RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4

Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4

ML14141A057
Person / Time
Site:	Byron
Issue date:	04/21/2014
From:	KLD Engineering, PC
To:	Document Control Desk, NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
Shared Package
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
References
RS-14-151 KLD TR-637, Rev. 0
Download: ML14141A057 (132)

Text

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 88, Interstate 39, US Route 20, Illinois State Route 72 (IL-72), IL-64, IL-2, and IL-251 -for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

With the low EPZ and Shadow Region populations, there is ample roadway capacity to adequately service all evacuating vehicles in a timely manner. The only roadway within the study area not operating at free-flow conditions after 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> is IL-2 South. As shown in Figures 7-3 through 7-7, IL-2 South is clear of congestion at 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> and 40 minutes after the ATE. After this time, free-flow conditions are reached on this route.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 close together due to the minimal traffic congestion within the EPZ, with the exception of the special event.Byron Generating Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections p~oa Max Turn SII Inerecio Aproc Voum Queue S*10 2,926 0 11 US 20 @ N. Winnebago Road Actuated 12 6,198 0 269 1,009 8 TOTAL 10,133 7 2,622 0 US 20 @ N. Pecatonica 9 4,704 0 8 RoadActuated Road 586 661 0 TOTAL 7,987 -305 4,226 0 298 SR 26 @ Bloody Gulch Actuated 304 0 0 Road TOTAL 4,226 -297 4,226 0 305 SR 26 @ Driveway Actuated 306 0 0 TOTAL 4,226 -296 3,765 0 297 US 52/SR 26 @ SR 38 Actuated 307 456 0 TOTAL 4,221 -294 3,764 0 US 52/SR 26@ W 3rd293,60 295 S Actuated 310 0 0 Street TOTAL 3,764 -293 3,764 0 US 52/SR 26@ E 2nd293,60 294 S Actuated 309 0 0 Street TOTAL 3,764 -204 3,762 0 US 52/SR 26@ W 1st203,60 293 S Actuated 308 0 0 Street TOTAL 3,762 -203 3,699 0 204 US 52/SR 26@ SR 2 Actuated 661 63 0 TOTAL 3,762 -717 0 0 SR 2 @ Stony Point 715 3 0 716 Road Actuated 715 3,696 1014 TOTAL 3,696 -Byron Generating Station Evacuation Time Estimate J-2 KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input Vehicles Entering Link Network Directional Destination Destination Number on this Link Preference Nodes Capacity 8262 1,575 20 6 N 8003 4,500 8271 1,700 8330 1,700 213 60 SE 8055 4,500 8053 4,500 8746 1,700 303 195 SW 8124 1,700 8667 1,700 8271 1,700 353 1 N 8262 1,575 8003 4,500 8271 1,700 404 33 N 8262 1,575 8563 2,850 528 11 NE 8383 2,850 8330 1,700 625 90 SE 8055 4,500 8053 4,500 8135 1,700 689 23 W 8746 1,700 8124 1,700 8031 4,500 746 277 NE 8563 2,850 8383 2,850 8330 1,700 862 164 SE 8055 4,500 8053 4,500 Byron 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)Network-Wide Average 1.3 1.5 1.4 1.6 1.4 1.3 1.4 Travel Time (Min/Veh-Mi)

Network-Wide Average 45.4 40.8 42.4 38.4 41.6 47.1 42.4 Speed (mph)Total Vehicles 39,853 40,008 40,236 40,591 28,716 38,610 38,740 Exiting Network Network-Wide Average 1.5 1.3 1.4 1.5 1.4 2.2 1.4 Travel Time (Min/Veh-Mi)

Network-Wide Average 39.8 46.6 41.7 39.3 43.6 27.2 43.5 Speed (mph)Total Vehicles 38,989 37,852 37,960 38,357 27,573 39,588 39,781 Exiting Network Byron 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)US 20 East 30.8 65.0 28.5 65.1 28.4 63.2 29.3 66.1 28.0 US 20 West 30.8 65.4 28.3 63.0 29.4 63.7 29.0 66.1 28.0 IL-72 West 16.9 50.9 19.9 50.4 20.1 50.0 20.2 51.4 19.7 IL-72 East 16.7 43.0 23.3 50.0 20.0 50.5 19.8 51.5 19.4 IL-64 West 16.7 45.1 22.2 44.1 22.7 45.1 22.2 48.4 20.6 IL-64 East 17.9 48.1 22.4 46.9 22.9 39.0 27.6 49.9 21.5 Interstate 88 West 26.9 75.0 21.5 74.9 21.5 72.8 22.1 75.0 21.5 Interstate 88 East 26.9 74.6 21.6 75.0 21.5 70.3 22.9 73.7 21.9 IL-2 South 20.4 28.4 43.1 13.5 90.6 22.1 55.4 46.8 26.1 IL-2 North 20.7 46.0 27.0 45.8 27.2 46.8 26.6 48.7 25.5 IL-251 South 12.3 43.9 16.9 44.3 16.7 44.0 16.8 46.9 15.8 IL-251 North 13.9 41.5 20.1 40.6 20.5 41.0 20.3 45.8 18.2 Interstate 39 North 25.2 69.2 21.8 69.5 21.7 71.3 21.2 62.7 24.1 Interstate 39 South 25.2 72.7 20.8 72.3 20.9 70.7 21.4 73.4 20.6 Byron Generating Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Elapsed Time (hours)Network 1 2 3 4 Exit Link 5 1,356 3,223 4,925 5,416 13% 11% 13% 14%70 1,152 2,698 3,320 3,558 11% 9% 9% 9%698 1,772 2,377 2,539 106 6% 6% 6% 6%981 2,544 3,293 3,323 111 9% 9% 9% 8%86 240 262 262 219 1% 1% 1% 1%431 1,337 1,649 1,661 280 4% 5% 4% 4%201 574 642 648 347 2% 2% 2% 2%221 859 1,071 1,079 394 2% 3% 3% 3%871 2,258 3,052 3,109 405 8% 8% 8% 8%304 1,005 1,346 1,627 443 3% 3% 4% 4%78 358 447 456 482 1% 1% 1% 1%496 102 457 559 567 1% 2% 1% 1%414 1,397 1,787 1,819 534 4% 5% 5% 5%18 208 273 275 551 0% 1% 1% 1%207 855 1,051 1,058 758 2% 3% 3% 3%53 344 488 492 773 0% 1% 1% 1%96 358 449 454 832____ 1% 1% 1% 1%Byron Generating Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Cumultive Ehilapes Discared by(heo Idiatdsim 845 200 584 678 684 2% 2% 2% 2%871 62 239 258 261 1% 1% 1% 1%883 282 805 936 948 3% 3% 2% 2%940 2,088 4,827 6,425 6,718 19% 16% 17% 17%13 92 121 125 941 0% 0% 0% 0%344 917 1,042 1,048 951 3% 3% 3% 3%320 832 948 954 966 3% 3% 2% 2%156 556 636 638 1% 2% 2% 2%27 97 112 113 978____ 0% 0% 0% 0%Byron Generating Station Evacuation Time Estimate J-7 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)-Trip Generation m ETE 4-0 0 100%80%60%40%20%_.000ý/7 0%0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)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 m ETE 0 U 4-0 0-0.4-100%80%60%40%20%0%/7/7 0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)Byron Generating Station Evacuation Time Estimate J-8 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)-Trip Generation -ETE 100%80%o 60%0 40%20%0, 0%-.09001 1/1/0 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

-ETE 100%-E 80%60%0 4-2 40%a.0%ý.*ý'0ý00010ý 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)Byron Generating Station Evacuation Time Estimate J-9 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)-Trip Generation , ETE 100%aJ-i aJ (U 4, 0 I-4-0 4, C 0)U I-0)0.80%60%40%20%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 4A (U 0 0 U 100%80%60%40%20%/5;000F, 0%0 30 60 90 120 150 180 Elapsed Time (min)1 210 240 270 300 Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)i-b KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)-Trip Generation mETE 4.0 CU U'100%80%60%40%20%0%/Z 0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 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 4-0 0 U 100%80%60%40%20%0%00 60 9122 0 30 60 90 120 150 180 Elapsed Time (rain)210 240 270 300 Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)Byron Generating Station Evacuation Time Estimate J-11 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)-Trip Generation mETE a'U a'(U 4-0 I-0 C aI a'0.100%80%60%40%20%1/0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 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 IA 4-0 0~100%80%60%40%20%0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)J-12 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate J-12 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)-,Trip Generation m ETE 03 0 0 100%80%60%40%20%17 0%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)m Trip Generation m ETE 03 4-100%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)J-13 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0 a, a, Cu 4'0 I-0 4'a, U I..a, 0.100%80%60%40%20%0%ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)-Trip Generation 1ETE 0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)Figure J-13. ETE and Trip Generation:

Summer, Midweek, Weekend, Evening, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation m ETE a, U a,'p Cu 4'0 I-0 4'C a, U I-a, 0.100%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)Byron Generating Station Evacuation Time Estimate J-14 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 44 more detailed figures (Figure K-2 through Figure K-45) 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.Byron Generating Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-1. Byron Generating Station Link-Node Analysis Network Byron Generating Station Evacuation Time Estimate K-2 KLD Engineering, P.C.Rev. 0 Figure K-2. Link-Node Analysis Network -Grid 1 Byron Generating Station Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0 E Shockey Rd E- Kuhlarneyer Rd E Ridott Rd_ ha"Y H)l) Rd Rd 3Rd St (2: E Weber Rd-o Grid 2 Us 20 20 0)E Gr&W41hSd RRd E Lamm Rd'"o, Rd Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 2 Figure K-3. Link-Node Analysis Network -Grid 2 Byron Generating Station Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0 Rd Dory E Sumner RdI 0>=Sumner Rd RpdoUR 0 262, Wi I11Th St mile'-C .my " CRodty IRd'EGeneofld Rd E Lamm Rd 0 S to, 586 KeIIey Rd---------------------------------------

I I.. *1 1 I Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures-$' Grid 3 0 0.5 1 Miles : Figure K-4. Link-Node Analysis Network -Grid 3 Byron Generating Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 Figure K-5. Link-Node Analysis Network -Grid 4 Byron Generating Station Evacuation Time Estimate K-6 KLD Engineering, P.C.Rev. 0

!Dckens2n Rd-- O: Pofter Rd d IKetchom Lg Rock ford Orhard Ln 1 8390.1ýByron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1ý~M~ies Grid 5 Figure K-6. Link-Node Analysis Network -Grid 5 Byron Generating Station Evacuation Time Estimate K-7 KILD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6 Byron Generating Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 Figure K-8. Link-Node Analysis Network -Grid 7 Byron Generating Station Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 Figure K-9. Link-Node Analysis Network -Grid 8 Byron Generating Station Evacuation Time Estimate K-10 KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9 Byron Generating Station Evacuation Time Estimate K-11 KLD Engineering, P.C.Rev. 0

-1o miles --~h P~Rd lO.Miles.

S!ub-area:

40 Grid l0 I 736 E Stub E Plum Hill Rd E Woodburn Rd CC 4~.E Shod Rd Sub-area:

17 Rd Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 10 Figure K-11. Link-Node Analysis Network -Grid 10 K-12 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-12 KLD Engineering, P.C.Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11 Byron Generating Station Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 Figure K-13. Link-Node Analysis Network -Grid 12 Byron Generating Station Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 Figure K-14. Link-Node Analysis Network -Grid 13 Byron Generating Station Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14 K-16 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15 K-17 KID Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0 Figure K-17. Link-Node Analysis Network -Grid 16 K-18 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 EWoodburn Rd EOakGro.,eRd S I ~*0 I S E Shor Rd 263 E Lynn Rd E WoterR,,-5 miles-Sub-area:

17 683---r 5 M.es GS E Mill Rd I Rd E Ash Rd Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 NIMMOO==Mi.es Grid 17 Figure K-18. Link-Node Analysis Network -Grid 17 Byron Generating Station Evacuation Time Estimate K-19 KLD Engineering, P.C.Rev. 0 Figure K-19. Link-Node Analysis Network -Grid 18 Byron Generating Station Evacuation Time Estimate K-20 KLD Engineering, P.C.Rev. 0 Figure K-20. Link-Node Analysis Network -Grid 19 Byron Generating Station Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 Cherry Valley aate, Rd 0,.-Edson Rd-~ .~i 0, 0, 0, 0, E McneI Rd\Grid 20 U'A ,4 I'i, E Rngsb,'Y Rd 8222 t Q,~rry Rd Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0,5 1 Miles Grid 20 Figure K-21. Link-Node Analysis Network -Grid 20 K-22 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 WWestGrove Rd Rd II 1 519 518!i" WLanenr Rd IWI Springda- -Rdý r Gr id WApple Rd WHaIdan Rd WHelan~Route 64 1 W duos; ~4oi&ue Rd Lj W Can~ada Rd ir L -t r-n-Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 21 54~C~9vS *L~OI& hSG.~Figure K-22. Link-Node Analysis Network -Grid 21 K-23 KLO Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 Figure K-23. Link-Node Analysis Network -Grid 22 Byron Generating Station Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23 Byron Generating Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 Figure K-25. Link-Node Analysis Network -Grid 24 K-26 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0

/ Rd I RdI Sub-area:

23 4 SW! E WelPark Rd 1 Sub-area:

27 E Big Mou~nd Rd 434she Rd..............

..d 436 s 436. Grid-E Holoornb Rd 25'5 E Wdilohean Rd{ JJ_I 0,/ i /ELiodelnwoodRd

/ a43 Sub-area:

28 i /: ,~~ / R Rd 50 d\e Sub-area:

25 EM .ow.s L-g-n- L J7-h-- Byron Generating Station Evacuation Leged ,i i: ! Time Estimate Link-Node Analysis Network Figures* YR .'2, 5, 10, 15 Mile Rings U a Node WaterW--

Grid L--j" 'Grid 25 Shadow Region 4 Sub-area .p LLo 0.5 1Ml___,______.

Figure K-26. Link-Node Analysis Network -Grid 25 Byron Generating Station K-27 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 INC~ao 55 8216 218__________

217 'Z re n'orb avis E El! Route 72 214 He," Glen" O unction E R~oyst 77r' Rd2*- ---~---~------

-- --u, ----- -5W7 36VBglfidR 6341 ImbR j 26 88 ! 314'131 a-nt State H"y Is 541ý stT 4 2 v Rd L I _Q)_Sub-area:

28 i .. Rd a------I MoaNs Rd 7- ~1*I.1 1.1 t Byron Generating Station Evacuation Legend I r-- Time Estimate Link-Node Analysis Network Figures BYR ' 2,5,10,15 Mile Rings eNode Water-- Link -I Index Grid V .....Shadow Region I Sub-area _[J Keym__________________

Figure K-27. Link-Node Analysis Network -Grid 26 Byron Generating Station Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0

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744 E Bi Mund R 543. " E Telephone R S 661 I E- Base 5Line Rd I 540 6 5 I Grid I 27 2Nd 64 Ebson Rd N Moore W Rd Legend BYR 2, 5, 10, 15 Mile Rings L Node Water' Link Index G rid Shadow Region IQ o Sob-area -Keymalp _L__L-.LL.l Figure K-28. Link-Node Analysi Byron Generating Station K-29 Evacuation Time Estimate-C N.E Quarry Rd-E Baa Line Rd E LlideinOd Rd wers Rd s Network -Grid 27 KLD Engineering, P.C.Rev. 0 02 U'i W.Canada Rd V W!!Gn,jmn1 Rd i J Od\w.W WRdsOn Rd WJudson Rd-I, V 7 5 8 I 8124 W/ e \ I-- --r- ---- ----Byron Generating Station Evacuation Legend Network B-2,5, 10,15 Mile Rings Time Estimate Link-Node Analysis Network Figures*Node Water-Ip Link lIdex Grid Shadow Region L Sub-ar ea_ Miles Figure K-29. Link-Node Analysis Network -Grid 28 Byron Generating Station K-30 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-30. Link-Node Analysis Network -Grid 29 Byron Generating Station Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 Figure K-31. Link-Node Analysis Network -Grid 30 Byron Generating Station Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 Figure K-32. Link-Node Analysis Network -Grid 31 Byron Generating Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 Figure K-33. Link-Node Analysis Network -Grid 32 K-34 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 Figure K-34. Link-Node Analysis Network -Grid 33 K-35 KID Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 I -.j t 631 62A I of a-1 I U U IMower I U Mowers sRd 4)116 8116 1 State Hwy 64/ Onveway 10 J I 10 4)I U 7,./I, U Bethel IRd a-E Welty R, I i 3 4 I S A E Lind R Hillc, d t// i'/ 44 r 60 rest I E 6,/h Rd PdoewaKy E Heal Rc r~wmij TJwomble Rochelle E TwornblyRd 11, E ThU6bfjRd--

