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Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4
	ML14141A064
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Site:	Dresden
Issue date:	04/23/2014
From:	; KLD Engineering, PC
To:	; Document Control Desk, NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
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ML14141A046	List: ML14141A047; ML14141A048; ML14141A049; ML14141A050; ML14141A051; ML14141A053; ML14141A054; ML14141A055; ML14141A056; ML14141A057; ML14141A058; ML14141A059; ML14141A060; ML14141A061; ML14141A062; ML14141A063; ML14141A064; ML14141A065; ML14141A066; ML14141A067; RS-14-151, Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 5; RS-14-151, Braidwood, Byron, Clinton, Dresden, and Peach Bottom - 10 CFR 50, Appendix E - Evacuation Time Estimate Analysis Information; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Braidwood, Units 1 and 2 - Attachment 1, Kld TR-635, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Byron, Units 1 and 2 - Attachment 2, Kld TR-637, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 3; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 3; RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 3; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 4; RS-14-151, Dresden, Units 2 and 3 - Attachment 4, Kld TR-634, Rev. 0, Development of Evacuation Time Estimates. Part 4 of 4; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 1 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 2 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 5; RS-14-151, Peach Bottom, Units 1, 2, and 3 - Attachment 5, Kld TR-636, Rev. 0, Development of Evacuation Time Estimates. Part 5 of 5;
References
	RS-14-151 KLD TR-634, Rev. 0
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APPENDIX JRepresentative Inputs to and Outputs from the DYNEV II System J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEMThis appendix presents data input to and output from the DYNEV II System. Table J-1 providesthe 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 ofeach intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadwaysegments (links) in the analysis network.

Refer to Table K-1 and the figures in Appendix K for amap showing the geographic location of each link.Table J-3 provides network-wide statistics (average travel time, average speed and number ofvehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.

Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -Interstate 55, Interstate 80, US Route 6 and Illinois State Route 53 -for an evacuation of theentire EPZ (Region R03) under Scenario 1 conditions.

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

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

Table J-5 provides the number of vehicles discharged and the cumulative percent of totalvehicles discharged for each link exiting the analysis

network, for an evacuation of the entireEPZ (Region R03) under Scenario 1 conditions.

Refer to Table K-1 and the figures in Appendix Kfor 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 14Scenarios considered.

The distance between the trip generation and ETE curves is the traveltime. Plots of trip generation versus ETE are indicative of the level of traffic congestion duringevacuation.

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

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

As seen inFigure J-1 through Figure J-14, the curves are spatially separated due to the presence of trafficcongestion within the EPZ.Dresden Generating Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections 1496 IL-7 @ IL-53 Actuated 325 10,555 87ITOTAL16,1211106 5,738 7176 CR-36 @756 Weber Rd Actuated 1103 6,451 51TOTAL 12,189 -US-30 @ 328 7,045 1359Caton Farm 1094 2,553 1260329 ActuatedRd and 779 1,830 214Gaylord Rd TOTAL 11,428 -1133 7,919 210737 Fr Actuated 1161 2,766 86Rd @ IL-59TOTAL 10,685 -US-30 @ 1-55 332 10,646 66333 Northbound Actuated 8 0 0On Ramp TOTAL 10,646 -331 8,656 634US-30 and332 Mail Loop Dr Actuated 305 1,988 160TOTAL 10,644 -310 7,578 137539 Caton Farm309 Rd @ IL-53 Actuated 308 2,954 1089TOTAL 10,532 -327 7,246 665328 IL-7 @ US-30 Actuated 1079 2,998 111TOTAL 10,244 -339 8,521 10340 IL-59 @ IL-126 Actuated 902 1,030 2TOTAL 9,551 -753 1,022 5754 I Actuated 1130 8,252 13IL-59TOTAL 9TOTAL 9,274-Dresden Generating StationEvacuation Time EstimateJ-2KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input8003 6,750203 141 N 8711 1,7008469 1,2758268 6,75036319NE8263 6,75085953,4008268 6,750513 57 NE 8263 6,7508595 3,4008890 1,700707 31 S 8043 4,5008313 1,7008263 6,750978 198 E 8160 2,8508543 1,2758003 6,7501151 109 N 8268 6,7508608 3,8008105 2,8501288 24 NE 8268 6,7508263 6,7508034 1,7001475 21 SE 8035 1,7008994 1,7008003 6,7501705 199 N 8268 6,7508608 3,8101856 52 W 8306 1,700Dresden Generating StationEvacuation Time EstimateJ-3KLD Engineering, P.C.Rev. 0 Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)Seario 1I 2 I3 4I5I6INetwork-Wide AverageTravel Time (Min/Veh-Mi) 2.72.92.62.82.52.83.0Network-Wide Average 22.6 20.8 23.6 21.8 23.8 21.6 19.9Speed (mph)Total VehiclesExitin Network 120,487 121,018 117,516 117,111 95,798 123,168 124,207Exiting NetworkNetwork-Wide Average 3.1 2.4 2.7 2.8 2.6 2.5 2.9Travel Time (Min/Veh-Mi)

Network-Wide Average 19.2 24.9 22.0 21.1 23.4 24.2 21.1Speed (mph)Total VehiclesExitin Network 122,839 110,803 112,378 111,303 96,024 113,624 120,337Exiting NetworkJ-4 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateJ-4KLD Engineering, P.C.Rev. 0 Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)1-55 Northbound 41-55 Southbound 46.7 724 3. 735 3. 7.3 87 7.8 741-80 Eastbound 37.4 45.4 49.4 21.9 102.4 34.6 64.8 69.5 32.31-80 Westbound 37.4 65.9 34.1 68.0 33.0 68.9 32.6 67.5 33.2US-6 Westbound 19.1 33.2 34.5 40.5 28.3 48.7 23.5 52.9 21.7US-6 Eastbound 21.6 8.9 144.9 13.7 94.6 33.5 38.7 44.7 29.0IL-53 Southbound 12.8 21.0 36.7 19.9 38.6 32.1 23.9 53.3 14.4IL-53 Northbound 28.4 37.8 45.2 19.9 85.7 20.3 83.9 26.0 65.6Dresden Generating StationEvacuation Time EstimateJ-5KLD Engineering, P.C.Rev. 0 Table J-S. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1Elase Tim (hursNetwor 1 j3,2659,42114,69217,403214%14%15%15%149 2,862 6,952 9,006 9,06812% 10% 9% 8%570 1,512 2,430 2,9242142% 2% 2% 3%300 1,292 1,515 1,5392851% 2% 2% 1%440 2,251 4,933 8,912 11,76810% 7% 9% 10%557 1,085 3,511 5,998 7,2035% 5% 6% 6%260 840 1,318 1,5276741% 1% 1% 1%461 1,539 2,519 2,6826972% 2% 3% 2%549 1,720 1,904 1,9169612% 3% 2% 2%294 1,083 1,876 2,27211141% 2% 2% 2%1192 1,261 3,137 4,679 6,0995% 5% 5% 5%247 791 1,353 1,73012031% 1% 1% 1%83 301 318 31913310% 0% 0% 0%148 474 527 53113631% 1% 1% 0%94 336 363 36513710% 1% 0% 0%370 1,484 1,755 1,76313802% 2% 2% 2%593 1,313 1,480 1,4881385____3% 2% 1% 1%Dresden Generating StationEvacuation Time EstimateJ-6KLD Engineering, P.C.Rev. 0 Elase Tim (hors2106198008061490+/- +1%1%1%1%350 969 1,212 1,22514921% 1% 1% 1%176 518 620 62914951% 1% 1% 1%1510 285 909 1,254 1,2671% 1% 1% 1%195 469 878 1,24015251% 1% 1% 1%70 221 300 34315340% 0% 0% 0%1538 191 506 945 1,2881% 1% 1% 1%0 0 0 015520% 0% 0% 0%1556 146 529 740 7511% 1% 1% 1%34 85 100 10115570% 0% 0% 0%1558 434 1,217 1,621 1,6412% 2% 2% 1%1560 2,500 6,411 9,313 10,22911% 10% 9% 9%487 1,273 1,508 1,52819582% 2% 2% 1%140 359 456 47520251% 1% 0% 0%19 800 1,305 1,42520740% 1% 1% 1%2078 260 624 1,043 1,3081% 1% 1% 1%2082 68 393 836 1,0940% 1% 1% 1%2089 1,147 3,666 6,361 9,0965% 6% 6% 8%Dresden Generating StationEvacuation Time EstimateJ-7KLD Engineering, P.C.Rev. 0 Elase Tie(husNetor 1 S 451317378389213951 317 378 3894 4. -4QO/ 0%0%0%0%0%219985 573 667 7470% 1% 1% 1%2209 1,598 4,189 6,158 7,3697% 6% 6% 6%2216361 1,237 2,420 3,0492% 2% 2% 3%Dresden Generating Station KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateJ-8KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Midday, Good(Scenario 1)-Trip Generation

-ETE100%CDM4-04jCL80%60%40%20%0%0 30 6090 120 150 180Elapsed Time (min)210 240 270 300Figure 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

-ETEtAU:E0u0100%80%60%40%20%0%'eOOO'_OeOOOOO'_

030 60 90 120 150 180Elapsed Time (min)210 240270 300Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)Dresden Generating StationEvacuation Time EstimateJ-9KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good(Scenario 3)-Trip Generation

-ETE:E030"-4-0.100%80%60%40%20%0%'0000ýýýýý 0 30 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure 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 1ETEIn03U03(U4-0I-I-0C03U03a.100%80%60%40%20%0%0000ýýý00 ýýOýý/or, '0*00ýIxo0 30 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-4. ETE and Trip Generation:

Summer, Weekend, Midday, Rain (Scenario 4)Dresden Generating StationEvacuation Time EstimateJ-10KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek,

Weekend, Evening, Good(Scenario 5)ýTrip Generation

-ETE0U100%80%60%40%20%00e<0%0 30 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure 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

-ETE0a)100%80%60%40%20%ýýý/OrZ'000/0%0 30 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)Dresden Generating StationEvacuation Time EstimateJ-11KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain(Scenario 7)-Trip Generation

-ETE:E4-CL100%80%60%40%20%0%030 60 90 120 150Elapsed Time (min)180 210 240270100%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

-ETE0 30 60 90 120 150 180 210 240 270 300Elapsed Time (min)U:E(U80%60%40%20%0%Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)Dresden Generating StationEvacuation Time EstimateJ-12KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good(Scenario 9)-Trip Generation

-ETE'U100%80%60%40%20%10001*0000000_ý.

0%030 60 90 120 150Elapsed Time (min)180 210 240 270Figure 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

-ETE11 nno/.i'UU0:E4-00U80%60%40%20%0%J0 30 60 90 120 150Elapsed Time (min)180210 240270Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)Dresden Generating StationEvacuation Time EstimateJ-13KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow(Scenario 11)-Trip Generation

-ETE100%f':E03080%60%40%20%0%/*'f'OOeOO_

030 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-11. ETE and Trip Generation:

Winter, Weekend, Midday, Snow (Scenario 11)ETE and Trip Generation Winter, Midweek,

Weekend, Evening, Good(Scenario 12)-Trip Generation

-ETEU'03-c03'U0I-'C.-04-C03U1~03a-100%80%60%40%20%0%030 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-12. ETE and Trip Generation:

Winter, Midweek,

Weekend, Evening, Good Weather (Scenario 12)Dresden Generating StationEvacuation Time EstimateJ-14KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good, Special Event(Scenario 13)-Trip Generation

, ETEIAW3U034-100%80%60%40%20%0%'0000000010ý.'

/0010,Oeo!ý030 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-13. ETE and Trip Generation:

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

-ETEIn0303'U4.0I-4-04.C03U03a-100%80%60%40%20%0%0 30 60 90 120 150 180Elapsed Time (min)210 240 270 300Figure J-14. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)i-is KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateJ-15KLD Engineering, P.C.Rev. 0 K. EVACUATION ROADWAY NETWORKAs discussed in Section 1.3, a link-node analysis network was constructed to model the roadwaynetwork within the study area. Figure K-1 provides an overview of the link-node analysisnetwork.

The figure has been divided up into 45 more detailed figures (Figure K-2 throughFigure K-46) which show each of the links and nodes in the network.The analysis network was calibrated using the observations made during the field surveyconducted in January, 2014. Table K-1 lists the characteristics of each roadway section modeledin 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 gridmap number provided in Table K-1. The roadway type identified in Table K-1 is generally basedon the following criteria:

" Freeway:

limited access highway, 2 or more lanes in each direction, high free flowspeeds" 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 speedsThe term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout thelength of the link. Many links have additional lanes on the immediate approach to anintersection (turn pockets);

these have been recorded and entered into the input stream for theDYNEV II System.As discussed in Section 1.3, lane width and shoulder width were not physically measured duringthe road survey. Rather, estimates of these measures were based on visual observations andrecorded images.Table K-2 identifies each node in the network that is controlled and the type of control (stopsign, 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 byreferencing the grid map number provided.

Dresden Generating Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-1. Dresden Generating Station Link-Node Analysis NetworkK-2 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-2KLD Engineering, P.C.Rev. 0 Figure K-2. Link-Node Analysis Network -Grid 1Dresden Generating StationEvacuation Time EstimateK-3KLD Engineering, P.C.Rev. 0 Figure K-3. Link-Node Analysis Network -Grid 2K-4 KID Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-4KLD Engineering, P.C.Rev. 0 Figure K-4. Link-Node Analysis Network -Grid 3Dresden Generating StationEvacuation Time EstimateK-5KLD Engineering, P.C.Rev. 0 Figure K-5. Link-Node Analysis Network -Grid 4Dresden Generating StationEvacuation Time EstimateK-6KLD Engineering, P.C.Rev. 0

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-r IIJi-_ -i i -i M il e s....Figure K-6. Link-Node Analysis Network -Grid 5Dresden Generating StationEvacuation Time EstimateK-7KLD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6Dresden Generating StationEvacuation Time EstimateK-8KLD Engineering, P.C.Rev. 0 Figure K-8. Link-Node Analysis Network -Grid 7Dresden Generating StationEvacuation Time EstimateK-9KLD Engineering, P.C.Rev. 0 Figure K-9. Link-Node Analysis Network -Grid 8Dresden Generating StationEvacuation Time EstimateK-10KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9Dresden Generating StationEvacuation Time EstimateK-11KLD Engineering, P.C.Rev. 0 Figure K-11. Link-Node Analysis Network -Grid 10K-12 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-12KLD Engineering, P.C.Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11Drecr4an r_=--+; C+ +;Evacuation Time EstimateK-13KLD Engineering, P.C.Rev. 0 Figure K-13. Link-Node Analysis Network -Grid 12K-14 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-14KLD Engineering, P.C.Rev. 0 324 132300"gA8s St1075Figure K-14. Link-Node Analysis Network -Grid 13Dresden Generating StationEvacuation Time EstimateK-15KLD Engineering, P.C.Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14Dresden Generating StationEvacuation Time EstimateK-16KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15Dresden Generating StationEvacuation Time EstimateK-17KLD Engineering, P.C.Rev. 0

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

3 -tW S -s350 ~ I 807~O*. r vjV-II.m rLegend Ke-yap -- Dresden Generating Station Evacuation Time EstimateDRRE -" 2,5, 10,15 Mile Rings Link-Node Analysis Network Figureso Node Water l-b Unk -ý ldk' Grid 19Shadow Region L* Sub-arear--r--rM--l-0 0i.5 nD__L LD .L ' ........Miles ., , ,o,Figure K-20. Link-Node Analysis Network -Grid 19Dresden Generating StationEvacuation Time EstimateK-21 KLD Engineering, P.C.Rev. 0 2I VW MoeI HdiWM~,,hatfafl Rd5765-5-C,W grown Rd "....wn .d 11376 1ADresden Generating Station Evacuation Time EstimateLink-Node Analysis Network Figures0 0.5 1MilesFigure K-21. Link-Node Analysis Network -Grid 20Dresden Generating StationEvacuation Time EstimateK-22KLD Engineering, P.C.Rev. 0 10 ISO] 50 30 ,E Uniiodnty 4A'wHaten "00, Cc0~ Comet]~848 01 0 % ~~0~rE f H w G a a,,o10e16,,,,

T 'JP Laharo' eHwyoo r aif RdStnECfn'sCnttto B Rd\SP~cX Rdý Hw ,Ry Old PlankH Y~rdCoq., cxR~ g888 W WLaraway Rd mi-pa -' P 15I I aroai'Cy ccRd nGinger a ir8'-j RdalGrid21W~akerRd WBaker,864 W Baker RdBae Rd0 Bkr\ A Rd -Rd SWay 4 43'p, W Carnagj136' 138 8W4 Smith Rd W 11865VVI.,

Wnd~ree11540 R13,, '0V1 P!l el1", 'BBaaid801370 87787CI _101 ud,,had Mon 7 8801a A"~~ W Mankoddafl Monree RdIW~cakdki 8878Rd Rd9~j0 W Haoly RdI~jB 369Legend Keymap -Fl- Dresden Generating Station Evacuation Time Estimate-RE ,2, 5,10, 15 Mile Rings Link-Node Analysis Network Figuresa Node Water-.*, Unk lý a Index Grid Grid 21Shadow Region I Sub-area I -i I 1 0 O 1III lL~~~~c Miles iOi81' SFigure K-22. Link-Node Analysis Network -Grid 21Dresden Generating Station K-23 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 11ISV Hoge Rd:rranger Rd8069U.0Hog+/--e Rd-Mr/9 oW Hoge Rd.Rd DrivewaySub-area:

2 i112791537 66W 'I mpnsý Onv awayW W~fn~ol Rd ltRdMoley Rd80 5369 6m *":'930:1576!12801p -a poet,W Marseilles RdMadrseilles Rd K 1892648,1 1267;'Vw Route 8 1 891lm .... ,_[i Grid22 60Cowrtuny Road LogonRd 105000R N ý Stookdofle

0) :~ ,~1303 Rd8~94 1305 0 631I"- 632 4n4- 695 89oj 813016.-'

899 04/ 897 acl--a.4900)69012700 t' ,Ile C,\434 I_ _ __ _ __d_ _R ol~00y2J-11266Q:Sub-area:

8433 ý 6I -W ~otRd=Legend KIemap F- --i Dresden Generating Station Evacuation Time Estimate* DRE

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

~ -Evacuation Time EstimateK-24KLD Engineering, P.C.Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23Dresden Generating StationEvacuation Time EstimateK-25KLD Engineering, P.C.Rev. 0 Figure K-25. Link-Node Analysis Network -Grid 24Dresden Generating StationEvacuation Time EstimateK-26KLD Engineering, P.C.Rev. 0 Figure K-26. Link-Node Analysis Network -Grid 25Dresden Generating StationEvacuation Time EstimateK-27KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26Dra ro rL- En i ee i g P.C,' ;Ia "I ..tLdUUIIEvacuation Time EstimateK-28KLD Engineering, P.C.Rev. 0M Figure K-28. Link-Node Analysis Network -Grid 27K-29 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-29KLD Engineering, PeC.Rev. 0 W Indiao T...Rd. .435Widian10 Tra OGretH(0!'3W Greer RdW Faner RdW Omallrry Rd 9,C,Szn Road 1000W wopo~noeaRd, W Oroalley RdSGrid282'County Road2W00 SW Waupecan Rd1510County Road W Waupecan Rd0 S8539431SSSSS0Mo,Mine RdC~ounf Road 4000 SW MWe Rd(0/Wy 33V"enna1eona St,Rdk taeW "',mS(UFigure K-29. Link-Node Analysis Network -Grid 28Dresden Generating StationEvacuation Time EstimateK-30KLD Engineering, P.C.Rev. 0 S2~-k-~ I ---42f 17 L~632 A 2WTTh~ K\ ýý a6ý"d ?rdif10 42"~e~ 41~J0 Rd ý4 Aria luf RdLA~ ~ 1a I 1S96' RdbOataO~

'ab 'a130A 13091310,ad~

Sub-area:

4~Ru BensoriLuri d -;d IGreer Rd121nsaC)1433 ý6W Oupont Rd= Sub-area:

812Oap.-r, Rd406.1+ORbdwRd12I=Rdl'~~)~tOb'a Rd12FF(312FRonts, 713Vamfler'ool Rd 2'a,Lowery ~029Rd WriWSprrgRd 10'a..Srtate HwyI, ~ -E lxnRd1131441I212c~'at,\Wý 'aupecan Rd! Cou IV Ruoad WW0 San1580409 Rd, ____ 495V R1432410 g16 ip.431,a,'rjjW~raud _430 1311 .Wa ' SIWAMme Rd 1Spnng Rdid '1434---4 1433 _Ta 1435Sub-area:

1112GraundRidW RUE Boouth Rd5'S012, F FTO CO Villa Rd&'a"statw PrairieRd SE Sucker RdV1437S I~ 1'Legend Keymap 1 --Dresden Generating Station Evacuation Time Estimate* RE r-2'5,01Meij Link-Node Analysis Network FiguresDRE ~ ~~~~ ~ ~~~~ V, 2,51o1 ieRig 6 Node Water ~Lft1.,i, Link II Index Grid I'a4f Grid 29Shadow Region 4 Sub-area I I6 0I5t-+r-1--r

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

15 -.-511SmIey RdEMWgwe RdWeoke LnCooper RdKempKFigure K-32. Link-Node Analysis Network -Grid 31Dresden Generating StationEvacuation Time EstimateK-33KLD Engineering, P.C.Rev. 0 W Cont/yRdSub-area:

15S/11Rd2 c~W Kahler Rd/£0W KahlerRdRdA,W Balnou RdW BafloonRdWBOIRd/Gri32///wMant£0KaRd

///I/RW ThmfwO/ Rd ý5162;/on(:00\ S517Curti Ln0oB..erFigure K-33. Link-Node Analysis Network -Grid 32K-34 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-34KLD Engineering, P.C.Rev. 0

//N 12000W RdAnvil W KemnndyRd RdCoiisly Oine RdW Kennedy Rd IAe~dN 12000VRe2:I:N 12000W Rd/984/lIt./ 0.2:WEedRU12:2:,: ~eW 10000N Rd2:2:2:W 1O000N RdGrid33969982SLevisI flrn2: 8406WEOOON Rd983 1406W 7940N Rdz: W 6940NW gOSOONW 800ON Rd2:2:I:ccN 735 Waj -9.7 20974975 NW 70002NRdRd'SC2:W 700ON R,--"-1Legend KynPr 1- Dresden Generating Station Evacuation Time Estimate* OE j ,5 MiRig- Link-Node Analysis Network FiguresDRE 2, 5,10,15 Mile Rings ,",, , !a Node Water lt6-10. Link I_ Index Grid Grid 33Shadow Region I] Sub-area I_ _I I -ýMilesFigure K-34. Link-Node Analysis Network -Grid 33Dresden Generating StationEvacuation Time EstimateK-35KLD Engineering, P.C.Rev. 0 19Th -- --- -Count , y Road 5000 S W P~ae Rd5 : 5 £0 o'£ i.V18Th W Burkhart Rd CountpyRoad 6000 ST Z Elmw3: 2 22 W Gardner RdS,W Burkhart RdCounty Road w600 SW Gardnear R7000d6ThCounty Road 8000 S5:5£05:U5:5:8905:8 £0£0 5:£0 £0SnWRansom RdGrid34Hanso..County Road Rd8000 S5:12Mr 15ThRdCounty Road 9000 St0 NW Goodfarm Rd5:(15:14ThI W13Th £0 CotI1I 5r ... -T-- 11.0 Rd N5:!Cahdlf RdCounty Hwy 10000 S N' Stonewali Rd5:5:!£0ty Road1000 SW Scully RdCounty Road 11000 S5:W ScullyRdZ5:WIooas1£0£0'Rd'"""'0' 5:£0-F I3153 NoMrth-Rd-iC)£0£0doL'£0oa10 Legend 8ey.8p -Dresden Generating Station Evacuation Time EstimateORE 2,5,10,15Mile Ring, ' j Link-Node Analysis Network Figures* Node Water --Jý Link I Index Grid Gi3Shadow Region iSob-area0 01 1NMIK= MilesFigure K-35. Link-Node Analysis Network -Grid 34Dresden Generating StationEvacuation Time EstimateK-36KLD Engineering, P.C.Rev. 0 Figure K-36. Link-Node Analysis Network -Grid 35Dresden Generating StationEvacuation Time EstimateK-37KLD Engineering, P.C.Rev. 0 Figure K-37. Link-Node Analysis Network -Grid 36Dresden Generating StationEvacuation Time EstimateK-38KLD Engineering, P.C.Rev. 0 Figure K-38. Link-Node Analysis Network -Grid 37Dresden Generating StationEvacuation Time EstimateK-39KLD Engineering, P.C.Rev. 0 Figure K-39. Link-Node Analysis Network -Grid 38Dresden GeneratEvacuation TimeKL nI Enieeig +P.C..l15 .LU L"UlEstimateK-40KLD Engineering, P.C.Rev. 0 Figure K-40. Link-Node Analysis Network -Grid 39Dresden Generating StationEvacuation Time EstimateK-41KLD Engineering, P.C.Rev. 0 f ...... ... .-....0-- E3300 ... ........... ...-Count/Rod~

-...:. .. .Ground Cooorr- -.. ......3300" Rd N North Rd WL-n.rrto, Rd 12000 S friol~CoN NSta y N3200 North Rd 8313E_.3200 17 ,r~r~d 7717N RdN N3100 E 3100 North Rd4Rdd, 53000 E 3000 North Rd 0900 N Rd L3000N d 2 290 oNorth Rd02 CDrivewayrid 470,02 8043NOAt2 29000Noh Rd E02900 North Rd S E 2900 N RdN -Rd0--E02700 North Rd ýC2700 NRd L 2700North R,7 ------------

Legend 7- Dresden Generating Station Evacuation Time Estimate*DORE

2, 5,10, 15 Mile Rings _ i Unk-Node Analysis Network Figuresa Node Water "Unk _J Index Grid Grid 40Shadow Region Q Sub-area I L i __-___-_MilesFigure K-41. Link-Node Analysis Network -Grid 40Dresden Generating StationEvacuation Time EstimateK-42KLD Engineering, P.C.Rev. 0 Figure K-42. Link-Node Analysis Network -Grid 41Dresden Generating StationEvacuation Time EstimateK-43KLD Engineering, P.C.Rev. 0 E 320014230'go-ýIA2AljNState Hwy17F 3200 North Rd17.17 ~ ~ u ". .4o:11-11( -O8JN04N99F997'998.... I)NN8NE 3100 North RdL)NNN8NE3l00NtulORd N;a,all0:*NI3001U,0 3000 N Rd~it'E 3000 N Rd E 3000 North RdIGridV1026IE 3000North RdE 2900 N RdE 2900North RdLu§,E 2900 N RO--E 2800 North RdN8N1033County Hay ICounty Hwy I2700 North RdN0E 2700 North RdE 2700 N RdE 2700North Rd14211ý_E 260.N Rd __It7 U_........

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

--.- --- -1~~ .-. -~W 300S RodCounty Hw.y W 1000S25 Rd-".W 2000S Rd5:'C,5:C.)5:W 2000S Rd>5W 3000S RdW 3000SRd5:-,County.H wyS.400W-5:4,5:ýWO4OS.Rd I25:County Road S 500 WGrid 10843 1028!r 1027 W~o.15l11I "tStateHwy

-!~ ~~~~~~U 115 i. .. ,,'W OSRd w 500s Rd5: ýSt StW~ 50000S RdWo 500S5R~8032 OC,,dyoad~lOW 6 , 000S RdIN 7W70S RRd--------------

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

--- --- -LW5500S RdW6000SRd 1032Y)ApW700)SRd&

5:Legend Keyap '--Dresden Generating Station Evacuation Time Estimate* ORE j 2,5,10, 55 Miie Rings-_ ,Link-Node Analysis Network Figures* Node WaterSub-area 1SLink inde 'r-dShadow Region Sub-area I lr -r --,- -Figure K-44. Link-Node Analysis Network -Grid 43Dresden Generating StationEvacuation Time EstimateK-45KLD Engineering, P.C.Rev. 0 Figure K-45. Link-Node Analysis Network -Grid 44Dresden Generating StationEvacuation Time EstimateK-46KLD Engineering, P.C.Rev. 0 SCounty Hwy25I 1418V.state RoyOtto RdCord S 70 W5:w 1000S Rd5:W Jofsry St F I.0~'4Coaldty Road S 200 WW 2000S RdSI'-ni'-RI"-C011rIW 3000S RdW 3000S RdTownhall RdGrid455:W 315:; WSfafe3500K13 State Route _115 _ pir __________________

1030 85W 50005Rdw 5000S Rd1034Otto RdI:5:5:C'Co-lty Road S 600 W18034W 7000S RdW 6000S RdW 7OO0S RdCooty Road S70 INI IJA~411Legend Keymap F , Dresden Generating Station Evacuation Time EstimateSORE 2, 5,10,15 Mite Rings [ _Link-Node Analysis Network Figuresa Node Water-I-I Link I I Index Grid Grid 45Shadow Region Sub-area-0 L5 1 Figure K-46. Link-Node Analysis Network -Grid 45Dresden Generating StationEvacuation Time EstimateK-47KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics Up-~~~~~~~

Don ae Sole lw Fo1 3 4 1-55 FREEWAY 4793 3 12 10 2250 75 22 4 3 1-55 FREEWAY 4793 3 12 10 2250 75 23 4 5 1-55 FREEWAY 3372 3 12 10 2250 75 24 5 4 1-55 FREEWAY 3365 3 12 10 2250 75 25 5 6 1-55 FREEWAY 12828 3 12 10 2250 75 76 6 5 1-55 FREEWAY 12828 3 12 10 2250 75 77 6 7 1-55 FREEWAY 3443 3 12 10 2250 75 78 7 6 1-55 FREEWAY 3444 3 12 10 2250 75 79 7 8 1-55 FREEWAY 1857 3 12 10 2250 75 710 7 334 1-55 OFF-RAMP TO US-30 FREEWAY RAMP 1363 1 12 4 1750 45 711 8 7 1-55 FREEWAY 1857 3 12 10 2250 75 712 8 9 1-55 FREEWAY 2074 3 12 10 2250 75 713 8 333 1-55 OFF-RAMP TO US-30 FREEWAY RAMP 1226 1 12 4 1750 45 714 9 8 1-55 FREEWAY 2074 3 12 10 2250 75 715 9 10 1-55 FREEWAY 3687 3 12 10 2250 75 716 10 9 1-55 FREEWAY 3696 3 12 10 2250 75 717 10 11 1-55 FREEWAY 10951 3 12 10 2250 75 1118 11 10 1-55 FREEWAY 10951 3 12 10 2250 75 1119 11 12 1-55 FREEWAY 2830 3 12 10 2250 75 1120 12 11 1-55 FREEWAY 2831 3 12 10 2250 75 1121 12 13 1-55 FREEWAY 3213 3 12 10 2250 75 1122 13 12 1-55 FREEWAY 3213 3 12 10 2250 75 11Dresden Generating Station K-48Evacuation Time EstimateKLD Engineering, P.C.Rev. 0 24 13 120 1-55 OFF-RAMP TO US 52 FREEWAY RAMP 1011 1 24 1750 45 1125 14 13 1-55 FREEWAY 1547 3 12 10 2250 75 1126 14 15 1-55 FREEWAY 3941 3 12 10 2250 75 1927 14 121 1-55 OFF-RAMP TO US 52 FREEWAY RAMP 979 1 12 4 1750 45 1128 15 14 1-55 FREEWAY 3941 3 12 10 2250 75 1929 15 16 1-55 FREEWAY 2057 3 12 10 2250 75 1930 16 15 1-55 FREEWAY 2053 3 12 10 2250 75 1931 16 1199 1-55 FREEWAY 1662 3 12 10 2250 75 1932 17 18 1-55 FREEWAY 1058 3 12 10 2250 75 1933 17 53 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 2164 1 12 4 1700 45 1934 17 1203 1-55 FREEWAY 791 4 12 10 2250 75 1935 18 17 1-55 FREEWAY 1058 3 12 10 2250 75 1936 18 19 1-55 FREEWAY 807 4 12 10 2250 75 1937 18 51 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1398 1 16 6 1575 35 1938 19 18 1-55 FREEWAY 807 4 12 10 2250 75 1939 19 20 1-55 FREEWAY 822 3 12 10 2250 75 1940 19 52 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1110 1 16 6 1575 35 1941 20 19 1-55 FREEWAY 822 3 12 10 2250 75 1942 20 50 1-55 OFF RAMP TO 1-80 FREEWAY RAMP 1903 1 12 4 1700 45 1943 20 1355 1-55 FREEWAY 5137 3 12 10 2250 75 1944 21 22 1-55 FREEWAY 1254 2 12 10 2250 75 1945 21 359 1-55 OFF-RAMP TO US-RT 6 FREEWAY RAMP 932 1 14 6 1750 45 19K-49 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-49KLD Engineering, P.C.Rev. 0 Up Don Lan Shole Flo FlowStea Stea Lengt No of Wit Widt Rae Spe Gi46 21 1355 1-55 FREEWAY 4108 2 12 10 2250 75 1947 22 21 1-55 FREEWAY 1254 2 12 10 2250 75 1948 22 23 1-55 FREEWAY 6497 2 12 10 2250 75 1949 22 360 1-55 OFF-RAMP TO US-RT 6 FREEWAY RAMP 1060 1 14 6 1750 45 195023221-55FREEWAY6497212102250751951 23 24 1-55 FREEWAY 1326 2 12 10 2250 75 1952 24 23 1-55 FREEWAY 1326 2 12 10 2250 75 1953 24 25 1-55 FREEWAY 5522 2 12 10 2250 75 1954 25 24 1-55 FREEWAY 5522 2 12 10 2250 75 1955 25 26 1-55 FREEWAY 1190 2 12 10 2250 70 1956 26 25 1-55 FREEWAY 1190 2 12 10 2250 70 1957 26 27 1-55 FREEWAY 3616 2 12 10 2250 70 2558 27 26 1-55 FREEWAY 3616 2 12 10 2250 70 2559 27 28 1-55 FREEWAY 1290 2 12 10 2250 70 251-55 OFF-RAMP TO ARSENAL60 27 1326 RD FREEWAY RM 877 2 12 6 1900 50 25RD FREEWAY RAMP61 28 27 1-55 FREEWAY 1290 2 12 10 2250 70 2562 28 1336 1-55 FREEWAY 1924 2 12 10 2250 70 2563 29 30 1-55 FREEWAY 650 2 12 10 2250 75 2564 29 1331 1-55 FREEWAY 7675 2 12 10 2250 75 2565 30 29 1-55 FREEWAY 650 2 12 10 2250 75 2566 30 31 1-55 FREEWAY 2820 2 12 10 2250 75 2567 31 30 1-55 FREEWAY 2820 2 12 10 2250 75 25K-SO KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-50KLD Engineering, P.C0Rev. 0 Stram Stea Lengt No. of Wit Wit Rat Speed GriLink #s Nod Nod Roda Nam Roda Tye (t) Lns (t) (t.Sp) (p) Nme6831321-55FREEWAY1431212102250752569 32 31 1-55 FREEWAY 1431 2 12 10 2250 75 2570 32 33 1-55 FREEWAY 8089 2 12 10 2250 75 2571 33 32 1-55 FREEWAY 8089 2 12 10 2250 75 2572 33 34 1-55 FREEWAY 4892 2 12 10 2250 75 2573 34 35 1-55 FREEWAY 10761 2 12 10 2250 75 3174 34 45 1-55 FREEWAY 2175 2 12 10 2250 75 3175 35 34 1-55 FREEWAY 10758 2 12 10 2250 75 3176 35 36 1-55 FREEWAY 1666 2 12 10 2250 75 3177 35 442 1-55 OFF-RAMP TO IL-113 FREEWAY RAMP 1341 1 14 6 1750 45 3178 36 35 1-55 FREEWAY 1666 2 12 10 2250 75 3179 36 37 1-55 FREEWAY 9869 2 12 10 2250 75 3180 37 36 1-55 FREEWAY 9870 2 12 10 2250 75 3181 37 38 1-55 FREEWAY 1775 2 12 10 2250 75 3182 38 37 1-55 FREEWAY 1775 2 12 10 2250 75 3183 38 39 1-55 FREEWAY 5814 2 12 10 2250 75 3084 39 38 1-55 FREEWAY 5815 2 12 10 2250 75 3085 39 40 1-55 FREEWAY 23788 2 12 10 2250 75 3086 40 39 1-55 FREEWAY 23788 2 12 10 2250 75 3087 40 41 1-55 FREEWAY 3130 2 12 10 2250 75 3688 41 40 1-55 FREEWAY 3130 2 12 10 2250 75 3689 41 42 1-55 FREEWAY 2009 2 12 10 2250 75 3690 42 41 1-55 FREEWAY 2009 2 12 10 2250 75 36K-Si KLD Engineering, P.C.Dresden Generating StationEvacuation Time Estimate1K-51KLD Engineering, P.C.Rev. 0

