2 12 4 1750 35 12 1443 942 941 HAMMES RD LOCAL ROADWAY 1799 1 12 4 1575 35 11 1444 943 130 HAMMES RD LOCAL ROADWAY 571 1 12 4 1750 35 12 1445 943 942 HAMMES RD LOCAL ROADWAY 318 1 12 4 1575 35 12 1446 944 1525 MCDONOUGH ST MINOR ARTERIAL 2072 2 12 4 1900 45 12 1447 945 946 HOUBOLT RD MINOR ARTERIAL 882 2 12 4 1750 40 19 1448 946 947 HOUBOLT RD MINOR ARTERIAL 747 2 12 4 1750 40 19 1449 947 948 HOUBOLT RD MINOR ARTERIAL 1390 2 12 4 1750 40 19 1450 948 949 HOUBOLT RD MINOR ARTERIAL 502 2 12 4 1750 40 19 1451 949 950 HOUBOLT RD MINOR ARTERIAL 1191 2 12 4 1750 40 19 1452 950 951 HOUBOLT RD MINOR ARTERIAL 1682 2 12 4 1900 40 19 1453 951 933 HOUBOLT RD MINOR ARTERIAL 1259 2 12 4 1750 45 19 1454 952 933 MCDONOUGH ST COLLECTOR 1603 1 12 4 1750 45 19 1-80 ON-RAMP FROM 1455 953 48 HOU0OLTRD FREA 1081 1 12 4 1700 45 19 HOUBOLT RD FREEWAY RAMP 1456 953 945 HOUBOLT RD MINOR ARTERIAL 800 2 12 6 1750 45 19 1457 953 1518 HOLLYWOD RD MINOR ARTERIAL 990 2 12 8 1900 45 19 1458 954 364 HOLLYWOOD DR COLLECTOR 2705 1 12 4 1750 40 19 1459 955 949 CATHY DR COLLECTOR 829 1 12 4 1750 40 19 Dresden Generating Station Evacuation Time Estimate K-ill KLD Engineering, P.C.K-111 KLD Engineering, P.C.Rev. 0 Sauato Fe Up- Do n Lan Shule Flo Flo Stea Stea Legt No. of Widt Widt Rae ped ri Link #m Nod Nod Roawa Nam Roda Typ (f. LaeSf. f. p ) (p) Nme 1460 956 950 LONGFORD DR COLLECTOR 2481 1 12 4 1750 40 19 1461 957 948 JOLIET JR COLLEGE COLLECTOR 1974 1 12 4 1750 40 19 1462 958 951 FORESTVIEW DR COLLECTOR 822 1 12 4 1700 40 19 1463 959 951 FORESTVIEW DR COLLECTOR 601 1 12 4 1700 40 19 1464 960 947 OLYMPIC BLVD COLLECTOR 1818 1 12 4 1750 40 19 1465 961 946 ROCK CREEK BLVD COLLECTOR 1076 1 12 4 1750 40 19 1466 962 130 HAMMES AVE LOCAL ROADWAY 1413 1 12 4 1750 35 12 1467 962 944 HAMMES AVE LOCAL ROADWAY 1444 1 12 4 1750 35 11 1468 963 113 COUNTY LINE RD COLLECTOR 2730 1 10 0 1750 50 18 1469 963 1191 W SEIL RD COLLECTOR 4115 1 10 0 1700 50 19 1470 964 723 215TH ST LOCAL ROADWAY 9991 1 11 0 1700 50 19 1471 964 963 COUNTY LINE RD COLLECTOR 5375 1 10 0 1700 50 18 1472 965 64 1-80 ON-RAMP FROM IL-47 FREEWAY RAMP 791 1 14 4 1700 45 23 1473 966 593 CR-7 COLLECTOR 10505 1 11 1 1750 60 32 1474 967 966 OLD CHICAGO RD COLLECTOR 1384 1 11 1 1700 55 32 1475 967 968 OLD CHICAGO RD COLLECTOR 14693 1 11 1 1700 60 32 1476 968 519 OLD CHICAGO RD LOCAL ROADWAY 3544 1 9 0 1700 45 32 1477 968 967 OLD CHICAGO RD COLLECTOR 14692 1 11 1 1700 60 32 1478 968 969 CR-8 COLLECTOR 15914 1 11 1 1700 60 32 1479 969 970 CR-20 COLLECTOR 13257 1 11 1 1700 55 33 1480 969 982 CR-9 COLLECTOR 10753 1 11 1 1700 60 33 1481 970 971 CR-20 COLLECTOR 3626 1 11 4 1700 50 39 1482 970 974 IL-102 COLLECTOR 2201 1 12 1 1700 55 33 Dresden Generating Station Evacuation Time Estimate K-112 KLD Engineering, P.C.Rev. 0 1483 971 979 IL-113 COLLECTOR 8871 1 21 1700 6039 1484 971 1025 CR-20 COLLECTOR 9868 1 12 0 1700 60 39 1485 972 973 IL-113 COLLECTOR 4000 1 12 1 1700 60 32 1486 973 1404 IL-113 COLLECTOR 2995 1 12 1 1700 60 32 1487 974 975 IL-102 COLLECTOR 3393 1 12 1 1700 55 39 1488 975 976 IL-102 COLLECTOR 6165 1 12 1 1700 55 39 1489 976 977 IL-102 COLLECTOR 5360 1 12 1 1700 55 39 1490 977 978 IL-102 COLLECTOR 4360 1 12 1 1700 55 39 1491 979 980 IL-113 COLLECTOR 9884 1 12 1 1700 60 39 1492 980 981 IL-113 COLLECTOR 2517 1 12 1 1700 60 39 1493 982 976 CR-7 COLLECTOR 17432 1 11 1 1700 50 33 1494 982 983 CR-9 COLLECTOR 7975 1 11 1 1700 60 33 1495 983 1406 CR-9 COLLECTOR 2683 1 11 1 1700 60 33 1496 984 594 S GOUGAR RD LOCAL ROADWAY 10770 1 9 0 1700 50 33 1497 985 520 IL-102 COLLECTOR 3692 1 12 1 1700 55 32 1498 985 968 CR-8 COLLECTOR 6707 1 11 0 1700 50 32 1499 986 29 1-55 ON-RAMP FROM CR-4 FREEWAY RAMP 831 1 14 6 1700 45 25 1500 987 988 IL-17 COLLECTOR 7905 1 12 1 1700 60 37 1501 987 1027 CR-18 COLLECTOR 22177 1 10 0 1700 55 43 1502 987 1428 IL-17 COLLECTOR 8020 1 12 1 1700 55 37 1503 988 989 IL-17 COLLECTOR 10622 1 12 1 1700 60 37 1504 989 990 IL-17 COLLECTOR 2692 1 12 1 1700 60 37 1505 990 991 IL-17 COLLECTOR 10475 1 12 1 1700 60 38 Dresden Generating Station Evacuation Time Estimate K-113 KLD Engineering, P.C.Rev. 0 Sauato Free Up Down Lan Shule Flo Flo Strea Strea Legt No of Widt Widt Rat Spe Gri Lin #@ Node Nod Roawa Nam Roda Typ (f. Lae f.Sf. p ) (p)Nme 1506 990 1028 S 14000W RD LOCAL ROADWAY 21635 1 10 0 1700 50 43 1507 991 992 IL-17 COLLECTOR 23855 1 12 1 1700 60 38 1508 991 1029 CR-12 COLLECTOR 21836 1 11 1 1700 55 44 1509 992 993 IL-17 COLLECTOR 1815 1 12 1 1700 55 39 1510 993 994 IL-17 COLLECTOR 5172 1 12 1 1700 55 39 1511 993 1418 CR-28 COLLECTOR 6692 1 11 0 1700 50 45 1512 995 996 IL-17 COLLECTOR 2820 1 12 1 1700 50 36 1513 996 997 IL-17 COLLECTOR 3365 1 12 1 1700 50 42 1514 997 998 IL-17 COLLECTOR 2706 1 12 1 1700 45 42 1515 998 999 IL-17 COLLECTOR 13681 1 12 3 1700 60 42 1516 999 1000 IL-17 COLLECTOR 20121 1 12 3 1700 60 42 1517 999 1026 CR-3 COLLECTOR 15781 1 12 0 1700 60 42 1518 1000 1417 IL-17 COLLECTOR 9389 1 12 3 1700 55 41 1519 1001 1002 IL-17 COLLECTOR 5681 1 12 8 1575 35 41 1520 1001 1017 IL-47 COLLECTOR 5293 1 12 1 1700 35 41 1521 1002 1003 IL-17 COLLECTOR 1936 1 12 1 1700 45 41 1522 1002 1011 US-66 COLLECTOR 2172 1 12 1 1700 60 41 1523 1003 1004 IL-17 COLLECTOR 1449 1 12 8 1700 55 41 1524 1004 1038 1-55 ON-RAMP FROM CR-17 FREEWAY RAMP 1170 1 14 6 1700 45 41 1525 1004 1313 IL-17 COLLECTOR 4764 1 12 1 1700 60 41 1526 1005 1006 US-66 COLLECTOR 3088 1 12 1 1700 60 36 1527 1006 1007 US-66 COLLECTOR 10260 1 12 1 1700 65 36 1528 1007 1008 US-66 COLLECTOR 16751 1 12 1 1700 65 35 Dresden Generating Station Evacuation Time Estimate K-114 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stea Stea Legt No ofWdh Wdh Rt Speed Gri 1529 1008 1009 US-66 COLLECTOR 7319 1 12 1 1700 60 35 1530 1009 1010 US-66 COLLECTOR 5776 1 12 1 1700 60 41 1531 1009 1014 IL-47 COLLECTOR 1362 1 12 2 1700 50 41 1532 1010 1002 US-66 COLLECTOR 4694 1 12 1 1700 60 41 1533 1011 1012 US-66 COLLECTOR 3469 1 12 1 1700 60 41 1534 1012 1013 US-66 COLLECTOR 4154 1 12 1 1700 60 41 1535 1014 1015 IL-47 COLLECTOR 1096 1 12 2 1700 50 41 1536 1015 1323 IL-47 COLLECTOR 879 1 12 2 1700 50 41 1537 1016 1001 IL-47 COLLECTOR 1718 1 12 1 1700 35 41 1538 1017 1324 IL-47 COLLECTOR 5204 1 12 1 1700 60 41 1539 1018 1019 IL-47 MINOR ARTERIAL 1618 2 12 8 1900 55 35 1540 1018 1042 1-55 ON-RAMP FROM IL-47 FREEWAY RAMP 1533 1 14 6 1700 45 35 1541 1019 1320 IL-47 MINOR ARTERIAL 784 2 12 8 1750 55 35 1542 1020 1021 CR-6 COLLECTOR 1757 1 11 0 1700 45 37 1543 1021 1022 CR-6 COLLECTOR 10837 1 11 0 1700 60 37 1544 1022 989 CO HWY 14000 N LOCAL ROADWAY 10649 1 10 0 1700 50 37 1545 1022 1023 CR-6 COLLECTOR 21116 1 11 0 1700 60 38 1546 1023 1458 CR-6 COLLECTOR 1575 1 11 0 1700 50 38 1547 1024 992 CR-20 COLLECTOR 10531 1 11 0 1700 55 39 1548 1025 1024 CR-20 COLLECTOR 10489 1 12 0 1700 60 39 1549 1026 1033 CR-3 COLLECTOR 9119 1 12 0 1700 60 42 1550 1027 1026 W 4000S RD LOCAL ROADWAY 26429 1 9 0 1700 50 42 1551 1027 1028 IL-115 COLLECTOR 21225 1 12 1 1700 60 43 Dresden Generating Station Evacuation Time Estimate K-115 KLD Engineering, P.C.Rev. 0 Up- Down Lane Shole Flo Flow StemSremLnt No of Wit Wit Rat Speed Gri Link #5 Nod No.e Roda Nam Roda Typ (f. Lae f. f. p )(p)Nme 1552 1027 1032 IL-115 COLLECTOR 10627 1 12 1 1700 60 43 1553 1028 1419 IL-115 COLLECTOR 8761 1 12 1 1700 60 44 1554 1029 1030 IL-115 COLLECTOR 25440 1 12 1 1700 60 44 1555 1029 1420 CR-12 COLLECTOR 5327 1 14 0 1575 35 44 1556 1030 1034 CR-28 COLLECTOR 5559 1 11 0 1700 60 45 1557 1030 1035 IL-115 COLLECTOR 4997 1 12 1 1700 60 45 1558 1033 1421 CR-3 COLLECTOR 2179 1 12 0 1700 40 42 1559 1036 1037 1-55 FREEWAY 3979 2 12 10 2250 75 41 1560 1037 1036 1-55 FREEWAY 3969 2 12 10 2250 75 41 1561 1037 1038 1-55 FREEWAY 4462 2 12 10 2250 75 41 1562 1038 1037 1-55 FREEWAY 4462 2 12 10 2250 75 41 1563 1038 1039 1-55 FREEWAY 1955 2 12 10 2250 75 41 1564 1039 1038 1-55 FREEWAY 1955 2 12 10 2250 75 41 1565 1039 1040 1-55 FREEWAY 2674 2 12 10 2250 75 41 1566 1040 1039 1-55 FREEWAY 1820 2 12 10 2250 75 41 1567 1040 1041 1-55 FREEWAY 5314 2 12 10 2250 75 35 1568 1041 1040 1-55 FREEWAY 5318 2 12 10 2250 75 35 1569 1041 1042 1-55 FREEWAY 5176 2 12 10 2250 75 35 1570 1042 1041 1-55 FREEWAY 4705 2 12 10 2250 75 35 1571 1042 1043 1-55 FREEWAY 2183 2 12 10 2250 75 35 1572 1043 1042 1-55 FREEWAY 1897 2 12 10 2250 75 35 1573 1043 1045 1-55 FREEWAY 3386 2 12 10 2250 75 35 1574 1044 43 1-55 FREEWAY 23649 2 12 10 2250 75 36 K-116 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-116 KLD Engineering, P.C.Rev. 0 1575 1044 1045 1-55 FREEWAY 3178 2 210 2250 75 35 1576 1045 1043 1-55 FREEWAY 3386 2 12 10 2250 75 35 1577 1045 1044 1-55 FREEWAY 3178 2 12 10 2250 75 35 1578 1046 395 GORE RD COLLECTOR 240 1 12 1 1750 35 23 1579 1046 1295 GORE RD COLLECTOR 683 1 12 1 1575 35 23 1580 1047 398 GORE RD COLLECTOR 1974 1 12 1 1750 35 23 1581 1047 1279 GORE RD COLLECTOR 5175 1 11 0 1575 35 22 1582 1048 180 IL-53 COLLECTOR 347 1 12 4 1350 30 13 1583 1049 256 IL-53 MINOR ARTERIAL 362 2 12 4 1750 30 13 1584 1050 314 CHICAGO ST LOCAL ROADWAY 346 1 12 4 1350 30 13 1585 1050 1049 CLAY ST LOCAL ROADWAY 381 1 12 4 1750 35 13 1586 1051 845 US-6 COLLECTOR 612 1 12 4 1750 30 13 