Creston Legnd-,Ki

}- -1Byron Generating Station Evacuation Legend L- -* 8YR j' 2. S, 1 0, 15Mile R ings I -J." --2 ) T im e E stim ate Lin k-N o d e A n a ly sis N e tw o rk F ig u re s*Node Water I-10.' Link I Index Grid G i 34 Shadow Region 43 Sub-area E M0i 0.5 1 Figure K-35. Link-Node Analysis Network -Grid 34 Byron Generating Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 Figure K-36. Link-Node Analysis Network -Grid 35 K-37 KID Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Figure K-37. Link-Node Analysis Network -Grid 36 Byron Generating Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 Figure K-38. Link-Node Analysis Network -Grid 37 Byron Generating Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 Figure K-39. Link-Node Analysis Network -Grid 38 Byron Generating Station Evacuation Time Estimate K-40 KLD Engineering, P.C.Rev. 0 Figure K-40. Link-Node Analysis Network -Grid 39 Byron Generating Station Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 C,, 0:u E_E Twombly Rd E~ ETkobtRd-S Cresto'n Rd S CO G'ria 40 S E Ritchie Rd Hayes Rd-JL 5, DrivewOY Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 40 Figure K-41. Link-Node Analysis Network -Grid 40 Byron Generating Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 Figure K-42. Link-Node Analysis Network -Grid 41 Byron Generating Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 Cap Rd t: q-:2 74 Rd'I Old Ath Rd De, pa~th Stony Point Rd Gridj 42 f 0 713 482 88 Mcgirr Rd I a --Hermar Rd Byron Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 42 Figure K-43. Link-Node Analysis Network -Grid 42 Byron Generating Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 Figure K-44. Link-Node Analysis Network -Grid 43 K-45KID Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 Figure K-45. Link-Node Analysis Network -Grid 44 Byron Generating Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics Up Don No Lan Sholde Flw Fo Strea Strea Lengt of Wit Wit Rat Spe Gri 1 1 556 SR 251/HARRISON AVE MINOR ARTERIAL 1 2552 2 11 0 1750 45 12 2 1 608 SR 251/KISHWAUKEE ST MINOR ARTERIAL 1154 2 11 0 1750 40 12 3 2 490 RT 35 COLLECTOR 5075 1 12 4 1700 55 35 4 3 4 US 20 MINOR ARTERIAL 13294 2 12 10 1900 65 2 5 3 725 US 20 FREEWAY 1919 2 12 10 2250 65 1 6 4 3 US 20 MINOR ARTERIAL 13294 2 12 10 1900 65 2 7 4 5 US 20 MINOR ARTERIAL 11161 2 12 10 1900 65 2 8 5 4 US 20 MINOR ARTERIAL 11161 2 12 10 1900 65 2 9 5 6 US 20 MINOR ARTERIAL 10391 2 12 10 1900 65 3 10 6 5 US 20 MINOR ARTERIAL 10391 2 12 10 1900 65 3 11 6 7 US 20 MINOR ARTERIAL 2007 2 12 10 1900 65 3 12 7 6 US 20 MINOR ARTERIAL 2007 2 12 10 1900 65 3 13 7 8 US 20 MINOR ARTERIAL 8650 2 12 10 1750 65 3 14 8 7 US 20 MINOR ARTERIAL 8650 2 12 10 1900 65 3 15 8 9 US 20 MINOR ARTERIAL 10668 2 12 10 1900 65 3 16 8 262 N PECATONICA RD COLLECTOR 6956 1 12 2 1700 45 3 17 9 8 US 20 MINOR ARTERIAL 10670 2 12 10 1750 65 3 18 9 10 US 20 MINOR ARTERIAL 5280 2 12 10 1900 65 4 19 10 9 US 20 MINOR ARTERIAL 5280 2 12 10 1900 65 4 20 10 11 US 20 MINOR ARTERIAL 15940 2 12 10 1750 65 4 21 11 10 US 20 MINOR ARTERIAL 15940 2 12 10 1900 65 4 22 11 12 US 20 MINOR ARTERIAL 8437 2 12 10 1900 65 4 23 11 270 N WINNEBAGO RD COLLECTOR 3537 1 12 10 1700 35 4 24 12 11 US 20 MINOR ARTERIAL 8437 2 12 10 1750 65 4 25 12 33 US 20 FREEWAY 2380 2 12 10 2250 65 5 26 13 14 US 20 FREEWAY 6121 2 12 10 2250 70 5 27 13 32 US 20 FREEWAY 1736 2 12 10 2250 70 5 Byron Generating Station Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0 28 1 13 US2 FREWAS1 225 5 29 14 15 US2 FEEAY1 225 5..Up- Down No Lane Shule Flo Flow 28 14 13 US 20 FREEWAY 6121 2 12 10 2250 70 5 29 14 15 US 20 FREEWAY 1912 2 12 10 2250 70 5 30 15 14 US 20 FREEWAY 1909 2 12 10 2250 70 5 31 15 16 US 20 FREEWAY 7112 2 10 10 2250 70 5 32 16 15 US 20 FREEWAY 7101 2 10 10 2250 70 5 33 16 17 US 20 FREEWAY 3898 2 10 10 2250 70 5 34 17 16 US 20 FREEWAY 3898 2 10 10 2250 70 5 35 17 18 US 20 FREEWAY 1812 2 10 10 2250 70 5 36 18 17 US 20 FREEWAY 1812 2 10 10 2250 70 5 37 18 19 US 20 FREEWAY 4855 2 10 10 2250 70 11 38 19 18 US 20 FREEWAY 4855 2 10 10 2250 70 11 39 19 20 US 20 FREEWAY 4354 2 10 10 2250 70 11 40 20 19 US 20 FREEWAY 4354 2 10 10 2250 70 11 41 20 21 US 20 FREEWAY 3893 2 12 5 2250 70 12 42 21 20 US 20 FREEWAY 3895 2 12 5 2250 70 12 43 21 22 US 20 FREEWAY 790 2 12 10 2250 70 12 44 22 21 US 20 FREEWAY 790 2 12 10 2250 70 12 45 22 23 US 20 FREEWAY 9175 2 12 5 2250 70 12 46 23 22 US 20 FREEWAY 9175 2 12 5 2250 70 12 47 23 24 US 20 FREEWAY 636 2 12 8 2250 65 12 48 24 23 US 20 FREEWAY 636 2 12 8 2250 65 12 49 24 25 US 20 FREEWAY 10130 2 12 8 2250 65 12 50 25 24 US 20 FREEWAY 10130 2 12 8 2250 65 12 51 25 26 US 20 FREEWAY 1370 2 12 8 2250 65 13 52 25 377 US 20 OFF-RAMP FREEWAY RAMP 877 1 12 2 1750 40 12 53 26 25 US 20 FREEWAY 1370 2 12 8 2250 65 13 54 26 27 US 20 FREEWAY 2483 3 12 8 2250 60 13 55 26 378 US 20 OFF-RAMP TO S. ALPINE RD FREEWAY RAMP 905 1 14 1 1750 40 13 Byron Generating Station K-48 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up Down No Lan Shule Flo Flow Stea Stea Legt of Wit Wit Rate Spe Gi 56 27 26 US 20 FREEWAY 2483 2 12 8 2250 65 13 57 27 28 US 20 FREEWAY 2026 2 12 8 2250 60 13 58 27 74 1-39 ON-RAMP FROM US 20 FREEWAY RAMP 3592 1 14 10 1700 65 13 59 28 27 US 20 FREEWAY 2026 2 12 8 2250 60 13 60 28 29 US 20 FREEWAY 1357 2 12 10 2250 60 13 61 29 28 US 20 FREEWAY 1357 2 12 10 2250 60 13 62 29 30 US 20 FREEWAY 1879 3 12 10 2250 60 13 63 30 29 US 20 FREEWAY 1879 2 12 10 2250 60 13 64 30 76 1-39 ON-RAMP FROM US-20 FREEWAY RAMP 2162 1 14 10 1700 60 13 65 30 721 US 20 FREEWAY 3156 2 12 10 2250 65 13 66 31 721 US 20 FREEWAY 3289 2 12 10 2250 65 13 67 32 12 US 20 FREEWAY 3157 2 12 10 2250 65 5 68 33 13 US 20 FREEWAY 2396 2 12 10 2250 70 5 69 34 35 1-88 FREEWAY 3209 2 14 8 2250 75 41 70 35 34 1-88 FREEWAY 3209 2 14 8 2250 75 41 71 35 36 1-88 FREEWAY 778 2 14 8 2250 75 41 72 36 35 1-88 FREEWAY 778 2 14 8 2250 75 41 73 36 37 1-88 FREEWAY 4578 2 14 8 2250 75 41 74 37 36 1-88 FREEWAY 4578 2 14 8 2250 75 41 75 1 37 1 38 1-88 FREEWAY 13574 12 1 141 8 1 2250 75 1 41 76 38 37 1-88 FREEWAY 3574 2 14 8 2250 75 41 77 38 39 1-88 FREEWAY 4775 2 14 8 2250 75 41 78 39 38 1-88 FREEWAY 4775 2 14 8 2250 75 41 79 39 40 1-88 FREEWAY 4040 2 14 8 2250 75 42 80 40 39 1-88 FREEWAY 4040 2 14 8 2250 75 42 81 40 41 1-88 FREEWAY 28596 2 14 8 2250 75 42 82 41 40 1-88 FREEWAY 28596 2 14 8 2250 75 42 83 41 42 1-88 FREEWAY 1298 2 14 8 2250 75 43 Byron Generating Station K-49 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0 Up Down No. Lan Sholde Flo Flo Stea Stea Legt of Wdh WdhRt Speed Gri Lik# Nd oeRawyNm oda ye (f. ae f. f. ppp) (p)Nme 84 42 41 1 1-88 FREEWAY 1298 2 14 8 2250 75 43 85 42 43 1-88 FREEWAY 6062 2 14 8 2250 75 43 86 43 42 1-88 FREEWAY 6062 2 14 8 2250 75 43 87 43 44 1-88 FREEWAY 16564 2 14 8 2250 75 43 88 44 43 1-88 FREEWAY 16564 2 14 8 2250 75 43 89 44 45 1-88 FREEWAY 17572 2 14 8 2250 75 44 90 45 44 1-88 FREEWAY 17572 2 14 8 2250 75 44 91 45 46 1-88 FREEWAY 6170 2 14 8 2250 75 44 92 46 45 1-88 FREEWAY 6170 2 14 8 2250 75 44 93 46 47 1-88 FREEWAY 14688 2 14 8 2250 75 39 94 47 46 1-88 FREEWAY 14688 2 14 8 2250 75 39 95 47 48 1-88 FREEWAY 6024 2 14 8 2250 75 39 96 48 47 1-88 FREEWAY 6024 2 14 8 2250 75 39 97 48 49 1-88 FREEWAY 2277 2 12 10 2250 75 39 98 49 48 1-88 FREEWAY 2279 2 12 10 2250 75 39 99 49 331 1-88 FREEWAY 2946 2 14 8 2250 75 39 100 50 51 1-88 FREEWAY 1092 2 14 8 2250 75 40 101 50 54 1-39 ON-RAMP FROM 1-88 FREEWAY RAMP 2569 1 14 6 1700 50 40 102 50 331 1-88 FREEWAY 7480 2 14 8 2250 75 39 103 51 50 1-88 FREEWAY 1092 2 14 8 2250 75 40 104 51 78 1-88 FREEWAY 1030 3 14 8 2250 75 40 105 51 79 1-39 ON-RAMP FROM 1-88 FREEWAY RAMP 1477 1 14 5 1350 30 40 106 52 53 1-88 FREEWAY 8097 2 14 8 2250 75 40 107 52 56 1-39 ON-RAMP FROM 1-88 FREEWAY RAMP 2361 1 14 8 1700 50 40 108 52 78 1-88 FREEWAY 975 2 14 8 2250 75 40 109 53 52 1-88 FREEWAY 8097 2 14 8 2250 75 40 110 54 52 1-88 ON-RAMP FROM 1-39 FREEWAY RAMP 1841 1 14 6 1700 50 40 111 54 55 1-39 FREEWAY 6138 2 11 10 2250 70 40 Byron Generating Station Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 Up Dw- No Lane Shule Flo Flow 112 54 80 1-39 FREEWAY 1142 2 11 10 2250 75 40 113 55 54 1-39 FREEWAY 6138 2 11 10 2250 70 40 114 56 50 1-88 ON-RAMP FREEWAY RAMP 2100 1 14 6 1700 50 40 115 56 57 1-39 FREEWAY 1774 2 14 6 2250 75 40 116 56 79 1-39 FREEWAY 1249 2 14 6 2250 75 40 117 57 56 1-39 FREEWAY 1774 3 14 6 2250 75 40 118 57 58 1-39 FREEWAY 6557 2 14 6 2250 75 40 119 58 57 1-39 FREEWAY 6557 2 14 6 2250 75 40 120 58 59 1-39 FREEWAY 1994 2 14 6 2250 75 40 121 58 339 1-39 OFF-RAMP TO IL-38 FREEWAY RAMP 1197 1 12 2 1750 50 40 122 59 58 1-39 FREEWAY 1994 2 14 6 2250 75 40 123 59 60 1-39 FREEWAY 8842 2 14 6 2250 75 40 124 60 59 1-39 FREEWAY 8842 2 14 6 2250 75 40 125 60 61 1-39 FREEWAY 4983 2 14 6 2250 75 34 126 61 60 1-39 FREEWAY 4983 2 14 6 2250 75 34 127 61 62 1-39 FREEWAY 10613 2 14 6 2250 75 34 128 62 61 1-39 FREEWAY 10613 2 14 6 2250 75 34 129 62 63 1-39 FREEWAY 2100 2 14 6 2250 75 34 130 63 62 1-39 FREEWAY 2100 2 12 10 2250 70 34 131 63 64 1-39 FREEWAY 11895 2 12 6 2250 75 27 132 64 63 1-39 FREEWAY 11895 2 14 6 2250 75 27 133 64 65 1-39 FREEWAY 5851 2 14 6 2250 75 27 134 65 64 1-39 FREEWAY 5851 2 14 6 2250 75 27 135 65 66 1-39 FREEWAY 4085 2 14 6 2250 75 27 136 66 65 1-39 FREEWAY 4085 2 14 6 2250 75 27 137 66 67 1-39 FREEWAY 12001 2 14 6 2250 75 27 138 67 66 1-39 FREEWAY 12001 2 14 6 2250 75 27 139 67 68 1-39 FREEWAY 1097 2 14 6 2250 75 20 Byron Generating Station Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 Up- Don No Lan Shole Flo Flow 140 68 67 1-39 FREEWAY 1097 2 14 6 2250 75 20 141 68 69 1-39 FREEWAY 20899 2 14 6 2250 75 20 142 69 68 1-39 FREEWAY 20899 2 14 6 2250 75 20 143 69 70 1-39 FREEWAY 2044 2 14 6 2250 75 20 144 70 69 1-39 FREEWAY 2044 2 14 6 2250 75 20 145 70 71 1-39 FREEWAY 9482 2 14 6 2250 75 13 146 71 70 1-39 FREEWAY 9482 2 14 6 2250 75 13 147 71 72 1-39 FREEWAY 3518 2 14 6 2250 75 13 148 72 71 1-39 FREEWAY 3529 2 14 6 2250 75 13 149 72 73 1-39 FREEWAY 2346 2 14 6 2250 75 13 150 73 72 1-39 FREEWAY 2342 2 14 6 2250 75 13 151 73 75 1-39 FREEWAY 1900 2 12 10 2250 .65 13 152 74 73 1-39 FREEWAY 1224 2 12 10 2250 70 13 153 75 29 US 20 ON-RAMP FROM 139 FREEWAY RAMP 3163 1 14 8 1700 45 13 154 75 77 US 20 ON RAMP FROM 1-39 FREEWAY RAMP 3162 1 12 17 1700 50 13 155 76 74 1-39 ON-RAMP FROM US 20 FREEWAY RAMP 3973 1 16 10 1700 65 13 156 77 28 US 20 ON-RAMP FREEWAY RAMP 1827 1 14 6 1575 35 13 157 78 51 1-88 FREEWAY 1030 3 14 8 2250 75 40 158 78 52 1-88 FREEWAY 975 2 14 8 2250 75 40 159 78 80 1-39 ON-RAMP FROM 1-88 FREEWAY RAMP 1343 1 12 10 1350 30 40 160 79 56 1-39 FREEWAY 1249 2 14 6 2250 75 40 161 79 78 1-88 ON-RAMP FREEWAY RAMP 1388 1 12 10 1350 30 40 162 79 80 1-39 FREEWAY 812 3 14 8 2250 75 40 163 80 51 1-88 ON-RAMP FREEWAY RAMP 1492 1 12 10 1350 30 40 164 80 54 1-39 FREEWAY 1142 2 11 10 2250 70 40 165 80 79 1-39 FREEWAY 812 3 14 8 2250 75 40 166 81 82 SR 64 COLLECTOR 420 1 10 2 1750 30 30 167 81 90 SR 64 COLLECTOR 2261 1 10 0 1750 30 30 Byron Generating Station K-52 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 168 81 187 SR2 COLLECTOR 2920 1 12 4 1350 30 30 169 82 81 SR 64 COLLECTOR 420 1 10 2 1750 30 30 170 82 83 SR 64 COLLECTOR 738 1 10 2 1350 30 30 171 83 82 SR 64 COLLECTOR 738 1 10 2 1750 30 30 172 83 84 SR 64 MINOR ARTERIAL 1212 2 10 2 1750 40 30 173 84 83 SR 64 MINOR ARTERIAL 1212 2 10 2 1900 40 30 174 84 85 SR 64 MINOR ARTERIAL 544 2 10 2 1900 40 31 175 85 84 SR 64 MINOR ARTERIAL 544 2 10 2 1750 30 31 176 85 86 SR 64 COLLECTOR 1181 1 10 2 1750 30 31 177 86 85 SR 64 COLLECTOR 1181 1 10 2 1350 30 31 178 86 87 SR 64 COLLECTOR 2573 1 10 2 1700 40 31 179 86 251 S DAYSVILLE RD COLLECTOR 6804 1 10 4 1700 50 31 180 87 86 SR 64 COLLECTOR 2572 1 10 2 1750 40 31 181 87 88 SR 64 COLLECTOR 2103 1 12 5 1700 55 31 182 88 87 SR 64 COLLECTOR 2103 1 12 5 1700 55 31 183 88 89 SR 64 COLLECTOR 4661 1 12 5 1750 55 31 184 89 88 SR 64 COLLECTOR 4662 1 12 5 1700 55 31 185 89 105 SR 64 COLLECTOR 1494 1 14 2 1700 55 31 186 90 81 SR 64 