.92 43 42 1-55 FREEWAY 4549 2 210 2250 75 3693 43 1044 1-55 FREEWAY 23649 2 12 10 2250 75 3694 45 46 1-55 FREEWAY 979 2 12 10 2250 75 2595 46 33 1-55 FREEWAY 2019 2 12 10 2250 75 2596 47 48 1-80 FREEWAY 4972 2 12 8 2250 70 1997 47 81 1-80 FREEWAY 7652 2 12 8 2250 60 1998 48 47 1-80 FREEWAY 4972 2 12 8 2250 70 1999 48 49 1-80 FREEWAY 1912 2 12 8 2250 70 191-80 OFF-RAM P TO HOUBOLT100 48 945 FREA RAMP 787 1 12 4 1750 45 19RD FREEWAY RAMP101 49 48 1-80 FREEWAY 1912 2 12 8 2250 70 19102 49 70 1-80 FREEWAY 4429 2 12 8 2250 70 191-80 OFF-RAMP TO HOUBOLT103 49 953 FREA RAMP 1060 1 12 4 1750 45 19RD FREEWAY RAMP104 50 17 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 2061 1 12 4 1700 45 19105 50 51 1-80 FREEWAY 1124 2 12 8 2250 70 19106 50 70 1-80 FREEWAY 1890 2 12 8 2250 70 19107 51 19 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 1272 1 16 6 1575 35 19108 51 50 1-80 FREEWAY 1124 2 12 8 2250 70 19109 51 52 1-80 FREEWAY 835 2 12 8 2250 70 19110 52 18 1-80 OFF-RAMP TO 1-55 FREEWAY RAMP 1251 1 16 6 1575 35 19111 52 51 1-80 FREEWAY 835 2 12 8 2250 70 19112 52 53 1-80 FREEWAY 1000 2 12 8 2250 70 19Dresden Generating StationEvacuation Time EstimateK-52KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo FlowStem SremLnt No of Wit Wit Rat Speed Gri1135320 1 1-80 OFF-RAMP TO 1-55FREEWAY RAMP2011112417004519114 53 52 1-80 FREEWAY 1000 2 12 8 2250 70 19115 53 54 1-80 FREEWAY 3762 2 12 8 2250 70 19116 54 53 1-80 FREEWAY 3762 2 12 8 2250 70 19117 54 55 1-80 FREEWAY 4057 2 12 8 2250 70 19118 55 54 1-80 FREEWAY 4055 2 12 8 2250 70 19119 55 56 1-80 FREEWAY 6040 2 12 8 2250 75 19120 56 55 1-80 FREEWAY 6040 2 12 8 2250 75 19121 56 57 1-80 FREEWAY 4210 2 12 8 2250 75 18122 57 56 1-80 FREEWAY 4210 2 12 8 2250 75 18123 57 58 1-80 FREEWAY 3808 2 12 8 2250 75 18124 58 57 1-80 FREEWAY 3808 2 12 8 2250 75 18125 58 59 1-80 FREEWAY 1090 2 12 8 2250 75 18126 58 718 1-80 OFF-RAMP TO CR-11 FREEWAY RAMP 628 1 14 4 1750 45 18127 59 58 1-80 FREEWAY 1090 2 12 8 2250 75 18128 59 60 1-80 FREEWAY 6346 2 12 10 2250 75 18129 59 534 1-80 OFF-RAMP TO CR-11 FREEWAY RAMP 643 1 14 4 1750 45 18130 60 59 1-80 FREEWAY 6346 2 12 10 2250 75 18131 60 61 1-80 FREEWAY 5844 2 12 10 2250 75 18132 61 60 1-80 FREEWAY 5858 2 12 10 2250 75 18133 61 62 1-80 FREEWAY 13171 2 12 10 2250 75 18134 62 61 1-80 FREEWAY 13171 2 12 10 2250 75 18135 62 384 1-80 FREEWAY 4611 2 12 10 2250 75 18K-53 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-53KLD Engineering, P.C.Rev. 0 137 63 385 1-80 FREEWAY 18236 2 210 2250 75 17138 63 392 1-80 OFF-RAMP TO IL-47 FREEWAY RAMP 708 2 14 4 15 52139 64 63 1-80 FREEWAY 1823 2 12 10 2250 70 23140 64 65 1-80 FREEWAY 3167 2 12 10 2250 70 23141 64 391 1-80 OFF-RAMP TO IL-47 FREEWAY RAMP 813 1 14 4 1750 45 23142 65 64 1-80 FREEWAY 3167 2 12 10 2250 70 23143 65 66 1-80 FREEWAY 3904 2 12 10 2250 70 23144 66 65 1-80 FREEWAY 3903 2 12 10 2250 70 231456615371-80FREEWAY87482121022507022146 67 68 1-80 FREEWAY 1502 2 12 10 2250 70 22147 67 1538 1-80 FREEWAY 10015 2 12 10 2250 70 22148 68 67 1-80 FREEWAY 1502 2 12 10 2250 70 22149 68 69 1-80 FREEWAY 4474 2 12 10 2250 70 22150 69 68 1-80 FREEWAY 4474 2 12 10 2250 70 22151 70 49 1-80 FREEWAY 4428 2 12 8 2250 70 19152 70 50 1-80 FREEWAY 1890 2 12 8 2250 70 19153 81 47 1-80 FREEWAY 7655 2 12 8 2250 60 19154 81 82 1-80 FREEWAY 641 2 12 8 2250 60 20155 82 81 1-80 FREEWAY 641 2 12 8 2250 60 20156 82 83 1-80 FREEWAY 589 2 12 8 2250 60 20157 83 82 1-80 FREEWAY 589 2 12 8 2250 60 20158 83 84 1-80 FREEWAY 624 2 12 8 2250 60 20Dresden Generating StationEvacuation Time EstimateK-54KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl)

(mph) NumberI1598483 11-80FREEWAY624212822506020160 84 85 1-80 FREEWAY 5140 8 2250 55 20161 85 84 1-80 FREEWAY 5140 2 12 8 2250 55 20162 85 86 1-80 FREEWAY 661 2 12 8 2250 55 20163 86 85 1-80 FREEWAY 661 2 12 8 2250 55 20164 86 87 1-80 FREEWAY 1002 2 12 8 2250 55 20165 87 86 1-80 FREEWAY 1004 2 12 8 2250 55 20166 87 88 1-80 FREEWAY 1671 3 12 8 2250 55 20167 88 87 1-80 FREEWAY 1671 3 12 8 2250 55 20168 88 89 1-80 FREEWAY 1559 3 12 8 2250 55 20169 89 88 1-80 FREEWAY 1564 3 12 8 2250 55 20170 89 90 1-80 FREEWAY 503 3 12 8 2250 55 20171 90 89 1-80 FREEWAY 503 3 12 8 2250 55 20172 90 91 1-80 FREEWAY 675 3 12 8 2250 55 20173 90 1514 1-80 OFF-RAMP TO IL-53 FREEWAY RAMP 908 1 12 4 1750 30 20174 91 90 1-80 FREEWAY 675 3 12 8 2250 55 20175 91 92 1-80 FREEWAY 1671 2 12 8 2250 55 20176 92 91 1-80 FREEWAY 1671 3 12 8 2250 55 20177 92 93 1-80 FREEWAY 1081 2 12 8 2250 60 201-80 OFF-RAM P TO RICHARD178 92 842 ST FREEWAY RM 667 2 12 4 1750 45 20ST FREEWAY RAMP179 93 92 1-80 FREEWAY 1081 2 12 8 2250 60 20180 93 94 1-80 FREEWAY 2393 2 12 8 2250 65 20Dresden Generating StationEvacuation Time EstimateK-55KILD Engineering, P.C.Rev. 0 UP Down Lan Shule Flo FlowStream Stra Legt No ofWit Wdha e Sped Gi1-80 OFF-RAMP TO RICHARD181 93 843 ST FREEWAY RM 511 1 12 4 1750 45 20ST FREEWAY RAMP182 94 93 1-80 FREEWAY 2393 2 12 8 2250 65 20183 94 95 1-80 FREEWAY 1172 2 12 8 2250 65 20184 95 94 1-80 FREEWAY 1172 2 12 8 2250 65 20185 95 96 1-80 FREEWAY 3339 2 12 8 2250 65 20186 96 95 1-80 FREEWAY 3339 2 12 8 2250 65 20187 96 97 1-80 FREEWAY 1685 2 12 8 2250 70 20188 96 1055 1-80 OFF-RAMP TO BRIGGS RD FREEWAY RAMP 570 1 12 4 1700 45 20189 97 96 1-80 FREEWAY 1685 2 12 8 2250 70 20190 97 98 1-80 FREEWAY 9666 2 12 8 2250 70 20191 98 97 1-80 FREEWAY 9666 2 12 8 2250 70 20192 98 99 1-80 FREEWAY 3343 2 12 8 2250 70 15193 99 98 1-80 FREEWAY 3344 2 12 8 2250 70 15194 99 100 1-80 FREEWAY 602 2 12 8 2250 70 15195 99 927 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 655 1 12 4 1700 45 15196 100 99 1-80 FREEWAY 602 2 12 8 2250 70 15197 100 101 1-80 FREEWAY 1856 2 12 8 2250 70 15198 100 158 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 1237 1 12 4 1750 45 15199 101 100 1-80 FREEWAY 1845 2 12 8 2250 70 15200 101 260 1-80 FREEWAY 5161 3 12 8 2250 70 15201 102 103 US-52 COLLECTOR 15803 1 12 1 1700 60 18202 102 113 US-52 COLLECTOR 5303 1 12 4 1750 50 18K-56 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-56KLD Engineering, P.C.Rev. 0 203 102 1187 US-30 COLLECTOR 7649 1 12 1700 60 5204 103 104 US-52 COLLECTOR 5268 1 12 1 1700 60 18205 104 698 US-30 COLLECTOR 2848 1 11 2 1700 55 5206 104 1292 US-52 COLLECTOR 14918 1 12 1 1750 60 17207 105 106 US-52 COLLECTOR 3932 1 12 1 1700 60 17208 105 1184 US-30 COLLECTOR 1707 1 12 2 1700 60 17209 106 107 US-52 COLLECTOR 7386 1 12 1 1700 55 17210 107 108 US-52 COLLECTOR 1770 1 12 1 1700 60 17211 108 109 US-52 COLLECTOR 1524 1 12 1 1700 45 16212 109 110 US-52 COLLECTOR 3390 1 12 1 1700 55 16213 110 111 US-52 COLLECTOR 1374 1 12 1 1700 45 16214 111 112 US-52 COLLECTOR 14096 1 12 1 1700 60 16215 113 114 US-52 COLLECTOR 3434 1 12 4 1700 55 5216 113 729 US-30 COLLECTOR 7763 1 12 4 1700 50 5217 114 115 US-52 COLLECTOR 3977 1 12 4 1700 55 10218 115 116 US-52 COLLECTOR 3684 1 12 4 1750 45 10219 116 117 US-52 COLLECTOR 2238 1 12 4 1575 35 10220 116 730 US-30 COLLECTOR 5129 1 12 4 1750 45 10221 117 118 US-52 COLLECTOR 995 1 12 4 1750 35 10222 118 119 US-52 COLLECTOR 2040 1 12 4 1750 35 10223 119 120 US-52 COLLECTOR 2406 2 12 4 1750 35 10224 119 731 US-30 MINOR ARTERIAL 5283 2 12 0 1750 45 10225 120 121 US-52 MINOR ARTERIAL 566 2 12 4 1750 45 11K-57 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-57KLD Engineering, P.C.Rev. 0 UP- Don Lan Shule Flw FoStem Sra0egh N.o Wit Wit Rat Speed Gri226 121 13 1-55 ON-RAMP FROM US 52 FREEWAY RAMP 705 1 12 4 1700 45 11227 121 122 US-52 MINOR ARTERIAL 380 2 12 4 1750 45 11228 122 123 US-52 MINOR ARTERIAL 4602 2 12 4 1750 45 11229 123 285 US-52 MINOR ARTERIAL 2661 2 12 4 1750 45 11230 124 127 US-52 MINOR ARTERIAL 1093 2 12 4 1750 40 11231 124 283 US-30 COLLECTOR 741 1 12 4 1700 40 11232 124 935 INFANTRY DR LOCAL ROADWAY 2628 1 12 4 1750 35 11233 125 131 US-52 MINOR ARTERIAL 1238 2 12 4 1750 40 12234 125 205 IL-7 MINOR ARTERIAL 2610 2 12 1 1750 40 12235 125 348 IL-7 MINOR ARTERIAL 1953 2 12 8 1750 35 12236 126 132 US-52 MINOR ARTERIAL 1685 2 12 4 1750 40 12237 126 1524 MIDLAND AVE MINOR ARTERIAL 967 2 12 4 1900 35 12238 127 128 US-52 MINOR ARTERIAL 918 2 12 4 1750 40 11239 127 1527 CATERPILLAR DR MINOR ARTERIAL 336 2 12 4 1900 35 11240 128 936 US-52 MINOR ARTERIAL 707 2 12 4 1900 40 11241 129 130 US-52 MINOR ARTERIAL 1795 2 12 4 1750 40 11242 129 940 SPRINGFIELD AVE LOCAL ROADWAY 2653 1 12 4 1750 35 11243 130 125 US-52 MINOR ARTERIAL 1748 2 12 4 1750 40 12244 131 126 US-52 MINOR ARTERIAL 1308 2 12 4 1750 40 12245 132 133 US-52 MINOR ARTERIAL 2084 2 12 4 1900 40 12246 132 220 REED ST LOCAL ROADWAY 958 1 12 4 1575 35 12247 133 134 US-52 MINOR ARTERIAL 267 2 12 4 1750 40 13248 134 135 JEFFERSON ST MINOR ARTERIAL 658 2 12 4 1900 35 13K-58 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-58KLD Engineering, P.C.Rev. 0 249 134 221 RAYNOR AVE LOCAL ROADWAY 849 1 52 1575 3523250 135 136 JEFFERSON ST MINOR ARTERIAL 1996 2 12 4 1750 35 13251 135 218 WILCOX ST LOCAL ROADWAY 596 1 12 4 1575 35 13252 136 137 US-30 MINOR ARTERIAL 379 3 12 4 1750 35 13253 137 138 US-30 MAJOR ARTERIAL 600 3 12 4 1900 35 13254 137 1512 HICKORY ST MINOR ARTERIAL 843 2 12 4 1900 35 13255 138 253 US-30 MAJOR ARTERIAL 555 3 12 4 1900 35 13256 139 140 US-30 MINOR ARTERIAL 372 2 12 4 1750 35 13257 140 141 US-30 MINOR ARTERIAL 443 2 12 4 1750 35 13258 140 179 IL-53 MINOR ARTERIAL 363 1 12 4 1750 40 13259 141 142 US-30 MINOR ARTERIAL 363 2 12 4 1750 35 13260 142 143 US-30 MINOR ARTERIAL 1198 2 12 4 1750 30 13261 142 177 IL-53 MINOR ARTERIAL 356 2 12 4 1750 35 13262 143 144 US-30 MINOR ARTERIAL 379 2 12 4 1750 30 13263 143 167 EASTERN AVE LOCAL ROADWAY 1056 1 12 4 1750 30 13264144145 US-6 MINOR ARTERIAL 671 2 12 0 1900 20 14265 145 146 US-6 MINOR ARTERIAL 941 2 12 0 1750 30 14266 146 147 US-30 MINOR ARTERIAL 2335 2 12 4 1750 30 14267 146 167 US-30 MINOR ARTERIAL 603 2 12 4 1750 30 14268 146 1520 US-6 MINOR ARTERIAL 980 2 12 0 1750 30 14269 147 148 US-30 MINOR ARTERIAL 1354 2 12 4 1900 30 14270 147 254 HENDERSON ST COLLECTOR 1364 1 12 4 1750 35 14271 148 149 US-30 MINOR ARTERIAL 1153 2 12 4 1900 30 14Dresden Generating Station K-59 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato Fre272149150US-30MINOR ARTERIAL628212417503014273 150 151 US-30 MINOR ARTERIAL 2650 2 12 4 1750 35 14274 150 1054 WALNUT ST COLLECTOR 1083 1 12 4 1575 35 14275 151 152 US-30 COLLECTOR 1472 1 12 4 1700 40 14276 151 1057 BRIGGS ST MINOR ARTERIAL 2664 1 12 4 1750 35 14277 152 153 US-30 COLLECTOR 3156 1 12 4 1700 40 14278 153 154 US-30 COLLECTOR 715 1 12 4 1700 40 14279 154 155 US-30 COLLECTOR 2147 1 12 4 1700 40 14280 155 156 US-30 COLLECTOR 2693 1 12 4 1700 40 15281 156 157 US-30 MINOR ARTERIAL 904 2 12 4 1750 40 15282 157 158 US-30 MINOR ARTERIAL 3039 2 12 4 1750 40 15283 158 159 US-30 MINOR ARTERIAL 1269 2 12 4 1750 40 15284 159 100 1-80 ON-RAMP FROM US 30 FREEWAY RAMP 1214 1 12 4 1700 45 15285 159 160 US-30 MINOR ARTERIAL 1731 2 12 4 1425 40 15286 161 136 US-30 MINOR ARTERIAL 1054 2 12 4 1750 35 13287 161 319 US-30 COLLECTOR 994 1 12 4 1575 35 13288 162 1059 US-30 MINOR ARTERIAL 249 2 12 4 1750 30 13289 163 312 US-30 MAJOR ARTERIAL 1085 3 12 4 1900 30 13290 164 163 US-30 MINOR ARTERIAL 381 2 12 4 1750 30 13291 164 173 IL-53 MINOR ARTERIAL 315 2 12 4 1750 30 13292 165 164 US-30 MINOR ARTERIAL 437 2 12 4 1750 30 13293 166 165 US-30 MINOR ARTERIAL 355 2 12 4 1750 30 13294 166 236 IL-53 MINOR ARTERIAL 1351 2 12 4 1750 30 13Dresden Generating StationEvacuation Time EstimateK-60KLD Engineering, P.C.Rev. 0 295 167 146 US-30 MINOR ARTERIAL 603 2 20 1750 3014296 167 166 US-30 MINOR ARTERIAL 1450 2 12 4 1750 30 13297 168 139 JOLIET ST LOCAL ROADWAY 346 1 12 4 1750 30 13298 168 179 WASHINGTON AVE LOCAL ROADWAY 384 1 12 4 1750 35 13299 170 163 JOLIET ST MINOR ARTERIAL 328 2 12 4 1750 30 13300 170 171 JOLIET ST MINOR ARTERIAL 369 2 12 4 1750 30 13301 170 173 CLINTON ST LOCAL ROADWAY 358 1 12 4 1750 35 13302 171 139 JOLIET ST LOCAL ROADWAY 348 1 12 4 1750 30 13303 171 170 JOLIET ST MINOR ARTERIAL 369 2 12 4 1750 30 13304 171 172 VAN BUREN ST LOCAL ROADWAY 368 1 12 4 1750 35 13305 172 140 IL-53 MINOR ARTERIAL 344 2 12 4 1750 30 13306 172 171 VAN BUREN ST LOCAL ROADWAY 368 1 12 4 1750 35 13307 173 170 CLINTON ST LOCAL ROADWAY 358 1 12 4 1750 35 13308 173 172 IL-53 MINOR ARTERIAL 371 2 12 4 1750 30 13309 173 174 CLINTON ST LOCAL ROADWAY 450 1 12 4 1575 35 13310 174 165 CHICAGO ST LOCAL ROADWAY 317 1 12 4 1750 35 13311 174 175 CHICAGO ST LOCAL ROADWAY 360 1 12 4 1575 35 13312 174 176 CLINTON ST LOCAL ROADWAY 347 1 12 4 1750 35 13313 175 141 CHICAGO ST LOCAL ROADWAY 333 1 12 4 1750 35 13314 175 177 VAN BUREN ST LOCAL ROADWAY 355 1 12 4 1750 35 13315 176 166 IL-53 MINOR ARTERIAL 292 2 12 4 1750 35 13316 177 176 _1L-53 MINOR ARTERIAL 362 2 12 4 1750 35 13317 178 168 WASHINGTON AVE LOCAL ROADWAY 375 1 12 4 1575 35 13Dresden Generating StationEvacuation Time EstimateK-61 KLD Engineering, P.C.Rev. 0 318 178 253 DES PLAINES ST LOCAL ROADWAY 331 1 24 1575 3513319 179 180 WASHINGTON AVE LOCAL ROADWAY 404 1 12 4 1575 35 13320 180 142 IL-53 MINOR ARTERIAL 595 2 12 4 1750 15 13321 182 178 DES PLAINES ST LOCAL ROADWAY 2771 1 12 4 1575 35 13322 182 789 US-6 COLLECTOR 1069 1 12 4 1700 40 13323 183 137 HICKORY ST MINOR ARTERIAL 1141 2 12 4 1750 35 13324 185 183 HICKORY ST MINOR ARTERIAL 355 2 12 4 1750 35 13325 186 185 CENTER ST MINOR ARTERIAL 1032 2 12 4 1900 45 13326 187 186 CENTER ST MINOR ARTERIAL 848 2 12 4 1900 45 13327 188 187 CENTER ST MINOR ARTERIAL 1363 2 12 4 1900 45 131-80 ON-RAMP FROM328 190 87 MEADOW-AVE FREA 1287 1 12 4 1700 45 20MEADOW AVE FREEWAY RAMP329 190 191 CENTER ST COLLECTOR 731 1 12 4 1700 45 20330 191 188 CENTER ST COLLECTOR 1040 1 12 4 1700 45 20331 192 190 MEADOW AVE MINOR ARTERIAL 846 2 12 4 1900 40 20332 193 192 MEADOW AVE COLLECTOR 1585 1 12 0 1700 40 20333 194 193 MEADOW AVE COLLECTOR 2129 1 12 0 1575 35 20334 194 202 MIDLAND AVE COLLECTOR 5200 1 12 4 1575 35 20335 195 194 MEADOW AVE COLLECTOR 855 1 12 0 1575 35 20336 195 196 MEADOW AVE COLLECTOR 1750 1 12 0 1750 35 20337 196 195 MEADOW AVE COLLECTOR 1750 1 12 0 1575 35 20338 196 345 IL-7 MINOR ARTERIAL 938 2 12 1 1900 40 20339 197 198 MARION ST LOCAL ROADWAY 1056 1 12 4 1350 30 13Dresden Generating StationEvacuation Time EstimateK-62KLD Engineering, P.C.Rev. 0 340 198 183 MARION ST LOCAL ROADWAY 1032 1 24 1750 30 13341 199 134 RAYNOR AVE LOCAL ROADWAY 704 1 12 4 1750 35 13342 199 197 MARION ST LOCAL ROADWAY 707 1 12 4 1350 30 13343 200 199 MARION ST LOCAL ROADWAY 1296 1 12 4 1750 35 12344 201 132 REED ST LOCAL ROADWAY 590 1 12 4 1750 35 12345 201 200 MARION ST LOCAL ROADWAY 965 1 12 4 1575 35 12346 202 126 MIDLAND AVE COLLECTOR 572 1 12 4 1750 35 12347 202 201 MARION ST LOCAL ROADWAY 1664 1 12 4 1575 35 12348 203 271 INGALLS AVE COLLECTOR 2489 1 12 4 1575 35 12349 203 318 IL-7 MINOR ARTERIAL 2632 2 12 1 1750 40 12350 204 206 BLACK RD COLLECTOR 2590 2 12 0 1750 40 12351 204 317 IL-7 MINOR ARTERIAL 1841 2 12 1 1900 40 12352 205 204 IL-7 MINOR ARTERIAL 2692 2 12 1 1750 40 12353 205 269 GLENWOOD AVE LOCAL ROADWAY 2569 1 12 4 1750 35 12354 206 207 MIDLAND AVE COLLECTOR 1833 1 12 4 1575 35 12355 206 315 BLACK RD COLLECTOR 1663 2 12 0 1900 40 12356 207 316 CLARA AVE LOCAL ROADWAY 191 1 12 4 1575 35 12357 208 214 RUBY ST LOCAL ROADWAY 647 1 12 0 1575 35 13358 208 326 US-30 MINOR ARTERIAL 3751 2 12 0 1750 35 12359 208 1585 RAYNOR AVE LOCAL ROADWAY 473 1 12 4 1575 35 13360 209 212 RAYNOR AVE LOCAL ROADWAY 648 1 15 2 1575 30 13361 209 224 GLENWOOD AVE LOCAL ROADWAY 693 1 12 4 1575 35 13362 210 213 MASON AVE LOCAL ROADWAY 679 1 12 4 1575 35 13K-63 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-63KLD Engineering, P.C.Rev. 0 Sauaion Fe3632101074RAYNOR AVELOCAL ROADWAY503115217503513364 211 210 RAYNOR AVE LOCAL ROADWAY 608 1 15 2 1575 35 13365 211 215 DOUGLAS ST LOCAL ROADWAY 678 1 12 4 1575 35 13366 212 211 RAYNOR AVE LOCAL ROADWAY 687 1 15 2 1750 35 13367 212 1068 TAYLOR ST LOCAL ROADWAY 627 1 12 4 1575 35 13368 213 208 US-30 MINOR ARTERIAL 936 2 12 0 1750 35 13369 213 214 WILCOX ST LOCAL ROADWAY 677 1 12 4 1575 35 13370 214 232 RUBY ST LOCAL ROADWAY 2707 1 12 4 1575 35 13371 215 213 WILCOX ST LOCAL ROADWAY 634 1 12 4 1575 35 13372 215 322 DOUGLAS ST LOCAL ROADWAY 615 1 12 4 1575 35 13373 216 215 WILCOX ST LOCAL ROADWAY 613 1 12 4 1575 35 13374 217 219 WESTERN AVE LOCAL ROADWAY 647 1 12 4 1750 35 13375 217 224 WILCOX ST LOCAL ROADWAY 888 1 12 4 1575 35 13376 218 217 WILCOX ST LOCAL ROADWAY 755 1 12 4 1575 35 13377 219 209 RAYNOR AVE LOCAL ROADWAY 874 1 15 2 1750 35 13378 220 1083 REED ST LOCAL ROADWAY 326 1 12 4 1575 35 12379 221 219 RAYNOR AVE LOCAL ROADWAY 798 1 15 2 1750 35 13380 222 223 REED ST LOCAL ROADWAY 822 1 12 4 1575 35 12381 223 209 GLENWOOD AVE LOCAL ROADWAY 2260 1 12 4 1750 35 12382 223 315 REED ST LOCAL ROADWAY 2650 1 12 4 1575 35 12383 224 1067 WILCOX ST LOCAL ROADWAY 618 1 12 4 1575 35 13384 225 162 HICKORY ST COLLECTOR 1056 1 12 4 1750 35 13385 225 226 HICKORY ST COLLECTOR 680 1 12 4 1750 35 13K-64 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-64KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl)

(mph) Number386225231DIVISON STCOLLECTOR 344112415753513387 226 227 HICKORY ST LOCAL ROADWAY 1840 1 12 4 1575 35 13388 226 230 IL-53 COLLECTOR 360 1 12 4 1575 35 13389 227 228 RUBY ST LOCAL ROADWAY 369 1 12 4 1750 35 13390 228 311 IL-53 MINOR ARTERIAL 3017 2 12 4 1750 40 12391 229 228 BROADWAY ST LOCAL ROADWAY 469 1 12 4 1750 35 13392 230 229 BROADWAY ST LOCAL ROADWAY 1410 1 12 4 1575 35 13393 230 251 IL-53 COLLECTOR 1032 1 12 4 1750 35 13394 231 225 DIVISON ST COLLECTOR 344 1 12 4 1575 35 13395 231 230 BROADWAY ST LOCAL ROADWAY 560 1 12 4 1575 35 13396 231 312 BROADWAY ST LOCAL ROADWAY 1093 1 12 4 1575 35 13397 232 227 RUBY ST LOCAL ROADWAY 651 1 12 4 1575 35 13398 233 228 IL-53 COLLECTOR 1010 1 12 4 1750 35 13399 234 236 JACKSON ST MINOR ARTERIAL 343 2 12 4 1750 45 13400 234 1050 CHICAGO ST LOCAL ROADWAY 350 1 12 4 1350 30 13401 235 249 IL-53 MINOR ARTERIAL 612 2 12 4 1900 30 13402 235 1522 JACKSON ST MINOR ARTERIAL 151 2 12 4 1750 45 13403 236 237 JACKSON ST MINOR ARTERIAL 2139 1 12 4 1750 45 13404 236 1049 IL-53 MINOR ARTERIAL 341 2 12 4 1750 30 13405 237 239 IL-171 COLLECTOR 737 1 12 4 1750 40 14406 237 254 US-6 COLLECTOR 2312 1 12 4 1750 30 14407 238 240 IL-171 COLLECTOR 3346 1 12 4 1750 35 14408 239 238 IL-171 COLLECTOR 1024 1 12 4 1750 40 14Dresden Generating StationEvacuation Time EstimateK-65 KLD Engineering, P.C.Rev. 0 Up- Down- Lan Shule Flo Flow 5409 240 241 IL-171 COLLECTOR 1637 1 12 4 1700 40 14410 241 242 IL-171 MINOR ARTERIAL 1212 2 12 1 1900 40 14411 242 1551 IL-171 MINOR ARTERIAL 2665 2 12 1 1900 45 14412 247 165 CHICAGO ST LOCAL ROADWAY 370 1 12 4 1750 30 13413 247 248 CHICAGO ST LOCAL ROADWAY 352 1 12 4 1350 30 13414 248 234 CHICAGO ST LOCAL ROADWAY 627 1 12 4 1750 30 13415 249 248 BENTON ST COLLECTOR 432 1 12 4 1575 35 13416 249 250 IL-53 MINOR ARTERIAL 350 2 12 4 1900 30 13417 250 164 IL-53 MINOR ARTERIAL 365 2 12 4 1750 30 13418 250 247 WEBSTER ST COLLECTOR 434 1 12 4 1575 35 13419 251 235 IL-53 MINOR ARTERIAL 166 2 12 4 1750 45 13420 252 163 JOLIET ST LOCAL ROADWAY 1083 1 12 4 1750 30 13421 252 251 JOLIET ST LOCAL ROADWAY 382 1 12 4 1750 30 13422 253 139 US-30 MINOR ARTERIAL 388 2 12 4 1750 35 13423 254 258 US-6 COLLECTOR 3174 1 12 4 1350 30 14424 255 239 OHIO ST LOCAL ROADWAY 1596 1 12 4 1750 35 14425 256 239 OHIO ST LOCAL ROADWAY 2093 1 12 4 1750 35 13426 256 313 IL-53 MINOR ARTERIAL 1043 2 12 4 1900 20 13427 257 238 COLUMBIA ST LOCAL ROADWAY 1608 1 12 4 1750 35 14428 258 259 US-6 COLLECTOR 611 1 12 4 1750 40 14429 259 773 US-6 COLLECTOR 3070 1 12 4 1750 40 14430 259 1054 WALNUT ST COLLECTOR 1898 1 12 4 1575 35 14431 260 101 1-80 FREEWAY 5184 3 12 8 2250 70 15Dresden Generating StationEvacuation Time EstimateK-66KLD Engineering, P.C.Rev. 0 432 260 261 1-80 FREEWAY 3645 3 28 2250 70 15433 261 260 1-80 FREEWAY 3645 3 12 8 2250 70 15434 261 262 1-80 FREEWAY 3787 3 12 8 2250 70 15435 261 925 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 1540 1 12 8 1700 45 15436 262 261 1-80 FREEWAY 3787 3 12 8 2250 70 15437 262 263 1-80 FREEWAY 3031 4 12 8 2250 70 15438 262 926 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 1439 2 12 8 1900 45 15439 263 262 1-80 FREEWAY 3031 3 12 8 2250 70 15440 263 1574 1-80 FREEWAY 1561 3 12 8 2250 70 15441 264 261 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 2337 1 12 4 1700 45 15442 264 265 1-355 FREEWAY 3183 3 12 8 2250 70 15443 264 923 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 2615 2 12 8 1900 45 15444 265 264 1-355 FREEWAY 3183 3 12 8 2250 70 15445 265 266 1-355 FREEWAY 940 3 12 8 2250 70 15446 266 265 1-355 FREEWAY 940 3 12 8 2250 70 15447 266 267 1-355 FREEWAY 1470 3 12 8 2250 70 15448 267 266 1-355 FREEWAY 1470 3 12 8 2250 70 15449 267 1588 1-355 FREEWAY 3876 3 12 8 2250 70 15450 268 1601 1-355 FREEWAY 2518 3 12 8 2250 70 3451 269 206 MIDLAND AVE COLLECTOR 2624 1 12 4 1750 35 12452 269 223 GLENWOOD AVE LOCAL ROADWAY 1661 1 12 4 1575 35 12453 271 203 INGALLS AVE COLLECTOR 2489 1 12 4 1750 35 12454 271 326 INGALLS AVE COLLECTOR 1424 1 12 4 1750 35 12Dresden Generating StationEvacuation Time EstimateK-67KLD Engineering, P.C.Rev. 0 Up-. Don aeShudr lw FoSram Steam Lengt No of Wit Wit Rat Sped Gi455 272 278 129TH INFANTRY DR COLLECTOR 1202 1 12 4 1575 35 11456 272 781 BLACK RD COLLECTOR 1371 2 12 0 1900 40 11457 273 204 BLACK RD COLLECTOR 3551 2 12 0 1750 40 11458 274 1092 INGALLS AVE MINOR ARTERIAL 2136 2 12 4 1750 35 11459 275 274 INGALLS AVE MINOR ARTERIAL 916 2 12 4 1900 35 11460 275 276 129TH INFANTRY DR COLLECTOR 562 1 12 4 1575 35 11461 276 277 129TH INFANTRY DR COLLECTOR 309 1 12 4 1575 35 11462 277 780 CEADARWOOD AVE COLLECTOR 1996 1 12 4 1575 35 11463 278 275 129TH INFANTRY DR COLLECTOR 1462 1 12 4 1750 35 11464 279 272 129TH INFANTRY DR COLLECTOR 1054 1 12 4 1750 40 11465 280 279 129TH INFANTRY DR COLLECTOR 299 1 12 4 1700 40 11466 281 280 129TH INFANTRY DR COLLECTOR 1339 1 12 4 1700 40 11467 281 284 GLENWOOD AVE MINOR ARTERIAL 2458 2 12 4 1750 35 11468 281 939 GLENWOOD AVE MINOR ARTERIAL 2093 1 12 4 1575 35 11469 282 281 129TH INFANTRY DR COLLECTOR 1497 1 12 4 1750 40 11470 283 282 129TH INFANTRY DR COLLECTOR 478 1 12 4 1700 40 11471 284 281 GLENWOOD AVE MINOR ARTERIAL 2458 1 12 4 1750 35 11472 284 285 ESSINGTON RD MINOR ARTERIAL 2654 2 12 0 1750 45 11473 284 286 ESSINGTON RD MINOR ARTERIAL 2658 2 12 0 1750 45 11474 285 124 US-52 MINOR ARTERIAL 2563 2 12 4 1750 45 11475 285 284 ESSINGTON RD MINOR ARTERIAL 2654 2 12 0 1750 45 11476 286 272 BLACK RD COLLECTOR 2606 2 12 4 1750 40 11477 286 287 ESSINGTON RD MINOR ARTERIAL 2673 2 12 0 1750 45 11Dresden Generating Station K-68 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl)