1587 1052 830 US-6 COLLECTOR 1272 1 12 4 1750 30 13 1588 1053 143 EASTERN AVE LOCAL ROADWAY 359 1 12 4 1750 30 13 1589 1053 830 WASHINGTON ST COLLECTOR 450 1 12 4 1750 30 13 1590 1054 150 WALNUT ST COLLECTOR 1078 1 12 4 1750 35 14 1591 1054 259 WALNUT ST COLLECTOR 1896 1 12 4 1575 35 14 1592 1055 826 1-80 OFF-RAMP TO BRIGGS RD FREEWAY RAMP 684 1 12 4 1750 45 20 1593 1056 848 GOUGARRD COLLECTOR 1339 1 12 4 1750 40 21 1594 1057 773 BRIGGS ST MINOR ARTERIAL 1620 1 12 4 1575 35 14 1595 1058 1057 COPPERFIELD AVE COLLECTOR 1309 1 12 4 1750 35 14 1596 1059 161 US-30 MINOR ARTERIAL 231 1 12 4 1750 30 13 1597 1060 824 CR-51 COLLECTOR 5275 1 12 1 1700 40 20 Dresden Generating Station Evacuation Time Estimate K-117 KLD Engineering, P.C.Rev. 0 Up- Don Lan Shuler Flo Flo Strea Strea Legt No. of Widt Wit Rat S pe Gri 1-80 ON-RAMP FROM BRIGGS 1598 1061 97 RD FREEWAY RAMP 615 1 12 4 1700 40 20 RD FREEWAY RAMP 1599 1062 371 US-6 COLLECTOR 369 1 12 4 1700 50 13 1600 1063 390 US-30 LOCAL ROADWAY 783 1 12 4 1750 35 13 1601 1064 371 US-30 COLLECTOR 323 1 12 4 1125 25 13 1602 1065 390 US-30 LOCAL ROADWAY 757 1 12 4 1750 35 13 1603 1066 216 US-30 LOCAL ROADWAY 94 1 12 4 1125 25 13 1604 1066 321 US-30 LOCAL ROADWAY 1280 1 12 4 1575 35 13 1605 1067 1066 US-30 LOCAL ROADWAY 86 1 12 4 1125 25 13 1606 1068 1067 US-30 LOCAL ROADWAY 75 1 12 4 1125 25 13 1607 1069 211 US-30 LOCAL ROADWAY 1349 1 12 4 1750 35 12 1608 1070 311 US-30 COLLECTOR 4262 1 12 4 1750 35 12 1609 1070 1072 US-30 LOCAL ROADWAY 1318 1 12 4 1575 35 12 1610 1071 310 US-30 COLLECTOR 3683 1 12 0 1750 40 12 1611 1072 1071 US-30 LOCAL ROADWAY 1335 1 12 4 1750 35 12 1612 1073 208 US-30 MINOR ARTERIAL 164 2 12 0 1750 35 13 1613 1074 208 US-30 LOCAL ROADWAY 206 2 15 2 1750 35 13 1614 1075 226 US-30 COLLECTOR 846 1 12 4 1750 35 13 1615 1076 193 US-30 COLLECTOR 459 1 12 4 1350 30 20 1616 1077 1080 US-30 MINOR ARTERIAL 1603 2 12 4 1750 40 12 1617 1078 131 STRYKER AVE LOCAL ROADWAY 2616 1 12 4 1750 35 12 1618 1079 328 IL-7 MINOR ARTERIAL 593 3 12 1 1750 40 12 1619 1080 307 WEBER RD MINOR ARTERIAL 1130 2 12 4 1750 40 12 Dresden Generating Station K-118 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 1620 1081 1080 ROOT ST LOCAL ROADWAY 2413 1 12 4 1750 35 12 1621 1082 269 MIDLAND AVE COLLECTOR 1320 1 12 4 1750 35 12 1622 1082 1083 CAMPBELL ST LOCAL ROADWAY 1655 1 12 4 1575 35 12 1623 1083 222 REED ST LOCAL ROADWAY 526 1 12 4 1575 35 12 1624 1083 1082 CAMPBELL ST LOCAL ROADWAY 1655 1 12 4 1750 35 12 1625 1084 1079 MALL ENTRANCE LOCAL ROADWAY 485 1 12 4 1750 35 12 1626 1085 1071 THEODORE ST COLLECTOR 3061 1 12 0 1750 40 12 1627 1086 1085 ARBOR LN LOCAL ROADWAY 397 1 12 4 1750 35 12 1628 1087 940 GLENWOOD AVE MINOR ARTERIAL 470 2 12 4 1750 35 11 1629 1088 1087 REPUBLIC AVE LOCAL ROADWAY 1373 1 12 4 1750 35 11 1630 1089 941 GLENWOOD AVE MINOR ARTERIAL 710 2 12 4 1900 35 11 1631 1090 1089 MADISON ST LOCAL ROADWAY 1269 1 12 4 1750 35 11 1632 1091 287 INGALLS AVE COLLECTOR 638 1 12 4 1750 35 11 1633 1092 203 INGALLS AVE MINOR ARTERIAL 3593 2 12 4 1750 35 11 1634 1093 1092 BRENTWOOD PL COLLECTOR 2871 1 12 4 1575 35 11 1635 1094 329 CATON FARM RD MINOR ARTERIAL 820 1 12 0 1750 45 7 1636 1095 1096 WEBER RD MINOR ARTERIAL 749 2 12 4 1750 45 8 1637 1096 1097 WEBER RD MINOR ARTERIAL 4063 2 12 4 1750 45 8 1638 1097 1101 WEBER RD MINOR ARTERIAL 1491 2 12 4 1750 50 8 1639 1098 757 GAYLORD RD COLLECTOR 5315 1 12 4 1700 45 7 1640 1098 1097 DIVISION ST LOCAL ROADWAY 5674 1 12 4 1750 35 7 1641 1099 1096 PATRICK DR LOCAL ROADWAY 501 1 12 4 1750 35 8 1642 1100 1095 CATON WOOD LANE LOCAL ROADWAY 476 1 12 4 1750 35 8 Dresden Generating Station Evacuation Time Estimate K-119 KLD Engineering, P.C.Rev. 0 1643 1101 1103 WEBER RD MINOR ARTERIAL 3221 2 12 4 1750 45 8 1644 1102 1101 LONGMEADOW DR LOCAL ROADWAY 712 1 12 4 1750 35 8 1645 1103 756 WEBER RD MINOR ARTERIAL 667 2 12 4 1750 40 8 1646 1104 1103 SHOPPING CENTER LOCAL ROADWAY 747 1 12 4 1750 35 8 1647 1106 756 CR-36 COLLECTOR 3458 1 12 4 1750 50 8 1648 1107 1106 CARILLON LAKES DR LOCAL ROADWAY 780 1 12 4 1750 35 7 1649 1108 757 CR-36 COLLECTOR 2187 1 12 4 1700 50 7 1650 1109 1108 OLD RENWICK TRAIL LOCAL ROADWAY 417 1 12 4 1750 35 7 1651 1110 1109 OLD RENWICK TRAIL LOCAL ROADWAY 890 1 12 4 1575 35 7 1652 1111 1112 IL-59 MINOR ARTERIAL 1455 2 12 0 1750 35 6 1653 1112 338 IL-59 MINOR ARTERIAL 1487 2 12 0 1750 35 6 1654 1113 1111 SCHOOL ENTRANCE LOCAL ROADWAY 597 1 12 4 1750 35 6 1655 1114 1112 FORT BEGGS DR LOCAL ROADWAY 1790 1 12 4 1750 35 6 1656 1115 341 PLAINFIELD NAGERVILLE RD COLLECTOR 1026 1 12 4 1750 40 6 1657 1116 342 US-30 COLLECTOR 2551 1 12 4 1750 40 2 1658 1116 765 US-30 COLLECTOR 2639 1 12 4 1750 40 2 1659 1118 1119 VAN DYKE RD COLLECTOR 877 1 12 4 1750 45 6 1660 1119 1120 VAN DYKE RD COLLECTOR 723 1 12 4 1750 45 2 1661 1120 1121 VAN DYKE RD COLLECTOR 830 1 12 4 1700 45 2 1662 1121 1116 VAN DYKE RD COLLECTOR 923 1 12 4 1750 45 2 1663 1122 1119 JOHN ADAMS DR LOCAL ROADWAY 754 1 12 4 1750 35 2 1664 1123 1120 S WOOD FARM RD LOCAL ROADWAY 472 1 12 4 1750 35 2 1665 1124 903 ESSINGTON RD COLLECTOR 1228 1 12 4 1750 50 2 K-120 KID Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-120 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl) (mph) Number I 1666 1125 336 LILLY CACHE RD COLLECTOR 6157 1 12 4 1750 40 7 1667 1126 335 W FRONTAGE RD LOCAL ROADWAY 345 1 12 4 1750 35 7 1668 1127 1126 W FRONTAGE RD LOCAL ROADWAY 736 1 12 4 1575 35 7 1669 1128 330 HENNEPIN DR LOCAL ROADWAY 994 1 12 4 1750 35 7 1670 1129 293 HENNEPIN DR LOCAL ROADWAY 1197 1 12 4 1750 35 7 1671 1130 754 IL-59 MINOR ARTERIAL 2679 2 12 0 1750 40 6 1672 1131 753 RIVER RD LOCAL ROADWAY 2694 1 12 4 1575 35 6 1673 1131 1130 FRASER RD LOCAL ROADWAY 5311 1 12 4 1750 35 6 1674 1132 1130 FEENY RD LOCAL ROADWAY 2688 1 12 4 1750 35 6 1675 1133 737 IL-59 MINOR ARTERIAL 1522 2 12 0 1750 45 10 1676 1134 1133 VERMETT ST LOCAL ROADWAY 1850 1 12 4 1750 35 10 1677 1134 1161 PEBBLE BEACH DR LOCAL ROADWAY 1505 1 12 4 1750 35 10 1678 1135 728 DRAUDEN RD COLLECTOR 2540 1 12 4 1750 40 10 1679 1135 736 DRAUDEN RD COLLECTOR 2764 1 12 4 1750 40 10 1680 1136 1135 ARBOR GATE RD LOCAL ROADWAY 2289 1 12 4 1575 35 10 1681 1137 738 BRONK RD COLLECTOR 712 1 12 4 1700 40 10 1682 1137 1138 BRONK RD COLLECTOR 3483 1 12 4 1750 40 10 1683 1138 733 THEODORE ST COLLECTOR 2605 1 12 4 1750 45 10 1684 1138 1137 BRONK RD COLLECTOR 3484 1 12 4 1700 40 10 1685 1139 732 BRONK RD COLLECTOR 2661 1 12 4 1750 40 10 1686 1139 1138 BRONK RD COLLECTOR 2625 1 12 4 1750 40 10 1687 1140 733 IL-59 MINOR ARTERIAL 1604 2 12 0 1750 45 10 1688 1141 1140 DRIVEWAY LOCAL ROADWAY 976 1 12 4 1750 35 10 Dresden Generating Station Evacuation Time Estimate K-121 KLD Engineering, P.C.Rev. 0 1689 1142 1140 IL-59 MINOR ARTERIAL 2023 2 20 1750 45 10 1690 1143 1142 VERTIN BLVD LOCAL ROADWAY 1508 1 12 4 1750 35 10 1691 1144 119 IL-59 MINOR ARTERIAL 1344 2 12 4 1750 45 10 1692 1145 1144 IL-59 MINOR ARTERIAL 2263 2 12 4 1750 50 19 1693 1147 1144 SCHOOLHOUSE RD LOCAL ROADWAY 720 1 12 4 1750 35 10 1694 1149 365 TERRY DR MINOR ARTERIAL 1375 2 12 4 1750 40 19 1695 1150 366 REEVES RD COLLECTOR 889 2 12 4 1750 40 19 1696 1151 348 DRIVEWAY LOCAL ROADWAY 499 1 12 4 1750 35 12 1697 1152 117 RAVEN RD COLLECTOR 1655 1 12 4 1700 40 10 1698 1153 118 BROOKSHORE DR COLLECTOR 805 1 12 4 1750 40 10 1699 1154 733 THEODORE ST MINOR ARTERIAL 1677 1 12 4 1750 45 10 1700 1155 731 BLACK RD COLLECTOR 903 2 12 4 1750 40 10 1701 1156 1155 DRIVEWAY LOCAL ROADWAY 640 1 12 4 1750 35 10 1702 1157 732 BLACK RD COLLECTOR 2303 2 12 4 1750 40 10 1703 1158 1157 DRIVEWAY LOCAL ROADWAY 727 1 12 4 1750 35 10 1704 1159 1154 WESTHAMPTON DR LOCAL ROADWAY 1660 1 12 4 1575 35 10 1705 1160 1154 BRIGHTON LN LOCAL ROADWAY 2466 1 12 4 1575 35 10 1706 1161 737 CATON FARM RD MINOR ARTERIAL 1621 2 12 0 1750 45 10 1707 1162 750 CR-36 COLLECTOR 135 1 12 4 675 15 6 1708 1163 753 CR-36 COLLECTOR 4308 1 12 4 1700 45 6 1709 1163 1164 DRAUDEN RD COLLECTOR 182 1 12 4 675 15 6 1710 1164 751 DRAUDEN RD COLLECTOR 2036 1 12 3 1700 45 6 1711 1165 339 LOCKPORT COLLECTOR 370 1 12 4 1750 25 6 K-122 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-122 K.D Engineering, P.C.Rev. 0 1713 1167 1166 LOCKPORT COLLECTOR 414 1 24 1750 256 1714 1168 720 CR-li COLLECTOR 1222 1 12 4 1700 55 18 1715 1169 1168 MIDPOINT RD LOCAL ROADWAY 996 1 12 4 1750 35 18 1716 1170 1171 PROLOGIS PKWY COLLECTOR 2348 1 16 4 1750 45 17 1717 1171 394 IL-47 COLLECTOR 3253 1 12 2 1700 60 17 1718 1172 1173 IL-47 COLLECTOR 2313 1 12 2 1700 60 17 1719 1173 690 IL-47 COLLECTOR 1716 1 12 2 1700 55 17 1720 1174 741 CR-11 COLLECTOR 13142 1 12 2 1700 55 5 1721 1175 726 CR-23 MINOR ARTERIAL 2598 2 12 10 1750 50 5 1722 1175 735 CR-23 COLLECTOR 2790 1 12 7 1750 50 5 1723 1176 761 IL-126 COLLECTOR 973 1 12 3 1700 50 5 1724 1177 725 THEODORE ST COLLECTOR 1547 1 12 0 1750 45 5 1725 1177 727 THEODORE ST MINOR ARTERIAL 3868 2 12 0 1900 45 5 1726 1178 1179 CHICAGO RD LOCAL ROADWAY 1435 1 8 0 1700 45 4 1727 1179 1180 CHICAGO RD LOCAL ROADWAY 340 1 10 0 1125 25 4 1728 1180 1181 CHICAGO RD LOCAL ROADWAY 4304 1 10 0 1700 50 4 1729 1181 1182 CHICAGO RD LOCAL ROADWAY 713 1 10 0 1350 30 4 1730 1182 1183 CHICAGO