COLLECTOR 2261 1 10 0 1750 30 30 187 90 91 SR 64 COLLECTOR 982 1 10 0 1575 35 30 188 91 92 SR 64 COLLECTOR 2022 1 10 0 1575 35 30 189 92 93 SR 64 COLLECTOR 1376 1 10 0 1575 35 30 190 93 498 SR 64 COLLECTOR 2082 1 12 4 1700 60 23 191 94 95 SR 64 COLLECTOR 7312 1 12 4 1700 60 23 192 95 96 SR 64 COLLECTOR 6008 1 12 4 1700 60 23 193 96 97 SR 64 COLLECTOR 5031 1 12 4 1700 45 23 194 96 478 N RIDGE RD COLLECTOR 3169 1 11 3 1700 45 23 195 97 98 SR 64 COLLECTOR 2347 1 14 0 1700 35 22 Byron Generating Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 Up Down No Lan Shule Flo Flow Stem Sra Legt of Wit Wit Rat Speed Gri 196 98 99 SR 64 COLLECTOR 1130 1 14 0 1750 35 22 197 99 100 SR 64 COLLECTOR 2482 1 12 5 1700 30 22 198 100 101 SR 64 COLLECTOR 18563 1 12 5 1700 55 22 199 100 393 RT 35 COLLECTOR 2330 1 10 2 1700 35 22 200 101 102 SR 64 COLLECTOR 21113 1 12 5 1700 55 21 201 102 103 SR 26 COLLECTOR 2625 1 12 1 1700 55 21 202 102 727 SR 26 COLLECTOR 16317 1 12 1 1700 55 28 203 103 102 SR 26 COLLECTOR 2625 1 12 1 1700 55 21 204 103 517 SR-26 COLLECTOR 9208 1 12 1 1700 55 21 205 105 106 SR 64 COLLECTOR 3333 1 14 2 1700 55 31 206 106 107 SR 64 COLLECTOR 2227 1 14 2 1700 55 31 207 107 108 SR 64 COLLECTOR 1467 1 14 2 1700 55 31 208 108 109 SR 64 COLLECTOR 3367 1 14 2 1700 55 31 209 109 110 SR 64 COLLECTOR 2815 1 14 2 1700 55 31 210 110 111 SR 64 COLLECTOR 3398 1 14 2 1700 55 32 211 111 112 SR 64 COLLECTOR 13252 1 14 3 1750 55 32 212 111 460 RT 4 COLLECTOR 7941 1 12 4 1700 55 32 213 112 635 SR 64 COLLECTOR 15499 1 14 3 1700 55 32 214 113 117 SR 64 COLLECTOR 1544 1 14 3 1700 50 33 215 113 637 SR 251 MINOR ARTERIAL 1327 2 12 8 1900 55 33 216 114 62 1-39 ON-RAMP FROM SR 64 FREEWAY RAMP 1280 1 16 6 1700 40 34 217 114 115 SR 64 COLLECTOR 1549 1 14 3 1700 55 34 218 115 63 1-39 ON-RAMP FROM SR 64 FREEWAY RAMP 1355 1 16 10 1700 40 34 219 115 116 SR 64 COLLECTOR 8307 1 14 3 1700 55 34 220 117 742 SR 64 COLLECTOR 8084 1 14 3 1700 50 33 221 118 119 SR2 COLLECTOR 4937 1 14 5 1750 45 17 222 118 121 SR 72 COLLECTOR 3483 1 14 3 1700 55 17 223 119 118 SR2 COLLECTOR 4937 1 14 5 1700 45 17 Byron Generating Station Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 224 119 272 SR 2 COLLECTOR 1735 1 14 5 1750 45 17 225 119 274 CR 29 COLLECTOR 3778 1 14 2 1125 25 17 226 120 136 SR2 COLLECTOR 1782 1 14 1 1700 30 17 227 120 205 SR 72 COLLECTOR 1998 1 12 0 1750 35 17 228 120 272 SR2 COLLECTOR 395 1 14 5 1750 45 17 229 121 595 SR 72 COLLECTOR 6379 1 14 3 1700 60 17 230 122 123 SR 72 COLLECTOR 7811 1 14 3 1700 55 16 231 122 260 CR 1/N PECATONICA RD COLLECTOR 26146 1 12 3 1750 55 16 232 123 124 SR 72 COLLECTOR 3574 1 14 1 1700 45 16 233 124 125 SR 72 COLLECTOR 2035 1 14 1 1575 35 16 234 125 126 SR 72 COLLECTOR 2348 1 14 1 1575 35 16 235 125 679 CR9 COLLECTOR 11528 1 12 2 1575 30 16 236 126 127 SR 72 COLLECTOR 1596 1 14 2 1700 60 16 237 127 128 SR 72 COLLECTOR 1910 1 14 2 1700 60 15 238 128 129 SR 72 COLLECTOR 2497 1 14 2 1750 60 15 239 129 130 SR 72 COLLECTOR 4288 1 14 2 1700 60 15 240 130 131 SR 72 COLLECTOR 2616 1 14 2 1700 60 15 241 131 132 SR 72 COLLECTOR 9350 1 14 2 1700 60 15 242 132 678 SR 72 COLLECTOR 17302 1 14 2 1700 60 14 243 133 759 SR 72 COLLECTOR 914 1 13 0 1350 30 14 244 134 633 SR 26 COLLECTOR 875 1 12 1 1350 30 14 245 136 137 SR 2 COLLECTOR 2984 1 14 1 1700 50 17 246 137 138 SR 2 COLLECTOR 3716 1 14 5 1700 55 17 247 138 139 SR 2 COLLECTOR 4428 1 14 5 1700 55 17 248 139 140 SR 2 COLLECTOR 3589 1 14 5 1700 55 17 249 139 263 KENNEDY HILL RD COLLECTOR 3639 1 12 3 1700 55 17 250 140 141 SR 2 COLLECTOR 4006 1 14 5 1700 55 17 251 141 142 SR 2 COLLECTOR 1720 1 14 5 1700 55 11 Byron Generating Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 252 142 143 SR 2 COLLECTOR 2490 1 14 5 1700 55 18 253 143 144 SR 2 COLLECTOR 2409 1 14 5 1700 55 11 254 144 145 SR 2 COLLECTOR 2365 1 14 5 1700 55 11 255 145 146 SR 2 COLLECTOR 4484 1 14 5 1700 45 11 256 146 147 SR 2 COLLECTOR 1022 1 14 5 1700 45 11 257 147 148 SR 2 COLLECTOR 3650 1 12 2 1700 45 11 258 147 384 S MERIDIAN RD COLLECTOR 7714 1 12 6 1700 50 11 259 148 149 SR 2 COLLECTOR 4443 1 12 2 1700 45 11 260 149 150 SR 2 COLLECTOR 5093 1 12 2 1700 45 11 261 149 632 PRAIRIE RD COLLECTOR 4238 1 10 3 1700 45 11 262 150 151 SR 2 COLLECTOR 4413 1 12 2 1700 45 12 263 151 152 SR 2 COLLECTOR 3055 1 12 2 1750 45 12 264 152 153 SR 2 MINOR ARTERIAL 1584 2 12 2 1900 40 12 265 153 154 SR 2 MINOR ARTERIAL 1836 3 12 2 1900 45 12 266 154 22 US 20 ON RAMP FROM SR 2 FREEWAY RAMP 1292 1 16 10 1700 45 12 267 154 155 SR2 MINOR ARTERIAL 1144 2 12 2 1900 45 12 268 155 21 SR 2 OFF RAMP TO US 20 FREEWAY RAMP 1393 1 14 9 1350 30 12 269 155 174 SR 2 MINOR ARTERIAL 825 2 12 2 1900 50 12 270 156 157 SR2 MINOR ARTERIAL 589 3 14 0 1900 45 12 271 157 158 SR 2 MINOR ARTERIAL 664 2 14 0 1750 45 12 272 158 159 SR2 MINOR ARTERIAL 3291 2 12 2 1750 50 12 273 159 160 SR 2 MINOR ARTERIAL 1263 2 14 0 1900 45 12 274 159 557 HARRISON AVE COLLECTOR 3426 2 14 0 1750 55 12 275 160 161 SR 2 MINOR ARTERIAL 1673 2 14 0 1750 45 7 276 161 162 SR 2 MINOR ARTERIAL 2457 2 12 2 1750 35 7 277 162 163 SR2 MINOR ARTERIAL 3132 2 12 2 1750 35 7 278 162 618 15TH AVE COLLECTOR 802 2 12 0 1900 35 7 279 163 164 SR 2 MINOR ARTERIAL 954 2 12 0 1750 40 7 K-56 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 280 164 173 SR 2 MINOR ARTERIAL 1306 2 12 0 1425 35 7 281 165 620 15TH AVE COLLECTOR 472 2 11 1 1900 40 7 282 165 624 SR 251/KISHWAUKEE ST COLLECTOR 496 2 11 1 1750 40 7 283 166 765 15TH AVE COLLECTOR 389 1 16 0 1750 40 7 284 166 768 6TH ST LOCAL ROADWAY 497 1 12 2 1750 30 7 285 167 763 BROADWAY COLLECTOR 537 1 14 2 1750 40 7 286 167 768 BROADWAY COLLECTOR 389 1 14 2 1750 40 7 287 168 164 MORGAN ST LOCAL ROADWAY 691 1 16 0 1750 40 7 288 169 374 35TH ST LOCAL ROADWAY 5311 1 10 2 1700 45 12 289 170 606 11TH ST MINOR ARTERIAL 1178 2 12 0 1750 40 6 290 171 170 COLUMBIA AVE LOCAL ROADWAY 434 1 16 0 1750 35 6 291 172 553 20TH ST LOCAL ROADWAY 2240 1 10 2 1700 35 12 292 174 156 SR 2 MAJOR ARTERIAL 890 3 12 2 1750 50 12 293 175 176 SR 2 MINOR ARTERIAL 4687 1 12 6 1700 60 23 294 176 177 SR 2 MINOR ARTERIAL 4035 1 12 6 1700 60 23 295 177 178 SR2 MINOR ARTERIAL 6748 1 12 6 1700 60 17 296 178 179 SR 2 MINOR ARTERIAL 3373 1 12 6 1700 60 17 297 179 186 SR2 MINOR ARTERIAL 2428 1 12 6 1700 60 17 298 180 181 SR2 MINOR ARTERIAL 5120 1 12 6 1700 60 23 299 181 182 SR2 MINOR ARTERIAL 4009 1 12 6 1700 45 23 300 181 501 W MUD CREEK RD COLLECTOR 1456 1 10 2 1700 55 23 301 182 183 SR2 COLLECTOR 3289 1 12 6 1700 45 23 302 183 184 SR2 COLLECTOR 1163 1 12 6 1700 45 23 303 184 735 SR2 COLLECTOR 2211 1 12 6 1700 45 23 304 185 81 SR2 COLLECTOR 2925 1 12 4 1750 30 30 305 186 118 SR2 MINOR ARTERIAL 2490 1 12 6 1700 60 17 306 187 188 SR2 COLLECTOR 339 1 12 4 1350 30 30 307 188 189 SR 2 COLLECTOR 1102 1 12 4 1750 30 30 Byron Generating Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 308 189 190 SR2 COLLECTOR 6606 1 12 8 1700 55 30 309 190 191 SR2 COLLECTOR 3369 1 12 8 1700 40 30 310 191 192 SR 2 MINOR ARTERIAL 2971 1 12 8 1700 55 30 311 192 193 SR 2 MINOR ARTERIAL 3592 1 12 8 1700 55 30 312 193 194 SR 2 MINOR ARTERIAL 2340 1 12 8 1700 55 30 313 194 195 SR 2 COLLECTOR 4392 1 12 8 1700 45 30 314 195 196 SR 2 MINOR ARTERIAL 6972 1 12 8 1700 45 30 315 196 705 SR 2 MINOR ARTERIAL 4034 1 12 8 1700 55 36 316 197 198 SR 2 COLLECTOR 8035 1 12 8 1700 45 36 317 198 199 SR2 MINOR ARTERIAL 1317 1 12 8 1700 45 36 318 199 704 SR 2 COLLECTOR 5150 1 12 8 1700 55 36 319 200 201 SR 2 COLLECTOR 6472 1 12 2 1750 55 41 320 201 202 SR 2 COLLECTOR 7648 1 12 4 1700 55 41 321 202 715 SR 2 MINOR ARTERIAL 1515 2 12 4 1900 45 41 322 203 204 SR2 COLLECTOR 1106 1 14 0 1750 30 41 323 204 293 US 52/SR 26 MINOR ARTERIAL 284 2 12 0 1750 35 41 324 205 120 SR 72 COLLECTOR 1996 1 12 0 1750 30 17 325 205 206 SR 72 COLLECTOR 2269 1 12 0 1700 50 17 326 206 207 SR 72 COLLECTOR 1091 1 12 0 1700 50 17 327 207 208 SR 72 COLLECTOR 3300 1 12 0 1700 50 17 328 208 209 SR 72 COLLECTOR 8894 1 12 0 1700 55 18 329 208 411 N KISHWAUKEE RD COLLECTOR 2314 1 10 4 1700 50 17 330 209 210 SR 72 COLLECTOR 4800 1 12 0 1700 55 18 331 210 211 SR 72 COLLECTOR 3009 1 12 2 1750 30 18 332 210 685 N. STILLMAN RD COLLECTOR 2967 1 12 2 1125 25 18 333 211 212 SR 72 COLLECTOR 3441 1 12 1 1700 55 18 334 212 213 SR 72 COLLECTOR 9249 1 12 1 1700 55 18 335 213 214 SR 72 COLLECTOR 2462 1 12 1 1700 55 19 Byron Generating Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 336 214 215 SR 72 COLLECTOR 1275 1 12 1 1700 55 19 337 215 535 SR 72 338 216 217 SR 72 339 216 357 SR 251 340 217 218 SR 72 341 218 743 5R72 342 219 220 SR 72 COLLECTOR 4973 1 12 1 1700 55 19 COLLECTOR 1458 1 12 1 1700 45 19 COLLECTOR 16528 1 14 3 1700 55 19 COLLECTOR 3963 1 12 1 1700 55 19 COLLECTOR 3637 1 12 1 1700 55 19 COLLECTOR 1421 1 13 10 1700 50 20 343 219 391 1-39 ON-RAMP FROM CR 72 FREEWAY RAMP 755 1 14 10 1700 40 20 344 220 68 1-39 ON-RAMP FROM SR 72 FREEWAY RAMP 1994 1 15 5 1700 45 20 345 220 754 SR 72 COLLECTOR 4390 1 12 1 1700 55 20 346 221 222 SR 72 COLLECTOR 7082 1 12 1 1700 60 20 347 222 723 SR 72 COLLECTOR 496 1 12 1 1700 60 20 348 223 224 CR 33/N RIVER RD COLLECTOR 3680 1 12 2 1700 60 24 349 223 231 CR 33/N RIVER RD COLLECTOR 2798 1 12 2 1700 60 24 350 224 225 CR 33/N RIVER RD COLLECTOR 5133 1 12 2 1700 60 24 351 225 226 CR 33/N RIVER RD COLLECTOR 7850 1 12 2 1575 35 17 352 226 227 CR 33/N RIVER RD COLLECTOR 4983 1 12 4 1700 55 17 353 227 230 CR 33/N RIVER RD COLLECTOR 1684 1 12 4 1700 45 17 354 228 229 CR 33/N RIVER RD COLLECTOR 1631 1 12 4 1700 45 17 355 229 205 CR 33/N RIVER RD COLLECTOR 2804 1 12 4 1750 45 17 356 230 228 CR 33/N RIVER RD COLLECTOR 2053 1 12 4 1700 45 17 357 231 232 CR 33/N RIVER RD COLLECTOR 10936 1 12 4 1700 50 23 358 232 233 CR 33/N RIVER RD COLLECTOR 1095 1 12 4 1700 40 23 359 233 234 CR 33/N RIVER RD COLLECTOR 1562 1 12 4 1700 40 23 360 234 235 CR 33/N RIVER RD COLLECTOR 3733 1 12 4 1700 50 30 361 235 84 CR 33/N RIVER RD COLLECTOR 1410 1 12 4 1750 50 31 362 236 237 N GERMAN CHURCH RD COLLECTOR 3335 1 12 4 1700 40 24 363 236 493 N GERMAN CHURCH RD COLLECTOR 4127 1 12 4 1700 55 24 K-59 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-59 KLD Engineering, P.C.Rev. 0 364 237 238 N GERMAN CHURCH RD COLLECTOR 741 1 12 4 1350 30 24 365 238 239 N GERMAN CHURCH RD COLLECTOR 2917 1 12 4 1700 45 24 366 239 240 N GERMAN CHURCH RD COLLECTOR 3767 1 12 4 1700 45 24 367 240 241 N GERMAN CHURCH RD COLLECTOR 1832 1 12 4 1700 45 17 368 241 242 N GERMAN CHURCH RD COLLECTOR 710 1 12 4 1350 30 17 369 242 243 N GERMAN CHURCH RD COLLECTOR 792 1 12 4 1350 30 17 370 243 244 N GERMAN CHURCH RD COLLECTOR 847 1 12 4 1700 45 17 371 244 205 N GERMAN CHURCH RD COLLECTOR 5274 1 12 4 1750 45 17 372 245 246 N GERMAN CHURCH RD COLLECTOR 875 1 12 4 1700 45 24 373 246 247 N GERMAN CHURCH RD COLLECTOR 5252 1 12 4 1700 45 31 374 247 89 N GERMAN CHURCH RD COLLECTOR 1858 1 12 4 1750 55 31 375 248 236 PLANT DRIVEWAY COLLECTOR 1692 1 16 2 1575 35 24 376 249 82 N 3RD ST COLLECTOR 565 1 11 0 1750 30 30 377 250 86 N DAYSVILLE RD COLLECTOR 4800 1 12 1 1750 50 31 378 251 252 S DAYSVILLE RD COLLECTOR 5607 1 12 2 1700 60 31 379 252 253 S DAYSVILLE RD COLLECTOR 4825 1 12 4 1700 60 31 380 252 475 CR 27/S LOWDEN RD COLLECTOR 7052 1 12 2 1700 50 30 381 253 254 S DAYSVILLE RD COLLECTOR 871 1 12 4 1700 60 31 382 254 255 S DAYSVILLE RD COLLECTOR 6116 1 12 4 1700 60 31 383 255 256 S DAYSVILLE RD COLLECTOR 7227 1 12 4 1700 60 37 384 256 257 S DAYSVILLE RD COLLECTOR 3331 1 12 4 1750 60 37 385 257 638 E FLAGG RD COLLECTOR 4621 1 12 1 1700 40 37 386 257 737 W FLAGG RD COLLECTOR 2076 1 12 2 1700 40 37 387 257 738 S DAYSVILLE RD COLLECTOR 1891 1 12 4 1700 60 37 388 258 714 S DAYSVILLE RD COLLECTOR 5726 1 12 4 1700 60 43 389 259 311 SR 38 COLLECTOR 3310 1 12 2 1700 35 43 390 260 491 E MONTAGUE RD COLLECTOR 13186 1 12 2 1750 55 9 391 260 681 SR 18/S PECATONICA RD COLLECTOR 9216 1 12 2 1700 55 9 K-60 KID Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 393 261 682 SR 18/ S PECATONICA RD COLLECTOR 3959 1 12 1 1700 35 9 394 262 726 N