(mph) NumINGALLS AVE MINOR ARTERIALI I479287288ESSINGTON RDMINOR ARTERIAL2637212017504511480 288 289 ESSINGTON RD MINOR ARTERIAL 1517 2 12 0 1750 45 11481 288 779 THEODORE ST COLLECTOR 5299 2 12 0 1750 40 11482 289 290 ESSINGTON RD MINOR ARTERIAL 1158 2 12 0 1750 45 11483 290 291 ESSINGTON RD MINOR ARTERIAL 1782 2 12 0 1750 45 11484 291 292 ESSINGTON RD MINOR ARTERIAL 854 2 12 0 1750 45 11485 292 293 ESSINGTON RD MINOR ARTERIAL 2691 2 12 0 1750 45 7486 292 1094 CATON FARM RD MINOR ARTERIAL 4422 2 12 0 1900 45 11487 293 294 ESSINGTON RD MINOR ARTERIAL 273 2 12 0 1750 45 7488 293 330 HENNEPIN DR LOCAL ROADWAY 2056 1 12 4 1750 35 7489 294 295 RING RD MINOR ARTERIAL 812 2 12 4 1900 40 7490 294 300 RING RD MINOR ARTERIAL 1119 2 12 4 1900 40 7491 295 296 RING RD MINOR ARTERIAL 743 2 12 4 1900 40 7492 295 306 VOYAGERLN MINOR ARTERIAL 520 2 12 4 1900 40 7493 296 297 RING RD MINOR ARTERIAL 1120 2 12 4 1900 40 7494 296 304 TONTI DR LOCAL ROADWAY 365 1 12 4 1700 40 7495 297 302 ACCESS RD LOCAL ROADWAY 196 1 12 4 1700 40 7496 298 301 ENTRANCE 6 LOCAL ROADWAY 455 1 12 4 1700 40 7497 298 1516 RING RD MINOR ARTERIAL 815 2 12 4 1900 40 7498 299 298 RING RD MINOR ARTERIAL 912 2 12 4 1900 40 7499 300 294 US-30 MINOR ARTERIAL 1117 1 12 4 1750 40 7500 300 299 US-30 MINOR ARTERIAL 976 2 12 4 1900 40 7Dresden Generating StationEvacuation Time EstimateK-69KLD Engineering, P.C.Rev. 0 501 301 302 US-30 ~MINOR ARTERIAL 15 904502 302 305 US-30 MINOR ARTERIAL 746 4 1900 7503304305US-30MINOR ARTERIAL72721241900407504 304 1515 US-30 MINOR ARTERIAL 459 2 12 4 1900 40 7505 305 332 US-30 LOCAL ROADWAY 354 1 12 4 1750 40 7506 306 331 US-30 LOCAL ROADWAY 533 1 12 4 1750 40 7507 306 1515 US-30 MINOR ARTERIAL 247 2 12 4 1900 40 7508 307 308 US-30 COLLECTOR 5226 1 12 0 1700 40 8509 307 1095 US-30 MINOR ARTERIAL 409 2 12 4 1750 45 8510 308 309 US-30 COLLECTOR 4127 1 12 0 1750 45 8511 309 325 US-30 MINOR ARTERIAL 4779 2 12 4 1900 50 8512 310 309 US-30 MINOR ARTERIAL 5373 2 12 4 1750 45 12513 311 310 US-30 MINOR ARTERIAL 2620 2 12 4 1750 40 12514 312 162 US-30 MAJOR ARTERIAL 350 3 12 4 1750 30 13515 313 233 US-30 MINOR ARTERIAL 403 2 12 4 1900 20 13516 314 233 US-30 LOCAL ROADWAY 1043 1 12 4 1350 30 13517 314 256 US-30 LOCAL ROADWAY 410 1 12 4 1750 35 13518 315 1073 US-30 MINOR ARTERIAL 2151 2 12 0 1900 40 12519 316 271 US-30 LOCAL ROADWAY 808 1 12 4 1575 35 12520 317 203 US-30 MINOR ARTERIAL 794 2 12 1 1750 40 12521 317 316 US-30 LOCAL ROADWAY 2449 1 12 4 1575 35 12522 318 327 US-30 COLLECTOR 1232 2 12 0 1750 40 12523 318 1079 US-30 MINOR ARTERIAL 608 2 12 1 1750 40 12K-70 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-70KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo FlowStrea St.*a Legt No of Widt Wit Rat Spe Gri524 319 161 US-30 COLLECTOR 994 1 12 4 1750 35 13525 319 225 DIVISON ST COLLECTOR 659 1 12 4 1700 40 13526 319 320 US-30 COLLECTOR 544 1 12 4 900 20 13527 320 321 US-30 COLLECTOR 362 1 12 4 1575 35 13528 321 322 US-30 COLLECTOR 1003 1 12 4 1575 35 13529 322 213 US-30 COLLECTOR 876 1 12 4 1575 35 13530 323 322 DOUGLAS ST LOCAL ROADWAY 716 1 12 4 1575 35 13531 324 213 MASON AVE LOCAL ROADWAY 1320 1 12 4 1575 35 13532 325 1496 IL-53 MINOR ARTERIAL 5705 2 12 2 1750 50 8533 326 327 US-30 MINOR ARTERIAL 3738 2 12 0 1750 40 12534 326 1070 INGALLS AVE COLLECTOR 2680 1 12 4 1575 35 12535 327 328 US-30 MINOR ARTERIAL 1680 2 12 0 1750 40 12536 327 1085 THEODORE ST COLLECTOR 2291 1 12 0 1750 40 12537 328 329 US-30 MINOR ARTERIAL 6065 2 12 0 1750 40 11538 328 1077 WEBER RD MINOR ARTERIAL 1843 2 12 4 1900 40 12539 329 307 CATON FARM RD COLLECTOR 5721 1 12 0 1750 40 7540 329 330 US-30 MINOR ARTERIAL 4888 2 12 4 1750 40 7541 329 1098 GAYLORD RD COLLECTOR 5246 1 12 4 1700 45 7542 330 331 US-30 MINOR ARTERIAL 1286 2 12 4 1750 40 7543 331 332 US-30 MINOR ARTERIAL 1332 2 12 4 1750 40 7544 332 333 US-30 MINOR ARTERIAL 1522 2 12 4 1750 40 7545 333 7 1-55 ON-RAMP FROM US-30 FREEWAY RAMP 1165 1 12 4 1700 45 7546 333 334 US-30 MINOR ARTERIAL 1276 2 12 4 1750 40 7Dresden Generating StationEvacuation Time EstimateK-71KLD Engineering, P.C.Rev. 0 Up Don Lane S hole Flo Flow547 334 335 US-30 MINOR ARTERIAL 948 1 24 1750 407548 335 336 US-30 COLLECTOR 2010 1 12 4 1750 40 7549 336 337 US-30 COLLECTOR 3095 1 12 4 1750 40 7550 337 338 US-30 COLLECTOR 5587 1 12 4 1750 40 6551 337 758 CR-36 COLLECTOR 7091 1 12 4 1700 45 7552 338 339 IL-59 MINOR ARTERIAL 1125 2 12 4 1750 35 6553 339 340 IL-59 MINOR ARTERIAL 1503 2 12 4 1750 35 6554 340 341 IL-59 MINOR ARTERIAL 633 2 12 4 1750 35 6555 340 903 IL-126 COLLECTOR 12288 1 12 4 1750 50 2556 341 342 IL-59 MINOR ARTERIAL 3166 2 12 4 1750 45 2557 342 343 IL-59 MINOR ARTERIAL 1534 2 12 4 1425 45 2558 342 1116 US-30 COLLECTOR 2550 1 12 4 1750 40 2559 344 196 IL-7 MINOR ARTERIAL 664 2 12 1 1750 45 20560 344 388 MOEN AVE COLLECTOR 2642 1 12 4 1700 45 20561 344 1529 IL-7 MINOR ARTERIAL 2436 2 12 4 1900 45 20562 345 346 IL-7 MINOR ARTERIAL 579 2 12 1 1900 40 20563 345 931 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 369 1 16 4 1700 45 20564 346 82 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 1052 1 14 6 1575 35 20565 346 1573 IL-7 MINOR ARTERIAL 391 2 12 1 1900 40 20566 347 348 IL-7 MINOR ARTERIAL 680 2 12 8 1750 35 12567 347 1573 IL-7 MINOR ARTERIAL 1258 2 12 1 1900 40 20568 348 125 IL-7 MINOR ARTERIAL 1953 2 12 8 1750 35 12569 348 347 IL-7 MINOR ARTERIAL 679 2 12 8 1750 35 12Dresden Generating Station K-72 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up- Down- Lane US-6 COLLETOR Flow571 ea 349 ea 372gt US-6 COLETO 52dt6 1it 12t 4pe 170r5i1572 349 1214 CR-5 COLLECTOR 4639 1 12 3 1750 50 18573 350 349 US-6 COLLECTOR 1699 1 12 2 1750 45 18574 350 1220 US-6 COLLECTOR 1727 1 12 2 1750 50 18575 351 352 US-6 COLLECTOR 2277 1 12 2 1750 50 19576 351 666 7TH AVE COLLECTOR 10552 1 11 0 1750 50 18577 352 353 US-6 COLLECTOR 1900 1 12 4 1700 50 19578 353 1222 US-6 COLLECTOR 2984 1 12 4 1700 45 19579 354 355 US-6 MINOR ARTERIAL 3361 2 12 0 1750 45 19580 355 356 US-6 MINOR ARTERIAL 2668 2 12 0 1750 50 19581 355 674 US-30 COLLECTOR 337 1 12 2 1700 50 19582 356 357 US-6 MINOR ARTERIAL 4456 2 12 0 1900 50 19583 357 358 US-6 MINOR ARTERIAL 1652 2 12 0 1900 50 19584 358 359 US-6 MINOR ARTERIAL 768 2 12 0 1750 50 19585 359 360 US-6 COLLECTOR 779 1 12 10 1750 50 19586 360 21 1-55 ON-RAMP FROM US-6 FREEWAY RAMP 463 1 14 6 1700 45 19587 360 910 US-6 COLLECTOR 197 1 12 8 1700 45 19588 361 362 US-6 COLLECTOR 1296 1 12 8 1750 55 19589 362 363 US-6 COLLECTOR 3457 1 12 8 1750 55 19590 363 364 US-6 COLLECTOR 3352 1 12 4 1750 45 19591 363 1518 US-30 COLLECTOR 2693 1 12 4 1750 45 19592 364 365 US-6 COLLECTOR 2312 1 12 4 1750 45 19Dresden Generating StationEvacuation Time EstimateK-73KLD Engineering, P.C.Rev. 0 OSSaturat.on FreeS593365366US-6MINOR ARTERIAL2262212417504519594 366 367 US-6 MINOR ARTERIAL 3255 2 12 4 1750 45 20595 367 368 US-6 MINOR ARTERIAL 5249 2 12 4 1900 50 20596 367 1529 IL-7 MINOR ARTERIAL 333 2 12 4 1900 45 20597 368 369 US-6 MINOR ARTERIAL 548 2 12 4 1750 50 20598 369 370 US-6 MINOR ARTERIAL 523 2 12 4 1900 50 20599 369 1076 BRANDON RD COLLECTOR 732 1 12 4 1350 30 20600 370 1062 US-6 MINOR ARTERIAL 5105 2 12 4 1900 50 20601 371 182 US-6 COLLECTOR 1511 1 12 4 1700 35 13602 372 373 US-6 COLLECTOR 8366 1 12 4 1700 60 18603 373 374 US-6 COLLECTOR 2464 1 12 4 1700 50 18604 374 375 US-6 COLLECTOR 9887 1 12 3 1750 60 18605 375 376 US-6 COLLECTOR 3089 1 12 8 1700 50 17606 375 386 BRISBIN RD COLLECTOR 1224 1 10 0 1700 50 17607 376 377 US-6 COLLECTOR 5213 1 12 3 1700 60 17608 377 378 US-6 COLLECTOR 2389 1 12 4 1700 55 17609 378 379 US-6 COLLECTOR 1260 1 12 4 1700 60 17610 379 380 US-6 COLLECTOR 1163 1 12 4 1700 60 17611 380 396 ASHLEY RD LOCAL ROADWAY 1911 1 12 0 1700 45 17612 380 1282 US-6 COLLECTOR 3457 1 12 2 1700 60 23613 381 382 US-6 COLLECTOR 723 1 12 2 1750 45 23614 382 1276 US-6 COLLECTOR 784 1 12 2 1750 45 23615 383 391 IL-47 COLLECTOR 1572 2 12 4 1750 50 23K-74 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-74KLD Engineering, P.C.Rev. 0 616 383 618 IL-47 MINOR ARTERIAL 2754 2 21 1750 50 23617 384 62 US-30 FREEWAY 4612 210 2250 18618 384 385 US-30 FREEWAY 1251 2 12 10 2250 75 17619 384 387 1-80 OFF-RAMP TO BRISBIN RD FREEWAY RAMP 550 1 14 4 1700 45 17620 385 63 1-80 FREEWAY 18236 2 12 10 2250 75 17621 385 384 1-80 FREEWAY 1251 2 12 10 2250 75 17622 385 386 1-80 OFF-RAMP TO BRISBIN RD FREEWAY RAMP 491 1 14 4 1700 45 171-80 ON-RAMP FROM BRISBIN623 386 384 RD FREEWAY RAMP 909 1 14 4 1700 45 17RD FREEWAY RAMP624 386 387 BRISBIN RD COLLECTOR 632 1 12 0 1700 50 171-80 ON-RAMP FROM BRISBIN625 387 385 RD FREEWAY RAMP 782 1 14 4 1700 45 17RD FREEWAY RAMP626 387 650 BRISBIN RD COLLECTOR 4821 1 10 0 1700 50 17627 388 194 MIDLAND AVE COLLECTOR 762 1 12 4 1575 35 20628 388 344 MOEN AVE COLLECTOR 2642 1 12 4 1750 45 20629 389 388 MIDLAND AVE COLLECTOR 815 1 12 4 1575 35 20630 390 199 RAYNOR AVE LOCAL ROADWAY 2027 1 12 4 1750 35 13631 390 1064 MCDONOUGH ST COLLECTOR 2300 1 12 4 1575 35 13632 391 392 IL-47 COLLECTOR 1097 2 12 4 1750 50 23633 392 395 IL-47 COLLECTOR 819 2 12 4 1750 50 23634 392 965 1-80 ON-RAMP FROM IL-47 FREEWAY RAMP 665 1 14 4 1700 45 23635 393 1171 IL-47 COLLECTOR 2131 1 12 2 1750 50 17636 394 681 IL-47 COLLECTOR 10602 1 12 2 1700 60 17637 395 392 IL-47 COLLECTOR 818 1 12 1 1750 50 23K-75 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-75KLD Engineering, P.C.Rev. 0 639 36 393 GRANVILLE RD JLOCAL ROADWAY 529010 507640396397ASHLEY RDLOCAL ROADWAY5552110017005017641 397 680 ASHLEY RD LOCAL ROADWAY 10351 1 10 0 1700 50 17642 398 399 CR-27 COLLECTOR 2402 1 12 4 1700 50 23643 398 1300 GORE RD COLLECTOR 1319 1 12 1 1575 35 23644 399 688 CR-27 COLLECTOR 8708 1 12 4 1700 50 17645 400 616 IL-47 MINOR ARTERIAL 2215 2 12 1 1750 35 23646 400 1242 E BENTON ST COLLECTOR 149 1 12 1 1350 30 23647 400 1260 IL-47 MINOR ARTERIAL 333 2 12 1 1900 35 23648 401 634 E NORTH ST COLLECTOR 607 1 12 1 1750 30 23649 401 1251 IL-47 MINOR ARTERIAL 316 2 12 1 1900 35 23650 401 1260 IL-47 MINOR ARTERIAL 349 2 12 1 1900 35 23651 402 403 IL-47 MINOR ARTERIAL 346 2 12 1 1750 35 23652 402 624 E WASHINGTON ST COLLECTOR 605 1 12 1 1750 30 23653 402 638 IL-47 MINOR ARTERIAL 317 2 12 1 1900 35 23654 403 402 IL-47 MINOR ARTERIAL 346 2 12 1 1750 35 23655 403 1253 E ILLINOIS AVE COLLECTOR 593 1 12 1 1350 30 23656 403 1307 IL-47 MINOR ARTERIAL 532 2 12 4 1900 45 23657 404 405 IL-47 MINOR ARTERIAL 2646 2 12 2 1750 45 29658 404 1307 IL-47 MINOR ARTERIAL 4422 2 12 4 1900 45. 29659 405 404 IL-47 MINOR ARTERIAL 2646 2 12 2 1750 45 29660 405 1310 IL-47 MINOR ARTERIAL 1836 2 12 4 1900 45 29K-76 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-76KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FlowStem SramLnt o of Wit Wit Rat Speed Gri661 406 407 1IL-47 COLLECTOR 7970 1 22 1750 6029662 406 433 CR-6 COLLECTOR 10663 1 11 1 1700 50 29663 406 1310 IL-47 COLLECTOR 8723 1 12 2 1700 60 29664 407 406 IL-47 COLLECTOR 7970 1 12 2 1700 60 29665 407 408 IL-47 COLLECTOR 5315 1 12 2 1700 60 29666 408 407 IL-47 COLLECTOR 5316 1 12 2 1750 60 29667 408 409 IL-47 COLLECTOR 5295 1 12 2 1700 60 29668 409 408 IL-47 COLLECTOR 5294 1 12 2 1700 60 29669 409 410 IL-47 COLLECTOR 5266 1 12 2 1700 45 29670 410 409 IL-47 COLLECTOR 5267 1 12 2 1700 45 29671 410 1311 CR-9 COLLECTOR 2689 1 12 2 1700 35 29672 410 1437 IL-47 COLLECTOR 10702 1 12 1 1700 60 29673 411 889 IL-47 COLLECTOR 10726 1 12 1 1700 60 35674 411 890 W GARDNER RD COLLECTOR 25662 1 12 0 1700 55 35675 412 413 CR-19 COLLECTOR 13388 1 12 1 1700 60 24676 412 423 CR-19 COLLECTOR 5319 1 12 1 1750 60 24677 413 414 CR-19 COLLECTOR 1048 1 12 2 1700 50 24678 414 415 CR-19 COLLECTOR 755 1 12 2 1700 50 24679 415 501 CR-19 COLLECTOR 661 1 12 2 1700 60 24680 416 417 CR-19 COLLECTOR 11548 1 12 2 1700 60 24681 417 418 CR-19 COLLECTOR 2319 1 12 2 1700 55 29682 418 419 CR-19 COLLECTOR 1102 1 12 3 1700 50 29683 419 420 CR-19 COLLECTOR 1645 1 12 3 1700 50 29Dresden Generating StationEvacuation Time EstimateK-77KLD Engineering, P.C.Rev. 0 685 421 422 CR-19 COLLECTOR 1347 1 23 1700 50 29686 422 404 CR-19 COLLECTOR 6244 1 12 2 1750 60 29687423424LORENZO RDCOLLECTOR 5300112117006025688 424 1314 LORENZO RD COLLECTOR 3130 1 12 1 1700 60 25689 425 426 LORENZO RD COLLECTOR 2024 1 12 10 1700 50 251-55 ON-RAMP FROM690 426 32 L-REN-RD FREA 979 1 14 6 1700 45 25LORENZO RD FREEWAY RAMP691 426 1571 LORENZO RD COLLECTOR 832 1 12 10 1700 50 25692 428 46 1-55 ON-RAMP FROM IL-129 FREEWAY RAMP 789 1 14 8 1700 50 25693 429 428 1-55 ON-RAMP FROM IL-129 FREEWAY RAMP 1264 1 12 4 1700 50 31694 429 1443 IL-129 COLLECTOR 1843 1 12 1 1750 60 31695 430 431 CR-9 COLLECTOR 15133 1 12 2 1700 60 29696 431 432 CR-9 COLLECTOR 13099 1 12 2 1700 60 28697 432 1539 CR-9 COLLECTOR 3853 1 12 2 1700 60 28698 433 434 CR-6 COLLECTOR 20658 1 11 1 1700 50 28699 434 435 CR-6000 W LOCAL ROADWAY 5300 1 11 0 1700 50 28700 435 1464 CR-6000 W LOCAL ROADWAY 4469 1 11 0 1700 50 28701 437 438 IL-113 COLLECTOR 5292 1 13 0 1750 40 30702 437 442 IL-113 COLLECTOR 3737 1 12 2 1750 50 31703 438 437 IL-113 COLLECTOR 5291 1 13 0 1750 40 30704 438 1411 IL-113 COLLECTOR 4477 1 13 0 1750 35 30705 439 1414 IL-113 COLLECTOR 2435 1 13 0 1700 35 30Dresden Generating StationEvacuation Time EstimateK-78KLD Engineering, P.C.Rev. 0 Sauato FeUp Down Lan Shule Flo FlowStea atea Legt No of Wdh Wdh Rt Speed GriLik od Nd Roawa Nam Radwa Typ (f. Lae (f. (f. (pp ) (p) Nme706440494S CARBON HILL RDCOLLECTOR 10564I11017505030707 440 502 IL-113 COLLECTOR 5321 1 12 1 1750 60 30708 441 407 IL-113 COLLECTOR 16721 1 12 1 1750 60 29709 442 36 1-55 ON-RAMP FROM IL-113 FREEWAY RAMP 650 1 14 6 1700 45 31710 442 437 IL-113 COLLECTOR 3738 1 12 2 1750 50 31711 442 443 IL-113 COLLECTOR 1151 1 12 2 1700 50 31712 443 35 1-55 ON-RAMP FROM CR-13 FREEWAY RAMP 661 1 12 4 1700 50 31713 443 442 IL-113 COLLECTOR 1151 1 12 2 1750 50 31714 443 444 CR-13 COLLECTOR 448 1 12 2 1700 50 31715 444 443 CR-13 COLLECTOR 448 1 12 2 1700 50 31716 444 445 JOHNSON RD LOCAL ROADWAY 5199 1 10 0 1700 50 31717 444 506 IL-113 COLLECTOR 8982 1 12 1 1700 45 31718 445 446 E COAL CITY RD LOCAL ROADWAY 5389 1 10 0 1750 50 31719 446 447 COAL CITY RD LOCAL ROADWAY 2751 1 10 0 1700 50 31720 446 488 US-66 COLLECTOR 1398 1 11 0 1700 60 31721 446 1443 IL-129 COLLECTOR 5306 1 12 1 1750 60 31722 447 479 IL-53 COLLECTOR 3630 1 12 0 1700 60 31723 447 1409 IL-53 COLLECTOR 6059 1 12 1 1700 60 31724 447 1452 COAL CITY RD LOCAL ROADWAY 2255 1 10 0 1350 30 31725 448 475 IL-53 COLLECTOR 3370 1 12 1 1700 50 31726 448 480 IL-53 COLLECTOR 3508 1 12 1 1700 60 31727 449 450 IL-53 COLLECTOR 3676 1 12 1 1700 60 30728 450 451 IL-53 COLLECTOR 2097 1 12 1 1700 60 30Dresden Generating StationEvacuation Time EstimateK-79KLD Engineering, P.C.Rev. 0 730 452 453 IL-53 COLLECTOR 6786 1 21 1700 60 30731 453 454 11_-53 COLLECTOR 2400 1 12 1 1700 60 36732 454 455 IL-53 COLLECTOR 5676 1 12 1 1700 60 36733 455 456 IL-53 COLLECTOR 2505 1 12 1 1750 45 36734 456 457 IL-53 COLLECTOR 1230 1 12 1 1700 45 36735 456 463 CR-29 COLLECTOR 4574 1 12 0 1750 35 36736 457 458 IL-53 COLLECTOR 377 1 12 4 1700 50 36737 457 1425 S STORM RD LOCAL ROADWAY 4063 1 12 0 1700 55 36738 458 459 IL-53 COLLECTOR 2304 1 12 1 1700 45 36739 459 460 IL-53 COLLECTOR 1772 1 12 5 1700 45 36740 459 464 CR-20 COLLECTOR 3896 1 11 0 1700 55 36741 460 461 IL-53 COLLECTOR 365 1 12 8 1700 45 36742 461 462 IL-53 COLLECTOR 398 1 12 8 1700 50 36743 461 1005 US-66 COLLECTOR 305 1 12 8 1700 50 36744 462 463 IL-53 COLLECTOR 742 1 12 2 1750 50 36745 463 491 CR-29 COLLECTOR 739 1 12 8 1700 50 36746 464 888 CR-20 COLLECTOR 20763 1 11 0 1700 60 36747 465 466 CR-15 COLLECTOR 4937 1 12 0 1700 55 36748 465 467 CR-6 COLLECTOR 10597 1 11 0 1700 55 37749 465 1429 CR-31 COLLECTOR 10518 1 10 0 1700 50 37750 466 1427 CR-15 COLLECTOR 3912 1 12 0 1575 35 36751 467 468 CR-6 COLLECTOR 3103 1 11 0 1700 55 37K-80 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-80KLD Engineering, P.C.Rev. 0 752 468 469 CR-6 COLLECTOR 1714 1 10 1700 40 37753 469 470 CR-6 COLLECTOR 1050 1 12 0 1350 30 37754 470 1020 CR-6 COLLECTOR 9312 1 11 0 1700 60 37755 470 1430 CR-41 COLLECTOR 905 1 11 0 1700 40 37756 471 510 CR-28 COLLECTOR 5405 1 10 0 1700 60 31757 471 1455 CR-28 COLLECTOR 9066 1 10 0 1700 60 31758 472 1457 CR-41 COLLECTOR 4227 1 10 0 1700 60 37759 473 470 CR-41 COLLECTOR 1184 1 11 0 1700 40 37760 475 448 IL-53 COLLECTOR 3371 1 12 1 1700 50 31761 475 477 IL-53 COLLECTOR 2507 1 12 1 1750 40 31762 476 477 IL-113 COLLECTOR 349 1 12 0 1750 30 31763 476 486 US-66 COLLECTOR 2534 1 12 0 1700 40 31764 476 506 IL-113 COLLECTOR 4079 1 12 0 1575 35 31765 476 1442 US-66 COLLECTOR 2159 1 11 0 1700 50 31766 477 475 US-30 COLLECTOR 2506 1 12 1 1700 40 31767 477 476 US-30 COLLECTOR 349 1 12 0 1750 30 31768 477 478 US-30 COLLECTOR 1527 1 12 1 1700 40 31769 477 507 US-30 COLLECTOR 764 1 12 0 1575 35 31770 478 477 US-30 COLLECTOR 1527 1 12 1 1750 40 31771 478 479 US-30 COLLECTOR 7904 1 12 0 1700 60 31772 479 447 US-30 COLLECTOR 3630 1 12 0 1700 60 31773 479 478 US-30 COLLECTOR 7904 1 12 0 1700 60 31774 480 448 US-30 COLLECTOR 3509 1 12 1 1700 60 31Dresden Generating StationEvacuation Time EstimateK-81KLD Engineering, P.C.Rev. 0 775 480 449 US-30 COLLECTOR 3996 1 21 1700 5531776 481 452 US-30 COLLECTOR 260 1 11 2 1125 25 30777 482 483 US-66 COLLECTOR 3822 1 11 0 1700 55 31778 482 485 US-66 COLLECTOR 3710 1 11 0 1700 50 31779 483 484 US-66 COLLECTOR 3908 1 11 0 1700 55 30780 484 481 US-66 COLLECTOR 3616 1 11 0 1700 55 30781 485 482 US-66 COLLECTOR 3709 1 11 0 1700 50 31782 485 486 US-66 COLLECTOR 3151 1 11 0 1700 50 31783 486 476 US-66 COLLECTOR 2533 1 12 0 1750 40 31784 486 485 US-66 COLLECTOR 3150 1 11 0 1700 50 31785 486 500 US-30 COLLECTOR 677 1 12 0 1700 40 31786 487 488 US-66 COLLECTOR 2154 1 11 0 1700 60 31787 487 1440 US-66 COLLECTOR 1998 1 11 0 1750 60 31788 488 446 US-66 COLLECTOR 1399 1 11 0 1750 60 31789 488 487 US-66 COLLECTOR 2157 1 11 0 1700 60 31790 489 455 US-30 COLLECTOR 1211 1 11 0 1575 35 36791 489 490 US-66 COLLECTOR 2928 1 12 1 1700 55 36792 490 463 US-66 COLLECTOR 3342 1 12 1 1750 55 36793 491 492 US-30 COLLECTOR 788 1 12 8 1700 50 36794 492 42 1-55 ON-RAMP FROM CR-29 FREEWAY RAMP 977 1 14 6 1700 50 36795 492 493 US-30 COLLECTOR 9240 1 12 1 1700 60 36796 493 1431 US-30 COLLECTOR 876 1 12 1 1700 45 36797 494 440 US-30 COLLECTOR 10563 1 11 0 1750 50 30Dresden Generating StationEvacuation Time EstimateK-82KLD Engineering, P.C.Rev. 0 S. U. ~ g. .. ..Satrto Free7U8 -49 own0u- o COanCTO Shoulde Flo 0F100o5w 3799 494 1436 US-30 COLLECTOR 5194 1 10 1 1700 50 30800 495 1432 US-30 COLLECTOR 8614 1 10 1 1700 50 29801 496 497 US-30 COLLECTOR 7928 1 11 0 1700 50 30802 497 489 US-30 COLLECTOR 4084 1 11 0 1750 50 36803 498 38 1-55 ON-RAMP FROM REED RD FREEWAY RAMP 894 1 14 6 1700 50 31804 498 494 US-30 COLLECTOR 15390 1 12 4 1750 50 30805 498 499 US-30 COLLECTOR 838 1 12 6 1700 45 31806 499 37 1-55 ON-RAMP FROM REED RD FREEWAY RAMP 934 1 14 6 1700 50 31807 499 498 US-30 COLLECTOR 838 1 12 6 1700 45 31808 499 505 US-30 COLLECTOR 5062 1 12 0 1700 40 31809 500 486 US-30 COLLECTOR 618 1 12 0 1700 40 31810 500 505 US-30 COLLECTOR 1583 1 12 0 1700 40 31811 501 416 US-30 COLLECTOR 1828 1 12 2 1700 60 24812 501 503 US-30 LOCAL ROADWAY 13736 1 12 2 1700 60 24813 502 441 US-30 COLLECTOR 9799 1 12 1 1700 60 30814 502 503 US-30 LOCAL ROADWAY 7778 1 10 1 1700 55 30815 503 501 US-30 LOCAL ROADWAY 13736 1 12 2 1700 60 24816 503 502 US-30 LOCAL ROADWAY 7779 1 10 1 1750 55 30817 504 440 US-30 LOCAL ROADWAY 2461 1 12 0 1750 55 30818 505 499 US-30 COLLECTOR 5061 1 12 0 1700 40 31819 505 500 US-30 COLLECTOR 1583 1 12 0 1700 40 31820 505 506 US-30 LOCAL ROADWAY 1594 1 10 0 1350 30 31Dresden Generating StationEvacuation Time EstimateK-83 KLD Engineering, P.C.K-83KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flow.Strea Stea Lengt No o.f Wit Widt Rat Spe G ri821 506 444 US-30 COLLECTOR 8982 1 12 1 1700 45 31822 506 476 US-30 COLLECTOR 4079 1 12 0 1750 35 31823 506 505 US-30 LOCAL ROADWAY 1593 1 10 0 1350 30 31824 507 477 US-30 COLLECTOR 765 1 12 0 1750 35 31825 507 508 US-30 COLLECTOR 958 1 12 1 1575 35 31826 508 1453 US-30 COLLECTOR 849 1 12 1 1700 45 31827 509 511 US-30 COLLECTOR 3178 1 12 1 1700 50 31828 509 598 US-30 COLLECTOR 4663 1 12 1 1700 50 31829 510 471 US-30 COLLECTOR 5405 1 10 0 1700 60 31830 510 509 US-30 COLLECTOR 10559 1 12 1 1750 60 31831 511 512 US-30 COLLECTOR 1701 1 12 1 1700 60 31832 512 513 US-30 COLLECTOR 3445 1 12 1 1700 60 31833 513 514 US-30 COLLECTOR 2113 1 12 1 1700 60 32834 514 515 US-30 COLLECTOR 2639 1 12 1 1700 60 32835 515 1462 US-30 COLLECTOR 2337 1 12 1 1700 60 32836 516 517 US-30 COLLECTOR 7211 1 12 1 1700 60 32837 517 972 US-30 COLLECTOR 4965 1 12 1 1700 60 32838 518 1402 US-30 COLLECTOR 2854 1 12 1 1700 55 32839 519 518 US-30 COLLECTOR 8492 1 12 1 1700 60 32840 520 1401 US-30 COLLECTOR 1796 1 12 1 1700 55 32841 521 985 US-30 COLLECTOR 1586 1 12 1 1700 55 32842 522 521 US-30 COLLECTOR 1899 1 12 1 1700 55 32843 523 522 US-30 COLLECTOR 3268 1 12 1 1700 55 32Dresden Generating StationEvacuation Time EstimateK-84KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flo FlowStea Stea Legt No ofWdh Wdh Rae Sed Gi844 523 524 US-30 COLLECTOR 1104 1 12 1 1700 55 32845 524 523 US-30 COLLECTOR 1104 1 12 1 1700 55 32846 524 525 US-30 COLLECTOR 2635 1 12 1 1700 55 32847 525 524 US-30 COLLECTOR 2635 1 12 1 1700 55 32848 525 526 US-30 COLLECTOR 2097 1 12 1 1700 55 32849 526 525 US-30 COLLECTOR 2115 1 12 1 1700 55 32850 526 527 US-30 COLLECTOR 3966 1 12 1 1700 55 32851 527 526 US-30 COLLECTOR 3966 1 12 1 1700 55 32852 527 528 US-30 COLLECTOR 3841 1 12 1 1700 50 31853 528 527 US-30 COLLECTOR 3843 1 12 1 1700 50 31854 528 529 US-30 COLLECTOR 2459 1 12 1 1750 35 31855 529 528 US-30 COLLECTOR 2460 1 12 1 1575 35 31856 529 530 US-30 COLLECTOR 3895 1 14 0 1750 35 31857 530 529 US-30 COLLECTOR 3896 1 14 0 1750 35 31858 530 531 US-30 COLLECTOR 720 1 14 0 1700 35 31859 531 530 US-30 COLLECTOR 720 1 14 0 1750 35 31860 531 1395 US-30 COLLECTOR 1902 1 14 0 1575 35 31861 531 1396 US-30 COLLECTOR 353 1 12 0 1350 30 31862 532 530 US-30 COLLECTOR 2213 1 12 0 1750 40 31863 532 533 US-30 COLLECTOR 1293 1 12 0 1575 35 31864 533 532 US-30 COLLECTOR 1293 1 12 0 1750 35 31865 533 1408 US-30 COLLECTOR 2379 1 12 2 1700 50 31866 533 1445 US-30 COLLECTOR 439 1 12 1 1700 40 31Dresden Generating StationEvacuation Time EstimateK-85KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo FlowStrea Stea Lengt No Sof Widt Wit Rat Spe Gri867534581-80 ON-RAMP FROM CR-11FREEWAY RAMP673114417004518868 534 718 US-30 MINOR ARTERIAL 717 2 12 1 1750 50 18869 535 536 US-30 LOCAL ROADWAY 2494 1 10 0 1575 35 24870 535 1237 US-30 COLLECTOR 3301 1 10 0 1750 45 24871 536 537 US-30 LOCAL ROADWAY 1322 1 10 0 1575 35 24872 537 538 US-30 LOCAL ROADWAY 2220 1 10 0 1575 35 24873 538 539 US-30 LOCAL ROADWAY 1660 1 11 0 1700 40 24874 539 540 US-30 LOCAL ROADWAY 2859 1 11 0 1700 45 24875 540 1238 US-30 LOCAL ROADWAY 1493 1 11 0 1700 45 24876 541 1240 US-30 LOCAL ROADWAY 2482 1 11 0 1700 40 24877 542 543 US-30 COLLECTOR 3387 1 11 0 1700 45 24878 543 544 US-30 COLLECTOR 3570 1 11 0 1700 45 24879 544 545 US-30 COLLECTOR 2796 1 11 0 1700 45 24880 545 546 US-30 COLLECTOR 3416 1 11 0 1700 45 24881 546 547 US-30 COLLECTOR 4988 1 11 0 1700 45 24882 547 548 US-30 COLLECTOR 404 1 11 0 1700 25 24883 548 549 US-30 COLLECTOR 2348 1 11 0 1700 45 24884 549 550 US-30 COLLECTOR 405 1 11 0 1350 30 24885 550 551 US-30 COLLECTOR 1778 1 11 0 1575 35 24886 551 552 US-30 COLLECTOR 662 1 14 0 1575 35 24887 552 553 US-30 COLLECTOR 4497 1 14 0 1575 35 23888 552 644 US-30 COLLECTOR 1429 1 12 0 1700 50 24889 552 645 US-30 COLLECTOR 2072 1 12 4 1700 40 24K-86 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-86KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FlowStea Stea Legt No of* Wit itae Sed Gi890 553 554 US-30 COLLECTOR 613 1 12 0 1575 35 23891 553 1242 US-30 COLLECTOR 719 1 14 0 1575 35 23892 554 400 US-30 COLLECTOR 160 1 12 1 1750 35 23893 555 380 US-30 LOCAL ROADWAY 3335 1 12 0 1700 50 24894 555 644 US-30 LOCAL ROADWAY 6755 1 12 0 1700 45 24895 556 555 US-30 COLLECTOR 11240 1 12 4 1700 50 24896 557 558 US-30 MINOR ARTERIAL 6225 2 12 4 1900 60 26897 557 584 US-30 LOCAL ROADWAY 10634 1 10 1 1750 60 26898 557 599 US-30 MINOR ARTERIAL 2051 2 12 4 1750 55 26899 558 557 US-30 MINOR ARTERIAL 6225 2 12 4 1750 60 26900 558 559 US-30 MINOR ARTERIAL 5767 2 12 4 1900 60 25901 559 558 US-30 MINOR ARTERIAL 5759 2 12 4 1900 60 25902 559 560 US-30 MINOR ARTERIAL 10490 2 12 4 1900 60 25903 560 559 US-30 MINOR ARTERIAL 10491 2 12 4 1900 60 25904 560 1392 US-30 MINOR ARTERIAL 952 2 12 4 1900 55 25905 561 562 US-30 COLLECTOR 2600 1 12 3 1750 50 25906 561 1392 US-30 COLLECTOR 1710 1 12 4 1700 55 25907 562 561 US-30 COLLECTOR 2600 1 12 3 1750 50 25908 562 563 US-30 COLLECTOR 2449 1 12 3 1700 50 25909 562 592 US-30 COLLECTOR 15457 1 12 1 1700 55 26910 563 562 US-30 COLLECTOR 2449 1 12 3 1750 50 25911 563 1394 US-30 COLLECTOR 885 1 12 3 1575 35 25912 564 561 US-30 COLLECTOR 2490 1 12 10 1750 50 25Dresden Generating StationEvacuation Time EstimateK-87 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo FloStem SramLnt o S f Wit Wit Rat Speed GriLink #* Nod Node Roda Nam Roda Typ (f. Lae (f.Sf. p ) (p) Nme913565564US-30COLLECTOR 17711121017005025914 565 566 US-30 COLLECTOR 1476 1 12 0 1575 35 25915 565 591 US-30 COLLECTOR 1177 1 12 10 1700 50 25916 566 565 US-30 COLLECTOR 1475 1 12 0 1575 35 25917 566 1399 US-30 COLLECTOR 2042 1 12 0 1575 35 25918 567 1397 US-30 COLLECTOR 956 1 12 0 1350 35 31919 567 1399 US-30 COLLECTOR 2662 1 12 0 1575 35 25920 568 569 US-30 MINOR ARTERIAL 6257 2 12 4 1900 60 26921 569 570 US-30 MINOR ARTERIAL 5297 2 12 4 1750 60 20922 570 571 US-30 MINOR ARTERIAL 7913 2 12 4 1900 60 20923 570 868 US-30 COLLECTOR 10622 1 12 0 1700 55 20924 571 879 US-30 MINOR ARTERIAL 5347 2 12 4 1900 60 20925 573 1344 US-30 MINOR ARTERIAL 845 2 12 6 1750 50 19926 573 1360 US-30 MINOR ARTERIAL 2303 2 12 6 1900 50 19927 574 575 US-30 MINOR ARTERIAL 1170 2 12 8 1900 50 19928 574 1384 US-30 MINOR ARTERIAL 7520 2 12 8 1900 50 19929 575 576 US-30 COLLECTOR 8063 1 11 1 1700 50 20930 576 577 US-30 COLLECTOR 1926 1 11 1 1750 50 20931 577 806 US-30 LOCAL ROADWAY 7860 1 10 0 1700 50 20932 577 1363 US-30 COLLECTOR 3671 1 12 0 1700 50 20933 578 574 US-30 MINOR ARTERIAL 5307 2 12 8 1750 55 19934 579 1388 US-30 COLLECTOR 2280 1 12 1 1700 50 25935 579 1389 US-30 COLLECTOR 3978 1 12 8 1700 50 25Dresden Generating StationEvacuation Time EstimateK-88KLD Engineering, P.C.Rev. 0 936 580 578 US-30 LOCAL ROADWAY 6012 1 21 1700 50 25937 580 581 US-30 LOCAL ROADWAY 1309 11 1700 50 26938 580 582 US-30 LOCAL ROADWAY 1416 1 12 1 1700 45 26939 582 583 US-30 LOCAL ROADWAY 1074 1 12 0 1575 35 26940 583 1385 US-30 LOCAL ROADWAY 1172 1 12 0 1575 35 26941 584 585 US-30 LOCAL ROADWAY 10601 1 10 1 1700 60 26942 585 873 US-30 LOCAL ROADWAY 10571 1 10 1 1700 55 26943 585 1376 US-30 LOCAL ROADWAY 7887 1 9 0 1700 50 26944 586 587 US-30 COLLECTOR 1029 1 12 8 1700 50 25945 586 915 US-30 COLLECTOR 764 1 12 6 1700 50 25946 586 917 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 426 1 14 6 1700 45 25947 587 586 US-30 COLLECTOR 1034 1 12 8 1700 50 25948 587 588 US-30 COLLECTOR 3786 1 12 10 1700 55 25949 587 986 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 1096 1 14 6 1700 45 25950 588 587 US-30 COLLECTOR 3786 1 12 10 1700 55 25951 588 589 US-30 COLLECTOR 3990 1 12 10 1700 55 25952 589 588 US-30 COLLECTOR 3975 1 12 10 1700 55 25953 589 590 US-30 COLLECTOR 3145 1 12 10 1700 55 25954 590 589 US-30 COLLECTOR 3145 1 12 10 1700 55 25955 590 591 US-30 COLLECTOR 3760 1 12 10 1700 50 25956 591 565 US-30 COLLECTOR 1175 1 12 10 1700 50 25957 591 590 US-30 COLLECTOR 3760 1 12 10 1700 50 25958 592 593 US-30 COLLECTOR 518 1 12 1 1750 55 26K-89 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-89KLD Engineering, P.C.Rev. 0 959 593 594 US-30 COLLECTOR 21186 1 21 1700 55 26960 594 595 US-30 COLLECTOR 10686 21 700 55 27961 595 886 US-30 COLLECTOR 7533 1 12 1 1700 55 27962 596 597 US-30 COLLECTOR 3381 1 12 2 1700 60 31963 596 1408 US-30 COLLECTOR 2942 1 12 2 1700 60 31964 597 596 US-30 COLLECTOR 3180 1 12 2 1700 60 31965 597 598 US-30 COLLECTOR 3210 1 12 2 1700 60 31966 598 509 US-30 COLLECTOR 4663 1 12 1 1750 50 31967 598 597 US-30 COLLECTOR 3211 1 12 2 1700 60 31968 599 1387 US-30 MINOR ARTERIAL 2231 2 12 4 1900 55 26969 600 599 US-30 COLLECTOR 1827 1 12 1 1750 50 26970 603 604 US-30 COLLECTOR 363 1 12 1 1700 50 25971 604 1335 US-30 COLLECTOR 6058 1 12 2 1700 60 251-55 NB ON-RAMP FROM972 605 1347 ARSENA RD FREA 887 1 15 6 1700 45 25ARSENAL RD FREEWAY RAMP973 605 1358 US-30 MINOR ARTERIAL 1507 2 12 0 1900 60 25974 606 1344 US-30 MINOR ARTERIAL 1472 2 12 2 1750 55 19975 606 1359 US-30 COLLECTOR 800 1 12 2 1700 55 25976 607 608 US-30 COLLECTOR 3305 1 12 4 1700 50 25977 607 1346 US-30 COLLECTOR 944 1 12 4 1700 50 19978 608 607 US-30 COLLECTOR 3305 1 12 4 1700 50 25979 608 1342 US-30 COLLECTOR 932 1 12 4 1700 50 25980 609 610 US-30 COLLECTOR 395 1 12 1 1700 50 25K-90 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-90KLD Engineering, P.C.Rev. 0 Sauato Fre198 p61 603n Lane CSLLECTeR 741w 1F2o100 50 2982 611 610 US-30 LOCAL ROADWAY 1748 1 11 0 1700 50 25983 612 611 US-30 LOCAL ROADWAY 2118 1 11 0 1700 50 25984 612 916 US-30 COLLECTOR 1903 1 12 0 1700 50 25985 613 612 US-30 LOCAL ROADWAY 10862 1 11 0 1700 50 25986 614 613 US-30 LOCAL ROADWAY 698 1 11 0 1700 50 24987 614 1448 US-30 LOCAL ROADWAY 3053 1 11 0 1700 45 24988 615 603 US-30 COLLECTOR 1590 1 12 0 1700 50 25989 616 400 US-30 MINOR ARTERIAL 2216 2 12 1 1750 35 23990 616 617 US-30 MINOR ARTERIAL 1679 2 12 0 1750 35 23991 616 1261 US-30 COLLECTOR 587 1 12 1 1350 30 23992 617 616 US-30 MINOR ARTERIAL 1679 2 12 0 1750 35 23993 617 618 US-30 MINOR ARTERIAL 686 2 12 0 1750 45 23994 617 1271 US-6 COLLECTOR 406 1 12 1 1750 35 23995 618 383 US-30 MINOR ARTERIAL 2754 2 12 1 1750 50 23996 618 617 US-30 MINOR ARTERIAL 686 2 12 0 1750 45 23997 619 620 US-6 COLLECTOR 203 1 12 1 1750 35 23998 619 1271 US-6 COLLECTOR 1409 1 12 1 1575 35 23999 620 621 US-6 COLLECTOR 766 1 12 1 1750 35 231000 620 1274 US-30 COLLECTOR 1240 1 12 4 1575 35 231001 621 620 US-6 COLLECTOR 766 1 12 1 1750 35 231002 621 622 US-6 COLLECTOR 3161 1 12 2 1750 45 231003 622 623 US-6 COLLECTOR 1337 1 12 4 1750 50 23K-9 1 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-9 1KLD Engineering, P.C.Rev. 0 U -D w- Lan Shule Slo Flo1004623648US-6COLLECTOR 85891126175055221005 624 625 US-30 COLLECTOR 320 1 12 1 1750 30 231006 624 1255 US-30 COLLECTOR 659 1 12 1 1350 30 231007 625 626 US-30 COLLECTOR 338 1 12 1 1750 30 231008 625 1256 US-30 COLLECTOR 653 1 12 1 1350 30 231009 626 627 US-30 LOCAL ROADWAY 651 1 12 1 1350 30 231010 627 628 US-30 COLLECTOR 3551 1 12 5 1575 35 231011 627 637 US-30 COLLECTOR 338 1 12 1 1350 30 231012 628 1265 US-30 COLLECTOR 1306 1 12 4 1575 35 231013 629 630 US-30 COLLECTOR 6891 1 12 4 1700 45 221014 630 1266 US-30 COLLECTOR 1389 1 12 4 1750 45 291015 631 632 US-30 COLLECTOR 2440 1 12 1 1700 45 221016 632 896 US-30 COLLECTOR 3814 1 12 1 1700 45 221017 633 626 US-30 COLLECTOR 329 1 12 1 1750 30 231018 633 637 US-30 LOCAL ROADWAY 649 1 12 1 1350 30 231019 634 633 US-30 COLLECTOR 316 1 12 1 1750 30 231020 634 1258 US-30 COLLECTOR 634 1 12 1 1350 30 231021 635 634 US-30 COLLECTOR 338 1 12 1 1750 30 231022 635 639 US-30 COLLECTOR 635 1 12 1 1350 30 231023 636 635 US-30 COLLECTOR 337 1 12 1 1750 30 231024 636 1262 US-30 COLLECTOR 643 1 12 1 1350 30 231025 637 1258 US-30 COLLECTOR 317 1 12 1 1350 30 231026 638 402 US-30 MINOR ARTERIAL 317 2 12 1 1750 35 23K-92 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-92KLD Engineering, P.C.Rev. 0 Up Don Lane 8- Shoude Flw FoStem Sra Lengt No of Widt Wit Rat Spe Grid1027 638 625 US-30 COLLECTOR 606 1 12 1 1750 30 231028 638 1259 US-30 MINOR ARTERIAL 335 2 12 1 1900 35 231029 639 1262 US-30 COLLECTOR 344 1 12 1 1350 30 231030 640 641 US-30 COLLECTOR 373 1 12 3 1575 35 231031 641 642 US-30 COLLECTOR 888 1 12 3 1575 35 231032 642 643 US-30 COLLECTOR 725 1 12 3 1575 35 231033 643 619 US-30 COLLECTOR 1101 1 12 3 1750 35 231034 644 552 US-30 COLLECTOR 1429 1 12 0 1700 50 241035 644 555 US-30 LOCAL ROADWAY 6755 1 12 0 1700 45 241036 645 646 US-30 COLLECTOR 1453 1 12 1 1700 40 231037 645 1249 US-30 COLLECTOR 876 1 12 1 1350 30 231038 646 1257 US-30 COLLECTOR 451 1 12 1 1350 30 231039 647 398 US-30 COLLECTOR 2802 1 12 4 1750 45 231040 648 891 US-6 COLLECTOR 10603 1 12 4 1700 50 221041 648 1281 US-30 COLLECTOR 5286 1 12 2 1700 50 221042 649 375 US-30 COLLECTOR 4633 1 10 0 1750 50 171043 650 679 US-30 COLLECTOR 3886 1 10 0 1750 50 171044 651 652 US-30 COLLECTOR 2017 1 11 0 1700 40 241045 652 656 US-30 COLLECTOR 771 1 11 0 1700 40 241046 653 654 US-30 COLLECTOR 1265 1 11 0 1700 45 241047 654 655 US-30 COLLECTOR 1252 1 11 0 1700 45 241048 655 373 US-30 COLLECTOR 3201 1 11 0 1700 45 241049 656 653 US-30 COLLECTOR 550 1 11 0 1700 40 24K-93 KID Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-93KLD Engineering, P.C.Rev. 0 Up Dow- Lane Shudr Flw FoStea Strea Lengt No of Wdh Wdh Rae Sed GiLink # Nod Nod Roda NaeRawyTp