RD LOCAL ROADWAY 1725 1 10 0 1700 45 4 1731 1183 1184 CHICAGO RD LOCAL ROADWAY 2477 1 10 0 1700 50 4 1732 1184 106 CHICAGO RD LOCAL ROADWAY 4403 1 10 0 1700 50 17 1733 1184 691 IL-47 COLLECTOR 6386 1 12 2 1700 60 4 1734 1185 1178 CHICAGO RD LOCAL ROADWAY 4278 1 8 0 1700 45 4 K-123 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-123 KLD Engineering, P.C.Rev. 0 1735~~~~Sauato 116 64FR8COLCOR 45e310 1736 Down18 C- 1 MINOR Shoulder Flow Flow0 1737 1188 725 CR-11 MINOR ARTERIAL 2698 2 12 1 1750 50 5 1738 1189 1188 LAKEWOOD PRAIRIE BLVD COLLECTOR 1739 1 16 5 1750 35 5 1739 1190 1188 VAN DYKE RD COLLECTOR 2321 1 12 0 1750 35 5 1740 1191 1192 W SEIL RD COLLECTOR 819 1 10 0 1700 40 19 1741 1192 724 W SEIL RD COLLECTOR 5018 1 12 0 1700 50 19 1742 1193 1194 COUNTY FARM RD LOCAL ROADWAY 498 1 11 1 1575 35 19 1743 1194 1195 COUNTY FARM RD LOCAL ROADWAY 2408 1 11 1 1750 40 19 1744 1195 1196 IL-59 MINOR ARTERIAL 1087 2 12 1 1900 50 19 1745 1195 1205 IL-59 MINOR ARTERIAL 410 2 12 0 1900 45 19 1746 1196 1145 IL-59 MINOR ARTERIAL 627 2 12 1 1900 50 19 1747 1199 16 1-55 FREEWAY 1662 3 12 10 2250 75 19 1748 1199 1200 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 901 1 14 5 1700 45 19 1749 1199 1203 1-55 FREEWAY 2761 4 12 10 2250 75 19 1750 1200 1201 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 416 1 14 5 1700 45 19 1751 1201 1204 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 707 1 14 5 1700 45 19 1752 1202 1199 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 1442 1 14 5 1700 45 19 1753 1203 17 1-55 FREEWAY 791 4 12 10 2250 75 19 1754 1203 1199 1-55 FREEWAY 2761 4 12 10 2250 75 19 1755 1204 1205 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 594 1 14 5 1700 45 19 1756 1205 1195 IL-59 MINOR ARTERIAL 359 2 12 0 1750 45 19 1757 1205 1206 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 548 1 14 5 1700 45 19 K-124 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-124 KLD Engineering, P.C.Rev. 0 1758 1206 1202 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 411 1 45 1700 4519 1759 1207 1145 AMENDODGE DR COLLECTOR 1387 1 16 2 1575 35 19 1760 1208 104 CR-2 COLLECTOR 18582 1 11 0 1700 50 18 1761 1209 663 CR-3 MINOR ARTERIAL 4762 2 12 0 1900 50 18 1762 1209 665 CR-3 MINOR ARTERIAL 5306 2 12 0 1750 50 18 1763 1210 1209 MCLINDEN RD COLLECTOR 1574 1 12 0 1750 50 18 1764 1211 1210 MCLINDEN RD COLLECTOR 3699 1 11 0 1700 50 18 1765 1212 665 CR-3 COLLECTOR 1514 1 12 0 1750 40 18 1766 1213 667 CR-5 COLLECTOR 2692 1 12 1 1750 50 18 1767 1213 1211 E BRANNICK RD LOCAL ROADWAY 5345 1 10 0 1700 45 18 1768 1214 1213 CR-5 COLLECTOR 3294 1 12 2 1700 50 18 1769 1215 1214 MISTY CREEK DR COLLECTOR 674 1 16 0 1750 50 18 1770 1216 1214 MISTY CREEK RD COLLECTOR 1081 1 16 0 1750 35 18 1771 1217 350 YELLOW PINE DR MINOR ARTERIAL 595 2 12 0 1750 40 18 1772 1218 1217 YELLOW PINE DR MINOR ARTERIAL 772 2 12 3 1900 40 18 1773 1219 1220 SOUTH CAMPUS DR LOCAL ROADWAY 683 1 16 0 1750 25 18 1774 1220 351 US-6 COLLECTOR 1909 1 12 2 1750 50 18 1775 1221 351 S BELL RD LOCAL ROADWAY 795 1 12 0 1750 40 18 1776 1222 354 US-6 MINOR ARTERIAL 532 2 12 0 1750 45 19 1777 1223 354 S TRYON ST COLLECTOR 1255 1 12 0 1750 35 19 1778 1224 666 MCEVILLY RD COLLECTOR 2627 1 12 1 1750 40 18 1779 1224 667 MCEVILLY RD COLLECTOR 2655 1 12 1 1750 40 18 1780 1224 1226 S WABENA AVE COLLECTOR 4298 1 12 0 1575 35 18 Dresden Generating Station Evacuation Time Estimate K-125 KLD Engineering, P.C.Rev. 0 1782 1225 721 HOLT RD LOCAL ROADWAY 2665 1 11 0 1700 55 18 1783 1226 1225 N WABENA RD COLLECTOR 3648 1 11 0 1700 50 18 1784 1227 666 MCEVILLY RD COLLECTOR 1971 1 12 1 1750 40 18 1785 1227 668 MCEVILLY RD COLLECTOR 2030 1 12 1 1700 40 19 1786 1228 355 NAVAJO DR COLLECTOR 626 1 12 0 1750 50 19 1787 1229 358 S FRONTAGE RD COLLECTOR 477 1 12 2 1575 35 19 1788 1230 910 E FRONTAGE RD COLLECTOR 545 1 12 2 1700 45 19 1789 1231 362 W MCCLINTOCK RD COLLECTOR 271 1 12 0 1750 30 19 1790 1232 1231 W MCCLINTOCK RD COLLECTOR 1400 1 12 0 1575 35 19 1791 1233 1232 W MCCLINTOCK RD COLLECTOR 3059 1 12 0 1575 35 19 1792 1234 1233 W MCCLINTOCK RD COLLECTOR 3875 1 12 0 1575 35 19 1793 1235 1234 S THOMAS DILLON DR COLLECTOR 2592 1 11 0 1700 45 19 1794 1236 361 US-6 COLLECTOR 4747 1 12 8 1700 55 19 1795 1237 349 CR-5 COLLECTOR 2216 1 12 1 1750 45 18 1796 1238 1239 CEMETERY RD LOCAL ROADWAY 458 1 11 0 1350 30 24 1797 1239 541 CEMETERY RD LOCAL ROADWAY 2532 1 11 0 1700 45 24 1798 1240 542 CEMETERY RD LOCAL ROADWAY 1061 1 11 0 1700 45 24 1799 1240 651 TABLER RD COLLECTOR 308 1 11 0 1350 30 24 1800 1241 374 TABLER RD COLLECTOR 3436 1 11 0 1700 30 24 1801 1242 636 E BENTON ST COLLECTOR 451 1 12 1 1750 30 23 1802 1244 401 E NORTH ST COLLECTOR 670 1 12 1 1750 30 23 1803 1244 1250 PINE ST COLLECTOR 301 1 12 1 1350 30 23 Dresden Generating Station Evacuation Time Estimate K-126 KLD Engineering, P.C.Rev. 0 Up Don.Ln S hole Flo Flow..1804 1245 638 MAIN ST COLLECTOR 667 1 12 1 1350 30 23 1805 1246 1244 E NORTH ST COLLECTOR 1339 1 12 1 1350 30 23 1806 1247 1245 MAIN ST COLLECTOR 1328 1 12 1 1350 30 23 1807 1248 1246 E NORTH ST COLLECTOR 1279 1 12 1 1350 30 23 1808 1249 1250 E JACKSON ST COLLECTOR 1968 1 12 1 1350 30 23 1809 1250 1245 PINE ST COLLECTOR 677 1 12 1 1350 30 23 1810 1250 1251 E JACKSON ST COLLECTOR 686 1 12 1 1350 30 23 1811 1251 401 IL-47 MINOR ARTERIAL 316 2 12 1 1750 35 23 1812 1251 633 E JACKSON ST COLLECTOR 597 1 12 1 1750 30 23 1813 1251 1259 IL-47 MINOR ARTERIAL 319 2 12 1 1900 35 23 1814 1252 403 W ILLINOIS AVE COLLECTOR 2013 1 12 1 1750 30 23 1815 1253 624 LIBERTY ST COLLECTOR 339 1 12 1 1750 30 23 1816 1253 1254 E ILLINOIS AVE COLLECTOR 666 1 12 1 1350 30 23 1817 1254 1255 FULTON ST COLLECTOR 341 1 12 1 1350 30 23 1818 1255 1256 FULTON ST COLLECTOR 327 1 12 1 1350 30 23 1819 1256 627 FULTON ST COLLECTOR 332 1 12 1 1350 30 23 1820 1257 402 E WASHINGTON ST COLLECTOR 2004 1 12 1 1750 30 23 1821 1257 1252 W ILLINOIS AVE COLLECTOR 384 1 12 1 1350 30 23 1822 1258 639 FULTON ST COLLECTOR 334 1 12 1 1350 30 23 1823 1259 626 CR-2 COLLECTOR 603 1 12 1 1750 30 23 1824 1259 638 IL-47 MINOR ARTERIAL 335 2 12 1 1900 35 23 1825 1259 1251 IL-47 MINOR ARTERIAL 320 2 12 1 1900 35 23 1826 1260 400 IL-47 MINOR ARTERIAL 333 2 12 1 1750 35 23 Dresden Generating Station K-127 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up-~~ Don Lae Soudr Flw Fo 1827 1260 401 IL-47 MINOR ARTERIAL 349 2 21 1750 35 23 1828 1260 635 CHAPIN ST COLLECTOR 602 1 12 1 1750 30 23 1829 1261 636 LIBERT ST COLLECTOR 2226 1 12 1 1750 30 23 1830 1261 643 W HIGH ST COLLECTOR 1180 1 12 1 1350 30 23 1831 1262 640 LISBON ST COLLECTOR 361 1 10 0 1350 30 23 1832 1263 1264 E HIGH ST COLLECTOR 657 1 12 1 1350 30 23 1833 1264 616 E HIGH ST COLLECTOR 674 1 12 1 1750 30 23 1834 1265 629 CR-2 COLLECTOR 2712 1 12 4 1700 45 23 1835 1266 631 OLD STAGE RD COLLECTOR 772 1 12 1 1700 45 22 1836 1266 1281 CR-2 COLLECTOR 3360 1 12 2 1700 50 22 1837 1267 623 EDGEWATER DR COLLECTOR 805 1 12 0 1750 30 22 1838 1268 622 LAKEWOOD DR COLLECTOR 1488 1 12 1 1750 30 23 1839 1269 621 UNION ST COLLECTOR 3420 1 12 2 1750 30 23 1840 1271 617 US-6 MINOR ARTERIAL 406 2 12 1 1750 35 23 1841 1271 619 US-6 COLLECTOR 1410 1 12 1 1750 35 23 1842 1272 1273 GEORGE STREET COLLECTOR 1052 1 12 0 1350 30 23 1843 1272 1274 GEORGE STREET COLLECTOR 616 1 12 0 1350 30 23 1844 1273 618 GEORGE STREET COLLECTOR 434 1 12 0 1750 30 23 1845 1273 1272 GEORGE STREET COLLECTOR 1052 1 12 0 1350 30 23 1846 1274 647 CR-27 COLLECTOR 1470 1 12 4 1575 35 23 1847 1274 1272 GEORGE STREET COLLECTOR 616 1 12 0 1350 30 23 1848 1275 383 GREEN ACRES DR COLLECTOR 812 1 12 1 1750 25 23 1849 1276 383 US-6 COLLECTOR 668 1 12 2 1750 45 23 K-128 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-128 KLD Engineering, P.C.Rev. 0 1850 1277 1276 SHOPPING CENTER COLLECTOR 552 1 1212750 2523 1851 1278 382 SHOPPING CENTER COLLECTOR 765 1 12 1 1750 25 23 1852 1279 1280 GORE RD COLLECTOR 5149 1 11 0 1750 35 22 1853 1280 648 SARATOGA RD COLLECTOR 5378 1 11 0 1750 45 22 1854 1281 648 CR-2 COLLECTOR 5286 1 12 2 1750 50 22 1855 1281 1266 CR-2 COLLECTOR 3360 1 12 2 1750 50 22 1856 1281 1302 STOCKDALE RD LOCAL ROADWAY 10512 1 11 0 1700 45 22 1857 1282 381 US-6 COLLECTOR 1681 1 12 2 1700 45 23 1858 1284 374 TABLER RD COLLECTOR 2623 1 11 0 1700 50 18 1859 1284 657 TABLER RD COLLECTOR 2816 1 11 0 1700 50 18 1860 1285 683 CR-27 COLLECTOR 543 1 12 2 1750 40 16 1861 1286 1287 CR-27 COLLECTOR 9955 1 12 4 1700 50 16 1862 1287 1288 CR-27 COLLECTOR 2603 1 12 1 1700 40 16 1863 1288 1289 CR-27 COLLECTOR 637 1 12 0 1575 35 16 1864 1289 1290 CR-27 COLLECTOR 708 1 12 0 1575 35 16 1865 1290 110 CR-27 COLLECTOR 2203 1 12 0 1700 40 16 1866 1291 644 GUN CLUB RD COLLECTOR 6529 1 12 0 1700 45 24 1867 1292 105 US-52 COLLECTOR 7961 1 12 1 1750 60 17 1868 1293 1292 ASHLEY RD LOCAL ROADWAY 13399 1 10 0 1750 50 17 1869 1294 1293 ASHLEY RD LOCAL ROADWAY 5269 1 10 0 1700 50 17 1870 1295 1046 GORE RD COLLECTOR 683 1 12 1 1575 35 23 1871 1295 1296 GORE RD COLLECTOR 1242 1 12 1 1750 35 23 1872 1296 1295 GORE RD COLLECTOR 1242 1 12 1 1700 35 23 Dresden Generating Station Evacuation Time Estimate K-129 KLD Engineering, P.C.Rev. 0 U- Down -L________________________