PECATONICA RD COLLECTOR 1812 1 13 0 1575 35 3 395 263 264 KENNEDY HILL RD COLLECTOR 3684 1 12 3 1700 50 10 396 264 265 KENNEDY HILL RD COLLECTOR 10740 1 12 3 1700 55 10 397 265 266 WESTFIELD RD COLLECTOR 1597 1 12 3 1700 55 10 398 266 267 WESTFIELD RD COLLECTOR 8769 1 12 3 1750 55 10 399 266 284 MONTAGUE RD COLLECTOR 10688 1 12 2 1700 40 11 400 267 597 EDWARDSVILLE RD COLLECTOR 23642 1 10 2 1750 55 10 401 267 684 WESTFIELD RD COLLECTOR 5274 1 12 3 1700 55 10 402 268 269 E CUNNINGHAM ST COLLECTOR 2745 1 14 2 1700 40 4 403 269 11 S ELIDA ST COLLECTOR 7146 1 12 10 1750 35 4 404 269 587 CR 49/CUNNINGHAM RD COLLECTOR 15828 1 12 2 1700 55 4 405 270 271 N WINNEBAGO RD COLLECTOR 5935 1 14 10 1700 40 4 406 272 119 SR 2 COLLECTOR 1734 1 14 5 1750 45 17 407 272 120 SR 2 COLLECTOR 394 1 14 5 1750 45 17 408 273 272 N WALNUT ST COLLECTOR 429 1 12 1 1750 40 17 409 274 119 COUNTY RT 29 COLLECTOR 3778 1 14 2 1750 25 17 410 274 275 CR 29 COLLECTOR 1169 1 14 2 1575 30 17 411 275 276 CR 29 COLLECTOR 1580 1 14 2 1575 35 17 412 276 277 CR 29 COLLECTOR 697 1 14 2 1575 35 17 413 277 683 CR 29 COLLECTOR 3361 1 14 2 1700 45 17 414 278 279 MONTAGUE RD COLLECTOR 815 1 14 5 1575 35 10 415 278 596 E MONTAGUE RD COLLECTOR 11812 1 12 2 1750 55 10 416 279 280 MONTAGUE RD COLLECTOR 622 1 14 4 1575 35 10 417 280 281 MONTAGUE RD COLLECTOR 779 1 14 4 1575 35 10 418 281 282 MONTAGUE RD COLLECTOR 3747 1 14 4 1700 50 10 419 282 283 MONTAGUE RD COLLECTOR 1552 1 14 4 1700 50 10 Byron Generating Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 10 11 421 284 285 1 MONTAGUE RD COLLECTOR 7143 1 12 2 1750 40 422 285 385 S MERIDIAN RD COLLECTOR 1333 1 14 5 1700 50 11 423 285 741 MONTAGUE RD COLLECTOR 1196 1 12 2 1700 40 11 US 20 ON-RAMP FROM MONTAGUE 424 286 18 RD FREEWAY RAMP 998 1 14 11 1700 45 5 425 286 287 MONTAGUE RD COLLECTOR 1026 1 12 2 1700 40 5 US 20 ON-RAMP FROM MONTAGUE 426 287 17 RD FREEWAY RAMP 951 1 12 8 1700 45 5 427 287 288 MONTAGUE RD COLLECTOR 1184 1 12 2 1750 50 5 428 288 289 MONTAGUE RD COLLECTOR 1001 1 14 2 1750 35 5 429 288 550 S SPRINGFIELD AVE COLLECTOR 3226 2 12 10 1750 55 5 430 288 575 S SPRINGFIELD AVE MINOR ARTERIAL 2788 2 12 6 1900 55 5 431 289 567 MONTAGUE RD COLLECTOR 1378 1 12 6 1575 35 5 432 290 291 MONTAGUE ST COLLECTOR 1135 1 16 0 1575 35 7 433 291 292 MONTAGUE ST COLLECTOR 2748 1 16 0 1575 35 7 434 292 163 MONTAGUE ST COLLECTOR 1330 1 16 0 1750 35 7 435 293 294 US 52/SR 26 MINOR ARTERIAL 399 2 12 0 1750 35 41 436 294 295 US 52/SR 26 MINOR ARTERIAL 390 2 12 0 1750 35 41 437 295 296 US 52/SR 26 MINOR ARTERIAL 678 2 12 0 1900 35 41 438 296 297 US 52/SR 26 MINOR ARTERIAL 731 2 12 0 1750 35 41 439 297 305 SR 26 MINOR ARTERIAL 4982 2 12 0 1750 35 41 440 298 299 SR 26 MINOR ARTERIAL 1048 2 12 0 1900 45 41 441 299 300 SR 26 MINOR ARTERIAL 3310 2 12 0 1900 45 41 442 299 302 1-88 ON-RAMP FROM SR 26 FREEWAY RAMP 1593 1 12 14 1350 30 41 443 300 301 SR 26 COLLECTOR 1042 1 12 8 1700 45 41 444 302 35 1-88 WEST ON-RAMP FREEWAY RAMP 1061 1 16 15 1700 45 41 445 302 720 1-88 EAST ON-RAMP FREEWAY RAMP 708 1 12 10 1700 30 41 Byron Generating Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 446 303 36 1-88 EAST ON-RAMP FREEWAY RAMP 1132 1 12 10 1350 35 41 447 304 298 BLOODY GULCH RD LOCAL ROADWAY 2141 1 14 2 1750 40 41 448 305 298 SR26 MINOR ARTERIAL 567 2 12 0 1750 40 41 449 306 305 DRIVEWAY LOCAL ROADWAY 741 1 16 7 1750 35 41 450 307 297 US 52/SR 38 MINOR ARTERIAL 566 2 12 0 1750 30 41 451 308 293 W 1ST ST LOCAL ROADWAY 819 1 11 0 1750 35 41 452 309 294 E 2ND ST LOCAL ROADWAY 537 1 10 1 1750 35 41 453 310 295 W 3RD ST COLLECTOR 995 1 14 0 1750 35 41 454 311 312 SR 38 COLLECTOR 1909 1 12 2 1700 60 43 455 312 452 SR 38 COLLECTOR 6822 1 12 2 1700 60 42 456 313 307 US 52/SR 38 MINOR ARTERIAL 1242 2 12 0 1900 30 41 457 313 656 US 52 COLLECTOR 4128 1 10 1 1700 45 41 458 314 315 SR 251 COLLECTOR 3478 1 14 6 1700 55 26 459 314 437 E HOLCOMB RD COLLECTOR 8397 1 10 0 1700 40 26 460 314 687 SR 251 COLLECTOR 11943 1 14 3 1700 45 26 461 315 314 SR 251 COLLECTOR 3477 1 14 6 1750 55 26 462 315 316 SR 251 COLLECTOR 2292 1 14 6 1700 55 26 463 316 317 SR 251 COLLECTOR 2796 1 14 6 1700 55 26 464 316 539 E LINDENWOOD RD LOCAL ROADWAY 3575 1 12 0 1350 30 26 465 317 636 SR 251 COLLECTOR 12098 1 14 6 1700 55 26 466 318 690 SR 251 COLLECTOR 5395 1 14 3 1700 55 33 467 319 320 SR 251 COLLECTOR 562 1 14 3 1700 50 39 468 320 321 SR 251 COLLECTOR 2751 1 14 3 1750 40 39 469 320 345 E. TWOMBLY RD LOCAL ROADWAY 8544 1 10 2 1700 45 39 470 321 343 FLAGG RD LOCAL ROADWAY 3578 1 12 2 1700 45 39 471 321 648 SR 251 COLLECTOR 1972 1 12 2 1750 40 39 472 322 323 SR 251 COLLECTOR 1871 1 14 0 1125 25 39 473 322 334 SR 38 MINOR ARTERIAL 722 2 12 0 1750 35 39 Byron Generating Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 474 323 324 SR 251 COLLECTOR 3904 1 14 0 1750 35 39 475 324 325 SR 251 COLLECTOR 5070 1 14 0 1750 35 39 476 325 326 SR 251 MINOR ARTERIAL 832 2 12 2 1900 45 39 477 326 48 1-88 WEST RAMP FROM SR 251 FREEWAY RAMP 1454 1 12 2 1700 45 39 478 326 327 SR 252 MINOR ARTERIAL 1160 2 12 2 1900 45 39 479 327 49 1-88 EAST RAMP FROM SR 251 FREEWAY RAMP 1087 1 16 13 1700 40 39 480 327 328 SR 251 MINOR ARTERIAL 832 2 10 4 1900 45 39 481 328 329 SR 251 COLLECTOR 1204 1 12 2 1700 45 39 482 329 330 SR 251 COLLECTOR 1717 1 12 2 1700 45 39 483 331 49 1-88 FREEWAY 2946 2 14 8 2250 75 39 484 331 50 1-88 FREEWAY 7480 2 14 8 2250 75 39 485 332 325 WILLIS AVE COLLECTOR 2069 1 12 2 1750 40 39 486 333 324 AVE B COLLECTOR 802 1 12 2 1750 30 39 487 334 322 SR 38 COLLECTOR 722 1 12 0 1750 35 39 488 334 335 SR 38 MINOR ARTERIAL 2963 2 12 0 1750 45 39 489 335 336 SR 38 MINOR ARTERIAL 1330 2 12 2 1750 50 39 490 336 337 SR 38 MINOR ARTERIAL 4141 2 12 2 1750 50 39 491 337 338 SR 38 MINOR ARTERIAL 2117 2 12 8 1900 50 40 492 338 58 1-39 ON-RAMP FROM 1-38 FREEWAY RAMP 1171 1 14 11 1700 45 40 493 338 339 SR 38 MINOR ARTERIAL 1396 2 12 8 1750 50 40 494 339 340 SR 38 MINOR ARTERIAL 617 2 12 8 1900 50 40 495 339 346 1-39 ON-RAMP FREEWAY RAMP 456 2 12 13 1900 45 40 496 340 341 SR 38 COLLECTOR 3472 1 12 10 1700 50 40 497 342 334 LINCOLN HWY COLLECTOR 1826 1 12 1 1750 35 39 498 343 335 CARON RD COLLECTOR 2572 1 12 2 1750 45 39 499 344 336 NORTH POINTE DR COLLECTOR 584 1 12 2 1750 35 39 500 345 337 N DEMENT RD MINOR ARTERIAL 5226 2 10 1 1750 40 39 501 346 59 1-39 ON-RAMP FREEWAY RAMP 907 1 14 4 1700 45 40 Byron Generating Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 502 347 348 BELTINE RD LOCAL ROADWAY 1529 1 14 4 1700 50 12 503 347 417 AIRPORT DR LOCAL ROADWAY 1994 1 10 5 1700 55 12 504 348 349 BELTINE RD LOCAL ROADWAY 4342 1 14 4 1700 50 12 505 349 350 BELTINE RD LOCAL ROADWAY 3972 1 14 4 1700 50 12 506 350 351 BELTINE RD LOCAL ROADWAY 6117 1 14 4 1700 50 12 507 350 371 FALCON DR LOCAL ROADWAY 3036 1 12 3 1700 35 12 508 351 352 BELTINE RD COLLECTOR 823 1 14 4 1700 50 19 509 352 353 BAXTER RD COLLECTOR 1812 1 14 1 1700 50 19 510 352 358 SR 251 MINOR ARTERIAL 1654 2 14 5 1900 60 12 511 353 354 BAXTER RD COLLECTOR 11476 1 12 5 1700 55 19 512 354 69 1-39 ON-RAMP FROM BAXTER RD FREEWAY RAMP 1222 1 16 8 1700 40 20 513 354 355 BAXTER RD COLLECTOR 1254 1 14 1 1700 55 20 514 355 70 1-39 ON-RAMP FROM BAXTER RD FREEWAY RAMP 1242 1 16 12 1700 40 13 515 357 533 SR 251 MINOR ARTERIAL 1560 2 14 3 1900 55 19 516 358 359 SR 251 MINOR ARTERIAL 5678 2 12 2 1750 35 12 517 359 360 SR 251 MINOR ARTERIAL 2702 2 12 2 1750 45 12 518 360 361 SR 251 MINOR ARTERIAL 5234 2 12 2 1750 45 12 519 360 553 BLACKHAWK RD LOCAL ROADWAY 4055 1 10 2 1700 45 12 520 361 362 SR 251 MINOR ARTERIAL 1286 2 10 10 1750 45 12 521 361 373 SAMUELSON RD LOCAL ROADWAY 3996 1 12 2 1700 45 12 522 362 363 SR 251 MINOR ARTERIAL 1673 2 10 10 1900 45 12 523 363 24 US 20 ON RAMP FROM SR 251 FREEWAY RAMP 1314 1 14 10 1700 45 12 524 363 364 SR 251 MINOR ARTERIAL 1376 2 10 10 1900 45 12 525 364 23 US 20 ON-RAMP FROM SR 251 FREEWAY RAMP 1516 1 14 8 1350 30 12 526 364 365 SR 251 MINOR ARTERIAL 922 2 12 0 1750 35 12 527 365 366 SR 251 MINOR ARTERIAL 2466 2 12 0 1750 45 12 528 365 555 SANDY HOLLOW RD MINOR ARTERIAL 3901 2 12 10 1750 45 12 529 365 604 SANDY HOLLOW RD MINOR ARTERIAL 1278 2 12 0 1750 40 12 Byron Generating Station Evacuation Time Estimate K-65 KLD Engineering, P.C.Rev. 0 530 366 367 SR 251 MINOR ARTERIAL 2868 2 12 0 1750 45 12 531 367 170 11TH ST MINOR ARTERIAL 2392 2 12 0 1750 45 .6 532 367 558 HARRISON AVE MINOR ARTERIAL 4025 2 12 0 1750 50 12 533 368 369 11TH ST MINORARTERIAL 520 2 12 0 1750 40 6 534 369 370 BROADWAY COLLECTOR 960 1 14 2 1275 40 6 535 371 372 FALCON DR LOCAL ROADWAY 2751 1 12 3 1700 35 12 536 371 670 NEW MILFORD SCHOOL RD LOCAL ROADWAY 2801 1 12 2 1700 35 12 537 372 360 BLACKHAWK RD LOCAL ROADWAY 3829 1 14 4 1750 45 12 538 372 427 FALCON DR LOCAL ROADWAY 2913 1 12 2 1700 35 12 539 373 374 SAMUELSON RD LOCAL ROADWAY 6458 1 12 2 1700 45 12 540 373 686 20TH ST COLLECTOR 3452 1 12 3 1700 25 12 541 374 375 SAMUELSON RD LOCAL ROADWAY 797 1 14 0 1700 40 12 542 375 376 ALPINE RD MINOR ARTERIAL 2764 2 12 2 1750 50 12 543 376 377 S. ALPINE RD MINOR ARTERIAL 641 2 14 0 1750 45 13 544 377 26 US 20 ON-RAMP FREEWAY RAMP 905 1 14 8 1700 40 13 545 377 378 S. ALPINE RD MINOR ARTERIAL 1101 2 14 0 1750 45 13 546 378 379 S. ALPINE RD MINOR ARTERIAL 815 2 14 0 1750 45 13 547 379 380 S. ALPINE RD MINOR ARTERIAL 1717 2 14 0 1750 45 13 548 380 601 S. ALPINE RD MINOR ARTERIAL 2465 2 14 0 1750 50 13 549 381 382 ALPINE RD MINOR ARTERIAL 411 2 12 0 1750 45 12 550 381 562 HARRISON AVE MINOR ARTERIAL 668 2 12 0 1750 45 13 551 382 383 ALPINE RD MINOR ARTERIAL 570 2 12 0 1425 45 6 552 384 631 S MERIDIAN RD COLLECTOR 6994 1 12 6 1700 50 11 553 385 386 S MERIDIAN RD COLLECTOR 9874 1 14 5 1700 50 5 554 386 387 S MERIDIAN RD COLLECTOR 1682 1 14 4 1700 40 5 555 386 569 CUNNINGHAM RD COLLECTOR 4550 1 10 3 1700 45 5 US 20 ON-RAMP FROM S. MERIDIAN 556 387 15 RD FREEWAY RAMP 1147 1 16 10 1700 45 5 Byron Generating Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 Up Down No Lan Shole Flo Flow Strea Strea Lengt of Wit 0.0t Rat Speed Grid 557 387 388 S MERIDIAN RD COLLECTOR 2 1700 US 20 ON-RAMP FROM S. MERIDIAN 558 388 14 RD FREEWAY RAMP 717 8 1700 5 559 388 389 S MERIDIAN RD COLLECTOR 4352 1 12 2 1750 55 5 560 389 572 W STATE RD MINOR ARTERIAL 7592 2 12 2 1750 45 5 561 389 722 N MERIDIAN RD COLLECTOR 3459 1 12 6 1700 55 5 562 391 67 1-39 ON-RAMP FROM CR 72 FREEWAY RAMP 860 1 14 10 1350 30 20 563 392 129 N MT MORRIS RD COLLECTOR 2750 1 12 4 1750 60 15 564 393 394 RT 35 COLLECTOR 460 1 12 2 1350 30 22 565 394 395 RT 35 COLLECTOR 1977 1 12 5 1700 55 22 566 395 396 RT 35 COLLECTOR 746 1 12 2 1350 35 22 567 396 397 RT 35 COLLECTOR 1653 1 12 2 1700 55 22 568 397 398 RT 35 COLLECTOR 734 1 12 5 1575 35 22 569 398 399 RT 35 COLLECTOR 4970 1 12 5 1700 55 22 570 399 400 RT 35 COLLECTOR 750 1 12 5 1350 35 22 571 400 401 RT 35 COLLECTOR 1450 1 12 5 1700 55 22 572 401 402 RT 35 COLLECTOR 800 1 12 5 1700 40 22 573 402 403 RT 35 COLLECTOR 944 1 12 5 1700 40 22 574 403 404 RT 35 COLLECTOR 955 1 12 5 1700 40 22 575 404 405 RT 35 COLLECTOR 5022 1 12 4 1700 55 29 576 405 406 RT 35 COLLECTOR 824 1 12 4 1700 40 29 577 406 407 RT 35 COLLECTOR 1612 1 12 4 1700 55 29 578 407 408 RT 35 COLLECTOR 667 1 12 4 1700 40 29 579 408 709 RT 35 COLLECTOR 4508 1 12 4 1700 55 29 580 409 2 RT 35 COLLECTOR 21154 1 12 4 1700 55 29 581 409 488 RT 6 COLLECTOR 5101 1 12 3 1700 40 29 582 410 659 US 52/SR 26 MINOR ARTERIAL 1726 2 12 0 1750 35 41 583 410 666 US 52/SR 26 MINOR ARTERIAL 2502 2 12 0 1900 35 41 K-67 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 584 411 208 N KISHWAUKEE RD COLLECTOR 2314 1 10 4 1700 50 17 585 411 412 N KISHWAUKEE RD COLLECTOR 1284 1 10 4 1700 40 18 586 412 413 N KISHWAUKEE RD COLLECTOR 7660 1 10 4 1700 50 18 587 413 414 N KISHWAUKEE RD COLLECTOR 11398 1 10 4 1700 50 18 588 414 415 KISHWAUKEE RD COLLECTOR 11845 1 14 3 1700 55 11 589 415 416 KISHWAUKEE RD COLLECTOR 2875 1 14 3 1700 55 11 590 416 347 KISHWAUKEE RD COLLECTOR 2018 1 14 3 1700 55 11 591 417 418 AIRPORT DR LOCAL ROADWAY 1782 1 10 5 