f. ae f. f. pp ) (p) Nme1050657658TABLER RDCOLLECTOR 11331110170040181051 658 659 TABLER RD COLLECTOR 1076 1 11 0 1700 50 181052 659 660 TABLER RD COLLECTOR 2112 1 11 0 1700 50 181053 660 661 TABLER RD COLLECTOR 2501 1 11 0 1700 50 181054 661 662 TABLER RD COLLECTOR 2830 1 11 0 1700 50 181055 662 663 TABLER RD COLLECTOR 1097 1 11 0 1700 50 181056 663 664 CR-3 COLLECTOR 5863 1 12 0 1700 50 181057 664 686 CR-3 COLLECTOR 1403 1 12 0 1700 50 181058 664 719 0 BRIEN RD COLLECTOR 5261 1 11 0 1700 50 181059 665 1209 CR-3 MINOR ARTERIAL 5307 2 12 0 1750 50 181060 665 1531 CR-11 MINOR ARTERIAL 778 2 12 1 1750 50 181061 666 1224 MCEVILLY RD COLLECTOR 2628 1 12 1 1700 40 181062 666 1227 MCEVILY RD COLLECTOR 1972 1 12 1 1700 50 181063 667 665 CR-5 MINOR ARTERIAL 2574 1 12 1 1750 35 181064 667 1224 MCEVILLY RD COLLECTOR 2655 1 12 1 1700 40 181065 668 669 MINOOKA RD COLLECTOR 1308 1 12 1 1700 40 191066 668 1227 MCEVILY RD COLLECTOR 2030 1 12 1 1700 50 191067 669 668 MINOOKA RD COLLECTOR 1300 1 12 1 1700 40 191068 669 670 S FORD RD COLLECTOR 3787 1 12 1 1700 45 191069 670 669 S FORD RD COLLECTOR 3787 1 12 1 1700 45 191070 670 671 W KNAPP ST COLLECTOR 1196 1 12 0 1700 40 191071 671 670 W KNAPP ST COLLECTOR 1193 1 12 0 1575 40 191072 671 672 W KNAPP ST COLLECTOR 964 1 12 0 1575 35 19Dresden Generating StationEvacuation Time EstimateK-94KLD Engineering, P.C.Rev. 0 Up- Do n Lan Shule Flo FloStea Stea Legt No of Wdh-it-Rtped GiLink #S Node Nod Roda Nam Roda Typ (f. ae f. p ) (p) Nme1073672354S TRYON STCOLLECTOR 8311121175040191074 672 671 W KNAPP ST COLLECTOR 968 1 12 0 1575 35 191075 673 352 MCKINLEY WOODS RD COLLECTOR 9986 1 12 0 1750 50 251076 674 675 CR-77 COLLECTOR 5375 1 12 2 1700 50 191077 675 676 CR-77 COLLECTOR 1332 1 12 2 1700 50 191078 676 23 1-55 ON-RAMP FROM CR-77 FREEWAY RAMP 891 1 14 6 1700 45 191079 676 905 CR-77 COLLECTOR 293 1 12 2 1700 45 191080 677 356 STEVE RITTOF DR COLLECTOR 875 1 12 4 1750 50 191081 678 356 ROBERTS AVE COLLECTOR 793 1 12 4 1750 50 191082 679 680 MINOOKA RD COLLECTOR 10651 1 12 4 1700 50 171083 680 681 MINOOKA RD COLLECTOR 5327 1 11 0 1700 55 171084 680 1294 ASHLEY RD LOCAL ROADWAY 5302 1 10 0 1750 50 171085 681 682 MINOOKA RD COLLECTOR 5372 1 11 0 1700 55 171086 681 689 IL-47 COLLECTOR 9792 1 12 2 1700 60 171087 682 683 MINOOKA RD COLLECTOR 10526 1 11 0 1750 55 171088 683 1286 CR-27 COLLECTOR 686 1 12 2 1700 40 161089 685 687 MINOOKA RD COLLECTOR 3995 1 12 0 1700 50 181090 686 685 MINOOKA RD COLLECTOR 2639 1 12 0 1700 45 181091 687 679 MINOOKA RD COLLECTOR 4537 1 12 4 1750 50 181092 687 1208 CR-2 COLLECTOR 5478 1 10 0 1750 50 181093 688 1285 CR-27 COLLECTOR 12755 1 12 4 1700 50 171094 689 1172 IL-47 COLLECTOR 1367 1 12 2 1700 55 171095 690 105 IL-47 COLLECTOR 9601 1 12 2 1750 60 17Dresden Generating StationEvacuation Time EstimateK-95KLD Engineering, P.C.Rev. 0 1097 692 1517 CR-8 COLLECTOR 5023 0 1700 41098 693 692 CR-8 COLLECTOR 728 1 12 0 1575 35 41099 694 693 CR-8 COLLECTOR 498 1 12 0 1575 35 41100 694 1185 CHICAGO RD LOCAL ROADWAY 575 1 8 0 1700 45 41101 695 1186 CR-8 COLLECTOR 3542 1 12 1 1700 60 51102 696 695 CR-8 COLLECTOR 1429 1 12 1 1700 50 51103 696 697 US-30 COLLECTOR 7912 1 11 0 1700 55 51104 697 700 US-30 COLLECTOR 22247 1 12 2 1700 55 41105 697 709 US-30 COLLECTOR 15811 1 11 2 1700 55 51106 698 699 US-30 COLLECTOR 608 1 11 2 1700 45 51107 699 696 US-30 COLLECTOR 7347 1 11 2 1700 55 51108 700 701 US-30 COLLECTOR 13227 1 12 2 1700 60 41109 701 702 US-30 COLLECTOR 6212 1 12 2 1700 55 41110 702 703 US-30 COLLECTOR 2843 1 12 2 1750 50 41111 703 705 US-30 COLLECTOR 1061 1 12 3 1750 50 11112 703 1475 US-30 COLLECTOR 1159 1 12 10 1700 50 11113 703 1476 US-30 COLLECTOR 1260 1 12 5 1700 50 11114 704 711 US-30 COLLECTOR 4820 1 12 1 1700 60 11115 704 1465 US-30 COLLECTOR 2946 1 12 1 1700 60 11116 704 1466 US-30 COLLECTOR 5142 1 12 2 1700 55 11117 705 706 US-30 COLLECTOR 3939 1 12 3 1700 50 11118 706 707 US-30 COLLECTOR 636 1 12 3 1750 50 1K-96 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-96KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FlowStrea Strea Lengt No. of Widt Widt Rae Spe GiLink #S Nod Node Roda Nam Soda Typ (f. ae6f. f. p )(p)Nme1119707708US-30COLLECTOR 1601112117504011120 708 1467 US-30 COLLECTOR 853 1 12 1 1750 35 11121 709 712 US-30 COLLECTOR 1654 1 12 2 1700 55 51122 712 713 US-30 COLLECTOR 3062 1 12 2 1700 55 41123 713 714 US-30 COLLECTOR 2943 1 12 2 1700 55 41124 714 715 US-30 COLLECTOR 3400 1 12 2 1700 55 41125 715 716 US-30 COLLECTOR 5379 1 12 2 1700 55 41126 716 717 US-30 COLLECTOR 3472 1 12 2 1700 55 11127 717 704 US-30 COLLECTOR 1658 1 12 2 1750 55 11128 718 59 1-80 ON-RAMP FROM CR-11 FREEWAY RAMP 665 1 14 4 1700 45 181129 718 1168 US-30 MINOR ARTERIAL 1072 2 12 4 1750 50 181130 719 103 US-30 COLLECTOR 15960 1 10 0 1700 50 181131 720 102 US-30 COLLECTOR 15961 1 12 2 1700 60 181132 720 719 US-30 LOCAL ROADWAY 15866 1 11 0 1700 50 181133 720 1225 US-30 LOCAL ROADWAY 2630 1 11 0 1700 55 181134 721 722 US-30 LOCAL ROADWAY 10024 1 10 0 1700 45 191135 721 964 US-30 COLLECTOR 7940 1 12 4 1700 50 181136 722 723 US-30 LOCAL ROADWAY 7897 1 10 0 1700 45 191137 723 724 US-30 COLLECTOR 5312 1 12 4 1700 45 191138 724 116 US-30 COLLECTOR 5326 1 12 4 1750 45 191139 724 1193 US-30 COLLECTOR 2341 1 12 3 1700 40 191140 725 726 US-30 MINOR ARTERIAL 5111 2 12 1 1750 50 51141 725 1177 US-30 MINOR ARTERIAL 1547 2 12 0 1900 45 5K-97 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-97KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl)

(mph) NumberI1142726742US-30COLLECTOR 10561112217005551143 726 1174 US-30 MINOR ARTERIAL 2832 1 1900 55 51144 726 1175 US-30 MINOR ARTERIAL 2598 2 12 7 1900 50 51145 727 728 US-30 MINOR ARTERIAL 7195 2 12 4 1750 45 101146 727 735 US-30 MINOR ARTERIAL 5308 2 12 2 1750 50 51147 727 1177 US-30 MINOR ARTERIAL 3868 2 12 0 1900 45 51148 728 734 US-30 MINOR ARTERIAL 2635 2 12 4 1750 45 101149 728 1135 US-30 MINOR ARTERIAL 2540 2 12 4 1900 40 101150 729 727 US-30 COLLECTOR 5313 2 12 4 1900 50 51151 729 730 US-30 COLLECTOR 9908 1 12 4 1750 40 101152 730 734 US-30 COLLECTOR 5401 1 12 4 1750 45 101153 730 1155 US-30 COLLECTOR 4437 2 12 4 1750 40 101154 731 1142 US-30 MINOR ARTERIAL 1717 2 12 0 1750 45 101155 731 1157 US-30 COLLECTOR 379 2 12 4 1750 40 101156 732 782 US-30 COLLECTOR 3629 2 12 4 1750 40 111157 732 1139 US-30 COLLECTOR 2661 1 12 4 1700 40 101158 733 1133 US-30 MINOR ARTERIAL 3700 2 12 0 1750 45 101159 733 1138 US-30 COLLECTOR 2605 1 12 4 1750 50 101160 734 1154 US-30 MINOR ARTERIAL 3675 2 12 4 1750 45 101161 735 740 COUNTY LINE RD COLLECTOR 5401 1 12 2 1700 50 51162 735 1175 CR-23 COLLECTOR 2790 1 12 10 1700 50 51163 735 1519 CR-23 COLLECTOR 4501 1 12 0 1750 50 51164 736 747 DRAUDEN RD COLLECTOR 6463 1 12 3 1700 45 6K-98 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-98KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FlowStrea Strea Lengt No. of Wit WitRt Sped Gi1165 736 1161 CATON FARM RD MINOR ARTERIAL 6226 2 12 0 1750 45 101166 737 739 CATON FARM RD MINOR ARTERIAL 1980 2 12 0 1750 45 101167 737 1130 IL-59 MINOR ARTERIAL 7873 2 12 0 1750 45 61168 738 739 BRONK RD COLLECTOR 1410 1 12 4 1750 40 101169 739 785 CATON FARM RD MINOR ARTERIAL 2623 2 12 0 1750 45 111170 740 743 S INDIAN BOUNDARY RD COLLECTOR 6587 1 12 4 1700 50 51171 740 745 COUNTY LINE RD COLLECTOR 5278 1 12 2 1700 55 51172 741 746 IL-126 COLLECTOR 5354 1 12 3 1700 60 51173 741 759 IL-126 COLLECTOR 10513 1 12 3 1700 60 51174 742 697 CR-23 COLLECTOR 10626 1 12 2 1700 55 51175 743 1162 CR-36 COLLECTOR 1084 1 12 4 1700 45 61176 744 743 CR-36 COLLECTOR 3924 1 12 4 1700 45 51177 745 744 CR-36 COLLECTOR 625 1 12 4 1700 45 51178 745 746 COUNTY LINE RD COLLECTOR 5151 1 10 0 1700 50 51179 746 741 IL-126 COLLECTOR 5354 1 12 3 1700 60 51180 746 752 IL-126 COLLECTOR 4580 1 12 4 1750 50 51181 747 748 DRAUDEN RD COLLECTOR 1720 1 12 3 1700 45 61182 748 749 DRAUDEN RD COLLECTOR 1316 1 12 3 1700 45 61183 749 750 DRAUDEN RD COLLECTOR 1557 1 12 3 1700 45 61184 750 1163 DRAUDEN RD COLLECTOR 151 1 12 4 675 15 61185 751 752 DRAUDEN RD COLLECTOR 3231 1 12 3 1750 45 61186 752 762 IL-126 COLLECTOR 5432 1 12 4 1750 45 61187 753 754 CR-36 COLLECTOR 5274 1 12 4 1750 45 6Dresden Generating Station K-99 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato FeUp Down Lan Shule Flo FlowSram Stram Length_____________________