..S anei ASho le Flo Flow Strea Strea Legt No. of Widt Sit Rat Spe Gri 1873 1296 1297 GORE RD COLLECTOR 748 1 12 1 1350 35 23 1874 1297 1296 GORE RD COLLECTOR 748 1 12 1 1750 35 23 1875 1297 1300 GORE RD COLLECTOR 800 1 12 1 1350 35 23 1876 1299 1296 MENARDS SHOP CTR LOCAL ROADWAY 666 1 12 0 1750 25 23 1877 1300 398 GORE RD COLLECTOR 1320 1 12 1 1750 35 23 1878 1300 1297 GORE RD COLLECTOR 801 1 12 1 1575 35 23 1879 1301 1300 MENARDS SHOP CTR LOCAL ROADWAY 565 1 12 0 1125 25 23 1880 1302 1303 NETTLE SCHOOL RD LOCAL ROADWAY 543 1 11 0 1700 45 22 1881 1303 1304 W BLUFF RD LOCAL ROADWAY 3564 1 11 0 1700 50 22 1882 1304 1305 W BLUFF RD LOCAL ROADWAY 3744 1 11 0 1700 50 22 1883 1305 895 W BLUFF RD LOCAL ROADWAY 4502 1 11 0 1700 50 22 1884 1307 403 IL-47 MINOR ARTERIAL 532 2 12 4 1750 45 23 1885 1307 404 IL-47 MINOR ARTERIAL 4422 2 12 4 1750 45 29 1886 1308 494 S CARBON HILL RD COLLECTOR 5526 1 11 0 1750 50 30 1887 1308 496 S CARBON HILL RD COLLECTOR 5052 1 11 0 1750 50 30 1888 1309 405 E SOUTHMOR RD COLLECTOR 7932 1 12 0 1750 40 29 1889 1310 405 IL-47 MINOR ARTERIAL 1836 2 12 4 1750 45 29 1890 1310 406 IL-47 COLLECTOR 8723 1 12 2 1700 60 29 1891 1311 430 CR-9 COLLECTOR 2634 1 .12 2 1700 60 29 1892 1312 1018 IL-47 MINOR ARTERIAL 1273 2 12 8 1900 50 35 1893 1314 1315 LORENZO RD COLLECTOR 1165 1 12 1 1700 45 25 1894 1315 1492 LORENZO RD MINOR ARTERIAL 2137 2 12 1 1750 60 25 1895 1316 1317 CR-8000 E LOCAL ROADWAY 6549 1 12 1 1700 50 24 Dresden Generating Station Evacuation Time Estimate K-130 KLD Engineering, P.C.Rev. 0 Up Don Lae Soudr Flw Fo 1896 1317 412 CR-8000 E LOCAL ROADWAY 8731 1 22 1700 5524 1897 1318 1221 S BELL RD LOCAL ROADWAY 1239 1 12 0 1575 35 18 1898 1319 1318 S BELL RD LOCAL ROADWAY 1491 1 12 0 1575 35 24 1899 1320 1009 IL-47 MINOR ARTERIAL 1178 2 12 8 1900 55 35 1900 1321 1320 E NORTHBROOK DR COLLECTOR 614 1 12 0 1750 30 35 1901 1322 1320 W NORTHBROOK DR COLLECTOR 429 1 12 0 1750 30 35 1902 1323 1016 IL-47 COLLECTOR 1410 1 12 2 1700 40 41 1903 1325 30 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 483 1 14 6 1350 30 25 1-55 OFF-RAMP TO ARSENAL 1904 1326 1327 RD FREEWAY RM 852 2 12 6 1900 50 25 RD FREEWAY RAMP 1905 1327 1328 1-5:3 LUrr-rKfi r 1 U Mr'..)CJ/-L RD 1186 2 12 6 1900 50 25 FREEWAY RAMP 1-55 OFF-RAMP TO ARSENAL 1906 1328 1329 RD FREEWAY RM 868 2 12 6 1900 45 25 RD FREEWAY RAMP 1-55 OFF-RAMP TO ARSENAL 1907 1329 1330 RD FREEWAY RM 967 2 12 6 1900 50 25 RD FREEWAY RAMP 1-55 OFF-RAMP TO ARSENAL 1908 1330 605 RD FREEWAY RM 612 2 12 6 1900 55 25 RD FREEWAY RAMP 1909 1331 29 1-55 FREEWAY 7675 2 12 10 2250 75 25 1910 1331 1336 1-55 FREEWAY 6781 2 12 10 2250 75 25 1-55 SB ON-RAMP FROM W 1911 1332 1336 FRONTAGR FE A M 1558 1 15 6 1700 50 25 FRONTAGE RD FREEWAY RAMP 1912 1332 1342 W FRONTAGE RD COLLECTOR 1226 1 12 4 1700 50 25 1913 1332 1343 S FRONTAGE RD COLLECTOR 353 1 12 3 1125 25 25 1914 1333 1343 S FRONTAGE RD COLLECTOR 2689 1 12 3 1700 50 25 Dresden Generating Station Evacuation Time Estimate K-131 KLD Engineering, P.C.Rev. 0 1915 1333 1351 S FRONTAGE RD COLLECTOR 1076 1 23 1700 5025 1916 1334 1337 E FRONTAGE RD COLLECTOR 514 1 12 4 1700 50 25 1917 1335 1340 E FRONTAGE RD COLLECTOR 836 1 12 4 1700 50 25 1918 1336 28 1-55 FREEWAY 1924 2 12 10 2250 70 25 1919 1336 1331 1-55 FREEWAY 6781 2 12 10 2250 75 25 1-55 NB OFF-RAMP TO 1920 1336 1341 ARSENA RFEARAMP 845 1 15 6 1700 50 25 ARSENAL RD FREEWAY RAMP 1921 1337 1338 E FRONTAGE RD COLLECTOR 866 1 12 4 1700 50 25 1922 1338 1339 E FRONTAGE RD COLLECTOR 766 1 12 4 1700 50 25 1923 1339 605 E FRONTAGE RD COLLECTOR 318 1 12 4 1700 50 25 1924 1340 1334 E FRONTAGE RD COLLECTOR 704 1 12 4 1700 50 25 1-55 NB OFF-RAMP TO 1925 1341 1350 ARSENA RFEARAMP 372 1 15 6 1700 50 25 ARSENAL RD FREEWAY RAMP 1926 1342 608 W FRONTAGE RD COLLECTOR 933 1 12 4 1700 50 25 1927 1342 1332 W FRONTAGE RD COLLECTOR 1223 1 12 4 1700 50 25 1928 1343 1332 S FRONTAGE RD COLLECTOR 360 1 12 3 1125 25 25 1929 1343 1333 S FRONTAGE RD COLLECTOR 2684 1 12 3 1700 50 25 1930 1344 573 ARSENAL RD MINOR ARTERIAL 841 2 12 6 1900 50 19 1931 1344 606 ARSENAL RD MINOR ARTERIAL 1472 2 12 2 1900 55 19 1932 1344 1345 W FRONTAGE RD COLLECTOR 686 1 12 3 1700 50 19 1933 1345 1344 W FRONTAGE RD COLLECTOR 686 2 12 3 1750 50 19 1934 1345 1346 W FRONTAGE RD COLLECTOR 482 1 12 3 1700 45 19 1935 1346 607 W FRONTAGE RD COLLECTOR 939 1 12 4 1700 50 19 1936 1346 1345 W FRONTAGE RD COLLECTOR 479 1 12 3 1700 45 19 Dresden Generating Station Evacuation Time Estimate K-132 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 1937 1347 1348 1-55 NB ON-RAMP FROM ARSENAL RD 785 1 15 6 1700 45 25 FREEWAY RAMP 1-55 NB ON-RAMP FROM 1938 1348 1349 ARSENA RD FREA 1034 1 15 6 1700 45 25 ARSENAL RD FREEWAY RAMP 1939 1349 28 1-55 NBON-RAMP FROM 723 1 15 6 1700 45 25 ARSENAL RD FREEWAY RAMP 1-55 NB OFF-RAMP TO 1940 1350 1328 ARSENA RFEARAMP 424 1 15 6 1700 50 25 ARSENAL RD FREEWAY RAMP 1941 1351 609 S FRONTAGE RD COLLECTOR 3423 1 12 0 1700 60 25 1942 1351 1333 S FRONTAGE RD COLLECTOR 1076 1 12 3 1700 50 25 1943 1352 1353 S FRONTAGE RD COLLECTOR 2650 1 12 0 1700 50 19 1944 1353 675 S FRONTAGE RD COLLECTOR 824 1 12 0 1700 50 19 1945 1354 905 E FRONTAGE RD COLLECTOR 843 1 12 0 1700 50 19 1946 1355 20 1-55 FREEWAY 5138 3 12 10 2250 75 19 1947 1355 21 1-55 FREEWAY 4109 2 12 10 2250 75 19 1948 1356 606 EXXONMOBIL ACCESS COLLECTOR 857 1 12 1 1125 25 25 1949 1357 1358 EXXONMOBIL ACCESS COLLECTOR 786 1 12 2 1350 30 25 1950 1358 605 ARSENAL RD MINOR ARTERIAL 1507 2 12 2 1900 60 25 1951 1358 1359 ARSENAL RD MINOR ARTERIAL 862 2 12 0 1900 60 25 1952 1359 606 ARSENAL RD COLLECTOR 800 1 12 0 1700 55 25 1953 1359 1358 ARSENAL RD MINOR ARTERIAL 862 2 12 2 1900 60 25 1954 1360 1362 CR-117 MINOR ARTERIAL 4769 2 12 8 1900 55 19 1955 1361 1360 EXXONMOBIL ACCESS COLLECTOR 511 1 15 0 1125 25 19 1956 1362 574 CR-117 MINOR ARTERIAL 5251 2 12 8 1750 60 19 Dresden Generating Station Evacuation Time Estimate K-133 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpI) (mph) Numberý1 1957 1363 570 CR-117 COLLECTOR 4280 1 12 0 1750 55 20 1958 1364 1540 SMITH RD COLLECTOR 2506 1 12 0 1700 60 21 1959 1365 867 S GOUGAR RD COLLECTOR 3929 1 12 0 1575 35 21 1960 1366 1364 SMITH RD COLLECTOR 4706 1 15 0 1700 50 21 1961 1367 865 S GOUGAR RD COLLECTOR 416 1 10 0 1700 45 21 1962 1368 864 US-52 COLLECTOR 2839 1 12 0 1700 60 21 1963 1368 865 US-52 COLLECTOR 2519 1 12 0 1700 60 21 1964 1369 871 US-52 COLLECTOR 2568 1 12 1 1575 35 21 1965 1369 872 US-52 COLLECTOR 5653 1 12 1 1700 60 27 1966 1370 877 W NORTH ST COLLECTOR 2682 1 12 0 1700 50 21 1967 1371 861 W DELANEY RD LOCAL ROADWAY 1146 1 11" 0 1700 50 20 1968 1372 858 CR-74 COLLECTOR 5323 1 12 2 1750 60 21 1969 1373 1372 CHERRY HILL RD LOCAL ROADWAY 1180 1 12 1 1750 40 20 1970 1374 1372 CHERRY HILL RD LOCAL ROADWAY 1345 1 12 1 1750 40 20 1971 1375 797 MILLS RD LOCAL ROADWAY 642 1 12 0 1750 25 20 1972 1376 868 S RIDGE RD LOCAL ROADWAY 5249 1 9 0 1700 50 20 1973 1377 801 CENTERPOINT WAY MINOR ARTERIAL 1071 2 12 0 1900 50 19 1974 1378 1377 CENTERPOINT WAY MINOR ARTERIAL 1054 2 12 0 1750 50 19 1975 1379 1378 CENTERPOINT WAY MINOR ARTERIAL 1213 2 12 0 1900 45 19 1976 1380 807 CENTERPOINT WAY COLLECTOR 5161 1 12 0 1700 50 20 1977 1381 1380 CENTERPOINT WAY COLLECTOR 1438 1 12 0 1750 50 20 1978 1382 800 CENTERPOINT WAY LOCAL ROADWAY 1280 1 12 0 1750 45 19 1979 1383 1377 LOGISTRICS DR LOCAL ROADWAY 807 1 12 0 1750 25 19 K-134 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-134 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpI) (mph) Number! BASELINE RD 0 6 .1981 1385 568 W MISSISSIPPI AVE LOCAL ROADWAY 1613 1 12 0 1575 35 26 1982 1385 1387 S ST LOUIS ST LOCAL ROADWAY 632 1 12 0 1350 30 26 1983 1386 583 N CHICAGO ST LOCAL ROADWAY 1526 1 12 0 1350 30 26 1984 1387 568 IL-53 MINOR ARTERIAL 1482 2 12 4 1900 55 26 1985 1388 578 KANKAKEE ST MINOR ARTERIAL 650 2 12 1 1900 50 25 1986 1389 600 WALTER STRAWN DR COLLECTOR 3369 1 12 1 1700 50 26 1987 1390 883 US-52 COLLECTOR 10723 1 12 1 1700 60 27 1988 1391 562 E KANKAKEE RIVER DR LOCAL ROADWAY 2530 1 11 1 1750 45 25 1989 1392 560 IL-53 MINOR ARTERIAL 952 2 12 4 1900 55 25 1990 1392 561 IL-53 COLLECTOR 1710 1 12 4 1750 55 25 1991 1393 557 HOFF RD COLLECTOR 3616 1 15 0 1750 50 26 1992 1394 563 IL-53 COLLECTOR 879 1 12 3 1575 35 32 1993 1394 1395 IL-53 COLLECTOR 1284 1 12 3 1575 35 31 1994 1395 531 IL-53 COLLECTOR 1902 1 14 0 1575 35 31 1995 1395 1394 IL-53 COLLECTOR 1283 1 12 3 1575 35 31 1996 1396 531 N KANKAKEE ST COLLECTOR 352 1 12 0 1350 30 31 1997 1396 1397 N KANKAKEE ST COLLECTOR 303 1 12 0 1350 30 31 1998 1397 567 N KANKAKEE ST COLLECTOR 956 1 12 0 1350 35 31 1999 1397 1396 N KANKAKEE ST COLLECTOR 303 1 12 0 1350 30 31 2000 1398 530 N WATER ST LOCAL ROADWAY 1573 1 12 0 1750 35 31 2001 1398 567 CHICAGO ST LOCAL ROADWAY 639 1 12 0 1575 35 25 2002 1399 566 N KANKAKEE ST COLLECTOR 2042 1 12 0 1575 35 25 Dresden Generating Station Evacuation Time Estimate K-135 KLD Engineering, P.C.Rev. 0 Strea Strea Lengt No of Wit Wit Rat Spe Gri 2003 1399 567 N KANKAKEE ST COLLECTOR 2663 1 12 0 1575 35 25 2004 1400 529 W KAHLER RD COLLECTOR 2314 1 12 0 1750 35 31 2005 1401 519 IL-102 COLLECTOR 2224 1 12 1 1700 55 32 2006 1402 1403 IL-102 COLLECTOR 3129 1 12 1 1700 55 32 2007 1403 970 IL-102 COLLECTOR 4883 1 12 1 1700 55 32 2008 1404 1503 IL-113 COLLECTOR 1005 1 12 1 1700 60 38 2009 1405 971 IL-113 COLLECTOR 3888 1 12 1 1700 60 38 2010 1407 532 N 1ST ST COLLECTOR 1608 1 12 0 1750 35 31 2011 1408 533 W RIVER RD COLLECTOR 2379 1 12 2 1700 50 31 2012 1408 596 W RIVER RD COLLECTOR 2939 1 12 2 1700 60 31 2013 1409 447 IL-53 COLLECTOR 6053 1 12 1 1700 60 31 2014 1409 1445 IL-53 COLLECTOR 1374 1 12 1 1700 40 31 2015 1410 438 S BERTA RD LOCAL ROADWAY 1251 1 12 0 1750 35 30 2016 1411 439 IL-113 COLLECTOR 795 1 13 0 1750 35 30 2017 1412 1411 GARFIELD ST LOCAL ROADWAY 888 1 12 0 1750 30 30 2018 1413 439 BROADWAY ST LOCAL ROADWAY 2667 1 12 0 1750 30 30 2019 1414 440 IL-113 COLLECTOR 2822 1 13 0 1750 45 30 2020 1415 503 WHITETIE RD LOCAL ROADWAY 7873 1 10 0 1700 50 30 2021 1416 1415 WHITETIE RD LOCAL ROADWAY 2677 1 10 0 1700 45 30 2022 1417 1001 CR-17 COLLECTOR 1233 1 12 8 1575 35 41 2023 1418 1030 CR-28 COLLECTOR 14800 1 11 0 1700 60 45 2024 1419 1029 IL-115 COLLECTOR 2005 1 12 1 1700 45 44 2025 1420 1031 CR-12 COLLECTOR 5299 1 12 0 1700 40 44 Dresden Generating Station Evacuation Time Estimate K-136 KLD Engineering, P.C.Rev. 0 Up-~~~~~ Don Lan Shudr Flw Fo 2026 1422 1423 CR-3 COLLECTOR 2154 1 10 1700 6042 2027 1423 1424 CR-3 COLLECTOR 1092 1 11 0 1700 45 42 2028 1424 999 CR-3 COLLECTOR 2509 1 11 0 1700 60 42 2029 1425 464 CR-15 COLLECTOR 2643 1 10 0 1700 50 36 2030 1426 1425 CR-15 COLLECTOR 5129 1 12 0 1700 55 36 2031 1427 1426 CR-15 COLLECTOR 1834 1 12 0 1575 35 36 2032 1428 995 IL-17 COLLECTOR 1580 1 12 1 1700 55 37 2033 1429 1428 CR-31 COLLECTOR 10709 1 10 0 1700 50 37 2034 1430 887 CR-41 COLLECTOR 11052 1 11 0 1700 60 37 2035 1431 411 CR-29 COLLECTOR 15633 1 12 1 1700 60 35 2036 1432 409 REED RD COLLECTOR 4572 1 10 1 1700 45 29 2037 1433 495 REED RD COLLECTOR 4885 1 10 1 1750 50 30 2038 1434 1433 REED RD COLLECTOR 1298 1 10 1 1350 30 30 2039 1435 1434 REED RD COLLECTOR 1847 1 10 1 1700 50 30 2040 1436 1435 REED RD COLLECTOR 5326 1 10 1 1700 50 30 2041 1437 411 IL-47 COLLECTOR 10553 1 12 1 1700 60 35 2042 1438 489 US-66 COLLECTOR 2595 1 11 0 1750 50 36 2043 1439 480 BRAIDWOOD PLANT ACCESS LOCAL ROADWAY 924 1 16 0 1125 25 31 2044 1440 487 US-66 COLLECTOR 1998 1 11 0 1700 60 31 2045 1440 1442 US-66 COLLECTOR 3945 1 11 0 1700 50 31 2046 1442 476 US-66 COLLECTOR 2159 1 11 0 1750 50 31 2047 1442 1440 US-66 COLLECTOR 3945 1 11 0 1700 50 31 2048 1443 429 IL-129 COLLECTOR 1843 1 12 1 1700 60 31 Dresden Generating Station Evacuation Time Estimate K-137 KLD Engineering, P.C.Rev. 0 Up-~~ Don ae SoleSlw Fo Stra Stra Legt No.fWit idh Rt Sped Gi 2049 1443 446 IL-129 COLLECTOR 5306 1 21 1750 60 31 2050 1445 533 IL-53 COLLECTOR 421 1 12 1 1700 40 31 2051 1445 1409 IL-53 COLLECTOR 1361 1 12 1 1700 40 31 2052 1446 1445 W STRIP MINE RD LOCAL ROADWAY 316 1 11 0 1700 55 31 2053 1447 1446 W STRIP MINE RD LOCAL ROADWAY 3911 1 11 0 1700 55 31 2054 1448 423 WILL RD LOCAL ROADWAY 7949 1 11 3 1750 45 24 2055 1449 614 WILL RD LOCAL ROADWAY 2688 1 11 0 1700 45 24 2056 1450 1451 CR-5000 E LOCAL ROADWAY 1378 1 10 0 1125 25 24 2057 1451 501 CR-5000 E LOCAL ROADWAY 5692 1 10 0 1700 45 24 2058 1452 596 COAL CITY RD LOCAL ROADWAY 3419 1 10 0 1700 45 31 2059 1453 510 IL-113 COLLECTOR 4051 1 12 1 1700 60 31 2060 1454 