1700 55 12 592 418 429 AIRPORT DR LOCAL ROADWAY 3116 1 10 5 1700 55 12 593 419 420 AIRPORT DR LOCAL ROADWAY 1123 2 12 3 1900 40 12 594 419 430 BELTLINE RD MINOR ARTERIAL 1305 2 12 10 1900 40 12 595 420 421 AIRPORT DR LOCAL ROADWAY 4846 1 12 3 1700 40 12 596 421 422 AIRPORT DR LOCAL ROADWAY 1200 1 12 3 1700 40 12 597 422 423 AIRPORT DR LOCAL ROADWAY 1145 1 12 3 1700 35 12 598 422 431 KISHWAUKEE ST MINOR ARTERIAL 1817 2 10 2 1750 50 12 599 423 426 DEVELOPMENT DR COLLECTOR 1517 1 12 2 1700 40 12 600 424 423 FALCON DR LOCAL ROADWAY 1269 1 12 13 1700 35 12 601 424 669 SAMUELSON RD LOCAL ROADWAY 439 1 12 2 1700 35 12 602 425 361 SAMUELSON RD LOCAL ROADWAY 1302 1 12 2 1750 40 12 603 426 362 DEVELOPMENT DR COLLECTOR 1324 1 14 2 1750 45 12 604 426 425 E EASY ST LOCAL ROADWAY 1273 1 15 1 1750 40 12 605 427 424 FALCON DR COLLECTOR 2506 1 12 2 1700 35 12 606 428 419 DRIVEWAY LOCAL ROADWAY 852 2 12 0 1750 35 12 607 429 419 AIRPORT DR LOCAL ROADWAY 802 3 12 3 1750 35 12 608 430 152 BELTLINE RD MINOR ARTERIAL 624 2 12 10 1750 40 12 609 431 422 KISHWAUKEE ST MINOR ARTERIAL 1817 1 10 2 1700 50 12 610 431 432 KISHWAUKEE ST MINOR ARTERIAL 2225 1 10 2 1750 50 12 611 432 433 KISHWAUKEE ST COLLECTOR 2413 1 12 1 1750 50 12 Byron Generating Station Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 F- Saturation Free Up- Dow- No Lane Shule Flo Flow 612 432 604 SANDY HOLLOW RD MINOR ARTERIAL 2705 2 12 0 1750 40 12 613 433 612 KISHWAUKEE ST COLLECTOR 2002 1 12 1 1700 35 12 614 434 211 CR16/N MERIDIAN RD COLLECTOR 15996 1 12 3 1750 55 25 615 434 435 N MERIDIAN RD COLLECTOR 11969 1 12 3 1700 55 25 616 434 734 E HOLCOMB RD COLLECTOR 2465 1 12 2 1700 50 25 617 435 112 N MERIDIAN RD COLLECTOR 9128 1 12 3 1750 55 32 618 436 434 E HOLCOMB RD COLLECTOR 9935 1 12 3 1700 55 25 619 437 438 E HOLCOMB RD COLLECTOR 3486 1 10 0 1700 40 26 620 438 541 E LINDENWOOD RD COLLECTOR 667 1 12 2 1575 35 27 621 440 441 SR 38 COLLECTOR 2344 1 14 3 1700 55 38 622 440 447 SR 38 COLLECTOR 14576 1 12 7 1700 55 38 623 441 749 SR 38 COLLECTOR 15975 1 14 3 1700 55 38 624 442 443 SR 38 COLLECTOR 2612 1 14 3 1700 55 38 625 443 444 SR 38 COLLECTOR 3300 1 14 3 1700 55 39 626 444 445 SR 38 COLLECTOR 10374 1 14 3 1700 55 39 627 445 446 SR 38 COLLECTOR 2063 1 14 3 1350 30 39 628 446 332 JACK DAME DR COLLECTOR 4834 1 14 2 1700 40 39 629 447 761 SR 38 COLLECTOR 479 1 16 2 1350 30 44 630 448 449 SR 38 COLLECTOR 2616 1 12 2 1700 40 43 631 449 450 SR 38 COLLECTOR 3690 1 12 2 1700 40 43 632 450 451 SR 38 COLLECTOR 3552 1 12 2 1700 40 43 633 451 259 SR 38 COLLECTOR 4453 1 12 2 1350 30 43 634 452 713 SR 38 COLLECTOR 17751 1 12 2 1700 60 42 635 460 695 RT 4 COLLECTOR 2542 1 12 4 1350 30 32 636 461 462 RT 4 COLLECTOR 8589 1 12 4 1750 55 38 637 462 463 RT 4/S. CHANA RD COLLECTOR 3075 1 12 4 1700 55 38 638 462 641 E FLAGG RD COLLECTOR 7256 1 12 1 1700 55 38 639 463 464 RT 4/S. CHANA RD COLLECTOR 1374 1 12 4 1700 55 38 Byron Generating Station K-69 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 640 464 440 RT 4/S. CHANA RD COLLECTOR 4884 1 12 4 1700 40 38 641 465 653 CR 22/W FLAGG RD COLLECTOR 2983 1 12 4 1700 60 36 642 466 467 CR 22/W FLAGG RD COLLECTOR 5717 1 12 4 1700 60 36 643 467 468 CR 1/W FLAGG RD COLLECTOR 1100 1 12 4 1700 50 36 644 468 469 CR 1/LOST NATION RD COLLECTOR 5277 1 12 4 1700 60 36 645 469 470 CR 1/LOST NATION RD COLLECTOR 2307 1 12 4 1700 50 36 646 470 471 CR 1/LOST NATION RD COLLECTOR 2595 1 12 4 1700 50 42 647 471 472 CR 1/LOST NATION RD COLLECTOR 1543 1 12 4 1700 50 42 648 472 473 CR 1/LOST NATION RD COLLECTOR 769 1 12 4 1700 50 42 649 473 474 CR 1/LOST NATION RD COLLECTOR 1504 1 12 4 1700 55 42 650 474 201 CR 1/LOST NATION RD COLLECTOR 4700 1 12 4 1750 55 42 651 475 476 CR 27/S LOWDEN RD COLLECTOR 5009 1 12 2 1700 40 30 652 476 477 CR 27/S LOWDEN RD COLLECTOR 7524 1 12 2 1700 50 36 653 477 465 CR 27/S LOWDEN RD COLLECTOR 7653 1 12 2 1750 50 36 654 478 479 N RIDGE RD COLLECTOR 1726 1 12 3 1700 40 23 655 479 487 N RIDGE RD COLLECTOR 14466 1 12 3 1700 55 30 656 480 481 CR 36/S RIDGE RD COLLECTOR 7992 1 12 3 1700 55 36 657 481 482 CR 36/S RIDGE RD COLLECTOR 2921 1 12 3 1700 55 36 658 482 483 CR 36/S RIDGE RD COLLECTOR 3796 1 12 3 1700 55 36 659 483 484 CR 36/S RIDGE RD COLLECTOR 3015 1 12 3 1700 45 36 660 484 485 CR 36 COLLECTOR 1983 1 12 4 1700 55 36 661 485 486 CR 36 COLLECTOR 3340 1 12 0 1575 35 36 662 486 199 CR 36/BROAD ST. COLLECTOR 960 1 9 1 1125 25 36 663 487 480 CR 36/S RIDGE RD COLLECTOR 10939 1 12 3 1700 55 30 664 487 707 RT 6 COLLECTOR 14446 1 12 4 1700 55 29 665 488 489 RT 6 COLLECTOR 14867 1 12 3 1700 55 28 666 489 724 RT 6 COLLECTOR 3585 1 12 3 1700 40 28 667 490 710 RT 35 COLLECTOR 15710 1 12 4 1700 55 35 Byron Generating Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 669 492 677 S ROCK CITY RD COLLECTOR 5435 I 12 10 1700 45 8 670 493 245 N GERMAN CHURCH RD COLLECTOR 12771 1 12 4 1700 55 24 671 493 494 E DEER PATH RD COLLECTOR 5287 1 12 0 1700 45 24 672 494 495 E SPRING CREEK RD COLLECTOR 980 1 12 0 1700 40 24 673 495 496 E SPRING CREEK RD COLLECTOR 5012 1 12 0 1700 45 24 674 496 497 E SPRING CREEK RD COLLECTOR 1451 1 12 0 1700 35 24 675 497 231 E SPRING CREEK RD COLLECTOR 1487 1 12 0 1700 35 24 676 498 94 SR 64 COLLECTOR 1860 1 12 4 1750 60 23 677 499 498 MONGAN DR LOCAL ROADWAY 2040 1 12 1 1700 35 23 678 500 94 N LIMEKILN RD COLLECTOR 4851 1 10 1 1750 35 23 679 501 502 W MUD CREEK RD COLLECTOR 1028 1 10 2 1700 35 23 680 502 503 W MUD CREEK RD COLLECTOR 2089 1 10 2 1700 35 23 681 503 504 W MUD CREEK RD COLLECTOR 2903 1 10 2 1700 55 23 682 504 505 W MUD CREEK RD COLLECTOR 5083 1 10 2 1700 55 23 683 505 506 W MUD CREEK RD COLLECTOR 5339 1 10 2 1750 55 23 684 506 98 E HITT ST COLLECTOR 4234 1 10 2 1700 40 23 685 507 504 N SILVER CREEK RD LOCAL ROADWAY 10827 1 12 1 1700 45 23 686 508 506 N LEAF RIVER RD LOCAL ROADWAY 5051 1 12 1 1750 45 23 687 509 111 S CHANA RD COLLECTOR 7033 1 10 3 1700 55 32 688 510 392 N MT MORRIS RD COLLECTOR 7954 1 12 4 1700 60 15 689 510 518 W GROVE RD COLLECTOR 23927 1 12 2 1700 55 22 690 510 698 CR 35/N MCKENDRIE AVE COLLECTOR 10584 1 12 4 1700 60 22 691 511 512 N LEAF RIVER RD COLLECTOR 7710 1 12 2 1575 35 16 692 511 699 W GROVE RD COLLECTOR 731 1 12 2 1575 35 23 693 512 700 CR 9/MAIN ST COLLECTOR 2626 1 12 2 1575 35 16 694 513 514 SR 26 COLLECTOR 3480 1 12 4 1700 55 21 695 513 747 SR 26 COLLECTOR 7939 1 12 1 1700 55 14 Byron Generating Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 696 697 514 514 SR 26 COLLECTOR 3480 1 12 4 1700 55 21-A 4 4 4 + 4 4 4 +515 SR 26 COLLECTOR 1935 1 12 4 1700 45 21 698 515 514 SR 26 COLLECTOR 1923 1 12 4 1700 45 21 699 515 516 SR 26 COLLECTOR 1167 1 12 4 1700 50 21 700 516 515 SR 26 COLLECTOR 1167 1 12 4 1700 50 21 701 516 517 SR 26 COLLECTOR 1375 1 12 4 1700 40 21 702 517 103 SR 26 COLLECTOR 9208 1 12 1 1700 55 21 703 517 516 SR 26 COLLECTOR 1383 1 12 4 1700 40 21 704 518 519 W GROVE RD COLLECTOR 786 1 12 2 1350 30 21 705 519 520 W GROVE RD COLLECTOR 1668 1 12 2 1700 55 21 706 520 521 W GROVE RD COLLECTOR 642 1 12 2 1350 30 14 707 521 513 W GROVE RD COLLECTOR 14608 1 12 2 1700 55 21 708 522 511 N LEAF RD LOCAL ROADWAY 291 1 11 2 1750 45 23 709 523 522 N LEAF RD LOCAL ROADWAY 7663 1 12 2 1700 45 23 710 524 522 W GROVE RD COLLECTOR 2402 1 10 0 1575 35 23 711 525 524 W WEST GROVE RD LOCAL ROADWAY 707 1 10 0 1575 35 23 712 526 525 W WEST GROVE RD LOCAL ROADWAY 948 1 10 0 1575 35 23 713 527 526 W WEST GROVE RD LOCAL ROADWAY 4580 1 10 0 1575 35 23 714 528 207 N MARRILL RD LOCAL ROADWAY 3854 1 10 2 1700 45 17 715 529 530 N STILLMAN RD COLLECTOR 6118 1 12 2 1575 35 18 716 530 210 N. STILLMAN RD COLLECTOR 1686 1 12 2 1575 35 18 717 531 414 N STILLMAN RD COLLECTOR 11231 1 12 5 1700 55 18 718 532 351 BAXTER RD COLLECTOR 2923 1 11 1 1700 40 19 719 533 352 SR 251 MINOR ARTERIAL 5935 2 12 2 1900 40 19 720 534 314 E HOLCOMB RD COLLECTOR 5473 1 10 4 1750 55 26 721 534 536 N JUNCTION RD COLLECTOR 5181 1 10 1 1700 45 26 722 535 688 SR 72 COLLECTOR 1078 1 12 0 1700 40 19 723 536 534 N JUNCTION RD COLLECTOR 5181 1 10 1 1700 45 26 K-72 KLD Engineering, P.C.Byron Generating Station Evacuation Time Estimate K-72 KLD Engineering, P.C.Rev. 0 Up Down No Lan Shule Flow Flow 724~~ 53 7 JUNCTION RD aOLCO 653 110.10 5 2 725 537 535 N MAPLE ST COLLECTOR 6797 1 12 10 1700 45 19 726 538 316 E LINDENWOOD RD LOCAL ROADWAY 7217 1 12 0 1700 30 26 727 539 438 E LINDENWOOD RD LOCAL ROADWAY 6737 1 12 0 1350 30 26 728 540 744 N KILBUCK RD COLLECTOR 12416 1 11 1 1700 50 27 729 541 540 E LINDENWOOD RD COLLECTOR 1139 1 12 2 1700 55 27 730 541 542 LYNNVILLE RD COLLECTOR 2627 1 12 1 1575 35 27 731 542 742 LYNNVILLE RD COLLECTOR 16242 1 12 1 1700 60 27 732 543 221 N MULFORD RD COLLECTOR 6407 1 12 3 1700 40 27 733 544 413 N CRESTVIEW RD LOCAL ROADWAY 4771 1 10 0 1700 40 18 734 545 413 N CRESTVIEW RD LOCAL ROADWAY 3675 1 10 0 1700 40 18 735 546 415 STILLMAN VALLEY RD LOCAL ROADWAY 6104 1 10 0 1700 40 11 736 547 153 PELLEY RD LOCAL ROADWAY 7671 1 11 0 1700 40 12 737 547 564 PRAIRIE RD COLLECTOR 4855 1 10 4 1700 45 11 738 548 431 RESEARCH PKWY LOCAL ROADWAY 2053 1 11 2 1750 35 12 739 549 366 BROOKE RD COLLECTOR 1265 1 15 0 1750 40 12 740 549 433 BROOKE RD COLLECTOR 2642 1 12 10 1750 40 12 741 549 556 9TH ST COLLECTOR 2876 1 13 3 1750 40 12 742 549 604 9TH ST COLLECTOR 2457 1 12 0 1750 40 12 743 550 288 S SPRINGFIELD AVE MINOR ARTERIAL 3227 2 12 6 1750 55 5 744 550 551 S SPRINGFIELD AVE MINOR ARTERIAL 1675 2 12 3 1900 55 11 745 551 552 S SPRINGFIELD AVE MINOR ARTERIAL 3187 2 12 3 1750 55 12 746 552 159 S SPRINGFIELD AVE MINOR ARTERIAL 1134 2 12 2 1750 55 12 747 553 169 BLACKHAWK RD LOCAL ROADWAY 6541 1 10 2 1700 45 12 748 553 373 20TH ST COLLECTOR 5238 1 12 3 1700 50 12 749 554 376 LINDEN RD COLLECTOR 1246 1 12 0 1750 40 12 750 555 379 SANDY HOLLOW RD COLLECTOR 7819 1 12 0 1750 40 12 751 555 558 20TH ST COLLECTOR 5329 1 12 10 1750 40 12 Byron Generating Station Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 Up- Dow- No Lane Shule Flo Fl0ow 752 556 367 SR 251/HARRISON AVE MINOR ARTERIAL 1257 2 10 0 1750 45 12 753 557 1 HARRISON AVE MINOR ARTERIAL 2660 2 14 0 1750 40 12 754 557 614 SEMINARY ST COLLECTOR 2701 1 12 5 1700 40 7 755 558 559 HARRISON AVE MINOR ARTERIAL 2933 2 12 0 1750 50 12 756 559 560 HARRISON AVE MINOR ARTERIAL 1980 2 12 0 1750 40 12 757 560 561 HARRISON AVE MINOR ARTERIAL 1180 2 12 0 1750 40 12 758 561 381 HARRISON AVE MINOR ARTERIAL 1646 2 12 0 1750 40 12 759 562 563 HARRISON AVE MINOR ARTERIAL 833 2 12 0 1425 45 13 760 564 552 PRAIRIE RD COLLECTOR 6475 1 10 2 1750 45 12 761 565 161 CLIFTON AVE LOCAL ROADWAY 1258 1 16 0 1750 40 7 762 565 289 OLIGBY RD LOCAL ROADWAY 6308 1 9 2 1750 35 7 763 566 289 OLIGBY RD LOCAL ROADWAY 3418 1 15 0 1750 35 5 764 567 290 MONTAGUE RD COLLECTOR 3623 1 1 10 2 1575 35 7 765 568 567 MICHIGAN AVE LOCAL ROADWAY 3703 1 12 0 1575 35 7 766 569 570 CUNNINGHAM RD COLLECTOR 3786 1 10 3 1750 45 5 767 570 573 S SPRINGFIELD AVE MINOR ARTERIAL 2997 2 12 6 1750 55 5 768 571 570 CUNNINGHAM RD COLLECTOR 2367 1 12 7 1750 45 5 769 572 577 N SPRINGFIELD AVE MINOR ARTERIAL 3702 2 12 6 1750 55 5 770 573 572 S SPRINGFIELD AVE MINOR ARTERIAL 2673 2 12 6 1750 55 5 771 575 570 S SPRINGFIELD AVE MINOR ARTERIAL 3067 2 12 6 1750 55 5 772 576 550 DRIVEWAY LOCAL ROADWAY 569 1 15 2 1750 35 11 773 577 578 N SPRINGFIELD AVE MINOR ARTERIAL 3452 2 12 6 1900 55 5 774 578 574 N SPRINGFIELD AVE COLLECTOR 2792 1 12 10 1275 55 5 775 579 389 W STATE RD MINOR ARTERIAL 5420 2 12 2 1750 45 5 776 579 673 W STATE RD MINOR ARTERIAL 817 2 12 10 1900 45 5 777 580 577 AUBURN ST MINOR ARTERIAL 760 1 12 6 1750 45 5 778 581 573 PRESTON ST COLLECTOR 1338 1 12 10 1750 40 5 779 582 268 E CUNNINGHAM ST COLLECTOR 10464 1 10 3 1700 45 5 Byron Generating Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 Sauato Fre Up Down No Lan Shole Flo Flo Stea Stea Legt ofWdhWdh Rt Speed Gri Link #. Nod Node Roda Nam Roda Typ (f. Lae (f.Sf..