No. of a it Wit Ratel Sped GiLiks Nd Noe- Radwa Nam Radwa Typ (ft. Lae (f. (f. (p ) (p) Nme1188754337CR-36COLLECTOR 3694112417504561189 754 1111 IL-59 MINOR ARTERIAL 1277 2 12 0 1750 35 61190 755 1494 CR-36 COLLECTOR 6122 1 12 1 1700 50 81191 756 755 CR-36 COLLECTOR 3392 1 12 4 1700 50 81192 756 1105 WEBER RD MINOR ARTERIAL 2919 2 12 4 1425 35 81193 757 1106 CR-36 COLLECTOR 2202 1 12 4 1750 50 71194 758 1108 CR-36 COLLECTOR 2933 1 12 4 1750 50 71195 759 760 IL-126 COLLECTOR 4934 1 12 3 1700 60 51196 760 1176 IL-126 COLLECTOR 3705 1 12 3 1700 60 51197 761 709 IL-126 COLLECTOR 1170 1 12 2 1700 55 51198 762 763 IL-126 COLLECTOR 1523 1 12 4 1750 25 61199 762 765 WALLIN DR COLLECTOR 5202 1 12 4 1750 50 61200 763 902 IL-126 COLLECTOR 1699 1 12 4 1125 25 61201 763 1118 VAN DYKE RD COLLECTOR 2255 1 12 4 1700 45 61202 764 762 WALLIN DR LOCAL ROADWAY 1060 1 12 4 1750 50 61203 765 766 US-30 COLLECTOR 1855 1 12 4 1275 50 21204 765 1116 US-30 COLLECTOR 2639 1 12 4 1750 40 21205 767 763 VAN DYKE RD LOCAL ROADWAY 883 1 12 4 1750 45 61206 768 291 VIMY RIDGE DR LOCAL ROADWAY 1090 1 12 4 1750 35 111207 769 290 FIDAY RD LOCAL ROADWAY 3512 1 12 4 1750 35 111208 770 289 THOMAS HICKEY DR LOCAL ROADWAY 1512 1 12 4 1750 35 111209 771 288 THEODORE ST COLLECTOR 3862 1 12 0 1750 40 111210 772 147 HENDERSON ST COLLECTOR 925 1 12 4 1750 35 14Dresden Generating StationEvacuation Time EstimateK-100 KLD Engineering, P.C.K-1O00KLD Engineering, P.C.Rev. 0 1211 773 777 US-6 COLLECTOR 1331 1 24 1700 40141212 774 1549 US-6 COLLECTOR 6270 1 12 4 1700 45 141213 775 776 US-6 MINOR ARTERIAL 2352 2 12 8 1750 45 151214 776 918 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 596 1 12 4 1700 45 151215 776 1541 US-6 MINOR ARTERIAL 1257 2 12 8 1750 55 151216 777 774 US-6 COLLECTOR 3388 1 12 4 1700 40 141217 778 301 MALL LOOP DR LOCAL ROADWAY 1594 1 12 4 1700 40 71218779318THEODORE STCOLLECTOR 44092120175040111219 779 329 GAYLORD RD COLLECTOR 5321 1 12 4 1750 45 111220 780 779 CEADARWOOD AVE COLLECTOR 941 1 12 4 1750 35 111221 781 273 BLACK RD COLLECTOR 2187 2 12 0 1750 40 111222 781 274 GAEL DR COLLECTOR 2607 1 12 4 1700 40 111223 782 286 BLACK RD COLLECTOR 4209 2 12 4 1750 40 111224 783 122 S FRONTAGE RD COLLECTOR 1087 1 12 4 1750 40 111225 784 782 FRONTAGE RD COLLECTOR 358 1 12 4 1750 40 111226 785 292 CATON FARM RD MINOR ARTERIAL 6042 2 12 0 1750 45 111227 786 785 FRONTAGE RD LOCAL ROADWAY 290 1 12 4 1750 40 111228 787 240 WOODRUFF RD COLLECTOR 1204 1 12 4 1750 40 141229 789 790 US-6 COLLECTOR 161 1 12 4 1750 40 131230 790 791 US-6 COLLECTOR 218 1 12 4 1350 30 131231 790 792 IL-53 COLLECTOR 591 2 12 4 1900 30 131232 790 1048 IL-53 COLLECTOR 2320 2 12 4 1900 30 131233 791 815 US-6 COLLECTOR 481 1 12 4 1350 30 13Dresden Generating StationEvacuation Time EstimateK-1O1KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FloStea Stea Legt No. of Wit Width Rae Sed Gi1234 792 790 IL-53 COLLECTOR 591 2 12 4 1750 30 131235 792 793 IL-53 COLLECTOR 529 2 12 4 1900 30 201236 792 814 5TH AVE LOCAL ROADWAY 663 1 12 4 1575 35 131237 793 792 IL-53 COLLECTOR 528 2 12 4 1900 30 201238 793 928 IL-53 COLLECTOR 309 2 12 4 1750 30 201239 794 929 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 254 1 12 4 1700 45 201240 794 1513 IL-53 MAJOR ARTERIAL 187 3 12 4 1900 30 201241795930IL-53MINOR ARTERIAL4872124190040201242 796 795 IL-53 MINOR ARTERIAL 1314 2 12 4 1750 40 201243 796 816 US-52 MINOR ARTERIAL 598 2 12 4 1900 40 201244 797 796 IL-53 MINOR ARTERIAL 1137 2 12 4 1750 40 201245 797 817 CR-51 COLLECTOR 1549 1 12 1 1575 35 201246 798 795 PATTERSON ST COLLECTOR 183 1 12 4 1750 40 201247 799 798 PATTERSON ST COLLECTOR 1023 1 12 4 1700 40 201248 800 1379 CENTERPOINT WAY MINOR ARTERIAL 304 2 12 0 1900 40 191249 801 802 CENTERPOINT WAY MINOR ARTERIAL 1630 2 12 0 1900 50 191250 802 803 CENTERPOINT WAY MINOR ARTERIAL 938 2 12 0 1900 50 201251 803 804 CENTERPOINT WAY MINOR ARTERIAL 1761 2 12 0 1900 45 201252 804 805 CENTERPOINT WAY MINOR ARTERIAL 962 2 12 0 1750 40 201253 805 1381 CENTERPOINT WAY MINOR ARTERIAL 3817 2 12 0 1900 50 201254 806 805 W MILLSDALE RD COLLECTOR 2720 1 12 0 1750 50 201255 807 808 PATTERSON ST COLLECTOR 3677 1 12 0 1700 50 201256 807 850 CR-74 COLLECTOR 2368 1 12 1 1700 50 20K-102 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-102KLD Engineering, P.C.Rev. 0 Up-~~ Don Lae Soudr Flw Fo1257 808 809 PATTIERSO N ST COLLECTOR 4779 1 20 1750 45201258 809 810 PATTERSON ST COLLECTOR 1158 1 12 4 1700 40 201259 809 813 BRANDON RD COLLECTOR 776 1 12 4 1700 45 201260 810 811 PATTERSON ST COLLECTOR 1584 1 12 4 1575 35 201261 811 812 PATTERSON ST COLLECTOR 1334 1 12 4 1350 30 201262 812 799 PATTERSON ST COLLECTOR 2169 1 12 4 1700 40 201263 813 369 BRANDON RD COLLECTOR 2522 1 12 4 1750 45 201264814815GARDNER STLOCAL ROADWAY6611120135030131265 814 844 5TH AVE LOCAL ROADWAY 1416 1 12 4 1575 35 131266 815 1051 US-6 COLLECTOR 651 1 12 4 1350 30 131267 816 796 IL-53 COLLECTOR 598 1 12 4 1750 40 201268 816 814 GARDNER ST LOCAL ROADWAY 3476 1 12 0 1350 30 201269 816 817 US-52 COLLECTOR 1539 1 12 4 1700 40 201270 817 819 US-52 COLLECTOR 4211 1 12 1 1700 40 201271 817 839 CR-51 COLLECTOR 1076 1 12 1 1575 35 201272 818 823 BRIGGS ST COLLECTOR 2786 1 15 1 1700 45 201273 819 820 US-52 COLLECTOR 845 1 12 1 1700 45 201274 819 1060 ROWELL AVE LOCAL ROADWAY 2059 1 12 0 1575 35 201275 820 821 US-52 COLLECTOR 3312 1 12 1 1700 50 201276 820 823 W SPENCER RD LOCAL ROADWAY 4734 1 10 0 1575 35 201277 821 822 US-52 COLLECTOR 2978 1 12 1 1700 60 201278 822 818 US-52 COLLECTOR 402 1 12 1 1700 40 201279 823 824 BRIGGS ST COLLECTOR 2662 1 15 1 1700 45 20K-103 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-103KLD Engineering, P.C.Rev. 0 Sauato FreeUp- Down Lan Shole Flo FloStrea Stra Legt No. of~ Wit0itae Sed GiLink #S Nod Node Roda Nam 0.awa Typ (f. Lae (f. (f. S)(p) Nme1280824825BRIGGS STCOLLECTOR 26221151175045201281 824 838 CR-51 COLLECTOR 4187 1 12 1 1700 45 201282 825 826 BRIGGS ST COLLECTOR 285 1 12 4 1750 35 201283 825 836 W HAVEN AVE COLLECTOR 5212 1 12 4 1700 40 201284 826 827 BRIGGS ST COLLECTOR 1395 1 12 4 1575 35 201-80 ON-RAMP FROM B RIGGS1285 826 1061 RD FREEWAY RAMP 479 1 12 4 1700 40 20RD FREEWAY RAMP1286 827 826 BRIGGS ST COLLECTOR 1396 1 12 4 1750 35 201287 827 829 BRIGGS ST MINOR ARTERIAL 2696 2 12 4 1750 35 141288 828 161 WESTERN AVE COLLECTOR 625 1 12 4 1750 40 131289 829 151 BRIGGS ST MINOR ARTERIAL 2474 2 12 4 1750 35 141290 829 827 BRIGGS ST MINOR ARTERIAL 2695 2 12 4 1900 35 141291 829 835 WASHINGTON ST COLLECTOR 5329 1 12 4 1700 40 141292 830 144 US-6 COLLECTOR 199 1 12 4 1750 30 131293 830 831 WASHINGTON ST COLLECTOR 2938 1 12 4 1700 40 141294 831 832 WASHINGTON ST COLLECTOR 1864 1 12 4 1700 40 141295 832 833 WASHINGTON ST COLLECTOR 688 1 12 4 675 15 141296 833 834 WASHINGTON ST COLLECTOR 1878 1 12 4 1700 40 141297 834 829 WASHINGTON ST COLLECTOR 1412 2 12 4 1750 40 141298 835 154 CR-51 COLLECTOR 2423 1 12 1 1700 40 141299 836 835 CR-51 COLLECTOR 4378 1 12 1 1700 45 141300 836 848 W HAVEN AVE COLLECTOR 5221 1 12 4 1750 40 211301 837 836 CR-51 COLLECTOR 1559 1 12 1 1700 45 20Dresden Generating StationEvacuation Time EstimateK-104KLD Engineering, P.C.Rev. 0 1302 838 837 CR-51 COLLECTOR 1682 1 21 1700 45201303 839 840 RICHARDS ST COLLECTOR 1432 1 12 4 1575 35 201304 839 1060 CR-51 COLLECTOR 2582 1 12 1 1575 35 201305 840 841 RICHARDS ST COLLECTOR 830 1 12 4 1575 35 201306 841 842 RICHARDS ST COLLECTOR 1260 2 12 4 1750 35 201-80 ON-RAMP FROM1307 842 93 RICHARD ST 653 1 12 4 1700 45 20RICHARD ST FREEWAY RAMP 6 2 1 0 131308 842 843 RICHARDS ST MINOR ARTERIAL 638 2 12 0 1750 30 201309 843 842 RICHARDS ST COLLECTOR 638 1 12 0 1750 30 201310 843 844 RICHARDS ST MINOR ARTERIAL 613 2 12 0 1900 30 201311 844 843 RICHARDS ST MINOR ARTERIAL 611 2 12 0 1750 30 201312 844 845 RICHARDS ST MINOR ARTERIAL 675 2 12 0 1750 30 131313 845 844 RICHARDS ST MINOR ARTERIAL 675 2 12 0 1900 30 131314 845 1052 US-6 COLLECTOR 1319 1 12 4 1750 30 131315 846 1052 2ND ST LOCAL ROADWAY 908 1 12 4 1750 30 131316 846 1053 EASTERN AVE LOCAL ROADWAY 1302 1 12 4 1350 30 131317 847 825 W HAVEN AVE COLLECTOR 5326 1 12 4 1750 40 201318 848 157 GOUGAR RD COLLECTOR 4539 1 12 4 1750 40 151319 849 797 IL-53 MINOR ARTERIAL 7900 2 12 4 1750 50 201320 849 856 CR-74 COLLECTOR 5251 1 12 1 1700 55 201321 850 851 CR-74 COLLECTOR 1034 1 12 1 1700 50 201322 851 852 CR-74 COLLECTOR 947 1 12 1 1700 50 201323 852 853 CR-74 COLLECTOR 1265 1 12 1 1700 50 20K-105 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-105KLD Engineering, P.C.Rev. 0 Up Don Lan Shole Flo FlowStrea Stra Lengt No of Widt Wit Rat Spe Gri1324 853 854 CR-74 COLLECTOR 868 1 12 1 1700 45 201325 854 855 CR-74 COLLECTOR 919 1 12 1 1700 45 201326 855 849 CR-74 COLLECTOR 3796 1 12 1 1750 45 201327 856 819 ROWELL AVE LOCAL ROADWAY 5920 1 12 0 1700 40 201328 856 857 CR-74 COLLECTOR 8789 1 12 1 1750 55 201329 857 818 US-52 COLLECTOR 3451 1 12 1 1700 60 201330 857 1372 CR-74 COLLECTOR 1736 1 12 1 1750 45 201331858859CR-74COLLECTOR 28921122127550211332 860 869 W SCHWEITZER RD LOCAL ROADWAY 5280 1 11 0 1700 50 201333 861 862 W DELANEY RD LOCAL ROADWAY 554 1 11 0 1700 50 201334 862 857 US-52 COLLECTOR 6029 1 12 1 1750 60 201335 862 863 US-52 COLLECTOR 396 1 12 1 1700 60 211336 863 862 US-52 COLLECTOR 396 1 12 1 1700 60 211337 863 864 US-52 COLLECTOR 6256 1 12 1 1700 60 211338 864 863 US-52 COLLECTOR 6256 1 12 1 1700 60 211339 864 1368 US-52 COLLECTOR 2841 1 12 0 1700 60 211340 865 866 US-52 COLLECTOR 2961 1 12 0 1750 60 211341 865 1366 SMITH RD COLLECTOR 469 1 15 0 1700 50 211342 865 1368 US-52 COLLECTOR 2519 1 12 0 1700 60 211343 866 865 US-52 COLLECTOR 2961 1 12 1 1700 60 211344 866 870 US-52 COLLECTOR 2422 1 12 1 1700 50 211345 867 866 CR-117 COLLECTOR 1606 1 12 1 1750 40 211346 867 1367 S GOUGAR RD COLLECTOR 2195 1 10 0 1700 45 21K-106 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-106KLD Engineering, P.C.Rev. 0 1347 868 867 CR-117 COLLECTOR 10537 1 21 1700 60 201348 868 869 S RIDGE RD LOCAL ROADWAY 13341 1 10 0 1700 50 201349 869 1371 W SCHWEITZER RD LOCAL ROADWAY 5167 1 11 0 1700 50 201350 870 866 US-52 COLLECTOR 2422 1 12 1 1750 50 211351 870 871 US-52 COLLECTOR 1138 1 12 1 1575 35 211352 871 870 US-52 COLLECTOR 1138 1 12 1 1575 35 211353 871 1369 US-52 COLLECTOR 2568 1 12 1 1575 35 211354 871 1370 W NORTH ST COLLECTOR 4069 1 12 0 1575 35 211355 872 876 US-52 COLLECTOR 2283 1 12 1 1700 60 271356 872 1369 US-52 COLLECTOR 5653 1 12 1 1700 60 271357 873 874 W HOFF RD LOCAL ROADWAY 5679 1 10 1 1700 60 271358 873 1365 S GOUGAR RD LOCAL ROADWAY 9336 1 9 0 1700 50 271359 874 875 W HOFF RD LOCAL ROADWAY 1948 1 10 1 1700 45 271360 875 876 W HOFF RD COLLECTOR 697 1 10 1 1700 40 271361 876 872 US-52 COLLECTOR 2282 1 12 1 1700 60 271362 876 881 US-52 COLLECTOR 2934 1 12 1 1700 55 271363 877 878 W NORTH ST COLLECTOR 5130 1 12 0 1700 55 211364 879 849 IL-53 MINOR ARTERIAL 5330 2 12 4 1750 60 201365 879 860 W SCHWEITZER RD MINOR ARTERIAL 5309 2 12 0 1900 50 201366 880 595 CR-43 COLLECTOR 10500 1 12 1 1700 60 271367 881 882 US-52 COLLECTOR 2760 1 12 1 1700 55 271368 882 1390 US-52 COLLECTOR 1019 1 12 1 1700 55 271369 883 880 CR-43 COLLECTOR 843 1 12 1 1700 40 27Dresden Generating StationEvacuation Time EstimateK-107KLD Engineering, P.C.Rev. 0 1370 883 884 US-52 COLLECTOR 1357 1 21 1700 45271371 884 885 US-52 COLLECTOR 6946 1 12 1 1700 55 271372 887 988 CR-41 COLLECTOR 10703 1 11 0 1700 55 371373 888 1422 CR-3 COLLECTOR 1149 1 11 0 1700 50 361374 889 1312 IL-47 COLLECTOR 11179 1 12 2 1700 60 351375891892US-6COLLECTOR 106251126170050221376 892 893 SENECA RD COLLECTOR 2930 1 12 6 1700 50 221377 892 894 US-6 COLLECTOR 8602 1 12 2 1700 60 221-80 ON-RAMP FROM SENECA1378 893 68 RD FREEWAY RAMP 933 1 14 6 1700 45 22RD FREEWAY RAMP1379 894 895 US-6 COLLECTOR 1443 1 12 4 1700 50 221380 895 1306 US-6 COLLECTOR 2200 1 12 3 1700 60 221381 896 897 OLD STAGE RD COLLECTOR 2066 1 12 1 1700 45 221382 897 898 OLD STAGE RD COLLECTOR 2807 1 12 1 1700 45 221383 898 899 OLD STAGE RD COLLECTOR 1646 1 12 1 1700 45 221384 899 900 OLD STAGE RD COLLECTOR 7928 1 12 1 1700 45 221385 900 901 OLD STAGE RD COLLECTOR 2955 1 12 1 1700 45 221386 902 340 IL-126 COLLECTOR 2447 1 12 4 1750 50 61387 902 1167 LOCKPORT COLLECTOR 755 1 12 4 1750 25 61388 903 904 1-55 ON-RAMP FROM IL-126 FREEWAY RAMP 1181 1 12 4 1700 45 21389 904 4 1-55 ON-RAMP FROM IL-126 FREEWAY RAMP 1917 1 12 4 1700 45 21390 905 676 CR-77 COLLECTOR 292 1 12 2 1700 45 191391 905 908 E FRONTAGE RD COLLECTOR 951 1 12 1 1700 50 19Dresden Generating StationEvacuation Time EstimateK-108KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl)

(mph) NumberI I1392906675S FRONTAGE RDCOLLECTOR 8670170045191393 906 907 S FRONTAGE RD COLLECTOR 6016 1 12 2 1700 55 191394 907 1229 S FRONTAGE RD COLLECTOR 346 1 12 2 1575 35 191395 908 909 E FRONTAGE RD COLLECTOR 6194 1 12 2 1700 55 191396 909 1230 E FRONTAGE RD COLLECTOR 834 1 12 2 1700 45 191397 910 360 US-6 COLLECTOR 197 1 12 8 1750 40 191398 910 1235 S THOMAS DILLON DR COLLECTOR 379 1 12 0 1700 40 191399 910 1236 US-6 COLLECTOR 4001 1 12 8 1700 55 191400 913 914 N RIVER RD COLLECTOR 3104 1 12 0 1700 50 251401 913 916 N RIVER RD COLLECTOR 3284 1 12 0 1700 50 251402 914 913 N RIVER RD COLLECTOR 3105 1 12 0 1700 50 251403 914 915 N RIVER RD COLLECTOR 1110 1 12 0 1700 50 251404 915 586 CR-44 COLLECTOR 764 1 12 6 1700 50 251405 915 914 N RIVER RD COLLECTOR 1106 1 12 0 1700 50 251406 916 612 N RIVER RD COLLECTOR 1903 1 12 0 1700 50 251407 916 913 N RIVER RD COLLECTOR 3287 1 12 0 1700 50 251408 917 1325 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 320 1 14 6 1350 30 251409 918 776 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 596 1 12 4 1750 45 151410 918 919 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 1004 1 12 4 1700 45 151411 919 920 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 1357 1 12 4 1700 45 151412 920 267 1-355 ON-RAMP FROM US-6 FREEWAY RAMP 804 1 12 4 1700 45 151413 922 264 1-355 FREEWAY 588 3 12 8 2250 70 151414 923 924 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 1933 2 12 8 1900 45 15Dresden Generating StationEvacuation Time EstimateK-109KLD Engineering, P.C.Rev. 0 1415 924 262 1-80 ON-RAMP FROM 1-355 FREEWAY RAMP 1374 2 28 1900 45151416 925 926 1-355 ON-RAMP FROM 1-80 FREEWAY RAMP 2684 1 12 8 1700 45 151417 926 922 1-355 FREEWAY 1640 3 12 8 2250 70 151418 927 159 1-80 OFF-RAMP TO US-30 FREEWAY RAMP 885 1 12 4 1750 45 151419 928 793 IL-53 MAJOR ARTERIAL 341 3 12 4 1900 30 201420 928 1513 IL-53 MINOR ARTERIAL 554 2 12 4 1900 30 201421 929 90 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 704 1 12 4 1350 30 201422 930 794 IL-53 MINOR ARTERIAL 196 2 12 4 1900 40 201423 930 929 1-80 ON-RAMP FROM IL-53 FREEWAY RAMP 276 1 12 4 1700 45 201424 931 932 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 466 1 16 4 1700 45 201425 932 84 1-80 ON-RAMP FROM IL-7 FREEWAY RAMP 428 1 16 4 1700 45 201426 933 937 MCDONOUGH ST COLLECTOR 1304 1 12 4 1700 45 191427 933 1528 HOUBOLT RD MINOR ARTERIAL 2371 2 12 4 1900 45 111428934938 MCDONOUGH ST MINOR ARTERIAL 1693 2 f 12 4 1750 1 45 191429 934 1526 CATERPILLAR DR MINOR ARTERIAL 456 2 12 4 1900 35 111430 935 124 INFANTRY DR LOCAL ROADWAY 2628 1 12 4 1750 35 111431 935 934 MCDONOUGH ST MINOR ARTERIAL 1061 2 12 4 1750 45 191432 936 129 US-52 MINOR ARTERIAL 875 2 12 4 1750 40 111433 936 938 JOYCE RD LOCAL ROADWAY 2663 1 12 4 1750 35 111434 937 935 MCDONOUGH ST COLLECTOR 3887 1 12 4 1750 45 191435 938 936 JOYCE RD LOCAL ROADWAY 2663 1 12 4 1575 35 111436 938 944 MCDONOUGH ST MINOR ARTERIAL 1752 2 12 4 1750 45 111437 939 128 BARNEY DR LOCAL ROADWAY 2697 1 12 4 1750 35 11Dresden Generating Station K-110 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 1438 939 1087 GLENWOOD AVE MINOR ARTERIAL 1139 2 12 4 1750 35 111439 940 129 SPRINGFIELD AVE LOCAL ROADWAY 2653 1 12 4 1750 35 111440 940 273 SPRINGFIELD AVE LOCAL ROADWAY 2650 1 12 4 1750 45 111441 940 1089 GLENWOOD AVE MINOR ARTERIAL 824 2 12 4 1750 35 111442 941 205 GLENWOOD AVE MINOR ARTERIAL 1970 2 12 4 1750 35 121443 942 941 HAMMES RD LOCAL ROADWAY 1799 1 12 4 1575 35 111444 943 130 HAMMES RD LOCAL ROADWAY 571 1 12 4 1750 35 121445 943 942 HAMMES RD LOCAL ROADWAY 318 1 12 4 1575 35 121446 944 1525 MCDONOUGH ST MINOR ARTERIAL 2072 2 12 4 1900 45 121447 945 946 HOUBOLT RD MINOR ARTERIAL 882 2 12 4 1750 40 191448 946 947 HOUBOLT RD MINOR ARTERIAL 747 2 12 4 1750 40 191449 947 948 HOUBOLT RD MINOR ARTERIAL 1390 2 12 4 1750 40 191450 948 949 HOUBOLT RD MINOR ARTERIAL 502 2 12 4 1750 40 191451 949 950 HOUBOLT RD MINOR ARTERIAL 1191 2 12 4 1750 40 191452 950 951 HOUBOLT RD MINOR ARTERIAL 1682 2 12 4 1900 40 191453 951 933 HOUBOLT RD MINOR ARTERIAL 1259 2 12 4 1750 45 191454 952 933 MCDONOUGH ST COLLECTOR 1603 1 12 4 1750 45 191-80 ON-RAMP FROM1455 953 48 HOU0OLTRD FREA 1081 1 12 4 1700 45 19HOUBOLT RD FREEWAY RAMP1456 953 945 HOUBOLT RD MINOR ARTERIAL 800 2 12 6 1750 45 191457 953 1518 HOLLYWOD RD MINOR ARTERIAL 990 2 12 8 1900 45 191458 954 364 HOLLYWOOD DR COLLECTOR 2705 1 12 4 1750 40 191459 955 949 CATHY DR COLLECTOR 829 1 12 4 1750 40 19Dresden Generating StationEvacuation Time EstimateK-ill KLD Engineering, P.C.K-111KLD Engineering, P.C.Rev. 0 Sauato FeUp- Do n Lan Shule Flo FloStea Stea Legt No. of Widt Widt Rae ped riLink #m Nod Nod Roawa Nam Roda Typ (f. LaeSf. f. p ) (p) Nme1460956950LONGFORD DRCOLLECTOR 24811124175040191461 957 948 JOLIET JR COLLEGE COLLECTOR 1974 1 12 4 1750 40 191462 958 951 FORESTVIEW DR COLLECTOR 822 1 12 4 1700 40 191463 959 951 FORESTVIEW DR COLLECTOR 601 1 12 4 1700 40 191464 960 947 OLYMPIC BLVD COLLECTOR 1818 1 12 4 1750 40 191465 961 946 ROCK CREEK BLVD COLLECTOR 1076 1 12 4 1750 40 191466 962 130 HAMMES AVE LOCAL ROADWAY 1413 1 12 4 1750 35 121467 962 944 HAMMES AVE LOCAL ROADWAY 1444 1 12 4 1750 35 111468 963 113 COUNTY LINE RD COLLECTOR 2730 1 10 0 1750 50 181469 963 1191 W SEIL RD COLLECTOR 4115 1 10 0 1700 50 191470 964 723 215TH ST LOCAL ROADWAY 9991 1 11 0 1700 50 191471 964 963 COUNTY LINE RD COLLECTOR 5375 1 10 0 1700 50 181472 965 64 1-80 ON-RAMP FROM IL-47 FREEWAY RAMP 791 1 14 4 1700 45 231473 966 593 CR-7 COLLECTOR 10505 1 11 1 1750 60 321474 967 966 OLD CHICAGO RD COLLECTOR 1384 1 11 1 1700 55 321475 967 968 OLD CHICAGO RD COLLECTOR 14693 1 11 1 1700 60 321476 968 519 OLD CHICAGO RD LOCAL ROADWAY 3544 1 9 0 1700 45 321477 968 967 OLD CHICAGO RD COLLECTOR 14692 1 11 1 1700 60 321478 968 969 CR-8 COLLECTOR 15914 1 11 1 1700 60 321479 969 970 CR-20 COLLECTOR 13257 1 11 1 1700 55 331480 969 982 CR-9 COLLECTOR 10753 1 11 1 1700 60 331481 970 971 CR-20 COLLECTOR 3626 1 11 4 1700 50 391482 970 974 IL-102 COLLECTOR 2201 1 12 1 1700 55 33Dresden Generating StationEvacuation Time EstimateK-112KLD Engineering, P.C.Rev. 0 1483 971 979 IL-113 COLLECTOR 8871 1 21 1700 60391484 971 1025 CR-20 COLLECTOR 9868 1 12 0 1700 60 391485 972 973 IL-113 COLLECTOR 4000 1 12 1 1700 60 321486 973 1404 IL-113 COLLECTOR 2995 1 12 1 1700 60 321487 974 975 IL-102 COLLECTOR 3393 1 12 1 1700 55 391488 975 976 IL-102 COLLECTOR 6165 1 12 1 1700 55 391489 976 977 IL-102 COLLECTOR 5360 1 12 1 1700 55 391490977978IL-102COLLECTOR 43601121170055391491 979 980 IL-113 COLLECTOR 9884 1 12 1 1700 60 391492 980 981 IL-113 COLLECTOR 2517 1 12 1 1700 60 391493 982 976 CR-7 COLLECTOR 17432 1 11 1 1700 50 331494 982 983 CR-9 COLLECTOR 7975 1 11 1 1700 60 331495 983 1406 CR-9 COLLECTOR 2683 1 11 1 1700 60 331496 984 594 S GOUGAR RD LOCAL ROADWAY 10770 1 9 0 1700 50 331497 985 520 IL-102 COLLECTOR 3692 1 12 1 1700 55 321498 985 968 CR-8 COLLECTOR 6707 1 11 0 1700 50 321499 986 29 1-55 ON-RAMP FROM CR-4 FREEWAY RAMP 831 1 14 6 1700 45 251500 987 988 IL-17 COLLECTOR 7905 1 12 1 1700 60 371501 987 1027 CR-18 COLLECTOR 22177 1 10 0 1700 55 431502 987 1428 IL-17 COLLECTOR 8020 1 12 1 1700 55 371503 988 989 IL-17 COLLECTOR 10622 1 12 1 1700 60 371504 989 990 IL-17 COLLECTOR 2692 1 12 1 1700 60 371505 990 991 IL-17 COLLECTOR 10475 1 12 1 1700 60 38Dresden Generating StationEvacuation Time EstimateK-113KLD Engineering, P.C.Rev. 0 Sauato FreeUp Down Lan Shule Flo FloStrea Strea Legt No of Widt Widt Rat Spe GriLin #@ Node Nod Roawa Nam Roda Typ (f. Lae f.Sf. p ) (p)Nme15069901028S 14000W RDLOCAL ROADWAY216351100170050431507 991 992 IL-17 COLLECTOR 23855 1 12 1 1700 60 381508 991 1029 CR-12 COLLECTOR 21836 1 11 1 1700 55 441509 992 993 IL-17 COLLECTOR 1815 1 12 1 1700 55 391510 993 994 IL-17 COLLECTOR 5172 1 12 1 1700 55 391511 993 1418 CR-28 COLLECTOR 6692 1 11 0 1700 50 451512 995 996 IL-17 COLLECTOR 2820 1 12 1 1700 50 361513 996 997 IL-17 COLLECTOR 3365 1 12 1 1700 50 421514 997 998 IL-17 COLLECTOR 2706 1 12 1 1700 45 421515 998 999 IL-17 COLLECTOR 13681 1 12 3 1700 60 421516 999 1000 IL-17 COLLECTOR 20121 1 12 3 1700 60 421517 999 1026 CR-3 COLLECTOR 15781 1 12 0 1700 60 421518 1000 1417 IL-17 COLLECTOR 9389 1 12 3 1700 55 411519 1001 1002 IL-17 COLLECTOR 5681 1 12 8 1575 35 411520 1001 1017 IL-47 COLLECTOR 5293 1 12 1 1700 35 411521 1002 1003 IL-17 COLLECTOR 1936 1 12 1 1700 45 411522 1002 1011 US-66 COLLECTOR 2172 1 12 1 1700 60 411523 1003 1004 IL-17 COLLECTOR 1449 1 12 8 1700 55 411524 1004 1038 1-55 ON-RAMP FROM CR-17 FREEWAY RAMP 1170 1 14 6 1700 45 411525 1004 1313 IL-17 COLLECTOR 4764 1 12 1 1700 60 411526 1005 1006 US-66 COLLECTOR 3088 1 12 1 1700 60 361527 1006 1007 US-66 COLLECTOR 10260 1 12 1 1700 65 361528 1007 1008 US-66 COLLECTOR 16751 1 12 1 1700 65 35Dresden Generating StationEvacuation Time EstimateK-114KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo FlowStea Stea Legt No ofWdh Wdh Rt Speed Gri1529 1008 1009 US-66 COLLECTOR 7319 1 12 1 1700 60 351530 1009 1010 US-66 COLLECTOR 5776 1 12 1 1700 60 411531 1009 1014 IL-47 COLLECTOR 1362 1 12 2 1700 50 411532 1010 1002 US-66 COLLECTOR 4694 1 12 1 1700 60 411533 1011 1012 US-66 COLLECTOR 3469 1 12 1 1700 60 411534 1012 1013 US-66 COLLECTOR 4154 1 12 1 1700 60 411535 1014 1015 IL-47 COLLECTOR 1096 1 12 2 1700 50 411536 1015 1323 IL-47 COLLECTOR 879 1 12 2 1700 50 411537 1016 1001 IL-47 COLLECTOR 1718 1 12 1 1700 35 411538 1017 1324 IL-47 COLLECTOR 5204 1 12 1 1700 60 411539 1018 1019 IL-47 MINOR ARTERIAL 1618 2 12 8 1900 55 351540 1018 1042 1-55 ON-RAMP FROM IL-47 FREEWAY RAMP 1533 1 14 6 1700 45 351541 1019 1320 IL-47 MINOR ARTERIAL 784 2 12 8 1750 55 351542 1020 1021 CR-6 COLLECTOR 1757 1 11 0 1700 45 371543 1021 1022 CR-6 COLLECTOR 10837 1 11 0 1700 60 371544 1022 989 CO HWY 14000 N LOCAL ROADWAY 10649 1 10 0 1700 50 371545 1022 1023 CR-6 COLLECTOR 21116 1 11 0 1700 60 381546 1023 1458 CR-6 COLLECTOR 1575 1 11 0 1700 50 381547 1024 992 CR-20 COLLECTOR 10531 1 11 0 1700 55 391548 1025 1024 CR-20 COLLECTOR 10489 1 12 0 1700 60 391549 1026 1033 CR-3 COLLECTOR 9119 1 12 0 1700 60 421550 1027 1026 W 4000S RD LOCAL ROADWAY 26429 1 9 0 1700 50 421551 1027 1028 IL-115 COLLECTOR 21225 1 12 1 1700 60 43Dresden Generating StationEvacuation Time EstimateK-115KLD Engineering, P.C.Rev. 0 Up- Down Lane Shole Flo FlowStemSremLnt No of Wit Wit Rat Speed GriLink #5 Nod No.e Roda Nam Roda Typ (f. Lae f. f. p )(p)Nme15521027 1032 IL-115COLLECTOR 106271121170060431553 1028 1419 IL-115 COLLECTOR 8761 1 12 1 1700 60 441554 1029 1030 IL-115 COLLECTOR 25440 1 12 1 1700 60 441555 1029 1420 CR-12 COLLECTOR 5327 1 14 0 1575 35 441556 1030 1034 CR-28 COLLECTOR 5559 1 11 0 1700 60 451557 1030 1035 IL-115 COLLECTOR 4997 1 12 1 1700 60 451558 1033 1421 CR-3 COLLECTOR 2179 1 12 0 1700 40 421559 1036 1037 1-55 FREEWAY 3979 2 12 10 2250 75 411560 1037 1036 1-55 FREEWAY 3969 2 12 10 2250 75 411561 1037 1038 1-55 FREEWAY 4462 2 12 10 2250 75 411562 1038 1037 1-55 FREEWAY 4462 2 12 10 2250 75 411563 1038 1039 1-55 FREEWAY 1955 2 12 10 2250 75 411564 1039 1038 1-55 FREEWAY 1955 2 12 10 2250 75 411565 1039 1040 1-55 FREEWAY 2674 2 12 10 2250 75 411566 1040 1039 1-55 FREEWAY 1820 2 12 10 2250 75 411567 1040 1041 1-55 FREEWAY 5314 2 12 10 2250 75 351568 1041 1040 1-55 FREEWAY 5318 2 12 10 2250 75 351569 1041 1042 1-55 FREEWAY 5176 2 12 10 2250 75 351570 1042 1041 1-55 FREEWAY 4705 2 12 10 2250 75 351571 1042 1043 1-55 FREEWAY 2183 2 12 10 2250 75 351572 1043 1042 1-55 FREEWAY 1897 2 12 10 2250 75 351573 1043 1045 1-55 FREEWAY 3386 2 12 10 2250 75 351574 1044 43 1-55 FREEWAY 23649 2 12 10 2250 75 36K-116 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-116KLD Engineering, P.C.Rev. 0 1575 1044 1045 1-55 FREEWAY 3178 2 210 2250 75 351576 1045 1043 1-55 FREEWAY 3386 2 12 10 2250 75 351577 1045 1044 1-55 FREEWAY 3178 2 12 10 2250 75 351578 1046 395 GORE RD COLLECTOR 240 1 12 1 1750 35 231579 1046 1295 GORE RD COLLECTOR 683 1 12 1 1575 35 231580 1047 398 GORE RD COLLECTOR 1974 1 12 1 1750 35 231581 1047 1279 GORE RD COLLECTOR 5175 1 11 0 1575 35 221582 1048 180 IL-53 COLLECTOR 347 1 12 4 1350 30 131583 1049 256 IL-53 MINOR ARTERIAL 362 2 12 4 1750 30 131584 1050 314 CHICAGO ST LOCAL ROADWAY 346 1 12 4 1350 30 131585 1050 1049 CLAY ST LOCAL ROADWAY 381 1 12 4 1750 35 131586 1051 845 US-6 COLLECTOR 612 1 12 4 1750 30 131587 1052 830 US-6 COLLECTOR 1272 1 12 4 1750 30 131588 1053 143 EASTERN AVE LOCAL ROADWAY 359 1 12 4 1750 30 131589 1053 830 WASHINGTON ST COLLECTOR 450 1 12 4 1750 30 131590 1054 150 WALNUT ST COLLECTOR 1078 1 12 4 1750 35 141591 1054 259 WALNUT ST COLLECTOR 1896 1 12 4 1575 35 141592 1055 826 1-80 OFF-RAMP TO BRIGGS RD FREEWAY RAMP 684 1 12 4 1750 45 201593 1056 848 GOUGARRD COLLECTOR 1339 1 12 4 1750 40 211594 1057 773 BRIGGS ST MINOR ARTERIAL 1620 1 12 4 1575 35 141595 1058 1057 COPPERFIELD AVE COLLECTOR 1309 1 12 4 1750 35 141596 1059 161 US-30 MINOR ARTERIAL 231 1 12 4 1750 30 131597 1060 824 CR-51 COLLECTOR 5275 1 12 1 1700 40 20Dresden Generating StationEvacuation Time EstimateK-117KLD Engineering, P.C.Rev. 0 Up- Don Lan Shuler Flo FloStrea Strea Legt No. of Widt Wit Rat S pe Gri1-80 ON-RAMP FROM BRIGGS1598 1061 97 RD FREEWAY RAMP 615 1 12 4 1700 40 20RD FREEWAY RAMP1599 1062 371 US-6 COLLECTOR 369 1 12 4 1700 50 131600 1063 390 US-30 LOCAL ROADWAY 783 1 12 4 1750 35 131601 1064 371 US-30 COLLECTOR 323 1 12 4 1125 25 131602 1065 390 US-30 LOCAL ROADWAY 757 1 12 4 1750 35 131603 1066 216 US-30 LOCAL ROADWAY 94 1 12 4 1125 25 131604 1066 321 US-30 LOCAL ROADWAY 1280 1 12 4 1575 35 131605 1067 1066 US-30 LOCAL ROADWAY 86 1 12 4 1125 25 131606 1068 1067 US-30 LOCAL ROADWAY 75 1 12 4 1125 25 131607 1069 211 US-30 LOCAL ROADWAY 1349 1 12 4 1750 35 121608 1070 311 US-30 COLLECTOR 4262 1 12 4 1750 35 121609 1070 1072 US-30 LOCAL ROADWAY 1318 1 12 4 1575 35 121610 1071 310 US-30 COLLECTOR 3683 1 12 0 1750 40 121611 1072 1071 US-30 LOCAL ROADWAY 1335 1 12 4 1750 35 121612 1073 208 US-30 MINOR ARTERIAL 164 2 12 0 1750 35 131613 1074 208 US-30 LOCAL ROADWAY 206 2 15 2 1750 35 131614 1075 226 US-30 COLLECTOR 846 1 12 4 1750 35 131615 1076 193 US-30 COLLECTOR 459 1 12 4 1350 30 201616 1077 1080 US-30 MINOR ARTERIAL 1603 2 12 4 1750 40 121617 1078 131 STRYKER AVE LOCAL ROADWAY 2616 1 12 4 1750 35 121618 1079 328 IL-7 MINOR ARTERIAL 593 3 12 1 1750 40 121619 1080 307 WEBER RD MINOR ARTERIAL 1130 2 12 4 1750 40 12Dresden Generating Station K-118 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl)