508 E REED ST LOCAL ROADWAY 1658 1 12 0 1700 35 31 2061 1455 472 CR-28 COLLECTOR 6808 1 10 0 1700 60 31 2062 1456 472 COUNTY LINE RD LOCAL ROADWAY 5255 1 9 0 1700 45 37 2063 1457 473 CR-41 COLLECTOR 3783 1 11 0 1700 45 37 2064 1458 1459 CR-6 COLLECTOR 1229 1 12 0 1700 40 38 2065 1459 1461 CR-6 COLLECTOR 1228 1 12 0 1350 30 38 2066 1460 1024 CR-6 COLLECTOR 10671 1 11 0 1700 50 38 2067 1461 1460 CR-6 COLLECTOR 1408 1 12 0 1700 40 38 2068 1462 516 IL-113 COLLECTOR 5213 1 12 1 1700 60 32 2069 1464 1507 CR-13 COLLECTOR 1110 1 11 0 1700 40 28 2070 1465 704 IL-71 COLLECTOR 2946 1 12 1 1750 60 1 2071 1465 1475 IL-71 COLLECTOR 1948 1 12 1 1700 50 1 Dresden Generating Station K-138 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 2072 1466 707 IL-126 COLLECTOR 1886 1 22 1750 45 1 2073 1467 1468 IL-47 COLLECTOR 1373 1 12 1 1700 40 1 2074 1468 1469 IL-47 COLLECTOR 433 1 12 0 1275 40 1 2075 1468 1472 RIVER ST LOCAL ROADWAY 369 1 11 0 1700 40 1 2076 1470 708 E FOX ST LOCAL ROADWAY 658 1 10 0 1750 35 1 2077 1471 1467 E VAN EMMON ST LOCAL ROADWAY 843 1 12 0 1750 35 1 2078 1472 1473 RIVER ST LOCAL ROADWAY 2309 1 11 0 1700 50 1 2079 1474 705 FOUNTAINVIEW DRIVE LOCAL ROADWAY 863 1 11 0 1750 25 1 2080 1475 703 IL-71 COLLECTOR 1158 1 12 10 1750 50 1 2081 1475 1465 IL-71 COLLECTOR 1948 1 12 1 1700 50 1 2082 1476 710 IL-71 COLLECTOR 3627 1 12 3 1700 50 1 2083 1484 858 CR-87 COLLECTOR 1807 1 11 0 1750 50 21 2084 1492 425 LORENZO RD MINOR ARTERIAL 1652 2 12 1 1900 60 25 2085 1493 1492 RIDGEPORT LOGISTIC CTR RD COLLECTOR 1194 1 16 0 1750 30 25 2086 1494 1495 CR-36 COLLECTOR 1419 1 12 1 1700 50 8 2087 1495 1496 CR-36 COLLECTOR 2168 1 12 1 1750 50 8 2088 1496 1497 IL-7 COLLECTOR 1944 1 12 10 1700 50 9 2089 1496 1498 IL-53 MINOR ARTERIAL 1884 2 12 2 1425 50 8 2090 1497 1550 IL-7 COLLECTOR 3286 1 12 10 1750 50 9 2091 1499 1500 W 5000 N RD LOCAL ROADWAY 852 1 9 0 1700 45 38 2092 1500 1501 W 5000 N RD LOCAL ROADWAY 1282 1 9 0 1700 45 38 2093 1501 1502 CR-47 COLLECTOR 5657 1 10 0 1700 55 38 2094 1502 1503 CR-47 COLLECTOR 1609 1 10 0 1700 55 38 K-139 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-139 KLD Engineering, P.C.Rev. 0 2095 1503 1405 IL-113 COLLECTOR 1638 1 21 1700 60 38 2096 1504 1499 W 5000 N RD LOCAL ROADWAY 1620 1 9 0 1700 50 38 2097 1505 1504 W 5000 N RD LOCAL ROADWAY 2079 1 9 0 1700 50 38 2098 1506 1505 W 5000 N RD LOCAL ROADWAY 5425 1 8 0 1700 50 38 2099 1507 1508 CR-13 COLLECTOR 1115 1 11 0 1700 45 28 2100 1508 1509 CR-13 COLLECTOR 955 1 11 0 1700 40 28 2101 1509 1510 CR-13 COLLECTOR 7403 1 11 0 1700 60 28 2102 1510 432 CR-13 COLLECTOR 5239 1 11 0 1700 60 28 2103 1512 162 HICKORY ST COLLECTOR 225 1 12 4 1750 35 13 2104 1513 794 IL-53 COLLECTOR 192 1 12 4 1575 30 20 2105 1513 928 IL-53 MAJOR ARTERIAL 553 3 12 4 1750 30 20 2106 1514 928 1-80 OFF-RAMP TO IL-53 FREEWAY RAMP 197 2 12 4 1750 30 20 2107 1515 304 COLORADO AVE MINOR ARTERIAL 459 2 12 4 1900 40 7 2108 1515 306 COLORADO AVE LOCAL ROADWAY 248 1 12 4 1700 40 7 2109 1516 297 RING RD LOCAL ROADWAY 221 1 12 4 1700 40 7 2110 1517 691 CR-8 COLLECTOR 7852 1 11 0 1700 55 4 2111 1518 363 HOLLYWOD RD COLLECTOR 2693 1 12 4 1750 45 19 2112 1518 953 HOLLYWOD RD MINOR ARTERIAL 990 2 12 8 1750 45 19 2113 1519 736 CR-23 MINOR ARTERIAL 2776 2 12 0 1750 50 10 2114 1520 237 US-6 COLLECTOR 334 1 12 0 1750 30 14 2115 1521 235 DRIVEWAY COLLECTOR 229 1 12 0 1750 30 13 2116 1522 234 JACKSON ST MINOR ARTERIAL 284 2 12 4 1750 45 13 2117 1523 1522 N OTTAWA ST COLLECTOR 210 1 12 0 1750 30 13 K-140 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-140 KLD Engineering, P.C.Rev. 0 2118 1524 1082 MIDLAND AVE COLLECTOR 350 1 24 1750 3512 2119 1525 347 MCDONOUGH ST MINOR ARTERIAL 534 2 12 4 1750 45 12 2120 1526 934 CATERPILLAR DR COLLECTOR 456 1 12 4 1750 35 11 2121 1526 1527 CATERPILLAR DR MINOR ARTERIAL 1821 2 12 4 1900 35 11 2122 1527 127 CATERPILLAR DR COLLECTOR 335 1 12 4 1750 35 11 2123 1527 1526 CATERPILLAR DR MINOR ARTERIAL 1820 2 12 4 1900 35 11 2124 1528 123 HOUBOLT RD COLLECTOR 492 1 12 4 1750 45 11 2125 1529 344 IL-7 MINOR ARTERIAL 2437 2 12 4 1750 45 20 2126 1529 367 IL-7 COLLECTOR 333 1 12 4 1750 45 20 2127 1530 620 DRIVEWAY COLLECTOR 261 1 12 0 1750 30 23 2128 1531 1533 CR-11 MINOR ARTERIAL 952 2 12 1 1750 50 18 2129 1532 1531 BOB BLAIR RD COLLECTOR 820 1 12 0 1750 35 18 2130 1533 534 CR-11 MINOR ARTERIAL 614 2 12 1 1750 50 18 2131 1534 1533 GRAINGER WAY MINOR ARTERIAL 821 2 12 0 1750 45 18 2132 1535 1536 S WILL RD LOCAL ROADWAY 3277 1 12 4 1575 35 31 2133 1536 437 S WILL RD LOCAL ROADWAY 5237 1 12 4 1750 35 31 2134 1537 66 1-80 FREEWAY 8748 2 12 10 2250 70 22 2135 1537 1538 1-80 FREEWAY 10627 2 12 10 2250 70 22 2136 1538 67 1-80 FREEWAY 10015 2 12 10 2250 70 22 2137 1538 1537 1-80 FREEWAY 10627 2 12 10 2250 70 22 2138 1541 1544 US-6 MINOR ARTERIAL 1184 2 12 8 1900 60 15 2139 1542 1543 US-6 COLLECTOR 2821 1 12 1 1275 55 15 2140 1544 1542 US-6 COLLECTOR 5441 1 12 1 1700 60 15 Dresden Generating Station Evacuation Time Estimate K-141 KLD Engineering, P.C.Rev. 0 2141 1545 1541 CR-4 COLLECTOR 783 1 28 1750 555i 2142 1546 775 US-6 MINOR ARTERIAL 1700 2 12 4 1750 45 15 2143 1547 1546 SILVER CROSS BLVD COLLECTOR 1025 1 12 0 1750 40 15 2144 1548 775 CEDAR CROSSINGS DR COLLECTOR 1035 1 12 0 1750 35 15 2145 1549 1546 US-6 COLLECTOR 5224 1 12 4 1750 45 15 2146 1550 1557 IL-171 MINOR ARTERIAL 1554 2 12 1 1900 30 9 2147 1550 1561 IL-7 COLLECTOR 467 1 12 0 1750 30 9 2148 1551 1552 IL-171 MINOR ARTERIAL 2745 2 12 1 1900 45 14 2149 1552 1553 IL-171 MINOR ARTERIAL 4022 2 12 1 1900 45 9 2150 1553 1569 IL-171 MINOR ARTERIAL 1790 2 12 1 1750 40 9 2151 1554 1555 IL-7 COLLECTOR 1298 1 12 0 1350 30 9 2152 1555 1565 IL-7 COLLECTOR 974 1 12 0 1750 40 9 2153 1556 1563 IL-171 MINOR ARTERIAL 902 2 12 1 1750 30 9 2154 1557 1558 IL-171 MINOR ARTERIAL 1240 2 12 1 1750 35 9 2155 1558 1568 IL-171 MINOR ARTERIAL 3106 2 12 1 1900 40 9 2156 1559 1558 2ND ST LOCAL ROADWAY 886 1 12 0 1750 30 9 2157 1560 1603 IL-171 COLLECTOR 5556 1 12 1 1750 40 3 2158 1561 1554 IL-7 COLLECTOR 1295 1 12 0 1750 30 9 2159 1562 1561 HAMILTON ST LOCAL ROADWAY 442 1 12 0 1750 30 9 2160 1562 1563 10TH ST LOCAL ROADWAY 465 1 12 0 1750 30 9 2161 1563 1550 IL-171 MINOR ARTERIAL 418 2 12 1 1750 30 9 2162 1564 1554 MADISON ST LOCAL ROADWAY 431 1 12 0 1750 30 9 2163 1565 1567 IL-7 COLLECTOR 2463 1 12 0 1750 40 9 K-142 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-142 KLD Engineering, P.C.Rev. 0 2164 1566 1565 7TH ST LOCAL ROADWAY 853 1 20 1750 359 2165 1567 1589 IL-7 COLLECTOR 3687 1 12 4 1750 40 9 2166 1568 1560 IL-171 COLLECTOR 3632 1 12 1 1750 40 9 2167 1569 1556 IL-171 MINOR ARTERIAL 1387 2 12 1 1900 40 9 2168 1570 1569 DIVISION ST COLLECTOR 879 1 12 0 1750 35 9 1-55 ON-RAMP FROM 2169 1571 1572 LOREN-RD FREA 374 1 14 6 1700 45 25 LORENZO RD FREEWAY RAMP 1-55 ON-RAMP FROM 2170 1572 31 L-REN-RD FREA 796 1 14 6 1700 45 25 LORENZO RD FREEWAY RAMP 2171 1573 346 IL-7 MINOR ARTERIAL 391 1 12 1 1700 40 20 2172 1573 347 IL-7 MINOR ARTERIAL 1258 2 12 1 1750 40 20 2173 1574 263 1-80 FREEWAY 1562 3 12 8 2250 70 15 2174 1575 1208 CR-3 COLLECTOR 2908 1 12 0 1750 55 18 2175 1576 1280 SARATOGA RD COLLECTOR 1282 1 11 0 1750 50 22 2176 1577 1294 CR-3 COLLECTOR 5338 1 12 0 1750 55 17 2177 1578 1443 W STRIP MINE RD LOCAL ROADWAY 1608 1 11 0 1750 55 31 2178 1579 496 CR-9 COLLECTOR 3212 1 11 1 1750 55 30 2179 1580 495 TYNAN RD LOCAL ROADWAY 1593 1 10 0 1750 50 29 2180 1581 577 5 BRANDON RD LOCAL ROADWAY 897 1 10 0 1750 50 20 2181 1582 809 BRANDON RD COLLECTOR 1835 1 12 1 1750 45 20 2182 1583 1380 SCHWEISER RD LOCAL ROADWAY 3534 1 12 0 1750 55 20 2183 1584 584 CHICAGO RD COLLECTOR 2955 1 11 0 1750 55 26 2184 1585 1070 RAYNOR AVE LOCAL ROADWAY 2154 1 12 4 1575 35 12 2185 1586 1587 1-355 FREEWAY 2597 3 12 8 2250 70 15 K-143 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-143 KLD Engineering, P.C.Rev. 0 Up Down Lan Shole Flo Flow Stem SramLnt o of Wit Wit Rat Speed Gri 2186 1586 1591 1-355 OFF-RAMP TO IL-7 FREEWAY RAMP 1307 1 12 4 1750 35 15 2187 1586 1599 1-355 FREEWAY 3987 3 12 8 2250 70 15 2188 1587 1586 1-355 FREEWAY 2597 3 12 8 2250 70 15 2189 1587 1588 1-355 FREEWAY 13427 3 12 8 2250 70 15 2190 1587 1592 1-355 OFF-RAMP TO IL-7 FREEWAY RAMP 1358 1 12 4 1750 35 15 2191 1588 267 1-355 FREEWAY 3902 3 12 8 2250 70 15 2192 1588 1587 1-355 FREEWAY 13427 3 12 8 2250 70 15 2193 1589 1590 IL-7 COLLECTOR 1423 2 12 4 1750 40 9 2194 1590 1591 IL-7 COLLECTOR 2456 2 12 4 1750 40 9 2195 1591 1587 1-355 ON-RAMP FROM IL-7 FREEWAY RAMP 1372 1 12 4 1700 40 15 2196 1591 1592 IL-7 COLLECTOR 667 2 12 4 1750 40 15 2197 1592 1586 1-355 ON-RAMP FROM IL-7 FREEWAY RAMP 1326 1 12 4 1700 45 15 2198 1592 1593 IL-7 COLLECTOR 831 2 12 4 1750 40 15 2199 1593 1594 IL-7 COLLECTOR 2387 2 12 4 1700 40 15 2200 1595 1567 LOCH LN LOCAL ROADWAY 1386 1 12 4 1750 35 9 2201 1596 1560 W 151ST ST LOCAL ROADWAY 3947 1 12 1 1750 35 9 2202 1596 1589 N FARRELL RD LOCAL ROADWAY 5252 1 12 4 1750 35 9 2203 1597 1590 ADELMANN DR LOCAL ROADWAY 1288 1 12 4 1750 35 9 2204 1598 1593 GOUGAR RD LOCAL ROADWAY 1331 1 12 4 1750 35 15 2205 1599 1586 1-355 FREEWAY 3950 3 12 8 2250 70 15 2206 1599 1600 1-355 FREEWAY 5485 3 12 8 2250 70 3 2207 1600 1599 1-355 FREEWAY 5402 3 12 8 2250 70 3 2208 1600 1601 1-355 FREEWAY 4122 3 12 8 2250 70 3 Dresden Generating Station Evacuation Time Estimate K-144 KLD Engineering, P.C.Rev. 0 Up- Dow- Lane Shule Flo Flow 2209 1601 268 1-355 FREEWAY 2518 3 12 8 2250 70 3 2210 1601 1600 1-355 FREEWAY 4122 3 12 8 2250 70 3 2211 1601 1604 1-355 OFF-RAMP TO IL-171 FREEWAY RAMP 1719 1 12 1 1750 40 3 2212 1602 1604 IL-171 COLLECTOR 3360 2 12 1 1750 40 3 2213 1603 1602 IL-171 COLLECTOR 2296 1 12 1 1750 40 3 2214 1604 1605 IL-171 COLLECTOR 877 2 12 1 1750 40 3 2215 1605 1601 1-355 ON-RAMP FROM IL-171 FREEWAY RAMP 1132 1 12 1 1700 40 3 2216 1605 1607 IL-171 COLLECTOR 1111 2 12 1 1900 40 3 2217 1606 1605 1-355 ON-RAMP FROM IL-171 FREEWAY RAMP 1111 1 12 1 1750 40 3 2218 1608 1602 143RD ST LOCAL ROADWAY 1466 1 12 1 1750 35 3 2219 1609 1603 SMITH RD LOCAL ROADWAY 1504 1 12 1 1750 35 3 2220 1610 456 CR-29 COLLECTOR 1645 1 12 0 1750 35 36 2221 8003 3 1-55 FREEWAY 5035 3 12 10 2250 75 2 2222 8043 1036 1-55 FREEWAY 7531 2 12 10 2250 75 41 2223 8069 69 1-80 FREEWAY 4779 2 12 10 2250 70 22 2224 8263 1574 1-80 FREEWAY 2881 3 12 8 2250 70 15 EXIT 711 8711 US-30 COLLECTOR 3132 1 12 1 1700 60 1 LINK EXIT LIN 1469 8469 IL-47 COLLECTOR 418 1 12 0 1275 40 1 LINK EXIT 1473 8473 RIVER ST LOCAL ROADWAY 2136 1 11 0 1700 55 1 LIN K I I IIIII EXIT 268 8268 1-355 FREEWAY 4151 3 12 8 2250 70 3 LINK I I Dresden Generating Station Evacuation Time Estimate K-145 KLD Engineering, P.C.Rev. 0 Up Do nS Ln S hole Flo Flow-S EXIT LIK 1607 8608 IL-171 COLLECTOR 2005 1 21 1700 40 3 EXIT LIK 890 8890 W GARDNER RD COLLECTOR 10687 1 20 1700 55 34 Stem SramLntIo.oNitKWdh Rt Sed Gi EXIT LIN 3 8003 1-55 FREEWAY 5035 3 12 10 2250 75 2 LINK EXIT 69 8069 1-80 FREEWAY 4779 2 12 10 2250 70 22 LINK I EXIT LIN 766 8766 US-30 COLLECTOR 2814 1 12 4 1275 50 2 LINK EXIT LIN 160 8160 US-30 MINOR ARTERIAL 2639 2 12 4 1425 40 15 LINK EXIT 710 8710 US-30 COLLECTOR 3469 1 12 3 1700 50 4 LINK K EXIT 1406 8406 CR-9 COLLECTOR 3955 1 11 1 1700 60 33 LINK EXIT 1421 8421 CR-3 COLLECTOR 4794 1 12 0 1700 60 42 LINK EXIT 112 8112 US-52 COLLECTOR 12165 1 12 1 1700 60 16 LINK EXIT LIN 885 8885 US-52 COLLECTOR 5000 1 12 1 1700 60 27 LINKI EXIT LIN 343 8343 IL-59 MINOR ARTERIAL 2880 2 12 4 1425 45 2 LINK EXIT LIN 859 8859 CR-74 COLLECTOR 6174 1 12 2 1275 50 21 LIN KIIIIII EXIT 1306 8306 US-6 COLLECTOR 1781 1 12 3 1700 60 22 LINK I I I K-146 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-146 KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flow Strea Stea Legt N.. of Widt Wit Rat Spe Gri EXIT LINK 1543 8543 US-6 COLLECTOR 2779 1 12 1 1275 55 15 EXIT LIN 878 8878 W NORTH ST COLLECTOR 870 1 12 0 1700 60 21 LINK EXIT 886 8886 CR-25 COLLECTOR 5607 1 12 1 1700 55 27 LINK EXIT LIN 978 8978 IL-102 COLLECTOR 3543 1 12 1 1700 55 39 LINK EXIT LIN 901 8901 OLD STAGE RD COLLECTOR 3341 1 12 1 1700 45 22 LINKII EXIT 981 8981 IL-113 COLLECTOR 3257 1 12 1 1700 60 39 LINK EXIT LIN 994 8994 IL-17 COLLECTOR 3656 1 12 1 1700 55 39 LINK EXIT LIN 1031 8031 CR-12 COLLECTOR 5370 1 12 0 1700 60 44 LINK EXIT LI 1032 8032 IL-115 COLLECTOR 5252 1 12 1 1700 60 43 LINK EXIT LIN 1036 8043 1-55 FREEWAY 7531 2 12 10 2250 75 41 LINK EXIT 1105 8105 WEBER RD MINOR ARTERIAL 2429 2 12 4 1425 35 8 LINK EXIT LIN 1313 8313 IL-17 COLLECTOR 5199 1 12 1 1700 60 40 LINK EXIT 1324 8324 