(c mp)Nme 780 582 579 S WELDON RD COLLECTOR 6647 1 10 6 1700 45 5 781 582 583 CUNNINGHAM RD COLLECTOR 2552 1 10 3 1700 45 5 782 583 386 CUNNINGHAM RD COLLECTOR 2715 1 12 10 1700 45 5 783 584 267 EDWARDSVILLE RD COLLECTOR 10531 1 10 2 1750 55 11 784 584 385 EDWARDSVILLE RD COLLECTOR 5183 1 10 2 1700 55 11 785 584 739 S WELDON RD COLLECTOR 1467 1 10 2 1700 45 11 786 586 8 N PECATONICA RD COLLECTOR 9796 1 12 2 1750 40 3 787 587 588 CR 49/CUNNINGHAM RD COLLECTOR 5230 1 12 2 1700 55 4 788 588 586 CR 49/CUNNINGHAM RD COLLECTOR 10599 1 12 2 1700 55 3 789 588 590 S CONGER RD COLLECTOR 5268 1 10 0 1700 50 4 790 589 269 S WINNEBAGO RD COLLECTOR 5168 1 12 1 1700 40 4 791 590 9 S CONGER RD COLLECTOR 4084 1 10 0 1700 50 4 792 591 559 OHIO PKWY COLLECTOR 643 1 12 0 1750 35 12 793 592 6 KINGER RD COLLECTOR 19334 1 12 10 1700 45 3 794 592 594 EDWARDSVILLE RD COLLECTOR 20967 1 10 2 1700 55 8 795 593 492 N ROCK CITY RD COLLECTOR 10192 1 10 3 1700 45 8 796 594 676 S ROCK CITY RD COLLECTOR 8764 1 10 3 1700 45 8 797 595 122 SR 72 COLLECTOR 10618 1 14 3 1700 55 16 798 595 596 N CONGER RD COLLECTOR 25989 1 10 0 1750 50 17 799 596 260 E MONTAGUE RD COLLECTOR 10530 1 12 2 1750 55 9 800 596 736 SCONGERRD COLLECTOR 1468 1 10 0 1750 50 10 801 597 261 EDWARDSVILLE RD COLLECTOR 10627 1 10 2 1750 55 9 802 597 740 S CONGER RD COLLECTOR 2005 1 10 0 1700 50 10 803 598 560 COLORADO AVE COLLECTOR 1538 1 12 3 1750 35 12 804 599 561 MANCHESTER DR COLLECTOR 975 1 12 1 1750 35 12 805 600 380 AMERICAN RD LOCAL ROADWAY 1592 1 12 2 1750 35 13 806 601 381 S. ALPINE RD MINOR ARTERIAL 1087 2 14 0 1750 45 12 807 602 562 HOLMES ST/DRIVEWAY LOCAL ROADWAY 1077 1 10 0 1750 35 13 Byron Generating Station Evacuation Time Estimate K-75 KLD Engineering, P.C.Rev. 0 808 602 601 MANCHESTER DR/DRIVEWAY LOCAL ROADWAY 632 1 12 5 1750 35 13 809 603 382 BEACH ST COLLECTOR 1119 1 12 1 1750 35 12 810 604 365 SANDY HOLLOW RD MINOR ARTERIAL 1278 2 12 0 1750 40 12 811 604 432 SANDY HOLLOW RD MINOR ARTERIAL 2705 2 12 0 1750 45 12 812 605 557 MAGNOLIA ST LOCAL ROADWAY 387 1 16 0 1750 35 12 813 606 368 11TH ST COLLECTOR 1163 2 12 0 1750 40 6 814 607 606 18TH AVE LOCAL ROADWAY 1356 1 16 0 1750 40 6 815 607 767 9TH ST LOCAL ROADWAY 1178 1 12 2 1750 30 6 816 608 609 SR 251/KISHWAUKEE ST MINOR ARTERIAL 1519 2 11 0 1750 40 7 817 609 610 SR 251/KISHWAUKEE ST MINOR ARTERIAL 950 2 11 0 1750 40 7 818 610 165 SR 251/KISHWAUKEE ST MINOR ARTERIAL 1196 2 12 0 1750 40 7 819 611 162 MARCHESANO DR LOCAL ROADWAY 1007 1 12 0 1750 35 7 820 612 1 KISHWAUKEE ST MINOR ARTERIAL 815 2 12 0 1750 35 12 821 613 608 23RD AVE LOCAL ROADWAY 2669 1 14 0 1750 40 7 822 614 609 BLACKHAWK PARK AVE MINOR ARTERIAL 2432 2 10 0 1750 40 7 823 614 615 SEMINARY ST COLLECTOR 990 1 12 1 1700 40 7 824 615 610 18TH AVE LOCAL ROADWAY 2369 1 14 13 1750 40 7 825 615 616 SEMINARY ST MINOR ARTERIAL 1147 2 12 1 1750 35 7 826 616 619 15TH AVE COLLECTOR 1996 1 12 0 1575 35 7 827 617 616 15TH AVE COLLECTOR 705 1 12 0 1750 35 7 828 618 617 15TH AVE COLLECTOR 964 1 12 0 1750 35 7 829 619 165 15TH AVE MINOR ARTERIAL 349 2 12 0 1750 35 7 830 620 166 15TH AVE COLLECTOR 674 1 16 0 1750 40 7 831 621 615 18TH AVE LOCAL ROADWAY 739 1 16 8 1700 40 7 832 621 617 CHRISTINA ST COLLECTOR 1153 1 14 4 1750 35 7 833 622 623 SR 251 MINOR ARTERIAL 491 2 12 1 1425 35 7 834 624 625 SR 251 MINOR ARTERIAL 1088 2 12 1 1750 35 7 835 624 768 BROADWAY COLLECTOR 1169 1 14 2 1750 40 7 Byron Generating Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 U- Don No Lan Shule Flow Flo 836 625 626 SR 251 MINOR ARTERIAL 1470 2 12 1 1750 40 7 837 626 622 SR 251 MINOR ARTERIAL 895 2 12 1 1750 35 7 838 627 167 S 7TH ST COLLECTOR 612 1 12 0 1750 35 7 839 628 625 S 3RD ST LOCAL ROADWAY 452 1 16 1 1750 35 7 840 629 626 7TH AVE COLLECTOR 363 1 12 0 1750 35 7 841 630 164 MORGAN ST LOCAL ROADWAY 1926 1 12 0 1750 40 7 842 630 622 COLLEGE AVE LOCAL ROADWAY 1752 1 12 0 1750 35 7 843 631 285 S MERIDIAN RD COLLECTOR 2424 1 12 6 1750 50 11 844 631 564 SIMPSON RD COLLECTOR 12601 1 10 3 1700 50 11 845 632 547 PRAIRIE RD COLLECTOR 4501 1 10 3 1700 45 11 846 633 135 SR 26 COLLECTOR 3529 1 14 2 1700 40 14 847 634 635 N CHURCH RD COLLECTOR 20897 1 10 0 1700 50 26 848 634 689 E HOLCOMB RD COLLECTOR 3148 1 10 4 1700 55 26 849 635 113 SR 64 COLLECTOR 13140 1 14 3 1750 40 33 850 636 113 SR 251 MINOR ARTERIAL 1189 2 12 8 1750 50 33 851 637 318 SR 251 COLLECTOR 9305 1 14 3 1700 55 33 852 638 639 E FLAGG RD COLLECTOR 1485 1 12 1 1700 40 37 853 639 640 E FLAGG RD COLLECTOR 1520 1 12 1 1700 40 37 854 640 462 E FLAGG RD COLLECTOR 17501 1 10 3 1750 55 37 855 641 642 CR 22/FLAGG RD COLLECTOR 3986 1 12 2 1700 55 38 856 642 643 CR 22/FLAGG RD COLLECTOR 5421 1 12 2 1700 55 38 857 643 644 CR 22/FLAGG RD COLLECTOR 5420 1 12 2 1700 55 38 858 644 645 CR 22/FLAGG RD COLLECTOR 3094 1 12 2 1700 55 39 859 645 444 S. CENTER RD LOCAL ROADWAY 7889 1 10 2 1700 30 39 860 645 693 CR 22/FLAGG RD COLLECTOR 3420 1 12 0 1350 30 39 861 646 691 CR 22/FLAGG RD COLLECTOR 983 1 12 0 1750 45 39 862 647 645 S. CENTER RD LOCAL ROADWAY 6788 1 10 2 1700 30 39 863 648 322 SR 251 COLLECTOR 699 1 14 0 1750 45 39 Byron Generating Station Evacuation Time Estimate K-77 KLD Engineering, P.C.Rev. 0 StemSraegh o Wit Wit Rat Speed Gri 864 649 646 20TH ST COLLECTOR 1488 1 12 2 1750 30 39 865 649 648 CARRIE AVE COLLECTOR 4130 1 14 1 1750 30 39 866 651 694 1ST AVE COLLECTOR 1224 1 14 0 1350 30 39 867 652 466 CR 22/W FLAGG RD COLLECTOR 2482 1 12 4 1700 60 36 868 653 652 CR 22/W FLAGG RD COLLECTOR 2090 1 12 4 1700 60 36 869 654 652 PARK DR LOCAL ROADWAY 895 1 10 2 1700 40 36 870 655 653 WOODLAND DR COLLECTOR 963 1 10 2 1700 40 36 871 656 313 US 52 COLLECTOR 4128 1 13 1 1750 55 41 872 656 657 US 52 COLLECTOR 4152 1 12 5 1700 55 41 873 658 313 SR 38 MINOR ARTERIAL 984 2 12 4 1750 40 41 874 659 410 US 52/SR 26 MINOR ARTERIAL 1726 2 12 0 1750 35 41 875 659 660 US 52/SR 26 MINOR ARTERIAL 1847 2 12 0 1900 35 41 876 660 661 US 52/SR 26 MINOR ARTERIAL 2132 2 12 0 1750 35 41 877 661 204 US 52/SR 26 MINOR ARTERIAL 1445 2 12 0 1750 35 41 878 661 662 SR 2 MINOR ARTERIAL 778 2 12 1 1750 35 41 879 662 661 SR 2 MINOR ARTERIAL 778 1 12 1 1750 35 41 880 662 663 SR 2 MINOR ARTERIAL 1138 2 12 1 1900 40 41 881 663 755 SR 2 MINOR ARTERIAL 1377 2 12 1 1750 40 41 882 664 662 S PEORIA AVE MINOR ARTERIAL 523 3 10 1 1750 35 41 883 665 659 N COURT ST COLLECTOR 863 1 11 1 1750 35 41 884 666 667 US 52/SR 26 COLLECTOR 2041 1 10 8 1700 40 41 885 668 376 LINDEN RD COLLECTOR 717 1 12 1 1750 45 13 886 669 425 SAMUELSON RD LOCAL ROADWAY 1034 1 12 2 1750 40 12 887 670 359 NEW MILFORD SCHOOL RD LOCAL ROADWAY 1084 1 12 2 1750 25 12 888 671 156 SOUTHROCK DR COLLECTOR 1908 1 12 0 1750 35 12 889 672 158 SAUK LN COLLECTOR 1848 1 14 0 1750 35 12 890 673 32 US 20 ON-RAMP FROM W STATE RD FREEWAY RAMP 780 1 12 10 1700 45 5 891 674 10 S HOISINGTON RD COLLECTOR 1125 1 10 2 1700 45 4 Byron Generating Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 Up Down No Lan Shule Flo Flow 892 675 10 N HOISINGTON RD COLLECTOR 1817 1 10 2 1700 45 4 893 676 4 S ROCK CITY RD COLLECTOR 7773 1 14 2 1575 35 2 894 677 594 S ROCK CITY RD COLLECTOR 5122 1 10 3 1700 35 8 895 678 133 SR 72 COLLECTOR 5307 1 14 2 1350 30 14 896 679 680 CR 9 COLLECTOR 2210 1 12 2 1700 30 16 897 680 491 CR9 COLLECTOR 14183 1 12 2 1750 50 9 898 681 261 SR 18/S PECATONICA RD COLLECTOR 1337 1 12 2 1750 35 9 899 682 586 SR 18/S PECATONICA RD COLLECTOR 6633 1 12 4 1700 55 3 900 683 278 CR 29 COLLECTOR 19855 1 14 2 1700 60 10 901 684 268 WESTFIELD RD COLLECTOR 5227 1 12 3 1125 40 4 902 685 210 N. STILLMAN RD COLLECTOR 2967 1 12 2 1125 25 18 903 685 531 N. STILLMAN RD COLLECTOR 5566 1 12 2 1700 55 18 904 686 555 20TH ST COLLECTOR 1785 1 12 3 1750 40 12 905 687 216 SR 251 COLLECTOR 1751 1 14 3 1750 45 19 906 688 216 SR 72 COLLECTOR 4117 1 12 1 1750 55 19 907 689 534 E HOLCOMB RD COLLECTOR 2005 1 10 4 1350 30 26 908 690 319 SR 251 COLLECTOR 4735 1 14 3 1700 50 33 909 691 321 CR 22/FLAGG RD COLLECTOR 3221 1 12 0 1750 45 39 910 692 691 ROCHELLE HIGH SCHOOL EXIT LOCAL ROADWAY 619 1 16 0 1750 25 39 911 693 646 CR 22/FLAGG RD COLLECTOR 7254 1 12 0 1750 55 39 912 694 333 N WASHINGTON ST LOCAL ROADWAY 600 1 12 0 1350 30 39 913 695 696 RT 4 COLLECTOR 4659 1 12 4 1700 55 32 914 696 461 RT 4 COLLECTOR 3093 1 12 4 1700 55 32 915 697 90 S. 10TH ST COLLECTOR 397 1 15 1 1750 30 30 916 698 99 CR 35/N MCKENDRIE AVE COLLECTOR 5167 1 10 2 1750 35 22 917 699 510 W GROVE RD COLLECTOR 7058 1 12 2 1700 55 23 918 699 511 W GROVE RD COLLECTOR 732 1 12 2 1750 35 23 919 700 125 CR 9/MAIN ST COLLECTOR 1253 1 12 2 1575 35 16 Byron Generating Station K-79 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up- Don No Lan Shule Flo Flow 920 701 175 SR 2 MINOR ARTERIAL 1397 1 12 6 1700 60 23 921 701 180 SR 2 COLLECTOR 3358 1 12 6 1700 60 23 922 702 189 PINES RD LOCAL ROADWAY 2267 1 13 1 1750 45 30 923 703 189 HILL ST LOCAL ROADWAY 994 1 12 2 1750 30 30 924 704 200 SR 2 COLLECTOR 1808 1 12 8 1700 45 35 925 705 706 SR 2 MINOR ARTERIAL 3470 2 12 4 1900 55 36 926 706 197 SR 2 COLLECTOR 1430 1 12 4 1700 55 36 927 707 708 RT 6 COLLECTOR 3969 1 12 3 1700 45 29 928 708 409 RT 6 COLLECTOR 5115 1 12 3 1750 55 29 929 709 409 RT 35 COLLECTOR 2972 1 12 4 1750 45 29 930 710 711 RT 35 COLLECTOR 2637 1 12 3 1700 45 41 931 711 410 RT 35 COLLECTOR 2092 1 12 1 1750 35 41 932 712 658 SR 38 COLLECTOR 6757 1 12 4 1700 55 41 933 713 712 SR 38 COLLECTOR 9605 1 12 4 1700 60 41 934 714 259 S DAYSVILLE RD COLLECTOR 1519 1 12 4 1350 30 43 935 715 716 SR 2 MINOR ARTERIAL 2654 2 12 4 1750 40 41 936 716 719 SR 2 MINOR ARTERIAL 1499 2 12 4 1900 40 41 937 717 716 STONY POINT RD COLLECTOR 1857 1 9 2 1750 30 41 938 718 203 SR 2 COLLECTOR 1265 1 14 0 1350 30 41 939 719 762 SR2 COLLECTOR 457 1 12 1 1700 40 41 940 720 303 1-88 EAST ON-RAMP FREEWAY RAMP 1122 1 14 0 1700 50 41 941 721 30 US 20 FREEWAY 3152 3 12 10 2250 65 13 942 721 31 US 20 FREEWAY 3289 2 12 10 2250 65 13 943 722 390 N MERIDIAN RD COLLECTOR 777 1 12 6 900 20 5 944 724 732 SR 52 COLLECTOR 1562 1 16 0 1575 35 28 945 724 748 SR 52/SR 26 COLLECTOR 2760 1 16 0 1575 35 28 946 725 3 US 20 FREEWAY 1919 2 12 10 2250 65 1 947 727 729 SR 52 COLLECTOR 1960 1 12 1 1700 45 28 Byron Generating Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 948 727 745 SR 52 COLLECTOR 5462 1 12 1 1700 50 28 949 728 729 SR 52 COLLECTOR 1518 1 12 1 1700 40 28 950 728 732 SR 52 COLLECTOR 2264 1 12 1 1700 50 28 951 729 727 SR 52 COLLECTOR 1959 1 12 1 1700 45 28 952 729 728 SR 52 COLLECTOR 1512 1 12 1 1700 40 28 953 731 758 SR 52/SR 26 COLLECTOR 2591 1 12 8 1700 60 28 954 732 724 SR 52 COLLECTOR 1562 1 12 0 1575 35 28 955 732 728 SR 52 COLLECTOR 2264 1 12 8 1700 50 28 956 734 634 E HOLCOMB RD COLLECTOR 13226 1 12 2 1700 50 25 957 735 185 SR2 COLLECTOR 1714 1 12 6 1700 45 30 958 736 597 S CONGER RD COLLECTOR 9268 1 10 0 1750 50 10 959 737 257 W FLAGG RD COLLECTOR 2076 1 12 2 1750 40 37 960 737 465 W FLAGG RD COLLECTOR 9364 1 12 2 1750 40 37 961 738 258 S DAYSVILLE RD COLLECTOR 19077 1 12 4 1700 60 37 962 739 582 S WELDON RD COLLECTOR 9057 1 10 2 1700 45 5 963 740 588 S CONGER RD COLLECTOR 8556 1 10 0 1700 50 4 964 741 286 MONTAGUE RD COLLECTOR 8634 1 12 2 1700 40 11 965 742 114 SR 64 COLLECTOR 1740 1 14 3 1700 50 34 966 743 219 SR 72 COLLECTOR 2090 1 13 10 1700 55 20 967 744 743 N KILBUCK RD COLLECTOR 2981 1 11 1 1700 50 19 968 745 746 SR 52 COLLECTOR 1366 1 12 1 1700 50 28 969 747 134 SR 26 COLLECTOR 2200 1 14 1 1700 40 14 970 748 731 SR 52/SR 26 COLLECTOR 2717 1 16 0 1700 40 28 971 749 442 SR 38 COLLECTOR 2843 1 14 3 1700 55 38 972 749 750 BROOKLYN RD COLLECTOR 6625 1 10 0 1700 55 38 973 750 751 BROOKLYN RD COLLECTOR 1865 1 10 0 1575 35 38 974 751 752 BROOKLYN RD COLLECTOR 9857 1 10 0 1700 55 44 975 752 760 BROOKLYN RD COLLECTOR 10613 1 12 0 1700 50 44 Byron Generating Station Evacuation Time Estimate K-81 KLD Engineering, P.C.Rev. 0 Up Don0o. Ln Shole Flo Flow Strea Strea Legt of Wit Widt Rat Spe Grid 976 754 221 SR 72 COLLECTOR 1760 1 12 1 1700 45 20 977 755 757 SR 2 MINOR ARTERIAL 2093 2 12 1900 45 41 978 756 755 4TH AVE COLLECTOR 643 1 12 0 1750 35 41 979 759 633 S WALNUT AVE LOCAL ROADWAY 856 1 12 8 1350 30 14 