(mph) Number162010811080ROOT STLOCAL ROADWAY24131124175035121621 1082 269 MIDLAND AVE COLLECTOR 1320 1 12 4 1750 35 121622 1082 1083 CAMPBELL ST LOCAL ROADWAY 1655 1 12 4 1575 35 121623 1083 222 REED ST LOCAL ROADWAY 526 1 12 4 1575 35 121624 1083 1082 CAMPBELL ST LOCAL ROADWAY 1655 1 12 4 1750 35 121625 1084 1079 MALL ENTRANCE LOCAL ROADWAY 485 1 12 4 1750 35 121626 1085 1071 THEODORE ST COLLECTOR 3061 1 12 0 1750 40 121627 1086 1085 ARBOR LN LOCAL ROADWAY 397 1 12 4 1750 35 121628 1087 940 GLENWOOD AVE MINOR ARTERIAL 470 2 12 4 1750 35 111629 1088 1087 REPUBLIC AVE LOCAL ROADWAY 1373 1 12 4 1750 35 111630 1089 941 GLENWOOD AVE MINOR ARTERIAL 710 2 12 4 1900 35 111631 1090 1089 MADISON ST LOCAL ROADWAY 1269 1 12 4 1750 35 111632 1091 287 INGALLS AVE COLLECTOR 638 1 12 4 1750 35 111633 1092 203 INGALLS AVE MINOR ARTERIAL 3593 2 12 4 1750 35 111634 1093 1092 BRENTWOOD PL COLLECTOR 2871 1 12 4 1575 35 111635 1094 329 CATON FARM RD MINOR ARTERIAL 820 1 12 0 1750 45 71636 1095 1096 WEBER RD MINOR ARTERIAL 749 2 12 4 1750 45 81637 1096 1097 WEBER RD MINOR ARTERIAL 4063 2 12 4 1750 45 81638 1097 1101 WEBER RD MINOR ARTERIAL 1491 2 12 4 1750 50 81639 1098 757 GAYLORD RD COLLECTOR 5315 1 12 4 1700 45 71640 1098 1097 DIVISION ST LOCAL ROADWAY 5674 1 12 4 1750 35 71641 1099 1096 PATRICK DR LOCAL ROADWAY 501 1 12 4 1750 35 81642 1100 1095 CATON WOOD LANE LOCAL ROADWAY 476 1 12 4 1750 35 8Dresden Generating StationEvacuation Time EstimateK-119KLD Engineering, P.C.Rev. 0 164311011103WEBER RDMINOR ARTERIAL3221212417504581644 1102 1101 LONGMEADOW DR LOCAL ROADWAY 712 1 12 4 1750 35 81645 1103 756 WEBER RD MINOR ARTERIAL 667 2 12 4 1750 40 81646 1104 1103 SHOPPING CENTER LOCAL ROADWAY 747 1 12 4 1750 35 81647 1106 756 CR-36 COLLECTOR 3458 1 12 4 1750 50 81648 1107 1106 CARILLON LAKES DR LOCAL ROADWAY 780 1 12 4 1750 35 71649 1108 757 CR-36 COLLECTOR 2187 1 12 4 1700 50 71650 1109 1108 OLD RENWICK TRAIL LOCAL ROADWAY 417 1 12 4 1750 35 71651 1110 1109 OLD RENWICK TRAIL LOCAL ROADWAY 890 1 12 4 1575 35 71652 1111 1112 IL-59 MINOR ARTERIAL 1455 2 12 0 1750 35 61653 1112 338 IL-59 MINOR ARTERIAL 1487 2 12 0 1750 35 61654 1113 1111 SCHOOL ENTRANCE LOCAL ROADWAY 597 1 12 4 1750 35 61655 1114 1112 FORT BEGGS DR LOCAL ROADWAY 1790 1 12 4 1750 35 61656 1115 341 PLAINFIELD NAGERVILLE RD COLLECTOR 1026 1 12 4 1750 40 61657 1116 342 US-30 COLLECTOR 2551 1 12 4 1750 40 21658 1116 765 US-30 COLLECTOR 2639 1 12 4 1750 40 21659 1118 1119 VAN DYKE RD COLLECTOR 877 1 12 4 1750 45 61660 1119 1120 VAN DYKE RD COLLECTOR 723 1 12 4 1750 45 21661 1120 1121 VAN DYKE RD COLLECTOR 830 1 12 4 1700 45 21662 1121 1116 VAN DYKE RD COLLECTOR 923 1 12 4 1750 45 21663 1122 1119 JOHN ADAMS DR LOCAL ROADWAY 754 1 12 4 1750 35 21664 1123 1120 S WOOD FARM RD LOCAL ROADWAY 472 1 12 4 1750 35 21665 1124 903 ESSINGTON RD COLLECTOR 1228 1 12 4 1750 50 2K-120 KID Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-120KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpl)

(mph) NumberI16661125336LILLY CACHE RDCOLLECTOR 6157112417504071667 1126 335 W FRONTAGE RD LOCAL ROADWAY 345 1 12 4 1750 35 71668 1127 1126 W FRONTAGE RD LOCAL ROADWAY 736 1 12 4 1575 35 71669 1128 330 HENNEPIN DR LOCAL ROADWAY 994 1 12 4 1750 35 71670 1129 293 HENNEPIN DR LOCAL ROADWAY 1197 1 12 4 1750 35 71671 1130 754 IL-59 MINOR ARTERIAL 2679 2 12 0 1750 40 61672 1131 753 RIVER RD LOCAL ROADWAY 2694 1 12 4 1575 35 61673 1131 1130 FRASER RD LOCAL ROADWAY 5311 1 12 4 1750 35 61674 1132 1130 FEENY RD LOCAL ROADWAY 2688 1 12 4 1750 35 61675 1133 737 IL-59 MINOR ARTERIAL 1522 2 12 0 1750 45 101676 1134 1133 VERMETT ST LOCAL ROADWAY 1850 1 12 4 1750 35 101677 1134 1161 PEBBLE BEACH DR LOCAL ROADWAY 1505 1 12 4 1750 35 101678 1135 728 DRAUDEN RD COLLECTOR 2540 1 12 4 1750 40 101679 1135 736 DRAUDEN RD COLLECTOR 2764 1 12 4 1750 40 101680 1136 1135 ARBOR GATE RD LOCAL ROADWAY 2289 1 12 4 1575 35 101681 1137 738 BRONK RD COLLECTOR 712 1 12 4 1700 40 101682 1137 1138 BRONK RD COLLECTOR 3483 1 12 4 1750 40 101683 1138 733 THEODORE ST COLLECTOR 2605 1 12 4 1750 45 101684 1138 1137 BRONK RD COLLECTOR 3484 1 12 4 1700 40 101685 1139 732 BRONK RD COLLECTOR 2661 1 12 4 1750 40 101686 1139 1138 BRONK RD COLLECTOR 2625 1 12 4 1750 40 101687 1140 733 IL-59 MINOR ARTERIAL 1604 2 12 0 1750 45 101688 1141 1140 DRIVEWAY LOCAL ROADWAY 976 1 12 4 1750 35 10Dresden Generating StationEvacuation Time EstimateK-121KLD Engineering, P.C.Rev. 0 1689 1142 1140 IL-59 MINOR ARTERIAL 2023 2 20 1750 45 101690 1143 1142 VERTIN BLVD LOCAL ROADWAY 1508 1 12 4 1750 35 101691 1144 119 IL-59 MINOR ARTERIAL 1344 2 12 4 1750 45 101692 1145 1144 IL-59 MINOR ARTERIAL 2263 2 12 4 1750 50 191693 1147 1144 SCHOOLHOUSE RD LOCAL ROADWAY 720 1 12 4 1750 35 101694 1149 365 TERRY DR MINOR ARTERIAL 1375 2 12 4 1750 40 191695 1150 366 REEVES RD COLLECTOR 889 2 12 4 1750 40 191696 1151 348 DRIVEWAY LOCAL ROADWAY 499 1 12 4 1750 35 121697 1152 117 RAVEN RD COLLECTOR 1655 1 12 4 1700 40 101698 1153 118 BROOKSHORE DR COLLECTOR 805 1 12 4 1750 40 101699 1154 733 THEODORE ST MINOR ARTERIAL 1677 1 12 4 1750 45 101700 1155 731 BLACK RD COLLECTOR 903 2 12 4 1750 40 101701 1156 1155 DRIVEWAY LOCAL ROADWAY 640 1 12 4 1750 35 101702 1157 732 BLACK RD COLLECTOR 2303 2 12 4 1750 40 101703 1158 1157 DRIVEWAY LOCAL ROADWAY 727 1 12 4 1750 35 101704 1159 1154 WESTHAMPTON DR LOCAL ROADWAY 1660 1 12 4 1575 35 101705 1160 1154 BRIGHTON LN LOCAL ROADWAY 2466 1 12 4 1575 35 101706 1161 737 CATON FARM RD MINOR ARTERIAL 1621 2 12 0 1750 45 101707 1162 750 CR-36 COLLECTOR 135 1 12 4 675 15 61708 1163 753 CR-36 COLLECTOR 4308 1 12 4 1700 45 61709 1163 1164 DRAUDEN RD COLLECTOR 182 1 12 4 675 15 61710 1164 751 DRAUDEN RD COLLECTOR 2036 1 12 3 1700 45 61711 1165 339 LOCKPORT COLLECTOR 370 1 12 4 1750 25 6K-122 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-122K.D Engineering, P.C.Rev. 0 1713 1167 1166 LOCKPORT COLLECTOR 414 1 24 1750 2561714 1168 720 CR-li COLLECTOR 1222 1 12 4 1700 55 18171511691168MIDPOINT RDLOCAL ROADWAY9961124175035181716 1170 1171 PROLOGIS PKWY COLLECTOR 2348 1 16 4 1750 45 171717 1171 394 IL-47 COLLECTOR 3253 1 12 2 1700 60 171718 1172 1173 IL-47 COLLECTOR 2313 1 12 2 1700 60 171719 1173 690 IL-47 COLLECTOR 1716 1 12 2 1700 55 171720 1174 741 CR-11 COLLECTOR 13142 1 12 2 1700 55 51721 1175 726 CR-23 MINOR ARTERIAL 2598 2 12 10 1750 50 51722 1175 735 CR-23 COLLECTOR 2790 1 12 7 1750 50 51723 1176 761 IL-126 COLLECTOR 973 1 12 3 1700 50 51724 1177 725 THEODORE ST COLLECTOR 1547 1 12 0 1750 45 51725 1177 727 THEODORE ST MINOR ARTERIAL 3868 2 12 0 1900 45 51726 1178 1179 CHICAGO RD LOCAL ROADWAY 1435 1 8 0 1700 45 41727 1179 1180 CHICAGO RD LOCAL ROADWAY 340 1 10 0 1125 25 41728 1180 1181 CHICAGO RD LOCAL ROADWAY 4304 1 10 0 1700 50 41729 1181 1182 CHICAGO RD LOCAL ROADWAY 713 1 10 0 1350 30 41730 1182 1183 CHICAGO RD LOCAL ROADWAY 1725 1 10 0 1700 45 41731 1183 1184 CHICAGO RD LOCAL ROADWAY 2477 1 10 0 1700 50 41732 1184 106 CHICAGO RD LOCAL ROADWAY 4403 1 10 0 1700 50 171733 1184 691 IL-47 COLLECTOR 6386 1 12 2 1700 60 41734 1185 1178 CHICAGO RD LOCAL ROADWAY 4278 1 8 0 1700 45 4K-123 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-123KLD Engineering, P.C.Rev. 0 1735~~~~Sauato 116 64FR8COLCOR 45e3101736 Down18 C- 1 MINOR Shoulder Flow Flow01737 1188 725 CR-11 MINOR ARTERIAL 2698 2 12 1 1750 50 51738 1189 1188 LAKEWOOD PRAIRIE BLVD COLLECTOR 1739 1 16 5 1750 35 51739 1190 1188 VAN DYKE RD COLLECTOR 2321 1 12 0 1750 35 51740 1191 1192 W SEIL RD COLLECTOR 819 1 10 0 1700 40 191741 1192 724 W SEIL RD COLLECTOR 5018 1 12 0 1700 50 191742 1193 1194 COUNTY FARM RD LOCAL ROADWAY 498 1 11 1 1575 35 191743 1194 1195 COUNTY FARM RD LOCAL ROADWAY 2408 1 11 1 1750 40 191744 1195 1196 IL-59 MINOR ARTERIAL 1087 2 12 1 1900 50 191745 1195 1205 IL-59 MINOR ARTERIAL 410 2 12 0 1900 45 191746 1196 1145 IL-59 MINOR ARTERIAL 627 2 12 1 1900 50 191747 1199 16 1-55 FREEWAY 1662 3 12 10 2250 75 191748 1199 1200 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 901 1 14 5 1700 45 191749 1199 1203 1-55 FREEWAY 2761 4 12 10 2250 75 191750 1200 1201 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 416 1 14 5 1700 45 191751 1201 1204 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 707 1 14 5 1700 45 191752 1202 1199 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 1442 1 14 5 1700 45 191753 1203 17 1-55 FREEWAY 791 4 12 10 2250 75 191754 1203 1199 1-55 FREEWAY 2761 4 12 10 2250 75 191755 1204 1205 1-55 OFF-RAMP TO IL-59 FREEWAY RAMP 594 1 14 5 1700 45 191756 1205 1195 IL-59 MINOR ARTERIAL 359 2 12 0 1750 45 191757 1205 1206 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 548 1 14 5 1700 45 19K-124 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-124KLD Engineering, P.C.Rev. 0 1758 1206 1202 1-55 ON-RAMP FROM IL-59 FREEWAY RAMP 411 1 45 1700 45191759 1207 1145 AMENDODGE DR COLLECTOR 1387 1 16 2 1575 35 191760 1208 104 CR-2 COLLECTOR 18582 1 11 0 1700 50 181761 1209 663 CR-3 MINOR ARTERIAL 4762 2 12 0 1900 50 181762 1209 665 CR-3 MINOR ARTERIAL 5306 2 12 0 1750 50 181763 1210 1209 MCLINDEN RD COLLECTOR 1574 1 12 0 1750 50 181764 1211 1210 MCLINDEN RD COLLECTOR 3699 1 11 0 1700 50 181765 1212 665 CR-3 COLLECTOR 1514 1 12 0 1750 40 181766 1213 667 CR-5 COLLECTOR 2692 1 12 1 1750 50 181767 1213 1211 E BRANNICK RD LOCAL ROADWAY 5345 1 10 0 1700 45 181768 1214 1213 CR-5 COLLECTOR 3294 1 12 2 1700 50 181769 1215 1214 MISTY CREEK DR COLLECTOR 674 1 16 0 1750 50 181770 1216 1214 MISTY CREEK RD COLLECTOR 1081 1 16 0 1750 35 181771 1217 350 YELLOW PINE DR MINOR ARTERIAL 595 2 12 0 1750 40 181772 1218 1217 YELLOW PINE DR MINOR ARTERIAL 772 2 12 3 1900 40 181773 1219 1220 SOUTH CAMPUS DR LOCAL ROADWAY 683 1 16 0 1750 25 181774 1220 351 US-6 COLLECTOR 1909 1 12 2 1750 50 181775 1221 351 S BELL RD LOCAL ROADWAY 795 1 12 0 1750 40 181776 1222 354 US-6 MINOR ARTERIAL 532 2 12 0 1750 45 191777 1223 354 S TRYON ST COLLECTOR 1255 1 12 0 1750 35 191778 1224 666 MCEVILLY RD COLLECTOR 2627 1 12 1 1750 40 181779 1224 667 MCEVILLY RD COLLECTOR 2655 1 12 1 1750 40 181780 1224 1226 S WABENA AVE COLLECTOR 4298 1 12 0 1575 35 18Dresden Generating StationEvacuation Time EstimateK-125KLD Engineering, P.C.Rev. 0 1782 1225 721 HOLT RD LOCAL ROADWAY 2665 1 11 0 1700 55 181783 1226 1225 N WABENA RD COLLECTOR 3648 1 11 0 1700 50 181784 1227 666 MCEVILLY RD COLLECTOR 1971 1 12 1 1750 40 181785 1227 668 MCEVILLY RD COLLECTOR 2030 1 12 1 1700 40 191786 1228 355 NAVAJO DR COLLECTOR 626 1 12 0 1750 50 191787 1229 358 S FRONTAGE RD COLLECTOR 477 1 12 2 1575 35 191788 1230 910 E FRONTAGE RD COLLECTOR 545 1 12 2 1700 45 191789 1231 362 W MCCLINTOCK RD COLLECTOR 271 1 12 0 1750 30 191790 1232 1231 W MCCLINTOCK RD COLLECTOR 1400 1 12 0 1575 35 191791 1233 1232 W MCCLINTOCK RD COLLECTOR 3059 1 12 0 1575 35 191792 1234 1233 W MCCLINTOCK RD COLLECTOR 3875 1 12 0 1575 35 191793 1235 1234 S THOMAS DILLON DR COLLECTOR 2592 1 11 0 1700 45 191794 1236 361 US-6 COLLECTOR 4747 1 12 8 1700 55 191795 1237 349 CR-5 COLLECTOR 2216 1 12 1 1750 45 181796 1238 1239 CEMETERY RD LOCAL ROADWAY 458 1 11 0 1350 30 241797 1239 541 CEMETERY RD LOCAL ROADWAY 2532 1 11 0 1700 45 241798 1240 542 CEMETERY RD LOCAL ROADWAY 1061 1 11 0 1700 45 241799 1240 651 TABLER RD COLLECTOR 308 1 11 0 1350 30 241800 1241 374 TABLER RD COLLECTOR 3436 1 11 0 1700 30 241801 1242 636 E BENTON ST COLLECTOR 451 1 12 1 1750 30 231802 1244 401 E NORTH ST COLLECTOR 670 1 12 1 1750 30 231803 1244 1250 PINE ST COLLECTOR 301 1 12 1 1350 30 23Dresden Generating StationEvacuation Time EstimateK-126KLD Engineering, P.C.Rev. 0 Up Don.Ln S hole Flo Flow..1804 1245 638 MAIN ST COLLECTOR 667 1 12 1 1350 30 231805 1246 1244 E NORTH ST COLLECTOR 1339 1 12 1 1350 30 231806 1247 1245 MAIN ST COLLECTOR 1328 1 12 1 1350 30 231807 1248 1246 E NORTH ST COLLECTOR 1279 1 12 1 1350 30 231808 1249 1250 E JACKSON ST COLLECTOR 1968 1 12 1 1350 30 231809 1250 1245 PINE ST COLLECTOR 677 1 12 1 1350 30 231810 1250 1251 E JACKSON ST COLLECTOR 686 1 12 1 1350 30 231811 1251 401 IL-47 MINOR ARTERIAL 316 2 12 1 1750 35 231812 1251 633 E JACKSON ST COLLECTOR 597 1 12 1 1750 30 231813 1251 1259 IL-47 MINOR ARTERIAL 319 2 12 1 1900 35 231814 1252 403 W ILLINOIS AVE COLLECTOR 2013 1 12 1 1750 30 231815 1253 624 LIBERTY ST COLLECTOR 339 1 12 1 1750 30 231816 1253 1254 E ILLINOIS AVE COLLECTOR 666 1 12 1 1350 30 2318171254 1255 FULTON ST COLLECTOR 341 1 12 1 1350 30 231818 1255 1256 FULTON ST COLLECTOR 327 1 12 1 1350 30 231819 1256 627 FULTON ST COLLECTOR 332 1 12 1 1350 30 231820 1257 402 E WASHINGTON ST COLLECTOR 2004 1 12 1 1750 30 231821 1257 1252 W ILLINOIS AVE COLLECTOR 384 1 12 1 1350 30 231822 1258 639 FULTON ST COLLECTOR 334 1 12 1 1350 30 231823 1259 626 CR-2 COLLECTOR 603 1 12 1 1750 30 231824 1259 638 IL-47 MINOR ARTERIAL 335 2 12 1 1900 35 231825 1259 1251 IL-47 MINOR ARTERIAL 320 2 12 1 1900 35 231826 1260 400 IL-47 MINOR ARTERIAL 333 2 12 1 1750 35 23Dresden Generating Station K-127 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up-~~ Don Lae Soudr Flw Fo1827 1260 401 IL-47 MINOR ARTERIAL 349 2 21 1750 35 231828 1260 635 CHAPIN ST COLLECTOR 602 1 12 1 1750 30 231829 1261 636 LIBERT ST COLLECTOR 2226 1 12 1 1750 30 231830 1261 643 W HIGH ST COLLECTOR 1180 1 12 1 1350 30 231831 1262 640 LISBON ST COLLECTOR 361 1 10 0 1350 30 23183212631264E HIGH STCOLLECTOR 6571121135030231833 1264 616 E HIGH ST COLLECTOR 674 1 12 1 1750 30 231834 1265 629 CR-2 COLLECTOR 2712 1 12 4 1700 45 231835 1266 631 OLD STAGE RD COLLECTOR 772 1 12 1 1700 45 221836 1266 1281 CR-2 COLLECTOR 3360 1 12 2 1700 50 221837 1267 623 EDGEWATER DR COLLECTOR 805 1 12 0 1750 30 221838 1268 622 LAKEWOOD DR COLLECTOR 1488 1 12 1 1750 30 231839 1269 621 UNION ST COLLECTOR 3420 1 12 2 1750 30 231840 1271 617 US-6 MINOR ARTERIAL 406 2 12 1 1750 35 231841 1271 619 US-6 COLLECTOR 1410 1 12 1 1750 35 231842 1272 1273 GEORGE STREET COLLECTOR 1052 1 12 0 1350 30 231843 1272 1274 GEORGE STREET COLLECTOR 616 1 12 0 1350 30 231844 1273 618 GEORGE STREET COLLECTOR 434 1 12 0 1750 30 231845 1273 1272 GEORGE STREET COLLECTOR 1052 1 12 0 1350 30 231846 1274 647 CR-27 COLLECTOR 1470 1 12 4 1575 35 231847 1274 1272 GEORGE STREET COLLECTOR 616 1 12 0 1350 30 231848 1275 383 GREEN ACRES DR COLLECTOR 812 1 12 1 1750 25 231849 1276 383 US-6 COLLECTOR 668 1 12 2 1750 45 23K-128 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-128KLD Engineering, P.C.Rev. 0 1850 1277 1276 SHOPPING CENTER COLLECTOR 552 1 1212750 25231851 1278 382 SHOPPING CENTER COLLECTOR 765 1 12 1 1750 25 231852 1279 1280 GORE RD COLLECTOR 5149 1 11 0 1750 35 221853 1280 648 SARATOGA RD COLLECTOR 5378 1 11 0 1750 45 221854 1281 648 CR-2 COLLECTOR 5286 1 12 2 1750 50 221855 1281 1266 CR-2 COLLECTOR 3360 1 12 2 1750 50 221856 1281 1302 STOCKDALE RD LOCAL ROADWAY 10512 1 11 0 1700 45 221857 1282 381 US-6 COLLECTOR 1681 1 12 2 1700 45 231858 1284 374 TABLER RD COLLECTOR 2623 1 11 0 1700 50 181859 1284 657 TABLER RD COLLECTOR 2816 1 11 0 1700 50 181860 1285 683 CR-27 COLLECTOR 543 1 12 2 1750 40 161861 1286 1287 CR-27 COLLECTOR 9955 1 12 4 1700 50 161862 1287 1288 CR-27 COLLECTOR 2603 1 12 1 1700 40 161863 1288 1289 CR-27 COLLECTOR 637 1 12 0 1575 35 161864 1289 1290 CR-27 COLLECTOR 708 1 12 0 1575 35 161865 1290 110 CR-27 COLLECTOR 2203 1 12 0 1700 40 161866 1291 644 GUN CLUB RD COLLECTOR 6529 1 12 0 1700 45 241867 1292 105 US-52 COLLECTOR 7961 1 12 1 1750 60 171868 1293 1292 ASHLEY RD LOCAL ROADWAY 13399 1 10 0 1750 50 171869 1294 1293 ASHLEY RD LOCAL ROADWAY 5269 1 10 0 1700 50 171870 1295 1046 GORE RD COLLECTOR 683 1 12 1 1575 35 231871 1295 1296 GORE RD COLLECTOR 1242 1 12 1 1750 35 231872 1296 1295 GORE RD COLLECTOR 1242 1 12 1 1700 35 23Dresden Generating StationEvacuation Time EstimateK-129KLD Engineering, P.C.Rev. 0 U- Down -L________________________

..S anei ASho le Flo FlowStrea Strea Legt No. of Widt Sit Rat Spe Gri187312961297GORE RDCOLLECTOR 7481121135035231874 1297 1296 GORE RD COLLECTOR 748 1 12 1 1750 35 231875 1297 1300 GORE RD COLLECTOR 800 1 12 1 1350 35 231876 1299 1296 MENARDS SHOP CTR LOCAL ROADWAY 666 1 12 0 1750 25 231877 1300 398 GORE RD COLLECTOR 1320 1 12 1 1750 35 231878 1300 1297 GORE RD COLLECTOR 801 1 12 1 1575 35 231879 1301 1300 MENARDS SHOP CTR LOCAL ROADWAY 565 1 12 0 1125 25 231880 1302 1303 NETTLE SCHOOL RD LOCAL ROADWAY 543 1 11 0 1700 45 221881 1303 1304 W BLUFF RD LOCAL ROADWAY 3564 1 11 0 1700 50 221882 1304 1305 W BLUFF RD LOCAL ROADWAY 3744 1 11 0 1700 50 221883 1305 895 W BLUFF RD LOCAL ROADWAY 4502 1 11 0 1700 50 221884 1307 403 IL-47 MINOR ARTERIAL 532 2 12 4 1750 45 231885 1307 404 IL-47 MINOR ARTERIAL 4422 2 12 4 1750 45 291886 1308 494 S CARBON HILL RD COLLECTOR 5526 1 11 0 1750 50 301887 1308 496 S CARBON HILL RD COLLECTOR 5052 1 11 0 1750 50 301888 1309 405 E SOUTHMOR RD COLLECTOR 7932 1 12 0 1750 40 291889 1310 405 IL-47 MINOR ARTERIAL 1836 2 12 4 1750 45 291890 1310 406 IL-47 COLLECTOR 8723 1 12 2 1700 60 291891 1311 430 CR-9 COLLECTOR 2634 1 .12 2 1700 60 291892 1312 1018 IL-47 MINOR ARTERIAL 1273 2 12 8 1900 50 351893 1314 1315 LORENZO RD COLLECTOR 1165 1 12 1 1700 45 251894 1315 1492 LORENZO RD MINOR ARTERIAL 2137 2 12 1 1750 60 251895 1316 1317 CR-8000 E LOCAL ROADWAY 6549 1 12 1 1700 50 24Dresden Generating StationEvacuation Time EstimateK-130KLD Engineering, P.C.Rev. 0 Up Don Lae Soudr Flw Fo1896 1317 412 CR-8000 E LOCAL ROADWAY 8731 1 22 1700 55241897 1318 1221 S BELL RD LOCAL ROADWAY 1239 1 12 0 1575 35 181898 1319 1318 S BELL RD LOCAL ROADWAY 1491 1 12 0 1575 35 241899 1320 1009 IL-47 MINOR ARTERIAL 1178 2 12 8 1900 55 351900 1321 1320 E NORTHBROOK DR COLLECTOR 614 1 12 0 1750 30 351901 1322 1320 W NORTHBROOK DR COLLECTOR 429 1 12 0 1750 30 351902 1323 1016 IL-47 COLLECTOR 1410 1 12 2 1700 40 411903 1325 30 1-55 ON-RAMP FROM CR-44 FREEWAY RAMP 483 1 14 6 1350 30 251-55 OFF-RAMP TO ARSENAL1904 1326 1327 RD FREEWAY RM 852 2 12 6 1900 50 25RD FREEWAY RAMP1905132713281-5:3 LUrr-rKfi r 1 U Mr'..)CJ/-L RD1186212619005025FREEWAY RAMP1-55 OFF-RAMP TO ARSENAL1906 1328 1329 RD FREEWAY RM 868 2 12 6 1900 45 25RD FREEWAY RAMP1-55 OFF-RAMP TO ARSENAL1907 1329 1330 RD FREEWAY RM 967 2 12 6 1900 50 25RD FREEWAY RAMP1-55 OFF-RAMP TO ARSENAL1908 1330 605 RD FREEWAY RM 612 2 12 6 1900 55 25RD FREEWAY RAMP1909 1331 29 1-55 FREEWAY 7675 2 12 10 2250 75 251910 1331 1336 1-55 FREEWAY 6781 2 12 10 2250 75 251-55 SB ON-RAMP FROM W1911 1332 1336 FRONTAGR FE A M 1558 1 15 6 1700 50 25FRONTAGE RD FREEWAY RAMP1912 1332 1342 W FRONTAGE RD COLLECTOR 1226 1 12 4 1700 50 251913 1332 1343 S FRONTAGE RD COLLECTOR 353 1 12 3 1125 25 251914 1333 1343 S FRONTAGE RD COLLECTOR 2689 1 12 3 1700 50 25Dresden Generating StationEvacuation Time EstimateK-131KLD Engineering, P.C.Rev. 0 1915 1333 1351 S FRONTAGE RD COLLECTOR 1076 1 23 1700 50251916 1334 1337 E FRONTAGE RD COLLECTOR 514 1 12 4 1700 50 251917 1335 1340 E FRONTAGE RD COLLECTOR 836 1 12 4 1700 50 251918 1336 28 1-55 FREEWAY 1924 2 12 10 2250 70 251919 1336 1331 1-55 FREEWAY 6781 2 12 10 2250 75 251-55 NB OFF-RAMP TO1920 1336 1341 ARSENA RFEARAMP 845 1 15 6 1700 50 25ARSENAL RD FREEWAY RAMP1921 1337 1338 E FRONTAGE RD COLLECTOR 866 1 12 4 1700 50 251922 1338 1339 E FRONTAGE RD COLLECTOR 766 1 12 4 1700 50 251923 1339 605 E FRONTAGE RD COLLECTOR 318 1 12 4 1700 50 251924 1340 1334 E FRONTAGE RD COLLECTOR 704 1 12 4 1700 50 251-55 NB OFF-RAMP TO1925 1341 1350 ARSENA RFEARAMP 372 1 15 6 1700 50 25ARSENAL RD FREEWAY RAMP1926 1342 608 W FRONTAGE RD COLLECTOR 933 1 12 4 1700 50 251927 1342 1332 W FRONTAGE RD COLLECTOR 1223 1 12 4 1700 50 251928 1343 1332 S FRONTAGE RD COLLECTOR 360 1 12 3 1125 25 251929 1343 1333 S FRONTAGE RD COLLECTOR 2684 1 12 3 1700 50 251930 1344 573 ARSENAL RD MINOR ARTERIAL 841 2 12 6 1900 50 191931 1344 606 ARSENAL RD MINOR ARTERIAL 1472 2 12 2 1900 55 191932 1344 1345 W FRONTAGE RD COLLECTOR 686 1 12 3 1700 50 191933 1345 1344 W FRONTAGE RD COLLECTOR 686 2 12 3 1750 50 191934 1345 1346 W FRONTAGE RD COLLECTOR 482 1 12 3 1700 45 191935 1346 607 W FRONTAGE RD COLLECTOR 939 1 12 4 1700 50 191936 1346 1345 W FRONTAGE RD COLLECTOR 479 1 12 3 1700 45 19Dresden Generating StationEvacuation Time EstimateK-132KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl)

(mph) Number1937134713481-55 NB ON-RAMP FROMARSENAL RD785115617004525FREEWAY RAMP1-55 NB ON-RAMP FROM1938 1348 1349 ARSENA RD FREA 1034 1 15 6 1700 45 25ARSENAL RD FREEWAY RAMP1939 1349 28 1-55 NBON-RAMP FROM 723 1 15 6 1700 45 25ARSENAL RD FREEWAY RAMP1-55 NB OFF-RAMP TO1940 1350 1328 ARSENA RFEARAMP 424 1 15 6 1700 50 25ARSENAL RD FREEWAY RAMP1941 1351 609 S FRONTAGE RD COLLECTOR 3423 1 12 0 1700 60 251942 1351 1333 S FRONTAGE RD COLLECTOR 1076 1 12 3 1700 50 251943 1352 1353 S FRONTAGE RD COLLECTOR 2650 1 12 0 1700 50 191944 1353 675 S FRONTAGE RD COLLECTOR 824 1 12 0 1700 50 191945 1354 905 E FRONTAGE RD COLLECTOR 843 1 12 0 1700 50 191946 1355 20 1-55 FREEWAY 5138 3 12 10 2250 75 191947 1355 21 1-55 FREEWAY 4109 2 12 10 2250 75 191948 1356 606 EXXONMOBIL ACCESS COLLECTOR 857 1 12 1 1125 25 251949 1357 1358 EXXONMOBIL ACCESS COLLECTOR 786 1 12 2 1350 30 251950 1358 605 ARSENAL RD MINOR ARTERIAL 1507 2 12 2 1900 60 251951 1358 1359 ARSENAL RD MINOR ARTERIAL 862 2 12 0 1900 60 251952 1359 606 ARSENAL RD COLLECTOR 800 1 12 0 1700 55 251953 1359 1358 ARSENAL RD MINOR ARTERIAL 862 2 12 2 1900 60 251954 1360 1362 CR-117 MINOR ARTERIAL 4769 2 12 8 1900 55 191955 1361 1360 EXXONMOBIL ACCESS COLLECTOR 511 1 15 0 1125 25 191956 1362 574 CR-117 MINOR ARTERIAL 5251 2 12 8 1750 60 19Dresden Generating StationEvacuation Time EstimateK-133KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpI)