IL-47 COLLECTOR 5378 1 12 1 1700 60 41 LINK EXIT 1034 8034 CR-28 COLLECTOR 5225 1 11 0 1700 60 45 LINK Dresden Generating Station Evacuation Time Estimate K-147 KLD Engineering, P.C.Rev. 0 Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number EXIT LINK 1498 1 8499 1 IL-53 MINOR ARTERIAL 1 1780 2 12 2 1425 50 8 EXIT " LINK 1539 8539 CR-9 COLLECTOR 5812 1 12 2 1700 60 28 EXIT 1540 8540 SMITH RD COLLECTOR 2814 1 12 0 1700 60 21 LINK EXIT LIN 1013 8013 US-66 COLLECTOR 4077 1 12 1 1700 65 41 LINK EXIT LIN 1574 8263 1-80 FREEWAY 2881 3 12 8 2250 70 15 LINKII EXIT 1594 8595 IL-7 COLLECTOR 3946 1 12 4 1700 40 15 LINK EXIT LIN 1035 8035 IL-115 COLLECTOR 5486 1 12 1 1700 60 45 LIN K IIIIIII Dresden Generating Station Evacuation Time Estimate K-148 KLD Engineering, P.C.K-148 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 46 1023375 1693027 TCP -Uncontrolled 25 52 1021005 1755547 TCP -Uncontrolled 19 53 1020007 1755487 TCP -Uncontrolled 19 102 1000678 1765337 Stop 18 103 984883 1764835 Stop 18 104 979616 1764737 Stop 18 105 956746 1764121 TCP -Actuated 17 106 952820 1763888 Stop 17 110 943422 1756647 Stop 16 113 1005977 1765543 TCP -Actuated 18 116 1015910 1768286 Actuated 10 117 1018148 1768292 Stop 10 118 1019142 1768326 Actuated 10 119 1021182 1768326 Actuated 10 120 1023587 1768410 TCP -Actuated 10 121 1024152 1768396 TCP -Actuated 11 122 1024532 1768399 Actuated 11 123 1029134 1768444 Actuated 11 124 1034356 1768549 Actuated 11 125 1041489 1768789 TCP -Actuated 12 126 1044033 1768887 Actuated 12 127 1035450 1768547 Actuated 11 128 1036366 1768599 Actuated 11 129 1037947 1768639 Actuated 11 130 1039741 1768705 Actuated 12 131 1042726 1768807 Actuated 12 132 1045716 1768959 Actuated 12 134 1048018 1769161 Actuated 13 136 1050579 1769760 Actuated 13 137 1050952 1769691 Actuated 13 139 1052493 1769645 Actuated 13 140 1052865 1769661 Actuated 13 141 1053307 1769680 Actuated 13 142 1053670 1769681 Actuated 13 143 1054867 1769731 Actuated 13 144 1055220 1769594 Actuated 13 146 1055691 1770780 Actuated 14 Dresden Generating Station Evacuation Time Estimate K-149 KLD Engineering, P.C.Rev. 0 l147 1058026 1770800 Actuated 14 150 1061078 1771231 Actuated 14 151 1063727 1771281 Actuated 14 154 1068991 1771433 Stop 14 157 1074302 1769309 Actuated 15 158 1077114 1768172 Actuated 15 159 1078353 1767896 Actuated 15 161 1050565 1770814 Actuated 13 162 1051041 1770755 Actuated 13 163 1052467 1770691 Actuated 13 164 1052848 1770691 Actuated 13 165 1053285 1770690 Actuated 13 166 1053640 1770691 Actuated 13 167 1055089 1770754 Actuated 13 168 1052498 1769299 Stop 13 170 1052481 1770362 Actuated 13 171 1052484 1769993 Actuated 13 172 1052852 1770005 Actuated 13 173 1052838 1770376 Actuated 13 174 1053288 1770373 Stop 13 175 1053298 1770013 Stop 13 176 1053634 1770398 Actuated 13 177 1053652 1770036 Actuated 13 178 1052123 1769317 Stop 13 179 1052882 1769299 Actuated 13 180 1053285 1769321 Stop 13 183 1050796 1768560 Actuated 13 193 1046353 1763144 Stop 20 194 1044224 1763119 Stop 20 196 1041622 1762992 Actuated 20 197 1048709 1768484 Stop 13 198 1049765 1768522 Stop 13 199 1048003 1768457 Actuated 13 200 1046709 1768384 Stop 12 201 1045744 1768370 Stop 12 203 1041201 1776721 Actuated 12 204 1041291 1774087 Actuated 12 205 1041401 1771397 Actuated 12 K-iSO KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-150 KLD Engineering, P.C.Rev. 0 206 1043880 1774147 Actuated 122 207 1043865 1775980 Stop 122 208 1047854 1774328 Actuated 13 209 1047884 1771678 Actuated 13 211 1047868 1773013 Actuated 13 213 1048516 1773666 Stop 13 214 1048501 1774343 Stop 13 215 1048546 1773033 Stop 13 217 1048591 1770806 Stop 13 219 1047944 1770806 Actuated 13 220 1045671 1769916 Stop 12 222 1045640 1770766 Stop 12 223 1045626 1771588 Stop 12 224 1048577 1771694 Stop 13 225 1051141 1771806 Stop 13 226 1051318 1772463 Actuated 13 227 1051830 1774230 Stop 13 228 1052185 1774130 Actuated 13 230 1051652 1772329 Stop 13 231 1051485 1771795 Stop 13 233 1053130 1773774 Yield 13 234 1053243 1772039 Actuated 13 235 1052808 1772018 Actuated 13 236 1053586 1772040 Actuated 13 237 1055724 1772093 Actuated 14 238 1055654 1773852 Actuated 14 239 1055687 1772829 Actuated 14 240 1055710 1777198 Actuated 14 247 1053270 1771060 Stop 13 248 1053261 1771412 Stop 13 251 1052654 1772081 Actuated 13 253 1052105 1769647 Stop 13 254 1058035 1772164 Actuated 14 256 1053596 1772743 Actuated 13 259 1060920 1774196 Actuated 14 269 1043967 1771524 Actuated 12 271 1043689 1776796 Stop 12 272 1034186 1773888 Actuated 11 K-151 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-151 KLD Engineering, P.C.Rev. 0 275e 1034560at 1776503at ATuatedMa (fm (f)Nmbe 273 1037743 1773937 Actuated 11 274 1035476 1776504 Stop 11 275 1034560 1776503 Actuated 11 281 1034198 1771213 Actuated 11 284 1031741 1771159 Actuated 11 285 1031794 1768506 Actuated 11 286 1031581 1773812 Actuated 11 287 1031528 1776485 Actuated 11 288 1031439 1779120 Actuated 11 289 1031350 1780635 Actuated 11 290 1031332 1781793 Actuated 11 291 1031296 1783574 Actuated 11 292 1031296 1784428 Actuated 11 293 1031208 1787117 Actuated 7 294 1031154 1787385 Actuated 7 295 1031296 1788097 Stop 7 296 1030994 1788738 Stop 7 297 1030122 1789309 Stop 7 298 1029230 1788970 Stop 7 300 1030050 1787438 Stop 7 301 1029070 1789344 Stop 7 302 1030104 1789504 Stop 7 304 1031297 1788942 Stop 7 305 1030850 1789512 Stop 7 306 1031718 1788400 Stop 7 307 1042256 1784696 Actuated 8 308 1047479 1784873 Stop 8 309 1051603 1785022 Actuated 8 310 1051406 1779685 Actuated 12 311 1052047 1777144 Actuated 12 312 1051388 1770706 Stop 13 315 1045541 1774237 Stop 12 316 1043674 1775988 Stop 12 318 1041145 1779352 Actuated 12 321 1049906 1772401 Stop 13 322 1049160 1773072 Stop 13 326 1045110 1776885 Actuated 12 327 1042374 1779431 Actuated 12 K-152 KLO Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-152 KLD Engineering, P.C.Rev. 0 328 1041125 1780553 Actuated 12 329 1036538 1784522 Actuated 7 330 1033012 1787907 Actuated 7 331 1032079 1788792 Actuated 7 332 1031099 1789694 Actuated 7 333 1029976 1790722 Actuated 7 334 1028868 1791354 Actuated 7 335 1027999 1791733 Actuated 7 336 1026195 1792619 Actuated 7 337 1024061 1794860 Actuated 7 338 1020233 1798930 Actuated 6 339 1020169 1800052 Actuated 6 340 1020123 1801554 Actuated 6 341 1020139 1802187 Actuated 6 342 1019980 1805350 Actuated 2 344 1041619 1762328 Actuated 20 347 1041542 1766157 Actuated 12 348 1041518 1766836 Actuated 12 349 1001642 1730837 Actuated 18 350 1003341 1730845 Actuated 18 351 1006972 1731016 TCP -Actuated 18 352 1009245 1731147 TCP -Actuated 19 354 1013067 1734879 Actuated 19 355 1015832 1736789 Actuated 19 356 1017703 1738680 Actuated 19 358 1021122 1743719 Stop 19 359 1021665 1744262 TCP -Actuated 19 360 1022268 1744754 TCP -Actuated 19 362 1029652 1751726 Actuated 19 363 1032048 1754218 Actuated 19 364 1034653 1756326 Actuated 19 365 1036499 1757717 Actuated 19 366 1038551 1758628 Actuated 19 367 1041669 1759559 TCP -Actuated 20 369 1046803 1762070 Actuated 20 371 1050662 1766473 Stop 13 373 988018 1730360 Stop 18 374 985554 1730363 Stop 18 K-153 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-153 KLD Engineering, P.C.Rev. 0 375 975670 1730122 TCP -Actuated 17 380 965192 1722655 Stop 17 382 960734 1718911 Actuated 23 383 959942 1717871 TCP -Actuated 23 386 975653 1731346 Stop 17 387 975638 1731978 Stop 17 388 1044262 1762358 Stop 20 390 1048040 1766430 Actuated 13 391 959898 1719442 TCP -Actuated 23 392 959840 1720538 TCP -Actuated 23 393 959869 1724440 Stop 17 395 959864 1721356 Actuated 23 398 956404 1719068 TCP -Actuated 23 400 960052 1710538 Actuated 23 401 960067 1709856 Actuated 23 402 960100 1708569 Actuated 23 403 960102 1708223 TCP -Actuated 23 404 960076 1703269 TCP -Actuated 29 405 960110 1700623 Actuated 29 407 960388 1682096 TCP -Actuated 29 409 960653 1671490 Stop 29 411 961353 1644979 Stop 35 412 1002275 1704428 Stop 24 423 1007592 1704575 TCP -Actuated 24 426 1022765 1703967 TCP -Uncontrolled 25 432 927187 1665448 Stop 28 437 1008032 1683426 TCP -Actuated 31 438 1002743 1683255 TCP -Actuated 30 439 997473 1683126 TCP -Actuated 30 440 992219 1682942 TCP -Actuated 30 441 977103 1682530 TCP -Uncontrolled 30 442 1011768 1683541 TCP -Actuated 31 443 1012917 1683603 TCP -Uncontrolled 31 444 1013364 1683612 Stop 31 446 1023948 1683888 TCP -Actuated 31 447 1026697 1684003 Stop 31 449 1008546 1664790 TCP -Uncontrolled 31 452 1003358 1659359 Stop 30 K-154 KLO Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-154 KLD Engineering, P.C.Rev. 0 455 993149 1648593 Stop 36 456 993178 1646088 TCP -Actuated 36 463 988608 1645898 TCP -Actuated 36 464 990678 1640700 Stop 36 469 1023921 1642848 Stop 37 470 1024971 1642864 Stop 37 472 1024735 1652055 Stop 37 476 1017664 1674609 TCP -Actuated 31 477 1017902 1674354 TCP -Actuated 31 480 1011320 1667666 Stop 31 483 1008521 1665070 TCP -Uncontrolled 31 486 1015861 1672830 Stop 31 489 993090 1649803 TCP -Actuated 36 494 992376 1672380 TCP -Actuated 30 495 973835 1671778 TCP -Actuated 29 496 992641 1661806 TCP -Actuated 30 497 992939 1653883 TCP -Uncontrolled 36 498 1007760 1672807 TCP -Uncontrolled 30 499 1008598 1672833 TCP -Uncontrolled 31 501 986549 1704394 Stop 24 502 986898 1682883 TCP -Actuated 30 503 986788 1690660 Stop 30 505 1013655 1673041 Stop 31 506 1013585 1674633 Stop 31 508 1019155 1673183 Stop 31 509 1034609 1673553 TCP -Actuated 31 510 1024053 1673323 Stop 31 519 1056459 1665368 Stop 32 526 1041354 1677734 TCP -Uncontrolled 32 529 1037010 1686926 Actuated 31 530 1035472 1690505 Actuated 31 531 1036141 1690772 Stop 31 532 1033553 1689551 Actuated 31 533 1032260 1689546 Stop 31 534 1001232 1746375 TCP -Actuated 18 538 996394 1725929 Stop 24 552 964687 1711297 Stop 24 554 960212 1710550 Stop 23 Dresden Generating Station Evacuation Time Estimate K-155 KLD Engineering, P.C.Rev. 0 555 965250 1719320 Stop 24 557 1043873 1721537 TCP -Actuated 26 560 1039302 1700257 TCP -Uncontrolled 25 561 1039365 1697596 Actuated 25 562 1039457 1694998 Actuated 25 565 1035285 1698392 Stop 25 567 1035542 1692268 Stop 25 568 1047332 1726116 Stop 26 570 1054174 1734998 TCP -Actuated 20 571 1053996 1742908 TCP -Uncontrolled 20 574 1035608 1731758 Actuated 19 577 1046226 1734798 TCP -Actuated 20 578 1035810 1726455 Stop 25 582 1044054 1725535 Stop 26 583 1045127 1725574 Stop 26 584 1054502 1721857 TCP -Actuated 26 586 1022662 1706872 TCP -Uncontrolled 25 587 1023503 1706297 TCP -Uncontrolled 25 593 1055415 1695334 TCP -Actuated 26 594 1076598 1695651 Stop 27 595 1087278 1695980 Stop 27 596 1032367 1684225 Stop 31 599 1044913 1723305 Actuated 26 603 1023237 1716295 TCP -Uncontrolled 25 605 1022884 1726069 Stop 25 606 1022757 1729236 Stop 19 610 1022519 1716229 Stop 25 612 1018848 1715501 Stop 25 616 960008 1712753 Actuated 23 617 959978 1714432 TCP -Actuated 23 618 959956 1715117 Actuated 23 619 958259 1713848 TCP -Actuated 23 620 958057 1713859 Actuated 23 621 957293 1713802 TCP -Actuated 23 622 954135 1713666 Actuated 23 623 952798 1713656 TCP -Actuated 22 624 959495 1708550 Actuated 23 625 959486 1708870 Actuated 23 K-156 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-156 KLD Engineering, P.C.Rev. 0 626 959485 1709208 Actuated 23 627 958834 1709204 Stop 23 628 955309 1709485 Stop 23 633 959472 1709537 Actuated 23 634 959460 1709853 Actuated 23 635 959454 1 1710191 Actuated 23 636 959453 1710527 Actuated 23 637 958823 1709542 Stop 23 638 960092 1708886 Stop 23 639 958820 1710193 Stop 23 643 958241 1712747 Stop 23 644 965346 1712565 Stop 24 648 944214 1713360 TCP -Actuated 22 663 991251 1743743 Stop 18 665 1001315 1744033 Actuated 18 666 1006671 1741564 TCP -Actuated 18 667 1001390 1741460 Actuated 18 675 1021474 1736677 Stop 19 679 975567 1740685 TCP -Actuated 17 680 964919 1740467 Stop 17 681 959592 1740423 Stop 17 683 943703 1739862 TCP -Actuated 16 691 956869 1772213 Stop 4 696 979232 1775470 TCP -Uncontrolled 5 697 978963 1783377 Stop 5 700 956729 1782610 Stop 4 703 952986 1803996 Actuated 1 704 958722 1805926 Actuated 1 705 952923 1805055 Actuated 1 707 952734 1809606 Actuated 1 708 953128 1811157 Actuated 1 709 978592 1799184 Stop 5 718 1001264 1747092 TCP -Actuated 18 719 985336 1748880 Stop 18 720 1001194 1749384 Stop 18 721 1006489 1749506 TCP -Uncontrolled 18 723 1016254 1757654 Stop 19 724 1016056 1762962 Stop 19 K-157 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-157 KLD Engineering, P.C.Rev. 0 x~