980 760 753 BROOKLYN RD COLLECTOR 3788 1 12 0 1700 50 44 981 761 448 SR 38 COLLECTOR 14776 1 16 2 1700 40 43 982 762 718 SR 2 COLLECTOR 1372 1 12 1 1700 40 41 983 763 764 BROADWAY COLLECTOR 556 1 14 2 1750 40 7 984 764 369 BROADWAY COLLECTOR 1367 1 14 2 1750 40 6 985 765 167 7TH ST LOCAL ROADWAY 508 1 12 2 1750 30 7 986 765 766 15TH AVE COLLECTOR 553 1 16 0 1700 40 7 987 766 763 8TH ST LOCAL ROADWAY 496 1 12 2 1750 30 7 988 766 767 15TH AVE COLLECTOR 544 1 16 0 1750 40 7 989 767 368 15TH AVE COLLECTOR 1373 1 16 0 1750 40 6 990 767 764 9TH ST LOCAL ROADWAY 506 1 12 2 1750 30 6 991 768 167 BROADWAY COLLECTOR 389 1 14 2 1750 40 7 992 768 624 BROADWAY COLLECTOR 1169 1 14 2 1750 40 7 993 769 166 6TH ST LOCAL ROADWAY 369 1 12 2 1750 30 7 994 770 765 7TH ST LOCAL ROADWAY 349 1 12 2 1750 30 7 995 771 766 8TH ST LOCAL ROADWAY 380 1 12 2 1350 30 7 996 772 535 N JUNCTION RD COLLECTOR 2155 1 10 1 1700 45 19 997 772 536 N JUNCTION RD COLLECTOR 6533 1 10 1 1700 45 26 998 773 772 AUTUMNWOOD LN LOCAL ROADWAY 1779 1 10 1 1575 35 19 999 774 717 STONY POINT RD COLLECTOR 1865 1 9 2 1575 35 41 1000 8003 725 US 20 FREEWAY 3267 2 12 10 2250 65 1 1001 8031 31 US 20/SR 39 FREEWAY 1377 2 12 10 2250 65 13 1002 8034 34 1-88 FREEWAY 3462 2 14 8 2250 75 41 1003 8053 53 1-88 FREEWAY 1564 2 14 8 2250 75 40 Byron Generating Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 Exit Link 31 8031 US 20 FREEWAY 1377 2 12 10 2250 65 13 Exit Link 34 8034 1-88 FREEWAY 3462 2 14 8 2250 75 41 Exit Link 53 8053 1-88 FREEWAY 1564 2 14 8 2250 75 40 Exit Link 55 8055 1-39 FREEWAY 2175 2 11 10 2250 70 40 Exit Link 116 8116 SR 64 COLLECTOR 1795 1 14 3 1700 55 34 Exit Link 135 8135 SR 26 COLLECTOR 1013 1 14 2 1700 40 14 Exit Link 173 8173 SR 2 MINOR ARTERIAL 877 2 12 0 1425 35 7 Exit Link 341 8341 SR 38 COLLECTOR 819 1 12 10 1700 50 40 Exit Link 370 8370 BROADWAY COLLECTOR 1826 1 14 2 1275 35 6 Exit Link 383 8383 ALPINE RD MINOR ARTERIAL 522 2 12 0 1425 45 6 Exit Link 390 8390 N MERIDIAN RD COLLECTOR 849 1 12 2 900 20 5 Exit Link 563 8563 HARRISON AVE MINOR ARTERIAL 788 2 12 0 1425 45 13 Exit Link 723 8222 SR 72 COLLECTOR 1331 1 12 1 1700 60 20 Exit Link 725 8003 US 20 FREEWAY 3263 2 12 10 2250 65 1 Exit Link 726 8262 N PECATONICA RD COLLECTOR 1094 1 13 0 1575 35 3 Exit Link 746 8746 SR 52 COLLECTOR 2222 1 12 1 1700 50 28 Exit Link 753 8753 BROOKLYN RD COLLECTOR 3427 1 12 0 1700 50 44 Exit Link 757 8757 SR 2 MINOR ARTERIAL 1606 2 12 0 1900 55 41 Exit Link 758 8124 SR 52/SR 26 COLLECTOR 3414 1 12 8 1700 60 28 Exit Link 271 8271 N WINNEBAGO RD COLLECTOR 765 1 14 10 1700 40 4 Exit Link 301 8301 SR 26 COLLECTOR 433 1 12 8 1700 45 41 Exit Link 330 8330 SR 251 COLLECTOR 1011 1 10 2 1700 45 39 Exit Link 574 8574 N SPRINGFIELD AVE COLLECTOR 759 1 12 10 1275 55 5 Exit Link 623 8623 SR 251 MINOR ARTERIAL 441 2 12 1 1425 35 7 Exit Link 657 8657 US 52 COLLECTOR 1639 1 12 5 1700 55 41 Exit Link 667 8667 US 52/SR 26 COLLECTOR 714 1 10 8 1700 40 41 Byron Generating Station Evacuation Time Estimate K-83 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 6@t) (ft Typ Number 1 2588975 2031065 Actuated 12 2 2479654 1918082 TCP -Uncontrolled 35 4 2483629 2043476 Stop 2 6 2504704 2046932 Stop 3 8 2515071 2048145 Actuated 3 9 2525726 2047987 Stop 4 10 2530990 2047571 Stop 4 11 2546876 2046264 Actuated 4 81 2523242 1949022 TCP -Actuated 30 82 2523661 1949029 Actuated 30 84 2525610 1948984 TCP -Actuated 31 86 2527335 1948991 Actuated 31 89 2536447 1947700 TCP -Actuated 31 90 2520981 1949002 Actuated 30 94 2515766 1953843 TCP -Actuated 23 95 2509342 1957334 TCP -Uncontrolled 23 96 2503490 1958695 TCP -Uncontrolled 23 98 2497234 1961624 Stop 22 99 2496107 1961548 Actuated 22 102 2453964 1960495 Stop 21 105 2537852 1947192 TCP -Uncontrolled 31 111 2553839 1945673 Stop 32 112 2567084 1946118 TCP -Actuated 32 113 2595707 1947054 TCP -Actuated 33 118 2536495 1989718 TCP -Uncontrolled 17 119 2541427 1989498 Actuated 17 120 2543555 1989587 Actuated 17 122 2516498 1991076 TCP -Uncontrolled 16 125 2503447 1989298 Stop 16 129 2495564 1987996 TCP -Actuated 15 139 2547747 2000500 TCP -Uncontrolled 17 147 2565888 2010720 TCP -Uncontrolled 11 152 2583139 2020115 TCP -Actuated 12 153 2583057 2021696 Stop 12 156 2583022 2026390 Actuated 12 158 2582968 2027642 Actuated 12 159 2582891 2030932 Actuated 12 Byron Generating Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 sq .Coto Grd Ma Node Corint Corint Typ Number (ft), (ft 161 2582781 2033805 Actuated 7 162 2584038 2035904 Actuated 7 163 2584985 2038882 Actuated 7 164 2585130 2039825 Actuated 7 165 2588845 2035881 Actuated 7 166 2589991 2035884 Actuated 7 167 2590393 2036381 Actuated 7 170 2592839 2033566 Actuated 6 189 2522050 1945366 Actuated 30 199 2502140 1906512 Stop 36 201 2497610 1894831 TCP -Actuated 41 204 2482867 1886735 Actuated 41 205 2543986 1987649 TCP -Actuated 17 207 2547109 1988008 Stop 17 208 2550123 1986677 Stop 17 210 2563259 1983164 Stop 18 211 2566268 1983199 TCP -Actuated 18 216 2592373 1981485 TCP -Actuated 19 221 2613744 1981546 Stop 20 231 2524946 1966598 Stop 23 235 2525181 1950294 TCP -Uncontrolled 30 236 2537840 1971836 Stop 24 257 2531866 1915495 TCP -Actuated 37 259 2531778 1887282 Stop 43 260 2515846 2017214 TCP -Actuated 9 261 2515517 2027762 TCP -Actuated 9 266 2549884 2019913 Stop 10 267 2549774 2028682 TCP -Actuated 10 268 2549715 2039183 Stop 4 269 2546971 2039119 Stop 4 272 2543160 1989592 Actuated 17 276 2539156 1994205 TCP -Uncontrolled 17 278 2538175 2017878 Stop 10 285 2565517 2027848 TCP -Actuated 11 288 2575578 2034445 Actuated 5 289 2576368 2035060 Actuated 5 291 2580910 2038758 Stop 7 292 2583655 2038890 Stop 7 Byron Generating Station Evacuation Time Estimate K-85 KLD Engineering, P.C.Rev. 0 293 2482969 1886470 Actuated 41 294 2483091 1886090 Actuated 41 295 2483208 1885718 Actuated 41 297 2483697 1884397 Actuated 41 298 2485275 1879084 Actuated 41 305 2485152 1879638 Actuated 41 313 2485441 1884279 Actuated 41 314 2592803 1967798 TCP -Actuated 26 316 2594579 1962886 TCP -Uncontrolled 26 321 2595426 1923178 Actuated 39 322 2595383 1920508 Actuated 39 324 2595308 1914754 Actuated 39 325 2595482 1909687 Actuated 39 334 2596105 1920501 Actuated 39 335 2599065 1920646 Actuated 39 336 2600392 1920725 Actuated 39 337 2604532 1920786 Actuated 39 339 2608045 1920863 Actuated 40 343 2599004 1923218 Stop 39 351 2591844 2005808 Stop 12 352 2592544 2005431 Stop 19 359 2593070 2012652 Actuated 12 360 2593006 2015353 Actuated 12 361 2592945 2020587 Actuated 12 362 2592978 2021872 Actuated 12 365 2592928 2025842 Actuated 12 366 2592862 2028307 Actuated 12 367 2592783 2031174 Actuated 12 368 2592849 2035907 Actuated 6 369 2592852 2036427 Actuated 6 373 2596941 2020660 Stop 12 374 2603396 2020859 Stop 12 375 2604192 2020859 Stop 12 376 2604681 2023570 Actuated 13 377 2604666 2024211 Actuated 13 378 2604652 2025312 Actuated 13 379 2604645 2026126 Actuated 13 380 2604599 2027843 Actuated 13 Byron Generating Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 SI S Coto GridMa 381 2604544 2031395 Actuated 12 382 2604523 2031805 Actuated 12 385 2565480 2029180 Stop 11 386 2565312 2039052 Stop 5 389 2565399 2045943 Actuated 5 409 2480092 1939231 TCP -Actuated 29 410 2479198 1892576 Actuated 41 413 2557124 1995161 Stop 18 414 2565906 2002409 Stop 18 415 2575186 2009769 Stop 11 419 2583593 2018240 Actuated 12 422 2588993 2021793 Stop 12 423 2590138 2021807 Stop 12 425 2591643 2020563 Actuated 12 431 2588974 2023610 Actuated 12 432 2588946 2025835 Actuated 12 433 2588956 2028248 Actuated 12 434 2566496 1967205 TCP -Uncontrolled 25 438 2604325 1966229 Stop 26 440 2555055 1910471 Stop 38 444 2580793 1914896 Stop 39 462 2555787 1919264 TCP -Actuated 38 465 2521322 1911056 TCP -Actuated 36 477 2521410 1918708 TCP- Uncontrolled 36 484 2500532 1911306 TCP- Uncontrolled 36 491 2502664 2016918 TCP -Actuated 9 492 2484249 2016393 Stop 8 494 2532805 1967587 Stop 24 498 2517526 1953239 Stop 23 504 2511882 1962026 Stop 23 506 2501468 1961629 TCP -Actuated 23 510 2495829 1977296 Stop 22 511 2503568 1977711 TCP -Actuated 23 512 2503556 1985421 TCP -Uncontrolled 16 513 2456336 1978925 Stop 21 522 2503669 1977441 Stop 23 533 2591893 1999560 TCP- Uncontrolled 19 535 2587179 1981423 Stop 19 Byron Generating Station Evacuation Time Estimate K-87 KLD Engineering, P.C.Rev. 0 y Control Grid Map Node Coordinate Coordinate Type Number (ft), (ft)536 2587238 1972735 Stop 26 550 2577282 2031714 Actuated 11 552 2581757 2030933 Actuated 12 553 2597061 2015424 Stop 12 555 2596829 2025895 Actuated 12 556 2591526 2031132 Actuated 12 557 2586316 2030986 Actuated 12 558 2596808 2031224 Actuated 12 559 2599740 2031234 Actuated 12 560 2601720 2031281 Actuated 12 561 2602898 2031350 Actuated 12 562 2605212 2031385 Actuated 13 564 2578116 2025578 Stop 11 567 2577309 2036066 Stop 5 570 2573423 2039816 Actuated 5 572 2572974 2045435 Actuated 5 573 2572977 2042762 Actuated 5 577 2572874 2049136 Actuated 5 579 2559989 2046145 Stop 5 582 2560175 2039500 Stop 5 586 2515324 2038352 Stop 3 587 2531149 2038703 Stop 4 588 2525919 2038639 Stop 4 590 2525726 2043903 Stop 4 594 2484159 2026947 Stop 8 595 2527112 1991369 TCP -Uncontrolled 17 596 2526375 2017348 TCP -Actuated 10 597 2526139 2028081 TCP -Actuated 10 601 2604580 2030308 Actuated 13 604 2591651 2025801 Actuated 12 606 2592838 2034744 Actuated 6 608 2588927 2032218 Actuated 7 609 2588895 2033736 Actuated 7 610 2588868 2034685 Actuated 7 615 2586499 2034672 Stop 7 616 2586500 2035819 Actuated 7 617 2585795 2035808 Actuated 7 622 2588795 2039830 Actuated 7 Byron Generating Station Evacuation Time Estimate K-88 KILD Engineering, P.C.Rev. 0 x y Control Grid Map Node Coordinate Coordinate Type Number (ft), (ft)624 2588835 2036377 Actuated 7 625 2588818 2037465 Actuated 7 626 2588807 2038935 Actuated 7 633 2455857 1989916 Stop 14 635 2582574 1946622 Stop 33 645 2580555 1922782 Stop 39 646 2591225 1923037 Actuated 39 648 2595386 1921207 Actuated 39 652 2516764 1908881 Stop 36 653 2518699 1909636 Stop 36 659 2480612 1891586 Actuated 41 661 2482404 1888104 Actuated 41 662 2481643 1887942 Actuated 41 677 2484320 2021827 Stop 8 691 2592207 1923073 Actuated 39 700 2503508 1988046 Stop 16 705 2507067 1919672 TCP -Uncontrolled 36 716 2487865 1888950 Actuated 41 724 2456543 1939063 Stop 28 727 2453913 1944178 Stop 28 742 2605326 1947255 Stop 34 743 2604089 1981249 Stop 19 755 2479128 1887944 Actuated 41 760 2573243 1882997 Stop 44 763 2590929 2036394 Actuated 7 764 2591485 2036404 Actuated 6 765 2590380 2035873 Actuated 7 766 2590932 2035898 Stop 7 767 2591476 2035898 Actuated 6 768 2590004 2036381 Actuated 7 772 2587173 1979268 Stop 19 1 Coordinates are in the North American Datum of 1983 Illinois West State Plane Zone Byron Generating Station Evacuation Time Estimate K-89 KLD Engineering, P.C.Rev. 0 APPENDIX I Sub-area Boundaries L. SUB-AREA BOUNDARIES Sub-area 10 County: Ogle Defined as the area within the following boundary: County: Ogle Defined as the area within the following boundary: Leaf River Township Sub-area 12 Mount Morris Township Sub-area 14 County: Ogle Defined as the area within the following boundary: Pine Creek Township Sub-area 17 County: Ogle Defined as the area within the following boundary: Byron Township Sub-area 19 County: Ogle Defined as the area within the following boundary: Rockvale Township Sub-area 20 County: Ogle Defined as the area within the following boundary: County: Ogle Defined as the area within the following boundary: Oregon-Nashua Township Sub-area 23 Marion Township Sub-area 25 Sub-area 27 County: Ogle Defined as the area within the following boundary: County: Ogle Defined as the area within the following boundary: County: Ogle Defined as the area within the following boundary: Pine Rock Township Scott Township Sub-area 28 White Rock Township Byron Generating Station Evacuation Time Estimate L-1 KLD Engineering, P.C.Rev. 0 Sub-area 39 County: Winnebago Defined as the area within the following boundary:

Consists of a portion of Rockford Township.

Bounded on the west and the south by the Rockford Township boundary.

Bounded on the east by Friday Road. Bounded on the north by Rock River and S. Bend Road.Sub-area 40 County: Winnebago Defined as the area within the following boundary:

Consists of portions of Seward Township and Winnebago Township.

Bounded on the west by the Seward Township boundary.

Bounded on the south by the Seward and Winnebago Township boundaries.

Bounded on the north by Edwardsville Road. Bounded on the east by S. Meridian Road.Byron Generating Station Evacuation Time Estimate L-2 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 Tim Esim t fo Enie Generation 2 Hours 30 Minutes 2:05 2:45 3 Hours 30 Minutes (Base) 2:05 3:40 4 Hours 30 Minutes 3:15 4:40 As discussed in Section 7.3, ETE are dictated by trip generation.

If evacuees mobilize in one less hour, the 9 0 th percentile remains unchanged; however, the 1 0 0 th percentile is reduced by 55 minutes -a significant change. If evacuees mobilize one hour slower, the 9 0 th percentile increases by 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 10 minutes -a significant change. The 100th percentile increases by 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> -also a significant change. In summary, the 1 0 0 th percentile ETE parallel the trip generation time because of the limited traffic congestion in the EPZ.M-1 KLD Engineering, p.c.Byron 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 at the 9 0 th or 1 0 0 th percentiles.

Tripling the shadow percentage also has no effect at the 9 0 th or 1 0 0 th percentiles.

Full evacuation (100%) of the Shadow Region also has no effect at the 90th or 100th percentiles.

The Shadow Region for BYR is sparsely populated.

As shown in Figures 7-3 through 7-7, there is traffic congestion in the Shadow Region, but it does not propagate into the EPZ such that EPZ evacuees would be delayed. Therefore, any additional shadow residents that decide to voluntarily evacuate are accommodated by the excess capacity available in the study area such that ETE are not impacted.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 0 2:05 3:40 20 (Base) 4,116 2:05 3:40 60 12,348 2:05 3:40 100 20,580 2:05 3:40 M-2 KLD Engineering, p.c.Byron Generating Station Evacuation Time Estimate M-2 KLD Engineering, P.C.Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change 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 82%.Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements was not considered.

3. The study was performed for the 2-Mile Region (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 <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 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 30 minutes are highlighted in red in Table M-3 -a 82% 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 82% or more, an updated ETE analysis will be needed.Byron Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change Resident Population Base Population Change+20%Shadow 20% 70% 82%Population 36,045 43,254 61,277 65,602 ETE for 901h Percentile Population Change Region Base 20%70% 82% 1 2-MILE 2:20 2:20 2:35 2:35 5-MILE 2:25 2:25 2:45 2:45 FULL EPZ 2:30 2:35 2:40* II. * ..i Population Change Region Base 20% 70% 82%2-MILE 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:35 FULL EPZ 4:40 4:40 4:40 4:40 I M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE." Reducing or prolonging the trip generation time significantly impacts the 100th percentile ETE since trip generation dictates ETE for this low population site (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly will decrease ETE.* Shadow evacuation has no impact on ETE (Section M.2). Nonetheless, 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.Byron 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 C Reie Crtei Crtro Addesse Coment 1.0 Introduction

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

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

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

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

Appendix G d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C Byron Generating Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Critrio Addese Comments 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.Byron Generating Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 SReie Crieri Crtro Adrese Coment c. A table similar to Table 1-4, "Evacuation Areas for a Staged Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

Yes Tables 6-1, 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-5 Byron Generating Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0

..Reie Crtei Crtron Addese Comet 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.Byron Generating Station Evacuation Time Estimate N-4 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese 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-4 -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.Byron Generating Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Adrse Coment c. The number of wheelchair and bed-bound individuals should be provided.Yes Section 8.3, Tables 8-4, E-4 d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Ogle County Correction other correctional facilities) should be discussed when Facility 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 Byron Generating Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 S. Reie Crtei Crtro Addesse Comment 2.5.1 Special Events a. A complete list of special events should be provided and Yes Section 3.7 -only one event suggested by includes information on the population, estimated Exelon and offsite agencies duration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 -Assumption 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.

Byron Generating Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0

.Reie Crtei Crtron Adrsse Comet 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-1 Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.Byron Generating Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crtro Adrese Comments 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-i through K-45 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.

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

.R Reie Crtei Crtro Addressed-Comment

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

Appendix F -Section F.2.3 -pages F-8 and F-9 4.0 Development of Evacuation Times 4.1 Trip Generation Time a. The process used to develop trip generation times should Yes Section 5 be identified.

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

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

Byron Generating Station N-10 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addrsse Coment 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.Byron Generating Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crteio 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.Byron Generating Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0 SReie Crtei Crtro Addrsse Comments i. Information should be provided to supports analysis of return trips, if necessary.

Yes Sections 8.4, 8.5 Figure 8-1 Tables 8-11 through 8-13 4.1.3 Special Facilities

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

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

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

Byron Generating Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Comment h. Supporting information should be provided to quantify the time elements for the return trips.Yes Section 8.4 Tables 8-7 through 8-9 and Tables 8-14 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 Byron Generating Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addrsse Coment 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 relocation 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 Byron Generating Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0

.Reie Crieri Crtro Addese Comet 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-1.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot 3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average 4. Total vehicles exiting the network. speed also provided in Table J-3.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-7 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.Byron Generating Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0 NR 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.Byron Generating Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Critrio Addese 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 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.Byron Generating Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Technical Reviewer Date Supervisory Review Date Byron Generating Station N-19 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0