(mph) Numberý119571363570CR-117COLLECTOR 42801120175055201958 1364 1540 SMITH RD COLLECTOR 2506 1 12 0 1700 60 211959 1365 867 S GOUGAR RD COLLECTOR 3929 1 12 0 1575 35 211960 1366 1364 SMITH RD COLLECTOR 4706 1 15 0 1700 50 211961 1367 865 S GOUGAR RD COLLECTOR 416 1 10 0 1700 45 211962 1368 864 US-52 COLLECTOR 2839 1 12 0 1700 60 211963 1368 865 US-52 COLLECTOR 2519 1 12 0 1700 60 211964 1369 871 US-52 COLLECTOR 2568 1 12 1 1575 35 211965 1369 872 US-52 COLLECTOR 5653 1 12 1 1700 60 271966 1370 877 W NORTH ST COLLECTOR 2682 1 12 0 1700 50 211967 1371 861 W DELANEY RD LOCAL ROADWAY 1146 1 11" 0 1700 50 201968 1372 858 CR-74 COLLECTOR 5323 1 12 2 1750 60 211969 1373 1372 CHERRY HILL RD LOCAL ROADWAY 1180 1 12 1 1750 40 201970 1374 1372 CHERRY HILL RD LOCAL ROADWAY 1345 1 12 1 1750 40 201971 1375 797 MILLS RD LOCAL ROADWAY 642 1 12 0 1750 25 201972 1376 868 S RIDGE RD LOCAL ROADWAY 5249 1 9 0 1700 50 201973 1377 801 CENTERPOINT WAY MINOR ARTERIAL 1071 2 12 0 1900 50 191974 1378 1377 CENTERPOINT WAY MINOR ARTERIAL 1054 2 12 0 1750 50 191975 1379 1378 CENTERPOINT WAY MINOR ARTERIAL 1213 2 12 0 1900 45 191976 1380 807 CENTERPOINT WAY COLLECTOR 5161 1 12 0 1700 50 201977 1381 1380 CENTERPOINT WAY COLLECTOR 1438 1 12 0 1750 50 201978 1382 800 CENTERPOINT WAY LOCAL ROADWAY 1280 1 12 0 1750 45 191979 1383 1377 LOGISTRICS DR LOCAL ROADWAY 807 1 12 0 1750 25 19K-134 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-134KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (pcphpI)

(mph) Number! BASELINE RD 0 6 .1981 1385 568 W MISSISSIPPI AVE LOCAL ROADWAY 1613 1 12 0 1575 35 261982 1385 1387 S ST LOUIS ST LOCAL ROADWAY 632 1 12 0 1350 30 261983 1386 583 N CHICAGO ST LOCAL ROADWAY 1526 1 12 0 1350 30 261984 1387 568 IL-53 MINOR ARTERIAL 1482 2 12 4 1900 55 261985 1388 578 KANKAKEE ST MINOR ARTERIAL 650 2 12 1 1900 50 251986 1389 600 WALTER STRAWN DR COLLECTOR 3369 1 12 1 1700 50 261987 1390 883 US-52 COLLECTOR 10723 1 12 1 1700 60 271988 1391 562 E KANKAKEE RIVER DR LOCAL ROADWAY 2530 1 11 1 1750 45 251989 1392 560 IL-53 MINOR ARTERIAL 952 2 12 4 1900 55 251990 1392 561 IL-53 COLLECTOR 1710 1 12 4 1750 55 251991 1393 557 HOFF RD COLLECTOR 3616 1 15 0 1750 50 261992 1394 563 IL-53 COLLECTOR 879 1 12 3 1575 35 321993 1394 1395 IL-53 COLLECTOR 1284 1 12 3 1575 35 311994 1395 531 IL-53 COLLECTOR 1902 1 14 0 1575 35 311995 1395 1394 IL-53 COLLECTOR 1283 1 12 3 1575 35 311996 1396 531 N KANKAKEE ST COLLECTOR 352 1 12 0 1350 30 311997 1396 1397 N KANKAKEE ST COLLECTOR 303 1 12 0 1350 30 311998 1397 567 N KANKAKEE ST COLLECTOR 956 1 12 0 1350 35 311999 1397 1396 N KANKAKEE ST COLLECTOR 303 1 12 0 1350 30 312000 1398 530 N WATER ST LOCAL ROADWAY 1573 1 12 0 1750 35 312001 1398 567 CHICAGO ST LOCAL ROADWAY 639 1 12 0 1575 35 252002 1399 566 N KANKAKEE ST COLLECTOR 2042 1 12 0 1575 35 25Dresden Generating StationEvacuation Time EstimateK-135KLD Engineering, P.C.Rev. 0 Strea Strea Lengt No of Wit Wit Rat Spe Gri20031399567N KANKAKEE STCOLLECTOR 26631120157535252004 1400 529 W KAHLER RD COLLECTOR 2314 1 12 0 1750 35 312005 1401 519 IL-102 COLLECTOR 2224 1 12 1 1700 55 322006 1402 1403 IL-102 COLLECTOR 3129 1 12 1 1700 55 322007 1403 970 IL-102 COLLECTOR 4883 1 12 1 1700 55 322008 1404 1503 IL-113 COLLECTOR 1005 1 12 1 1700 60 382009 1405 971 IL-113 COLLECTOR 3888 1 12 1 1700 60 382010 1407 532 N 1ST ST COLLECTOR 1608 1 12 0 1750 35 312011 1408 533 W RIVER RD COLLECTOR 2379 1 12 2 1700 50 312012 1408 596 W RIVER RD COLLECTOR 2939 1 12 2 1700 60 312013 1409 447 IL-53 COLLECTOR 6053 1 12 1 1700 60 312014 1409 1445 IL-53 COLLECTOR 1374 1 12 1 1700 40 312015 1410 438 S BERTA RD LOCAL ROADWAY 1251 1 12 0 1750 35 302016 1411 439 IL-113 COLLECTOR 795 1 13 0 1750 35 302017 1412 1411 GARFIELD ST LOCAL ROADWAY 888 1 12 0 1750 30 302018 1413 439 BROADWAY ST LOCAL ROADWAY 2667 1 12 0 1750 30 302019 1414 440 IL-113 COLLECTOR 2822 1 13 0 1750 45 302020 1415 503 WHITETIE RD LOCAL ROADWAY 7873 1 10 0 1700 50 302021 1416 1415 WHITETIE RD LOCAL ROADWAY 2677 1 10 0 1700 45 302022 1417 1001 CR-17 COLLECTOR 1233 1 12 8 1575 35 412023 1418 1030 CR-28 COLLECTOR 14800 1 11 0 1700 60 452024 1419 1029 IL-115 COLLECTOR 2005 1 12 1 1700 45 442025 1420 1031 CR-12 COLLECTOR 5299 1 12 0 1700 40 44Dresden Generating StationEvacuation Time EstimateK-136KLD Engineering, P.C.Rev. 0 Up-~~~~~

Don Lan Shudr Flw Fo2026 1422 1423 CR-3 COLLECTOR 2154 1 10 1700 60422027 1423 1424 CR-3 COLLECTOR 1092 1 11 0 1700 45 422028 1424 999 CR-3 COLLECTOR 2509 1 11 0 1700 60 422029 1425 464 CR-15 COLLECTOR 2643 1 10 0 1700 50 36203014261425CR-15COLLECTOR 51291120170055362031 1427 1426 CR-15 COLLECTOR 1834 1 12 0 1575 35 362032 1428 995 IL-17 COLLECTOR 1580 1 12 1 1700 55 372033 1429 1428 CR-31 COLLECTOR 10709 1 10 0 1700 50 372034 1430 887 CR-41 COLLECTOR 11052 1 11 0 1700 60 372035 1431 411 CR-29 COLLECTOR 15633 1 12 1 1700 60 352036 1432 409 REED RD COLLECTOR 4572 1 10 1 1700 45 292037 1433 495 REED RD COLLECTOR 4885 1 10 1 1750 50 302038 1434 1433 REED RD COLLECTOR 1298 1 10 1 1350 30 302039 1435 1434 REED RD COLLECTOR 1847 1 10 1 1700 50 302040 1436 1435 REED RD COLLECTOR 5326 1 10 1 1700 50 302041 1437 411 IL-47 COLLECTOR 10553 1 12 1 1700 60 352042 1438 489 US-66 COLLECTOR 2595 1 11 0 1750 50 362043 1439 480 BRAIDWOOD PLANT ACCESS LOCAL ROADWAY 924 1 16 0 1125 25 312044 1440 487 US-66 COLLECTOR 1998 1 11 0 1700 60 312045 1440 1442 US-66 COLLECTOR 3945 1 11 0 1700 50 312046 1442 476 US-66 COLLECTOR 2159 1 11 0 1750 50 312047 1442 1440 US-66 COLLECTOR 3945 1 11 0 1700 50 312048 1443 429 IL-129 COLLECTOR 1843 1 12 1 1700 60 31Dresden Generating StationEvacuation Time EstimateK-137KLD Engineering, P.C.Rev. 0 Up-~~ Don ae SoleSlw FoStra Stra Legt No.fWit idh Rt Sped Gi2049 1443 446 IL-129 COLLECTOR 5306 1 21 1750 60 312050 1445 533 IL-53 COLLECTOR 421 1 12 1 1700 40 312051 1445 1409 IL-53 COLLECTOR 1361 1 12 1 1700 40 312052 1446 1445 W STRIP MINE RD LOCAL ROADWAY 316 1 11 0 1700 55 312053 1447 1446 W STRIP MINE RD LOCAL ROADWAY 3911 1 11 0 1700 55 312054 1448 423 WILL RD LOCAL ROADWAY 7949 1 11 3 1750 45 242055 1449 614 WILL RD LOCAL ROADWAY 2688 1 11 0 1700 45 242056 1450 1451 CR-5000 E LOCAL ROADWAY 1378 1 10 0 1125 25 242057 1451 501 CR-5000 E LOCAL ROADWAY 5692 1 10 0 1700 45 242058 1452 596 COAL CITY RD LOCAL ROADWAY 3419 1 10 0 1700 45 312059 1453 510 IL-113 COLLECTOR 4051 1 12 1 1700 60 312060 1454 508 E REED ST LOCAL ROADWAY 1658 1 12 0 1700 35 312061 1455 472 CR-28 COLLECTOR 6808 1 10 0 1700 60 312062 1456 472 COUNTY LINE RD LOCAL ROADWAY 5255 1 9 0 1700 45 372063 1457 473 CR-41 COLLECTOR 3783 1 11 0 1700 45 372064 1458 1459 CR-6 COLLECTOR 1229 1 12 0 1700 40 382065 1459 1461 CR-6 COLLECTOR 1228 1 12 0 1350 30 382066 1460 1024 CR-6 COLLECTOR 10671 1 11 0 1700 50 382067 1461 1460 CR-6 COLLECTOR 1408 1 12 0 1700 40 382068 1462 516 IL-113 COLLECTOR 5213 1 12 1 1700 60 322069 1464 1507 CR-13 COLLECTOR 1110 1 11 0 1700 40 282070 1465 704 IL-71 COLLECTOR 2946 1 12 1 1750 60 12071 1465 1475 IL-71 COLLECTOR 1948 1 12 1 1700 50 1Dresden Generating Station K-138 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 2072 1466 707 IL-126 COLLECTOR 1886 1 22 1750 45 12073 1467 1468 IL-47 COLLECTOR 1373 1 12 1 1700 40 12074 1468 1469 IL-47 COLLECTOR 433 1 12 0 1275 40 12075 1468 1472 RIVER ST LOCAL ROADWAY 369 1 11 0 1700 40 120761470708E FOX STLOCAL ROADWAY658110017503512077 1471 1467 E VAN EMMON ST LOCAL ROADWAY 843 1 12 0 1750 35 12078 1472 1473 RIVER ST LOCAL ROADWAY 2309 1 11 0 1700 50 12079 1474 705 FOUNTAINVIEW DRIVE LOCAL ROADWAY 863 1 11 0 1750 25 12080 1475 703 IL-71 COLLECTOR 1158 1 12 10 1750 50 12081 1475 1465 IL-71 COLLECTOR 1948 1 12 1 1700 50 12082 1476 710 IL-71 COLLECTOR 3627 1 12 3 1700 50 12083 1484 858 CR-87 COLLECTOR 1807 1 11 0 1750 50 212084 1492 425 LORENZO RD MINOR ARTERIAL 1652 2 12 1 1900 60 252085 1493 1492 RIDGEPORT LOGISTIC CTR RD COLLECTOR 1194 1 16 0 1750 30 252086 1494 1495 CR-36 COLLECTOR 1419 1 12 1 1700 50 82087 1495 1496 CR-36 COLLECTOR 2168 1 12 1 1750 50 82088 1496 1497 IL-7 COLLECTOR 1944 1 12 10 1700 50 92089 1496 1498 IL-53 MINOR ARTERIAL 1884 2 12 2 1425 50 82090 1497 1550 IL-7 COLLECTOR 3286 1 12 10 1750 50 92091 1499 1500 W 5000 N RD LOCAL ROADWAY 852 1 9 0 1700 45 382092 1500 1501 W 5000 N RD LOCAL ROADWAY 1282 1 9 0 1700 45 382093 1501 1502 CR-47 COLLECTOR 5657 1 10 0 1700 55 382094 1502 1503 CR-47 COLLECTOR 1609 1 10 0 1700 55 38K-139 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-139KLD Engineering, P.C.Rev. 0 2095 1503 1405 IL-113 COLLECTOR 1638 1 21 1700 60 382096 1504 1499 W 5000 N RD LOCAL ROADWAY 1620 1 9 0 1700 50 382097 1505 1504 W 5000 N RD LOCAL ROADWAY 2079 1 9 0 1700 50 382098 1506 1505 W 5000 N RD LOCAL ROADWAY 5425 1 8 0 1700 50 382099 1507 1508 CR-13 COLLECTOR 1115 1 11 0 1700 45 282100 1508 1509 CR-13 COLLECTOR 955 1 11 0 1700 40 282101 1509 1510 CR-13 COLLECTOR 7403 1 11 0 1700 60 282102 1510 432 CR-13 COLLECTOR 5239 1 11 0 1700 60 282103 1512 162 HICKORY ST COLLECTOR 225 1 12 4 1750 35 132104 1513 794 IL-53 COLLECTOR 192 1 12 4 1575 30 202105 1513 928 IL-53 MAJOR ARTERIAL 553 3 12 4 1750 30 202106 1514 928 1-80 OFF-RAMP TO IL-53 FREEWAY RAMP 197 2 12 4 1750 30 202107 1515 304 COLORADO AVE MINOR ARTERIAL 459 2 12 4 1900 40 72108 1515 306 COLORADO AVE LOCAL ROADWAY 248 1 12 4 1700 40 72109 1516 297 RING RD LOCAL ROADWAY 221 1 12 4 1700 40 72110 1517 691 CR-8 COLLECTOR 7852 1 11 0 1700 55 42111 1518 363 HOLLYWOD RD COLLECTOR 2693 1 12 4 1750 45 192112 1518 953 HOLLYWOD RD MINOR ARTERIAL 990 2 12 8 1750 45 192113 1519 736 CR-23 MINOR ARTERIAL 2776 2 12 0 1750 50 102114 1520 237 US-6 COLLECTOR 334 1 12 0 1750 30 142115 1521 235 DRIVEWAY COLLECTOR 229 1 12 0 1750 30 132116 1522 234 JACKSON ST MINOR ARTERIAL 284 2 12 4 1750 45 132117 1523 1522 N OTTAWA ST COLLECTOR 210 1 12 0 1750 30 13K-140 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-140KLD Engineering, P.C.Rev. 0 2118 1524 1082 MIDLAND AVE COLLECTOR 350 1 24 1750 35122119 1525 347 MCDONOUGH ST MINOR ARTERIAL 534 2 12 4 1750 45 122120 1526 934 CATERPILLAR DR COLLECTOR 456 1 12 4 1750 35 112121 1526 1527 CATERPILLAR DR MINOR ARTERIAL 1821 2 12 4 1900 35 112122 1527 127 CATERPILLAR DR COLLECTOR 335 1 12 4 1750 35 112123 1527 1526 CATERPILLAR DR MINOR ARTERIAL 1820 2 12 4 1900 35 112124 1528 123 HOUBOLT RD COLLECTOR 492 1 12 4 1750 45 112125 1529 344 IL-7 MINOR ARTERIAL 2437 2 12 4 1750 45 202126 1529 367 IL-7 COLLECTOR 333 1 12 4 1750 45 202127 1530 620 DRIVEWAY COLLECTOR 261 1 12 0 1750 30 232128 1531 1533 CR-11 MINOR ARTERIAL 952 2 12 1 1750 50 182129 1532 1531 BOB BLAIR RD COLLECTOR 820 1 12 0 1750 35 182130 1533 534 CR-11 MINOR ARTERIAL 614 2 12 1 1750 50 182131 1534 1533 GRAINGER WAY MINOR ARTERIAL 821 2 12 0 1750 45 182132 1535 1536 S WILL RD LOCAL ROADWAY 3277 1 12 4 1575 35 312133 1536 437 S WILL RD LOCAL ROADWAY 5237 1 12 4 1750 35 312134 1537 66 1-80 FREEWAY 8748 2 12 10 2250 70 222135 1537 1538 1-80 FREEWAY 10627 2 12 10 2250 70 222136 1538 67 1-80 FREEWAY 10015 2 12 10 2250 70 222137 1538 1537 1-80 FREEWAY 10627 2 12 10 2250 70 222138 1541 1544 US-6 MINOR ARTERIAL 1184 2 12 8 1900 60 152139 1542 1543 US-6 COLLECTOR 2821 1 12 1 1275 55 152140 1544 1542 US-6 COLLECTOR 5441 1 12 1 1700 60 15Dresden Generating StationEvacuation Time EstimateK-141KLD Engineering, P.C.Rev. 0 2141 1545 1541 CR-4 COLLECTOR 783 1 28 1750 555i2142 1546 775 US-6 MINOR ARTERIAL 1700 2 12 4 1750 45 152143 1547 1546 SILVER CROSS BLVD COLLECTOR 1025 1 12 0 1750 40 152144 1548 775 CEDAR CROSSINGS DR COLLECTOR 1035 1 12 0 1750 35 152145 1549 1546 US-6 COLLECTOR 5224 1 12 4 1750 45 152146 1550 1557 IL-171 MINOR ARTERIAL 1554 2 12 1 1900 30 92147 1550 1561 IL-7 COLLECTOR 467 1 12 0 1750 30 92148 1551 1552 IL-171 MINOR ARTERIAL 2745 2 12 1 1900 45 142149 1552 1553 IL-171 MINOR ARTERIAL 4022 2 12 1 1900 45 92150 1553 1569 IL-171 MINOR ARTERIAL 1790 2 12 1 1750 40 92151 1554 1555 IL-7 COLLECTOR 1298 1 12 0 1350 30 92152 1555 1565 IL-7 COLLECTOR 974 1 12 0 1750 40 92153 1556 1563 IL-171 MINOR ARTERIAL 902 2 12 1 1750 30 92154 1557 1558 IL-171 MINOR ARTERIAL 1240 2 12 1 1750 35 92155 1558 1568 IL-171 MINOR ARTERIAL 3106 2 12 1 1900 40 92156 1559 1558 2ND ST LOCAL ROADWAY 886 1 12 0 1750 30 92157 1560 1603 IL-171 COLLECTOR 5556 1 12 1 1750 40 32158 1561 1554 IL-7 COLLECTOR 1295 1 12 0 1750 30 92159 1562 1561 HAMILTON ST LOCAL ROADWAY 442 1 12 0 1750 30 92160 1562 1563 10TH ST LOCAL ROADWAY 465 1 12 0 1750 30 92161 1563 1550 IL-171 MINOR ARTERIAL 418 2 12 1 1750 30 92162 1564 1554 MADISON ST LOCAL ROADWAY 431 1 12 0 1750 30 92163 1565 1567 IL-7 COLLECTOR 2463 1 12 0 1750 40 9K-142 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-142KLD Engineering, P.C.Rev. 0 2164 1566 1565 7TH ST LOCAL ROADWAY 853 1 20 1750 3592165 1567 1589 IL-7 COLLECTOR 3687 1 12 4 1750 40 92166 1568 1560 IL-171 COLLECTOR 3632 1 12 1 1750 40 92167 1569 1556 IL-171 MINOR ARTERIAL 1387 2 12 1 1900 40 92168 1570 1569 DIVISION ST COLLECTOR 879 1 12 0 1750 35 91-55 ON-RAMP FROM2169 1571 1572 LOREN-RD FREA 374 1 14 6 1700 45 25LORENZO RD FREEWAY RAMP1-55 ON-RAMP FROM2170 1572 31 L-REN-RD FREA 796 1 14 6 1700 45 25LORENZO RD FREEWAY RAMP2171 1573 346 IL-7 MINOR ARTERIAL 391 1 12 1 1700 40 202172 1573 347 IL-7 MINOR ARTERIAL 1258 2 12 1 1750 40 202173 1574 263 1-80 FREEWAY 1562 3 12 8 2250 70 152174 1575 1208 CR-3 COLLECTOR 2908 1 12 0 1750 55 182175 1576 1280 SARATOGA RD COLLECTOR 1282 1 11 0 1750 50 222176 1577 1294 CR-3 COLLECTOR 5338 1 12 0 1750 55 172177 1578 1443 W STRIP MINE RD LOCAL ROADWAY 1608 1 11 0 1750 55 312178 1579 496 CR-9 COLLECTOR 3212 1 11 1 1750 55 302179 1580 495 TYNAN RD LOCAL ROADWAY 1593 1 10 0 1750 50 292180 1581 577 5 BRANDON RD LOCAL ROADWAY 897 1 10 0 1750 50 202181 1582 809 BRANDON RD COLLECTOR 1835 1 12 1 1750 45 202182 1583 1380 SCHWEISER RD LOCAL ROADWAY 3534 1 12 0 1750 55 202183 1584 584 CHICAGO RD COLLECTOR 2955 1 11 0 1750 55 262184 1585 1070 RAYNOR AVE LOCAL ROADWAY 2154 1 12 4 1575 35 122185 1586 1587 1-355 FREEWAY 2597 3 12 8 2250 70 15K-143 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-143KLD Engineering, P.C.Rev. 0 Up Down Lan Shole Flo FlowStem SramLnt o of Wit Wit Rat Speed Gri2186 1586 1591 1-355 OFF-RAMP TO IL-7 FREEWAY RAMP 1307 1 12 4 1750 35 152187 1586 1599 1-355 FREEWAY 3987 3 12 8 2250 70 152188 1587 1586 1-355 FREEWAY 2597 3 12 8 2250 70 152189 1587 1588 1-355 FREEWAY 13427 3 12 8 2250 70 152190 1587 1592 1-355 OFF-RAMP TO IL-7 FREEWAY RAMP 1358 1 12 4 1750 35 152191 1588 267 1-355 FREEWAY 3902 3 12 8 2250 70 152192 1588 1587 1-355 FREEWAY 13427 3 12 8 2250 70 152193 1589 1590 IL-7 COLLECTOR 1423 2 12 4 1750 40 92194 1590 1591 IL-7 COLLECTOR 2456 2 12 4 1750 40 92195 1591 1587 1-355 ON-RAMP FROM IL-7 FREEWAY RAMP 1372 1 12 4 1700 40 152196 1591 1592 IL-7 COLLECTOR 667 2 12 4 1750 40 152197 1592 1586 1-355 ON-RAMP FROM IL-7 FREEWAY RAMP 1326 1 12 4 1700 45 152198 1592 1593 IL-7 COLLECTOR 831 2 12 4 1750 40 152199 1593 1594 IL-7 COLLECTOR 2387 2 12 4 1700 40 152200 1595 1567 LOCH LN LOCAL ROADWAY 1386 1 12 4 1750 35 92201 1596 1560 W 151ST ST LOCAL ROADWAY 3947 1 12 1 1750 35 92202 1596 1589 N FARRELL RD LOCAL ROADWAY 5252 1 12 4 1750 35 92203 1597 1590 ADELMANN DR LOCAL ROADWAY 1288 1 12 4 1750 35 92204 1598 1593 GOUGAR RD LOCAL ROADWAY 1331 1 12 4 1750 35 152205 1599 1586 1-355 FREEWAY 3950 3 12 8 2250 70 152206 1599 1600 1-355 FREEWAY 5485 3 12 8 2250 70 32207 1600 1599 1-355 FREEWAY 5402 3 12 8 2250 70 32208 1600 1601 1-355 FREEWAY 4122 3 12 8 2250 70 3Dresden Generating StationEvacuation Time EstimateK-144KLD Engineering, P.C.Rev. 0 Up- Dow- Lane Shule Flo Flow2209 1601 268 1-355 FREEWAY 2518 3 12 8 2250 70 32210 1601 1600 1-355 FREEWAY 4122 3 12 8 2250 70 32211 1601 1604 1-355 OFF-RAMP TO IL-171 FREEWAY RAMP 1719 1 12 1 1750 40 32212 1602 1604 IL-171 COLLECTOR 3360 2 12 1 1750 40 32213 1603 1602 IL-171 COLLECTOR 2296 1 12 1 1750 40 32214 1604 1605 IL-171 COLLECTOR 877 2 12 1 1750 40 32215 1605 1601 1-355 ON-RAMP FROM IL-171 FREEWAY RAMP 1132 1 12 1 1700 40 32216 1605 1607 IL-171 COLLECTOR 1111 2 12 1 1900 40 32217 1606 1605 1-355 ON-RAMP FROM IL-171 FREEWAY RAMP 1111 1 12 1 1750 40 32218 1608 1602 143RD ST LOCAL ROADWAY 1466 1 12 1 1750 35 32219 1609 1603 SMITH RD LOCAL ROADWAY 1504 1 12 1 1750 35 32220 1610 456 CR-29 COLLECTOR 1645 1 12 0 1750 35 362221 8003 3 1-55 FREEWAY 5035 3 12 10 2250 75 22222 8043 1036 1-55 FREEWAY 7531 2 12 10 2250 75 412223 8069 69 1-80 FREEWAY 4779 2 12 10 2250 70 222224 8263 1574 1-80 FREEWAY 2881 3 12 8 2250 70 15EXIT 711 8711 US-30 COLLECTOR 3132 1 12 1 1700 60 1LINKEXITLIN 1469 8469 IL-47 COLLECTOR 418 1 12 0 1275 40 1LINKEXIT 1473 8473 RIVER ST LOCAL ROADWAY 2136 1 11 0 1700 55 1LIN K I I IIIIIEXIT 268 8268 1-355 FREEWAY 4151 3 12 8 2250 70 3LINK I IDresden Generating StationEvacuation Time EstimateK-145KLD Engineering, P.C.Rev. 0 Up Do nS Ln S hole Flo Flow-SEXITLIK 1607 8608 IL-171 COLLECTOR 2005 1 21 1700 40 3EXITLIK 890 8890 W GARDNER RD COLLECTOR 10687 1 20 1700 55 34Stem SramLntIo.oNitKWdh Rt Sed GiEXITLIN 3 8003 1-55 FREEWAY 5035 3 12 10 2250 75 2LINKEXIT 69 8069 1-80 FREEWAY 4779 2 12 10 2250 70 22LINK IEXITLIN 766 8766 US-30 COLLECTOR 2814 1 12 4 1275 50 2LINKEXITLIN 160 8160 US-30 MINOR ARTERIAL 2639 2 12 4 1425 40 15LINKEXIT 710 8710 US-30 COLLECTOR 3469 1 12 3 1700 50 4LINK KEXIT 1406 8406 CR-9 COLLECTOR 3955 1 11 1 1700 60 33LINKEXIT 1421 8421 CR-3 COLLECTOR 4794 1 12 0 1700 60 42LINKEXIT112 8112 US-52 COLLECTOR 12165 1 12 1 1700 60 16LINKEXITLIN 885 8885 US-52 COLLECTOR 5000 1 12 1 1700 60 27LINKIEXITLIN 343 8343 IL-59 MINOR ARTERIAL 2880 2 12 4 1425 45 2LINKEXITLIN 859 8859 CR-74 COLLECTOR 6174 1 12 2 1275 50 21LIN KIIIIIIEXIT 1306 8306 US-6 COLLECTOR 1781 1 12 3 1700 60 22LINK I I IK-146 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-146KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo FlowStrea Stea Legt N.. of Widt Wit Rat Spe GriEXITLINK15438543 US-6COLLECTOR 2779112112755515EXITLIN 878 8878 W NORTH ST COLLECTOR 870 1 12 0 1700 60 21LINKEXIT 886 8886 CR-25 COLLECTOR 5607 1 12 1 1700 55 27LINKEXITLIN 978 8978 IL-102 COLLECTOR 3543 1 12 1 1700 55 39LINKEXITLIN 901 8901 OLD STAGE RD COLLECTOR 3341 1 12 1 1700 45 22LINKIIEXIT 981 8981 IL-113 COLLECTOR 3257 1 12 1 1700 60 39LINKEXITLIN 994 8994 IL-17 COLLECTOR 3656 1 12 1 1700 55 39LINKEXITLIN 1031 8031 CR-12 COLLECTOR 5370 1 12 0 1700 60 44LINKEXITLI 1032 8032 IL-115 COLLECTOR 5252 1 12 1 1700 60 43LINKEXITLIN 1036 8043 1-55 FREEWAY 7531 2 12 10 2250 75 41LINKEXIT 1105 8105 WEBER RD MINOR ARTERIAL 2429 2 12 4 1425 35 8LINKEXITLIN 1313 8313 IL-17 COLLECTOR 5199 1 12 1 1700 60 40LINKEXIT 1324 8324 IL-47 COLLECTOR 5378 1 12 1 1700 60 41LINKEXIT 1034 8034 CR-28 COLLECTOR 5225 1 11 0 1700 60 45LINKDresden Generating StationEvacuation Time EstimateK-147KLD Engineering, P.C.Rev. 0 Saturation FreeUp- Down- Lane Shoulder Flow FlowStream Stream Length No. of Width Width Rate Speed GridLink # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl)