otolGi 725e 1000299at 1778625at ATuated Map 726 1000146 1783734 Actuated 5 727 1005713 1778617 Stop 5 728 1012906 1778780 Actuated 10 729 1005820 1773304 TCP -Uncontrolled 5 730 1015727 1773412 Actuated 10 731 1021063 1773608 Actuated 10 732 1023744 1773673 Actuated 11 733 1020891 1778949 TCP -Actuated 10 734 1015540 1778810 TCP -Actuated 10 735 1005531 1783922 Actuated 5 736 1012806 1784084 Actuated 10 737 1020653 1784166 Actuated 10 738 1023351 1783145 Stop 10 739 1022631 1784251 Actuated 10 741 999644 1799700 Stop 5 743 1009536 1794347 Stop 6 746 1004998 1799741 Stop 5 750 1010691 1794487 Yield 6 752 1009577 1799700 Actuated 6 753 1015096 1794673 Stop 6 754 1020370 1794714 Actuated 6 756 1041924 1795294 Actuated 8 757 1036269 1795079 Stop 7 762 1015007 1799863 Actuated 6 763 1016530 1799897 Actuated 6 765 1014806 1805061 Actuated 2 773 1063654 1775564 Actuated 14 775 1081012 1778217 Actuated 15 776 1083364 1778253 Actuated 15 779 1036738 1779204 Actuated 11 782 1027371 1773780 Actuated 11 785 1025253 1784326 Actuated 11 790 1053369 1766655 Actuated 13 795 1053444 1763929 Actuated 20 796 1053484 1762616 Actuated 20 797 1053516 1761479 Actuated 20 800 1035346 1739742 Actuated 19 K-158 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-158 KLD Engineering, P.C.Rev. 0 805 1043249 1742633 Actuated 20 806 1045969 1742654 Stop 20 807 1043130 1753050 Stop 20 809 1048203 1759195 TCP -Actuated 20 814 1054049 1766106 Stop 13 815 1054033 1766766 Stop 13 816 1054082 1762630 Stop 20 817 1055063 1761551 Stop 20 818 1065734 1756852 Stop 20 819 1058797 1759604 Stop 20 823 1064174 1759160 Stop 20 824 1063991 1761815 Stop 20 825 1064008 1764437 Actuated 20 826 1063975 1764720 Actuated 20 829 1063813 1768808 Actuated 14 830 1055197 1769397 Actuated 13 835 1069139 1769015 Stop 14 836 1069216 1764638 Stop 20 842 1055698 1764976 Actuated 20 843 1055659 1765613 Actuated 20 844 1055464 1766171 Stop 14 845 1055295 1766808 Actuated 13 848 1074435 1764772 Actuated 21 849 1053709 1753581 Actuated 20 857 1067741 1754045 Actuated 20 858 1074798 1754265 Actuated 21 862 1071234 1749131 Stop 21 865 1075320 1738315 Stop 21 866 1076923 1735825 Actuated 21 867 1075320 1735726 Stop 21 868 1064791 1735307 Stop 20 869 1064447 1748644 Stop 20 876 1083410 1723669 Stop 27 877 1085923 1733377 Stop 21 879 1053865 1748253 TCP -Uncontrolled 20 892 922986 1713294 Stop 22 895 922783 1703327 Stop 22 903 1029815 1809108 Actuated 2 Dresden Generating Station Evacuation Time Estimate K-159 KLD Engineering, P.C.Rev. 0 905 1023098 1736703 Stop 19 910 1022426 1744871 Stop 19 913 1019557 1710380 Stop 25 916 1018952 1713601 Stop 25 928 1053099 1765283 Actuated 20 933 1029276 1765585 Actuated 19 934 1035496 1765935 Actuated 19 935 1034435 1765922 Actuated 19 936 1037072 1768630 Stop 11 938 1037189 1765970 Actuated 19 939 1036289 1771295 Stop 11 940 1037898 1771291 Actuated 11 941 1039432 1771329 Stop 11 944 1038939 1766041 Actuated 11 945 1029592 1757965 Actuated 19 946 1029463 1758817 Actuated 19 947 1029440 1759564 Actuated 19 948 1029382 1760953 Actuated 19 949 1029382 1761455 Actuated 19 950 1029370 1762646 Actuated 19 951 1029312 1764326 Stop 19 953 1029978 1757264 Actuated 19 963 1006105 1762815 TCP -Uncontrolled 18 964 1006265 1757442 TCP -Uncontrolled 18 968 1056511 1668912 Stop 32 970 1072772 1655996 Stop 33 971 1072847 1652371 Stop 39 976 1083531 1651918 Stop 39 988 1025716 1620217 Stop 37 989 1036331 1620589 Stop 37 992 1073341 1621488 Stop 39 999 991021 1613047 Stop 42 1001 960283 1612525 Stop 41 1002 954604 1612380 Stop 41 1009 962139 1618234 Stop 35 1021 1035738 1642066 Stop 37 1024 1073182 1632018 Stop 39 1026 991679 1597280 Stop 42 Dresden Generating Station Evacuation Time Estimate K-160 KLD Engineering, P.C.Rev. 0 1027 1018102 1597839 Stop 43 1028 1039299 1598950 Stop 43 1029 1050065 1599062 Stop 44 1030 1075489 1599949 Stop 45 1049 1053587 1772381 Actuated 13 1051 1054684 1766780 Stop 13 1052 1055227 1768125 Actuated 13 1054 1061104 1772314 Stop 14 1057 1063666 1773944 Actuated 14 1060 1058718 1761661 Stop 20 1067 1048566 1772312 Stop 13 1070 1047789 1776954 Stop 12 1071 1047724 1779605 Actuated 12 1072 1047724 1778270 Stop 12 1079 1041117 1779959 Actuated 12 1080 1042303 1783566 Actuated 12 1082 1043997 1770204 Actuated 12 1083 1045652 1770241 Stop 12 1085 1044664 1779509 Actuated 12 1087 1037428 1771295 Actuated 11 1089 1038722 1771312 Actuated 11 1092 1037610 1776594 Stop 11 1095 1042242 1785105 Actuated 8 1096 1042215 1785853 Actuated 8 1097 1042073 1789914 Actuated 8 1098 1036401 1789766 Stop 7 1101 1042055 1791405 Actuated 8 1103 1041957 1794625 Actuated 8 1106 1038470 1795145 Actuated 7 1108 1034083 1795032 Actuated 7 1109 1034083 1794614 Stop 7 1111 1020311 1795990 Actuated 6 1112 1020239 1797443 Actuated 6 1116 1017444 1805135 Actuated 2 1119 1016730 1802931 Actuated 6 1120 1017242 1803441 Actuated 2 1130 1020462 1792037 Actuated 6 1133 1020752 1782647 Actuated 10 K-161 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate K-161 KLD Engineering, P.C.Rev. 0 1135 1012879 1781320 Stop 10 1137 1023400 1782435 Stop 10 1138 1023496 1778953 TCP-Actuated 10 1139 1023630 1776331 Stop 10 1140 1020913 1777345 Actuated 10 1142 1020990 1775324 Actuated 10 1144 1021208 1766982 Actuated 10 1145 1021328 1764723 Stop 19 1154 1019215 1778891 Stop 10 1155 1020161 1773578 Actuated 10 1157 1021442 1773621 Actuated 10 1161 1019031 1784204 Actuated 10 1162 1010593 1794570 Yield 6 1165 1019799 1800034 Stop 6 1166 1019393 1800017 Stop 6 1167 1018979 1800009 Stop 6 1168 1001226 1748163 Actuated 18 1171 959848 1726571 Actuated 17 1179 964761 1769660 Stop 4 1184 956773 1765828 Stop 17 1185 970030 1771658 Stop 4 1188 1000372 1775928 TCP-Actuated 5 1193 1018344 1763392 Stop 19 1194 1018685 1763029 Stop 19 1195 1021093 1763036 Actuated 19 1208 980051 1746160 TCP-Actuated 18 1209 996012 1743845 Actuated 18 1211 996102 1738573 Stop 18 1214 1001562 1735475 Actuated 18 1220 1005066 1730925 Actuated 18 1224 1004044 1741517 Stop 18 1225 1003823 1749460 Stop 18 1226 1003914 1745813 Stop 18 1232 1028196 1751075 Stop 19 1233 1025447 1749733 Stop 19 1240 985690 1722691 Stop 24 1242 959903 1710538 Stop 23 1244 960737 1709882 Stop 23 Dresden Generating Station Evacuation Time Estimate K-162 KLD Engineering, P.C.Rev. 0 1245 960759 1708904 Stop 23 1246 962076 1709921 Stop 23 1250 960754 1709582 Stop 23 1251 960069 1709540 Stop 23 1255 958836 1708545 Stop 23 1256 958833 1708872 Stop 23 1258 958826 1709859 Stop 23 1261 959421 1712753 Stop 23 1262 958810 1710537 Stop 23 1264 960681 1712771 Stop 23 1266 944386 1704716 TCP -Actuated 22 1274 957855 1715083 Stop 23 1276 960523 1718164 Actuated 23 1280 944110 1718737 TCP -Actuated 22 1288 943489 1753100 Stop 16 1289 943488 1753737 Stop 16 1292 964701 1764436 TCP -Actuated 17 1293 964848 1751038 Stop 17 1294 964930 1745769 TCP -Actuated 17 1296 959106 1719606 Actuated 23 1300 957723 1719103 Stop 23 1302 933776 1708000 Stop 22 1314 1016020 1704795 TCP -Uncontrolled 25 1317 1002100 1713157 Stop 24 1318 1007235 1729080 TCP -Uncontrolled 18 1320 962125 1619412 Actuated 35 1332 1022353 1723958 Stop 25 1344 1022786 1730707 TCP -Actuated 19 1358 1022816 1727574 Stop 25 1360 1025589 1731499 Actuated 19 1364 1080472 1738533 Stop 21 1365 1075420 1731798 Stop 21 1372 1069475 1754106 Actuated 20 1376 1064908 1730059 Yield 20 1377 1037674 1740610 Actuated 19 1380 1043105 1747885 TCP -Actuated 20 1387 1046351 1725010 Stop 26 1396 1036011 1691100 Stop 31 Dresden Generating Station Evacuation Time Estimate K-163 KLD Engineering, P.C.Rev. 0 1397 1035899 1 1691381 Stop 31 1399 1035284 1694918 Stop 25 1411 998268 1683147 Actuated 30 1415 994657 1690922 Stop 30 1425 993320 1640798 Stop 36 1427 1000281 1640902 Stop 36 1428 1009795 1619885 Stop 37 1432 965224 1671567 Stop 29 1435 981860 1672087 Stop 30 1436 987183 1672280 Stop 30 1443 1023748 1689190 TCP -Actuated 31 1445 1031874 1689336 Stop 31 1460 1062512 1631898 Stop 38 1467 953263 1811999 Actuated 1 1472 953061 1813376 Stop 1 1492 1019320 1704886 Actuated 25 1496 1054883 1794944 Actuated 8 1503 1067477 1653501 Stop 38 1505 1056901 1647819 Stop 38 1522 1052959 1772024 Actuated 13 1531 1001276 1744810 Actuated 18 1533 1001251 1745761 Actuated 18 1536 1008203 1678191 TCP -Uncontrolled 31 1541 1084621 1778292 Actuated 15 1542 1091243 1778492 Stop 15 1546 1079312 1778177 Actuated 15 1549 1074092 1778006 Stop 15 1550 1059781 1793220 Actuated 9 1554 1061434 1792608 Actuated 9 1558 1060708 1795855 Actuated 9 1560 1064186 1801461 Actuated 9 1561 1060219 1793057 Actuated 9 1563 1059633 1792830 Actuated 9 1565 1063384 1793439 Actuated 9 1567 1065072 1795232 Actuated 9 1569 1058906 1790660 Actuated 9 1573 1041578 1764899 TCP -Uncontrolled 20 1589 1068272 1796333 Actuated 9 Dresden Generating Station Evacuation Time Estimate K-164 KLD Engineering, P.C.Rev. 0 x~ y otolGi Node Coorinat Coodinae Tye Ma 1590 1069694 1796299 Actuated 9 1591 1072149 1796384 Actuated 15 1592 1072808 1796485 Actuated 15 1593 1073638 1796519 Actuated 15 1602 1069686 1807064 Actuated 3 1603 1068080 1805424 Actuated 3 1604 1071955 1809543 Actuated 3 1605 1072583 1810155 Actuated 3'Coordinates are in the North American Datum of 1983 Illinois East State Plane Zone Dresden Generating Station Evacuation Time Estimate K-165 KLD Engineering, P.C.Rev. 0 APPENDIX L Sub-area Boundaries L. SUB-AREA BOUNDARIES Sub-area 1 Sub-area 2 Sub-area 3 County: Grundy Sub-area 4 Sub-area 5 Sub-area 6 Defined as the area within the following boundary:

Aux Sable Township County: Grundy Defined as the area within the following boundary:

Saratoga Township County: Will Defined as the area within the following boundary:

Includes portions of Channahon and Wilmington Townships.

Bounded to the north by the Illinois River north of Arsenal Road, across the Illinois River westbound to Front Street, to S. Canal Street to W. Bridge Street to US 6. Bounded to the west by the Grundy/Will County boundaries.

Bounded to the east by Interstate-55.

Bounded to the south by Lorenzo Road.County: Grundy Defined as the area within the following boundary:

Contains the majority of Goose Lake Township boundary.

Bounded by the east, north and south by the Goose Lake Township boundary.

Bounded to the west by the Goose Lake boundary to Holderman Road, and then continue north to the Illinois River.County: Grundy Defined as the area within the following boundary:

Morris Township County: Kendall Defined as the area within the following boundary:

Includes all of Seward Township and part of Lisbon Township.

Bounded to the east by the Kendall/Will County boundaries.

Bounded to the south by the Grundy/Kendall County boundaries.

Bounded to the west by transmission lines from the Grundy/Kendall County boundary to Quarry Road to IL-47. Bounded to the north by US 52 to Brisbin Road to the northern Seward Township boundary.County: Grundy Defined as the area within the following boundary:

Felix Township Sub-area 7[-1 KLD Engineering, P.c.Dresden Generating Station Evacuation Time Estimate L-1 KLD Engineering, P.C.Rev. 0 Sub-area 8 County: Grundy Defined as the area within the following boundary:

Includes all of Wauponsee Township and part of Goose Lake Township.

Bounded to the north by the Wauponsee Township boundary (Illinois River). Bounded to the east be the Wauponsee Township boundary to Holderman Road, and then continue north to the Illinois River. Bounded to the south and west by the Wauponsee Township boundary.Sub-area 9 County: Will Defined as the area within the following boundary:

Includes a portion of Wilmington Township.

Bounded to the north by Lorenzo Road. Bounded to the west and south by the Wilmington Township boundary.

Bounded to the east by Interstate-55.

Sub-area 10 County: Grundy Defined as the area within the following boundary:

Braceville Township Sub-area 11 County: Grundy Defined as the area within the following boundary:

Maine Township Sub-area 12 County: Will Defined as the area within the following boundary:

Includes the eastern and northern portion of Channahon Township.

Bounded to the south, east, and north by the Channahon Township boundary.

Bounded to the west by Intersate-55, to the Illinois River north of Arsenal Road, across the Illinois River westbound to Front Street, to S. Canal Street to W. Bridge Street to US 6.Sub-area 13 County: Will Defined as the area within the following boundary:

Contains the majority of Troy Township and a portion of Joliet Township excluding the City of Joliet.Bounded to the west by the Kendall/Will County boundaries.

Bounded to the south by the southern boundaries of Troy and Joliet Townships.

Bounded to the north by the Troy Township boundary.

Bounded to the east by Interstate-55 to US 52 (W Jefferson Street) to Joyce Road (the Joliet Township boundary)to US 6 to Brandon Road.Sub-area 14 County: Will Defined as the area within the following boundary:

Contains the western half of Jackson Township.

Bounded to the south, west, and north by the Jackson Township boundary.

Bounded to the east by IL-53 (S. Chicago Street) and S.Chicago Road.Dresden Generating Station L-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sub-area 15 County: Will Defined as the area within the following boundary:

Contains the eastern portion of Wilmington Township, the northern portion of Custer Township and the western portion of Florence Township.

Bounded to the north by the Wilmington and Florence Township boundaries.

Bounded to the west by Interstate-55.

Bounded to the south by E Coal City Road to IL-129, continue south to IL-113, IL-113 east to Davy Lane, east to the Kankakee River, then follow the Kankakee River north to the southern boundaries of Wilmington and Florence Townships.

Bounded to the east by S. Chicago Road.Sub-area 16 County: Will Defined as the area within the following boundary:

Contains the northern portion of Reed Township.

Bounded to the west, north, and east by the Reed Township boundary.

Bounded to the south by West Kennedy Road to S.Lincoln Street to W. Reed Street to S. Center Street to IL-53 to Ridge Street to E. Reed Street to IL-113.Dresden Generating Station Evacuation Time Estimate L-3 KLD Engineering, P.C.Rev. 0 APPENDIX M Evacuation Sensitivity Studies M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses.

These analyses are designed to identify the sensitivity of the ETE to changes in some base evacuation conditions.

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond 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 Tri Evcato TieEtmt.frEtr Generation

.2 Hours 45 Minutes 2:30 3:45 3 Hours 45 Minutes (Base) 2:30 3:55 4 Hours 45 Minutes 2:30 4:55 As discussed in Section 7.3, congestion persists in the EPZ for about 3Y2 hours. If evacuees mobilize in one less hour, the 9 0 th percentile remains unchanged; however, the 100th percentile is reduced by 10 minutes -not a significant change. If evacuees mobilize one hour slower, the 90th percentile remains unchanged.

The 100th percentile increases by 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months -a significant change. In summary, the 1 0 0 th percentile ETE parallel the trip generation time when trip generation time exceeds the time (about 3Y2 hours) to clear congestion in the EPZ.Dresden Generating Station Evacuation Time Estimate M-1 KLD Engineering, P.C.Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the Shadow Region.Table M-2 presents the evacuation time estimates for each of the cases considered.

The results show that reducing the shadow evacuation to 0% has no effect on the 9 0 th or 1 0 0 th percentile ETE.Tripling the shadow percentage increases the 9 0 th and 1 0 0 th percentile ETE by 5 minutes and 55 minutes, respectively.

Full evacuation (100%) of the Shadow Region increases the 9 0 th and 1 0 0 th percentile ETE by 35 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and 20 minutes, respectively

-a significant change.The Shadow Region for DRE is densely populated to the northeast.

As shown in Figures 7-3 through 7-8, there is significant traffic congestion in the Shadow Region. Therefore, any additional shadow residents that decide to voluntarily evacuate will increase this congestion, delay the egress of EPZ evacuees, and prolong ETE.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 02:30 3.55 20 (Base) 21,546 2:30 3:55 60 64,638 2:35 4:50 100 107,730 3:05 6:15 Dresden Generating Station M-2 KLD Engineering, P.C.Evacuation Time Estimate 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 90th 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 26%.Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ and 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 (R10), 5-Mile Region (R02), and the entire EPZ (R03).4. The scenario (excluding roadway impact and special event) with the highest 9 0 th percentile ETE values was selected as the case to be considered in this sensitivity study (Scenario 8 -winter, midweek, midday, with snow).Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. All base ETE values are 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 9 0 th percentile ETE changes greater than or equal to 30 minutes are highlighted in red in Table M-3 -a 25% or greater increase in the EPZ population.

Exelon will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 25% or more, an updated ETE analysis will be needed.Dresden Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change Population Change 24% 25% 26%2-MILE 2:40 2:40 2:55 2:55 5-MILE 2:50 2:50 3:05 3:05 I FULL EPZ I 3:00 3:25 I Population Change Region Base 124% 25%26% 1 2-MILE 4:20 4:20 4:20 2:20 5-MILE FULL EPZ 4:25 4:25 4:20 5 :4:2 5 4:45 M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE." Prolonging the trip generation time significantly impacts the 1 0 0 th percentile ETE since trip generation dictates ETE beyond the time to clear congestion (31/2 hours) in the EPZ (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly could decrease ETE." Shadow evacuation has a significant impact on ETE (Section M.2). Public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not.* 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.Dresden Generating 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 Crtro Adrssed Comment 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 Dresden Generating Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Comment I~~~i ETE Analysis.

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

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

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

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

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

1.3.1 Staged Evacuation

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

1.4 Evacuation Planning Areas a. A map of EPZ with emergency response planning areas Yes Figure 3-1, Figure 6-1 (ERPAs) should be included.b. A table should be provided identifying the ERPAs Yes Tables 6-1, 7-5, H-1 considered for each ETE calculation by downwind direction in each sector.Dresden Generating Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Comments c. A table similar to Table 1-4, "Evacuation Areas for a Staged Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

Yes Tables 6-1, 7-5, H-1 2.0 Demand Estimation

a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients

-Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools -Section 8, Appendix E 2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis.

No growth to reflect population estimates to the year of the growth of population necessary.

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

2.1.1 Permanent Residents with Vehicles a. The persons per vehicle value should be between I and 2 Yes 1.80 persons per vehicle -Table 1-3 or justification should be provided for other values.b. Major employers should be listed. Yes Appendix E -Table E-4 Dresden Generating Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crtro Adrse 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 3-4, 3-5, and Appendix E itemize the itemized and totaled for each scenario.

transient population and employee estimates.

These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario -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 8.1, Table 8-1 dependent residents should be discussed.

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

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.Dresden Generating Station Evacuation Time Estimate N-4 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crtro Adrse Comments d. The methodology used to determine the number of people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided.

Data from local/county registration programs should be used in the estimate, but should not be the only set of data.Yes Section 8.5 e. Capacities should be provided for all types of Yes Section 2.3 -Assumption 10 transportation resources.

Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.f. An estimate of this population should be provided and Yes Table 8-1 -transit dependents information should be provided that the existing Section 8.5 -special needs registration programs were used in developing the estimate.g. A summary table of the total number of buses, Yes Section 8.4 -page 8-8 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.2.3 Special Facility Residents a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1 through E-3 -list location, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total special facility population.

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.Dresden Generating Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crteio Addesse Comment d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Grundy County Jail and Will other correctional facilities) should be discussed when County Juvenile Detention Center appropriate.

2.4 Schools a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided.

The source of this information should be provided.b. Transportation resources for elementary and middle Yes Table 8-2, Section 8.2 schools should be based on 100% of the school capacity.c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.

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

Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 -page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation N-6 KLD Engineering, P.c.Dresden Generating Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 R Reie Crtei Critrio Addese Comments 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 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.Section 3.2 b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Figure 3-4 Table 3-3 c. The loading of the shadow evacuation onto the roadway Yes Section 5 -Table 5-9 network should be consistent with the trip generation time generated for the permanent resident population.

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

N-7 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 INR Reie Crtei Crteio 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 6-3 -External Through Traffic footnote 2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the Yes total populations and total vehicles used in analysis for Tables 3-7, 3-8 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.3.0 Roadway Capacity a. The method(s) used to assess roadway capacity should be Yes Section 4 discussed.

3.1 Roadway Characteristics

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

b. Information should be provided describing the extent of Yes Section 1.3, Appendix D the survey, and types of information gathered and used in the analysis.c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-i Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.Dresden Generating Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addese Coment in -T Analysis e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.Yes Appendix K, Figures K-1 through K-46 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.

Dresden Generating Station Evacuation Time Estimate N-9 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Comments b. The speed and capacity reduction factors identified in Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 should be used or a basis should be provided for other values.Yes Table 2-2 -based on HCM 2010. The factors provided in Table 3-1 of NUREG/CR-7002 are from HCM 2000 c. The study identifies assumptions for snow removal on Yes Section 5.3 -page 5-9 streets and driveways, when applicable.

Appendix F -Section F.2.3 -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.

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

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

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

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

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

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

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

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

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

e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.Dresden Generating Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Comment 4.1.2 Transit Dependent Residents a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-6. Designed bus in the ETE analysis.

If new plans should be developed with routes to service population centers in the the ETE, they have been agreed upon by the responsible EPZ -see Figure 8-2, Table 8-10 authorities.

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 Figure 8-2 h. The trip generation time for non-ambulatory persons Yes Section 8.5 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.Dresden Generating Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Comments i. Information should be provided to supports analysis of return trips, if necessary.

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

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

Tables 8-7 through 8-9, and Tables 8-14 through 8-16 b. Discussion should be provided on the inbound and Yes 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.

Dresden Generating Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis h. Supporting information should be provided to quantify the time elements for the return trips.Yes Section 8.4 Tables 8-7 through 8-9 and Tables 8-14 thorough 8-16 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.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 Dresden Generating Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Comment f. If used, reception centers should be identified.

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

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

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at relocation 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 Dresden Generating Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0 N Reie Crieri Crtro Adrsse Coment b. A glossary of terms should be provided for the key performance measures and parameters used in the analysis.Yes Appendix A Tables C-1, C-2 4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.b. The minimum following model outputs should be provided Yes 1. Table J-5.to support review: 2. Table J-3.1. Total volume and percent by hour at each EPZ exit 3. Table J-i.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot 3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average 4. Total vehicles exiting the network. speed also provided in Table J-3.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-8 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.Dresden Generating Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Critrio Addese Comments 4.3 Evacuation Time Estimates for the General Public a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population

b. The ETE for 100% of the general public should include all Yes Section 5.4 -truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained.

Table 7-2 -1 0 0 th percentile ETE for general public c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole," of NUREG/CR-7002.

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

Tables 8-11 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.Dresden Generating Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crtro Addressed Comment 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 T 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 Reception centers are also congregate care are left at the reception center and are taken by separate centers -see Section 10 buses to the congregate care center.N-18 KLD Engineering, P.C.Dresden Generating Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Technical Reviewer Date Supervisory Review Date Dresden Generating Station Evacuation Time Estimate N-19 KLD Engineering, P.C.Rev. 0

RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4

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