(mph) NumberEXITLINK1498 1 8499 1 IL-53MINOR ARTERIAL 1 178021221425508EXIT "LINK 1539 8539 CR-9 COLLECTOR 5812 1 12 2 1700 60 28EXIT1540 8540 SMITH RD COLLECTOR 2814 1 12 0 1700 60 21LINKEXITLIN 1013 8013 US-66 COLLECTOR 4077 1 12 1 1700 65 41LINKEXITLIN 1574 8263 1-80 FREEWAY 2881 3 12 8 2250 70 15LINKIIEXIT 1594 8595 IL-7 COLLECTOR 3946 1 12 4 1700 40 15LINKEXITLIN 1035 8035 IL-115 COLLECTOR 5486 1 12 1 1700 60 45LIN K IIIIIIIDresden Generating StationEvacuation Time EstimateK-148 KLD Engineering, P.C.K-148KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 46 1023375 1693027 TCP -Uncontrolled 2552 1021005 1755547 TCP -Uncontrolled 1953 1020007 1755487 TCP -Uncontrolled 19102 1000678 1765337 Stop 18103 984883 1764835 Stop 18104 979616 1764737 Stop 18105 956746 1764121 TCP -Actuated 17106 952820 1763888 Stop 17110 943422 1756647 Stop 16113 1005977 1765543 TCP -Actuated 18116 1015910 1768286 Actuated 10117 1018148 1768292 Stop 10118 1019142 1768326 Actuated 10119 1021182 1768326 Actuated 10120 1023587 1768410 TCP -Actuated 10121 1024152 1768396 TCP -Actuated 11122 1024532 1768399 Actuated 11123 1029134 1768444 Actuated 11124 1034356 1768549 Actuated 11125 1041489 1768789 TCP -Actuated 12126 1044033 1768887 Actuated 12127 1035450 1768547 Actuated 11128 1036366 1768599 Actuated 11129 1037947 1768639 Actuated 11130 1039741 1768705 Actuated 12131 1042726 1768807 Actuated 12132 1045716 1768959 Actuated 12134 1048018 1769161 Actuated 13136 1050579 1769760 Actuated 13137 1050952 1769691 Actuated 13139 1052493 1769645 Actuated 13140 1052865 1769661 Actuated 13141 1053307 1769680 Actuated 13142 1053670 1769681 Actuated 13143 1054867 1769731 Actuated 13144 1055220 1769594 Actuated 13146 1055691 1770780 Actuated 14Dresden Generating StationEvacuation Time EstimateK-149KLD Engineering, P.C.Rev. 0 l147 1058026 1770800 Actuated 14150 1061078 1771231 Actuated 14151 1063727 1771281 Actuated 14154 1068991 1771433 Stop 14157 1074302 1769309 Actuated 15158 1077114 1768172 Actuated 15159 1078353 1767896 Actuated 15161 1050565 1770814 Actuated 13162 1051041 1770755 Actuated 13163 1052467 1770691 Actuated 13164 1052848 1770691 Actuated 13165 1053285 1770690 Actuated 131661053640 1770691Actuated13167 1055089 1770754 Actuated 13168 1052498 1769299 Stop 13170 1052481 1770362 Actuated 13171 1052484 1769993 Actuated 13172 1052852 1770005 Actuated 13173 1052838 1770376 Actuated 13174 1053288 1770373 Stop 13175 1053298 1770013 Stop 13176 1053634 1770398 Actuated 13177 1053652 1770036 Actuated 13178 1052123 1769317 Stop 13179 1052882 1769299 Actuated 13180 1053285 1769321 Stop 13183 1050796 1768560 Actuated 13193 1046353 1763144 Stop 20194 1044224 1763119 Stop 20196 1041622 1762992 Actuated 20197 1048709 1768484 Stop 13198 1049765 1768522 Stop 13199 1048003 1768457 Actuated 13200 1046709 1768384 Stop 12201 1045744 1768370 Stop 12203 1041201 1776721 Actuated 12204 1041291 1774087 Actuated 12205 1041401 1771397 Actuated 12K-iSO KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-150KLD Engineering, P.C.Rev. 0 206 1043880 1774147 Actuated 122207 1043865 1775980 Stop 122208 1047854 1774328 Actuated 132091047884 1771678Actuated13211 1047868 1773013 Actuated 13213 1048516 1773666 Stop 13214 1048501 1774343 Stop 13215 1048546 1773033 Stop 13217 1048591 1770806 Stop 13219 1047944 1770806 Actuated 13220 1045671 1769916 Stop 12222 1045640 1770766 Stop 12223 1045626 1771588 Stop 12224 1048577 1771694 Stop 13225 1051141 1771806 Stop 13226 1051318 1772463 Actuated 13227 1051830 1774230 Stop 13228 1052185 1774130 Actuated 13230 1051652 1772329 Stop 13231 1051485 1771795 Stop 13233 1053130 1773774 Yield 13234 1053243 1772039 Actuated 13235 1052808 1772018 Actuated 13236 1053586 1772040 Actuated 13237 1055724 1772093 Actuated 14238 1055654 1773852 Actuated 14239 1055687 1772829 Actuated 14240 1055710 1777198 Actuated 14247 1053270 1771060 Stop 13248 1053261 1771412 Stop 13251 1052654 1772081 Actuated 13253 1052105 1769647 Stop 13254 1058035 1772164 Actuated 14256 1053596 1772743 Actuated 13259 1060920 1774196 Actuated 14269 1043967 1771524 Actuated 12271 1043689 1776796 Stop 12272 1034186 1773888 Actuated 11K-151 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-151KLD Engineering, P.C.Rev. 0 275e 1034560at 1776503at ATuatedMa (fm (f)Nmbe273 1037743 1773937 Actuated 11274 1035476 1776504 Stop 11275 1034560 1776503 Actuated 11281 1034198 1771213 Actuated 11284 1031741 1771159 Actuated 11285 1031794 1768506 Actuated 11286 1031581 1773812 Actuated 11287 1031528 1776485 Actuated 11288 1031439 1779120 Actuated 11289 1031350 1780635 Actuated 11290 1031332 1781793 Actuated 11291 1031296 1783574 Actuated 112921031296 1784428Actuated11293 1031208 1787117 Actuated 7294 1031154 1787385 Actuated 7295 1031296 1788097 Stop 7296 1030994 1788738 Stop 7297 1030122 1789309 Stop 7298 1029230 1788970 Stop 7300 1030050 1787438 Stop 7301 1029070 1789344 Stop 7302 1030104 1789504 Stop 7304 1031297 1788942 Stop 7305 1030850 1789512 Stop 7306 1031718 1788400 Stop 7307 1042256 1784696 Actuated 8308 1047479 1784873 Stop 8309 1051603 1785022 Actuated 8310 1051406 1779685 Actuated 12311 1052047 1777144 Actuated 12312 1051388 1770706 Stop 13315 1045541 1774237 Stop 12316 1043674 1775988 Stop 12318 1041145 1779352 Actuated 12321 1049906 1772401 Stop 13322 1049160 1773072 Stop 13326 1045110 1776885 Actuated 12327 1042374 1779431 Actuated 12K-152 KLO Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-152KLD Engineering, P.C.Rev. 0 328 1041125 1780553 Actuated 12329 1036538 1784522 Actuated 7330 1033012 1787907 Actuated 7331 1032079 1788792 Actuated 7332 1031099 1789694 Actuated 7333 1029976 1790722 Actuated 7334 1028868 1791354 Actuated 7335 1027999 1791733 Actuated 7336 1026195 1792619 Actuated 7337 1024061 1794860 Actuated 7338 1020233 1798930 Actuated 6339 1020169 1800052 Actuated 6340 1020123 1801554 Actuated 6341 1020139 1802187 Actuated 6342 1019980 1805350 Actuated 2344 1041619 1762328 Actuated 20347 1041542 1766157 Actuated 12348 1041518 1766836 Actuated 12349 1001642 1730837 Actuated 18350 1003341 1730845 Actuated 18351 1006972 1731016 TCP -Actuated 18352 1009245 1731147 TCP -Actuated 19354 1013067 1734879 Actuated 19355 1015832 1736789 Actuated 19356 1017703 1738680 Actuated 19358 1021122 1743719 Stop 19359 1021665 1744262 TCP -Actuated 19360 1022268 1744754 TCP -Actuated 19362 1029652 1751726 Actuated 19363 1032048 1754218 Actuated 19364 1034653 1756326 Actuated 19365 1036499 1757717 Actuated 19366 1038551 1758628 Actuated 19367 1041669 1759559 TCP -Actuated 20369 1046803 1762070 Actuated 20371 1050662 1766473 Stop 13373 988018 1730360 Stop 18374 985554 1730363 Stop 18K-153 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-153KLD Engineering, P.C.Rev. 0 375 975670 1730122 TCP -Actuated 17380 965192 1722655 Stop 17382 960734 1718911 Actuated 23383 959942 1717871 TCP -Actuated 23386 975653 1731346 Stop 17387 975638 1731978 Stop 17388 1044262 1762358 Stop 20390 1048040 1766430 Actuated 13391 959898 1719442 TCP -Actuated 23392 959840 1720538 TCP -Actuated 23393 959869 1724440 Stop 17395 959864 1721356 Actuated 23398 956404 1719068 TCP -Actuated 23400 960052 1710538 Actuated 23401 960067 1709856 Actuated 23402 960100 1708569 Actuated 23403 960102 1708223 TCP -Actuated 23404 960076 1703269 TCP -Actuated 29405 960110 1700623 Actuated 29407 960388 1682096 TCP -Actuated 29409 960653 1671490 Stop 29411 961353 1644979 Stop 35412 1002275 1704428 Stop 24423 1007592 1704575 TCP -Actuated 24426 1022765 1703967 TCP -Uncontrolled 25432 927187 1665448 Stop 28437 1008032 1683426 TCP -Actuated 31438 1002743 1683255 TCP -Actuated 30439 997473 1683126 TCP -Actuated 30440 992219 1682942 TCP -Actuated 30441 977103 1682530 TCP -Uncontrolled 30442 1011768 1683541 TCP -Actuated 31443 1012917 1683603 TCP -Uncontrolled 31444 1013364 1683612 Stop 31446 1023948 1683888 TCP -Actuated 31447 1026697 1684003 Stop 31449 1008546 1664790 TCP -Uncontrolled 31452 1003358 1659359 Stop 30K-154 KLO Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-154KLD Engineering, P.C.Rev. 0 455 993149 1648593 Stop 36456 993178 1646088 TCP -Actuated 36463 988608 1645898 TCP -Actuated 36464 990678 1640700 Stop 36469 1023921 1642848 Stop 37470 1024971 1642864 Stop 37472 1024735 1652055 Stop 37476 1017664 1674609 TCP -Actuated 31477 1017902 1674354 TCP -Actuated 31480 1011320 1667666 Stop 31483 1008521 1665070 TCP -Uncontrolled 31486 1015861 1672830 Stop 31489 993090 1649803 TCP -Actuated 36494 992376 1672380 TCP -Actuated 30495 973835 1671778 TCP -Actuated 29496 992641 1661806 TCP -Actuated 30497 992939 1653883 TCP -Uncontrolled 36498 1007760 1672807 TCP -Uncontrolled 30499 1008598 1672833 TCP -Uncontrolled 31501 986549 1704394 Stop 24502 986898 1682883 TCP -Actuated 30503 986788 1690660 Stop 30505 1013655 1673041 Stop 31506 1013585 1674633 Stop 31508 1019155 1673183 Stop 31509 1034609 1673553 TCP -Actuated 31510 1024053 1673323 Stop 31519 1056459 1665368 Stop 32526 1041354 1677734 TCP -Uncontrolled 32529 1037010 1686926 Actuated 31530 1035472 1690505 Actuated 31531 1036141 1690772 Stop 31532 1033553 1689551 Actuated 31533 1032260 1689546 Stop 31534 1001232 1746375 TCP -Actuated 18538 996394 1725929 Stop 24552 964687 1711297 Stop 24554 960212 1710550 Stop 23Dresden Generating StationEvacuation Time EstimateK-155KLD Engineering, P.C.Rev. 0 555 965250 1719320 Stop 24557 1043873 1721537 TCP -Actuated 26560 1039302 1700257 TCP -Uncontrolled 25561 1039365 1697596 Actuated 25562 1039457 1694998 Actuated 25565 1035285 1698392 Stop 25567 1035542 1692268 Stop 255681047332 1726116Stop26570 1054174 1734998 TCP -Actuated 20571 1053996 1742908 TCP -Uncontrolled 20574 1035608 1731758 Actuated 19577 1046226 1734798 TCP -Actuated 20578 1035810 1726455 Stop 25582 1044054 1725535 Stop 26583 1045127 1725574 Stop 26584 1054502 1721857 TCP -Actuated 26586 1022662 1706872 TCP -Uncontrolled 25587 1023503 1706297 TCP -Uncontrolled 25593 1055415 1695334 TCP -Actuated 26594 1076598 1695651 Stop 27595 1087278 1695980 Stop 27596 1032367 1684225 Stop 31599 1044913 1723305 Actuated 26603 1023237 1716295 TCP -Uncontrolled 25605 1022884 1726069 Stop 25606 1022757 1729236 Stop 19610 1022519 1716229 Stop 25612 1018848 1715501 Stop 25616 960008 1712753 Actuated 23617 959978 1714432 TCP -Actuated 23618 959956 1715117 Actuated 23619 958259 1713848 TCP -Actuated 23620 958057 1713859 Actuated 23621 957293 1713802 TCP -Actuated 23622 954135 1713666 Actuated 23623 952798 1713656 TCP -Actuated 22624 959495 1708550 Actuated 23625 959486 1708870 Actuated 23K-156 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-156KLD Engineering, P.C.Rev. 0 626 959485 1709208 Actuated 23627 958834 1709204 Stop 23628 955309 1709485 Stop 23633 959472 1709537 Actuated 23634 959460 1709853 Actuated 23635959454 1 1710191Actuated23636 959453 1710527 Actuated 23637 958823 1709542 Stop 23638 960092 1708886 Stop 23639 958820 1710193 Stop 23643 958241 1712747 Stop 23644 965346 1712565 Stop 24648 944214 1713360 TCP -Actuated 22663 991251 1743743 Stop 18665 1001315 1744033 Actuated 18666 1006671 1741564 TCP -Actuated 18667 1001390 1741460 Actuated 18675 1021474 1736677 Stop 19679 975567 1740685 TCP -Actuated 17680 964919 1740467 Stop 17681 959592 1740423 Stop 17683 943703 1739862 TCP -Actuated 16691 956869 1772213 Stop 4696 979232 1775470 TCP -Uncontrolled 5697 978963 1783377 Stop 5700 956729 1782610 Stop 4703 952986 1803996 Actuated 1704 958722 1805926 Actuated 1705 952923 1805055 Actuated 1707 952734 1809606 Actuated 1708 953128 1811157 Actuated 1709 978592 1799184 Stop 5718 1001264 1747092 TCP -Actuated 18719 985336 1748880 Stop 18720 1001194 1749384 Stop 18721 1006489 1749506 TCP -Uncontrolled 18723 1016254 1757654 Stop 19724 1016056 1762962 Stop 19K-157 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-157KLD Engineering, P.C.Rev. 0 x~

otolGi725e 1000299at 1778625at ATuated Map726 1000146 1783734 Actuated 5727 1005713 1778617 Stop 5728 1012906 1778780 Actuated 10729 1005820 1773304 TCP -Uncontrolled 5730 1015727 1773412 Actuated 10731 1021063 1773608 Actuated 10732 1023744 1773673 Actuated 11733 1020891 1778949 TCP -Actuated 10734 1015540 1778810 TCP -Actuated 10735 1005531 1783922 Actuated 5736 1012806 1784084 Actuated 10737 1020653 1784166 Actuated 10738 1023351 1783145 Stop 10739 1022631 1784251 Actuated 10741 999644 1799700 Stop 5743 1009536 1794347 Stop 6746 1004998 1799741 Stop 5750 1010691 1794487 Yield 6752 1009577 1799700 Actuated 6753 1015096 1794673 Stop 6754 1020370 1794714 Actuated 6756 1041924 1795294 Actuated 8757 1036269 1795079 Stop 7762 1015007 1799863 Actuated 6763 1016530 1799897 Actuated 6765 1014806 1805061 Actuated 2773 1063654 1775564 Actuated 14775 1081012 1778217 Actuated 15776 1083364 1778253 Actuated 15779 1036738 1779204 Actuated 11782 1027371 1773780 Actuated 11785 1025253 1784326 Actuated 11790 1053369 1766655 Actuated 13795 1053444 1763929 Actuated 20796 1053484 1762616 Actuated 20797 1053516 1761479 Actuated 20800 1035346 1739742 Actuated 19K-158 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-158KLD Engineering, P.C.Rev. 0 805 1043249 1742633 Actuated 20806 1045969 1742654 Stop 20807 1043130 1753050 Stop 20809 1048203 1759195 TCP -Actuated 20814 1054049 1766106 Stop 13815 1054033 1766766 Stop 13816 1054082 1762630 Stop 20817 1055063 1761551 Stop 20818 1065734 1756852 Stop 20819 1058797 1759604 Stop 20823 1064174 1759160 Stop 20824 1063991 1761815 Stop 20825 1064008 1764437 Actuated 20826 1063975 1764720 Actuated 20829 1063813 1768808 Actuated 14830 1055197 1769397 Actuated 13835 1069139 1769015 Stop 14836 1069216 1764638 Stop 20842 1055698 1764976 Actuated 20843 1055659 1765613 Actuated 20844 1055464 1766171 Stop 14845 1055295 1766808 Actuated 13848 1074435 1764772 Actuated 21849 1053709 1753581 Actuated 20857 1067741 1754045 Actuated 20858 1074798 1754265 Actuated 21862 1071234 1749131 Stop 21865 1075320 1738315 Stop 21866 1076923 1735825 Actuated 21867 1075320 1735726 Stop 21868 1064791 1735307 Stop 20869 1064447 1748644 Stop 20876 1083410 1723669 Stop 27877 1085923 1733377 Stop 21879 1053865 1748253 TCP -Uncontrolled 20892 922986 1713294 Stop 22895 922783 1703327 Stop 22903 1029815 1809108 Actuated 2Dresden Generating StationEvacuation Time EstimateK-159KLD Engineering, P.C.Rev. 0 905 1023098 1736703 Stop 19910 1022426 1744871 Stop 19913 1019557 1710380 Stop 25916 1018952 1713601 Stop 25928 1053099 1765283 Actuated 20933 1029276 1765585 Actuated 19934 1035496 1765935 Actuated 19935 1034435 1765922 Actuated 19936 1037072 1768630 Stop 11938 1037189 1765970 Actuated 19939 1036289 1771295 Stop 11940 1037898 1771291 Actuated 11941 1039432 1771329 Stop 11944 1038939 1766041 Actuated 11945 1029592 1757965 Actuated 19946 1029463 1758817 Actuated 19947 1029440 1759564 Actuated 19948 1029382 1760953 Actuated 19949 1029382 1761455 Actuated 19950 1029370 1762646 Actuated 19951 1029312 1764326 Stop 19953 1029978 1757264 Actuated 19963 1006105 1762815 TCP -Uncontrolled 18964 1006265 1757442 TCP -Uncontrolled 18968 1056511 1668912 Stop 32970 1072772 1655996 Stop 33971 1072847 1652371 Stop 39976 1083531 1651918 Stop 39988 1025716 1620217 Stop 37989 1036331 1620589 Stop 37992 1073341 1621488 Stop 39999 991021 1613047 Stop 421001 960283 1612525 Stop 411002 954604 1612380 Stop 411009 962139 1618234 Stop 351021 1035738 1642066 Stop 371024 1073182 1632018 Stop 391026 991679 1597280 Stop 42Dresden Generating StationEvacuation Time EstimateK-160KLD Engineering, P.C.Rev. 0 1027 1018102 1597839 Stop 431028 1039299 1598950 Stop 431029 1050065 1599062 Stop 441030 1075489 1599949 Stop 451049 1053587 1772381 Actuated 131051 1054684 1766780 Stop 131052 1055227 1768125 Actuated 131054 1061104 1772314 Stop 141057 1063666 1773944 Actuated 141060 1058718 1761661 Stop 201067 1048566 1772312 Stop 131070 1047789 1776954 Stop 121071 1047724 1779605 Actuated 121072 1047724 1778270 Stop 121079 1041117 1779959 Actuated 121080 1042303 1783566 Actuated 121082 1043997 1770204 Actuated 121083 1045652 1770241 Stop 121085 1044664 1779509 Actuated 121087 1037428 1771295 Actuated 111089 1038722 1771312 Actuated 111092 1037610 1776594 Stop 111095 1042242 1785105 Actuated 81096 1042215 1785853 Actuated 81097 1042073 1789914 Actuated 81098 1036401 1789766 Stop 71101 1042055 1791405 Actuated 81103 1041957 1794625 Actuated 81106 1038470 1795145 Actuated 71108 1034083 1795032 Actuated 71109 1034083 1794614 Stop 71111 1020311 1795990 Actuated 61112 1020239 1797443 Actuated 61116 1017444 1805135 Actuated 21119 1016730 1802931 Actuated 61120 1017242 1803441 Actuated 21130 1020462 1792037 Actuated 61133 1020752 1782647 Actuated 10K-161 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateK-161KLD Engineering, P.C.Rev. 0 1135 1012879 1781320 Stop 101137 1023400 1782435 Stop 101138 1023496 1778953 TCP-Actuated 101139 1023630 1776331 Stop 101140 1020913 1777345 Actuated 101142 1020990 1775324 Actuated 101144 1021208 1766982 Actuated 101145 1021328 1764723 Stop 191154 1019215 1778891 Stop 101155 1020161 1773578 Actuated 101157 1021442 1773621 Actuated 101161 1019031 1784204 Actuated 101162 1010593 1794570 Yield 61165 1019799 1800034 Stop 61166 1019393 1800017 Stop 61167 1018979 1800009 Stop 61168 1001226 1748163 Actuated 181171 959848 1726571 Actuated 171179 964761 1769660 Stop 41184 956773 1765828 Stop 171185 970030 1771658 Stop 41188 1000372 1775928 TCP-Actuated 51193 1018344 1763392 Stop 191194 1018685 1763029 Stop 191195 1021093 1763036 Actuated 191208 980051 1746160 TCP-Actuated 181209 996012 1743845 Actuated 181211 996102 1738573 Stop 181214 1001562 1735475 Actuated 181220 1005066 1730925 Actuated 181224 1004044 1741517 Stop 181225 1003823 1749460 Stop 181226 1003914 1745813 Stop 181232 1028196 1751075 Stop 191233 1025447 1749733 Stop 191240 985690 1722691 Stop 241242 959903 1710538 Stop 231244 960737 1709882 Stop 23Dresden Generating StationEvacuation Time EstimateK-162KLD Engineering, P.C.Rev. 0 1245 960759 1708904 Stop 231246 962076 1709921 Stop 231250 960754 1709582 Stop 231251 960069 1709540 Stop 231255 958836 1708545 Stop 231256 958833 1708872 Stop 231258 958826 1709859 Stop 231261 959421 1712753 Stop 231262 958810 1710537 Stop 231264 960681 1712771 Stop 231266 944386 1704716 TCP -Actuated 221274 957855 1715083 Stop 231276 960523 1718164 Actuated 231280 944110 1718737 TCP -Actuated 221288 943489 1753100 Stop 161289 943488 1753737 Stop 161292 964701 1764436 TCP -Actuated 171293 964848 1751038 Stop 171294 964930 1745769 TCP -Actuated 171296 959106 1719606 Actuated 231300 957723 1719103 Stop 231302 933776 1708000 Stop 221314 1016020 1704795 TCP -Uncontrolled 251317 1002100 1713157 Stop 241318 1007235 1729080 TCP -Uncontrolled 181320 962125 1619412 Actuated 351332 1022353 1723958 Stop 251344 1022786 1730707 TCP -Actuated 191358 1022816 1727574 Stop 251360 1025589 1731499 Actuated 191364 1080472 1738533 Stop 211365 1075420 1731798 Stop 211372 1069475 1754106 Actuated 201376 1064908 1730059 Yield 201377 1037674 1740610 Actuated 191380 1043105 1747885 TCP -Actuated 201387 1046351 1725010 Stop 261396 1036011 1691100 Stop 31Dresden Generating StationEvacuation Time EstimateK-163KLD Engineering, P.C.Rev. 0 13971035899 1 1691381Stop311399 1035284 1694918 Stop 251411 998268 1683147 Actuated 301415 994657 1690922 Stop 301425 993320 1640798 Stop 361427 1000281 1640902 Stop 361428 1009795 1619885 Stop 371432 965224 1671567 Stop 291435 981860 1672087 Stop 301436 987183 1672280 Stop 301443 1023748 1689190 TCP -Actuated 311445 1031874 1689336 Stop 311460 1062512 1631898 Stop 381467 953263 1811999 Actuated 11472 953061 1813376 Stop 11492 1019320 1704886 Actuated 251496 1054883 1794944 Actuated 81503 1067477 1653501 Stop 381505 1056901 1647819 Stop 381522 1052959 1772024 Actuated 131531 1001276 1744810 Actuated 181533 1001251 1745761 Actuated 181536 1008203 1678191 TCP -Uncontrolled 311541 1084621 1778292 Actuated 151542 1091243 1778492 Stop 151546 1079312 1778177 Actuated 151549 1074092 1778006 Stop 151550 1059781 1793220 Actuated 91554 1061434 1792608 Actuated 91558 1060708 1795855 Actuated 91560 1064186 1801461 Actuated 91561 1060219 1793057 Actuated 91563 1059633 1792830 Actuated 91565 1063384 1793439 Actuated 91567 1065072 1795232 Actuated 91569 1058906 1790660 Actuated 91573 1041578 1764899 TCP -Uncontrolled 201589 1068272 1796333 Actuated 9Dresden Generating StationEvacuation Time EstimateK-164KLD Engineering, P.C.Rev. 0 x~ y otolGiNode Coorinat Coodinae Tye Ma159010696941796299Actuated91591 1072149 1796384 Actuated 151592 1072808 1796485 Actuated 151593 1073638 1796519 Actuated 151602 1069686 1807064 Actuated 31603 1068080 1805424 Actuated 31604 1071955 1809543 Actuated 31605 1072583 1810155 Actuated 3'Coordinates are in the North American Datum of 1983 Illinois East State Plane ZoneDresden Generating StationEvacuation Time EstimateK-165KLD Engineering, P.C.Rev. 0 APPENDIX LSub-area Boundaries L. SUB-AREA BOUNDARIES Sub-area 1Sub-area 2Sub-area 3County: GrundySub-area 4Sub-area 5Sub-area 6Defined as the area within the following boundary:

Aux Sable TownshipCounty: GrundyDefined as the area within the following boundary:

Saratoga TownshipCounty: WillDefined as the area within the following boundary:

Includes portions ofChannahon and Wilmington Townships.

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

Bounded to the east by Interstate-55.

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

Contains the majority ofGoose Lake Township boundary.

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

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

Morris TownshipCounty: KendallDefined as the area within the following boundary:

Includes all of SewardTownship and part of Lisbon Township.

Bounded to the east by theKendall/Will County boundaries.

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

Bounded to the west by transmission lines from theGrundy/Kendall County boundary to Quarry Road to IL-47. Bounded to thenorth by US 52 to Brisbin Road to the northern Seward Township boundary.

County: GrundyDefined as the area within the following boundary:

Felix TownshipSub-area 7[-1 KLD Engineering, P.c.Dresden Generating StationEvacuation Time EstimateL-1KLD Engineering, P.C.Rev. 0 Sub-area 8 County: GrundyDefined as the area within the following boundary:

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

Bounded to the north by theWauponsee Township boundary (Illinois River). Bounded to the east be theWauponsee Township boundary to Holderman Road, and then continue northto the Illinois River. Bounded to the south and west by the Wauponsee Township boundary.

Sub-area 9 County: WillDefined as the area within the following boundary:

Includes a portion ofWilmington Township.

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

Bounded to theeast by Interstate-55.

Sub-area 10 County: GrundyDefined as the area within the following boundary:

Braceville TownshipSub-area 11 County: GrundyDefined as the area within the following boundary:

Maine TownshipSub-area 12 County: WillDefined as the area within the following boundary:

Includes the eastern andnorthern portion of Channahon Township.

Bounded to the south, east, andnorth by the Channahon Township boundary.

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

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

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

Bounded tothe north by the Troy Township boundary.

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

Contains the western halfof Jackson Township.

Bounded to the south, west, and north by the JacksonTownship boundary.

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

Contains the easternportion of Wilmington

Township, the northern portion of Custer Township andthe western portion of Florence Township.

Bounded to the north by theWilmington and Florence Township boundaries.

Bounded to the west byInterstate-55.

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

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

Contains the northernportion of Reed Township.

Bounded to the west, north, and east by the ReedTownship boundary.

Bounded to the south by West Kennedy Road to S.Lincoln Street to W. Reed Street to S. Center Street to IL-53 to Ridge Street toE. Reed Street to IL-113.Dresden Generating StationEvacuation Time EstimateL-3KLD Engineering, P.C.Rev. 0 APPENDIX MEvacuation Sensitivity Studies M. EVACUATION SENSITIVITY STUDIESThis appendix presents the results of a series of sensitivity analyses.

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

M.1 Effect of Changes in Trip Generation TimesA sensitivity study was performed to determine whether changes in the estimated tripgeneration time have an effect on the ETE for the entire EPZ. Specifically, if the tail of themobilization distribution were truncated (i.e., if those who responded most slowly to theAdvisory to Evacuate, could be persuaded to respond much more rapidly),

or if the tail wereelongated (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 theresults of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity StudyTri Evcato TieEtmt.frEtr Generation

.2 Hours 45 Minutes2:303:453 Hours 45 Minutes (Base) 2:30 3:554 Hours 45 Minutes 2:30 4:55As discussed in Section 7.3, congestion persists in the EPZ for about 3Y2 hours. If evacueesmobilize in one less hour, the 90th percentile remains unchanged;

however, the 100th percentile is reduced by 10 minutes -not a significant change. If evacuees mobilize one hour slower, the90th percentile remains unchanged.

The 100th percentile increases by 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months -a significant change. In summary, the 100th percentile ETE parallel the trip generation time when tripgeneration time exceeds the time (about 3Y2 hours) to clear congestion in the EPZ.Dresden Generating StationEvacuation Time EstimateM-1KLD Engineering, P.C.Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who RelocateA 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 Scenario1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. Themovement 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 resultsshow that reducing the shadow evacuation to 0% has no effect on the 90th or 100th percentile ETE.Tripling the shadow percentage increases the 90th and 100th percentile ETE by 5 minutes and 55minutes, respectively.

Full evacuation (100%) of the Shadow Region increases the 90th and 100thpercentile ETE by 35 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and 20 minutes, respectively

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

As shown in Figures 7-3through 7-8, there is significant traffic congestion in the Shadow Region. Therefore, any additional shadow residents that decide to voluntarily evacuate will increase this congestion, delay the egressof EPZ evacuees, and prolong ETE.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study0 02:30 3.5520 (Base) 21,546 2:30 3:5560 64,638 2:35 4:50100 107,730 3:05 6:15Dresden Generating Station M-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the residentpopulation within the study area (EPZ plus Shadow Region).

As population in the study areachanges over time, the time required to evacuate the public may increase,

decrease, or remainthe same. Since the ETE is related to the demand to capacity ratio present within the studyarea, changes in population will cause the demand side of the equation to change and couldimpact 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 whatpercentage 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 scenariowith the longest 90th percentile ETE (excluding the roadway impact scenario and the specialevent scenario if it is a 1 day per year special event).Thus, the sensitivity study was conducted using the following parameters:

1. The percent change in population within the study area was increased by up to 26%.Changes in population were applied to permanent residents only (as per federalguidance),

in both the EPZ and the Shadow Region.2. The transportation infrastructure remained fixed; the presence of new roads or highwaycapacity improvements was not considered.

3. The study was performed for the 2-Mile Region (R10), 5-Mile Region (R02), and theentire EPZ (R03).4. The scenario (excluding roadway impact and special event) with the highest 90thpercentile 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 Part50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis tothe 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 baseETE values are at least 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; 25 percent of these base ETE is always greater than 30 minutes.Therefore, 30 minutes is the lesser and is the criterion for updating.

Those percent population changes which result in 90th percentile ETE changes greater than orequal to 30 minutes are highlighted in red in Table M-3 -a 25% or greater increase in the EPZpopulation.

Exelon will have to estimate the EPZ population on an annual basis. If the EPZpopulation increases by 25% or more, an updated ETE analysis will be needed.Dresden Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population ChangePopulation Change24% 25% 26%2-MILE 2:40 2:40 2:55 2:555-MILE 2:50 2:50 3:05 3:05I FULL EPZ I 3:003:25I Population ChangeRegionBase124% 25%26% 12-MILE 4:20 4:20 4:20 2:205-MILEFULL EPZ4:254:254:20 5 :4:2 5 4:45M.4 Enhancements in Evacuation TimeThis appendix documents sensitivity studies on critical variables that could impact ETE." Prolonging the trip generation time significantly impacts the 100th percentile ETE since tripgeneration dictates ETE beyond the time to clear congestion (31/2 hours) in the EPZ (SectionM.1). Thus, public outreach encouraging evacuees to mobilize more quickly coulddecrease ETE." Shadow evacuation has a significant impact on ETE (Section M.2). Public outreach could beconsidered to inform those people within the EPZ (and potentially beyond the EPZ) that ifthey are not advised to evacuate, they should not.* Population growth results in more evacuating vehicles which could significantly increaseETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as afamily in a single vehicle would reduce the number of evacuating vehicles and could reduceETE or offset the impact of population growth.Dresden Generating StationEvacuation Time EstimateM-4KLD Engineering, P.C.Rev. 0 APPENDIX NETE Criteria Checklist N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist R Reie Crtei Crtro Adrssed Comment1.0 Introduction

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

b. A map should be included that identifies primary features Yes Figure 1-1of the site, including major roadways, significant topographical

features, boundaries of counties, andpopulation centers within the EPZ.c. A comparison of the current and previous ETE should be Yes Table 1-3provided and includes similar information as identified inTable 1-1, "ETE Comparison,"

of NUREG/CR-7002.

1.1 Approacha. A discussion of the approach and level of detail obtained Yes Section 1.3during the field survey of the roadway network should beprovided.

b. Sources of demographic data for schools, special facilities, Yes Section 2.1large employers, and special events should be identified.

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

Appendix Gd. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B,identified by name and version.

Appendix CDresden Generating StationEvacuation Time EstimateN-1KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese CommentI~~~i ETE Analysis.

---e. Methods used to address data uncertainties should bedescribed.

YesSection 3 -avoid double countingSection 5, Appendix F -5% sampling errorat 95% confidence interval for telephone survey1.2 Assumptions

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

b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3Assumptions,"

of NUREG/CR-7002 should be provided andinclude the basis to support their use.1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-2should be developed for the ETE analysis, or a reasonshould 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, 7.2development of a staged evacuation.

1.4 Evacuation Planning Areasa. 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-1considered for each ETE calculation by downwinddirection in each sector.Dresden Generating StationEvacuation Time EstimateN-2KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Commentsc. A table similar to Table 1-4, "Evacuation Areas for a StagedEvacuation Keyhole,"

of NUREG/CR-7002 should beprovided and includes the complete evacuation of the 2, 5,and 10 mile areas and for the 2 mile area/5 mile keyholeevacuations.

YesTables 6-1, 7-5, H-12.0 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 EEPZ, transients, special facilities, and schools.

Special facilities, schools -Section 8,Appendix E2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population Yes Section 3.1values, 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.

Nogrowth 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 thepopulation distribution for permanent residents.

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

.R Reie Crtei Crtro Adrse Comments2.1.2 Transient Population

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix Eshould be included, and peak and average attendance forthese 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 theitemized and totaled for each scenario.

transient population and employeeestimates.

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, 3.4facilities should be estimated.

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

Yes Sections 2.1, 3.3, 3.4Numbers may vary by scenario, and if so, discussion onwhy 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 8-1dependent residents should be discussed.

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

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4residents should be used in the analysis.

Dresden Generating StationEvacuation Time EstimateN-4KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crtro Adrse Commentsd. The methodology used to determine the number ofpeople with disabilities and those with access andfunctional needs who may need assistance and do notreside in special facilities should be provided.

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

Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3should be used or justification should be provided forhigher 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 needsregistration programs were used in developing theestimate.

g. A summary table of the total number of buses, Yes Section 8.4 -page 8-8ambulances, or other transport needed to support Table 8-5evacuation should be provided and the quantification ofresources should be detailed enough to assure doublecounting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1 through E-3 -listlocation, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total specialfacility population.

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3data was obtained.

Dresden Generating StationEvacuation Time EstimateN-5KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crteio Addesse Commentd. An estimate of the number and capacity of vehicles Yes Section 8.3needed to support the evacuation of the facility should be Tables 8-4, 8-5provided.

e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Grundy County Jail and Willother correctional facilities) should be discussed when County Juvenile Detention Centerappropriate.

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

The sourceof this information should be provided.

b. Transportation resources for elementary and middle Yes Table 8-2, Section 8.2schools should be based on 100% of the school capacity.

c. The estimate of high school students who will use their Yes Section 8.2personal vehicle to evacuate should be provided and abasis for the values used should be discussed.

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

Yes There are sufficient resources to evacuateschools in a single wave. However, Section8.4 -page 8-8 and Figure 8-1 discuss thepotential for a multiple wave evacuation N-6 KLD Engineering, P.c.Dresden Generating StationEvacuation Time EstimateN-6KLD Engineering, P.C.Rev. 0 R Reie Crtei Critrio Addese Comments2.5.1 Special Eventsa. A complete list of special events should be provided and Yes Section 3.7 -only one event suggested byincludes information on the population, estimated Exelon and offsite agenciesduration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7should be estimated.

2.5.2 Shadow Evacuation

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

2.5.3 Background and Pass Through Traffica. The volume of background traffic and pass through traffic Yes Sections 3.6, 6is based on the average daytime traffic.

Values may be Table 3-6, 6-3, and 6-4reduced for nighttime scenarios.

N-7 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateN-7KLD Engineering, P.C.Rev. 0 INR Reie Crtei Crteio Addese Commentsb. Pass through traffic is assumed to have stopped enteringthe EPZ about two hours after the initial notification.

YesSection 2.3 -Assumption 5Section 3.6Table 6-3 -External Through Trafficfootnote2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the Yestotal populations and total vehicles used in analysis for Tables 3-7, 3-8permanent residents, transients, transit dependent residents, special facilities,

schools, shadow population, and pass-through demand used in each scenario.

3.0 Roadway Capacitya. The method(s) used to assess roadway capacity should be Yes Section 4discussed.

3.1 Roadway Characteristics

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

b. Information should be provided describing the extent of Yes Section 1.3, Appendix Dthe survey, and types of information gathered and used inthe analysis.

c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-iCharacteristics,"

of NUREG/CR-7002 should be provided.

d. Calculations for a representative roadway segment should Yes Section 4be provided.

Dresden Generating StationEvacuation Time EstimateN-8KLD Engineering, P.C.Rev. 0 R Reie CrtraCrtro Addese Comentin -T Analysise. A legible map of the roadway system that identifies nodenumbers and segments used to develop the ETE should beprovided and should be similar to Figure 3-1, "RoadwayNetwork Identifying Nodes and Segments,"

of NUREG/CR-7002.YesAppendix K, Figures K-1 through K-46present the entire link-node analysisnetwork at a scale suitable to identify alllinks and nodes3.2 Capacity Analysisa. The approach used to calculate the roadway capacity for Yes Section 4the transportation network should be described in detailand identifies factors that should be expressly used in themodeling.

b. The capacity analysis identifies where field information Yes Section 1.3, Section 4should be used in the ETE calculation.

3.3 Intersection Controla. A list of intersections should be provided that includes the Yes Appendix K, Table K-2total number of intersections modeled that areunsignalized, signalized, or manned by responsepersonnel.

b. Characteristics for the 10 highest volume intersections Yes Table J-1within the EPZ are provided including the location, signalcycle length, and turn lane queue capacity.

c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix Cused in the calculations.

3.4 Adverse Weathera. The adverse weather condition should be identified and Yes Table 2-1, Section 2.3 -Assumption 9the effects of adverse weather on mobilization time Mobilization time -Table 2-2should be considered.

Dresden Generating StationEvacuation Time EstimateN-9KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Commentsb. The speed and capacity reduction factors identified inTable 3-1, "Weather Capacity Factors,"

of NUREG/CR-7002 should be used or a basis should be provided for othervalues.YesTable 2-2 -based on HCM 2010. Thefactors provided in Table 3-1 ofNUREG/CR-7002 are from HCM 2000c. The study identifies assumptions for snow removal on Yes Section 5.3 -page 5-9streets and driveways, when applicable.

Appendix F -Section F.2.3 -pages F-8 andF-94.0 Development of Evacuation Times4.1 Trip Generation Timea. The process used to develop trip generation times should Yes Section 5be identified.

b. When telephone surveys are used, the scope of the Yes Appendix Fsurvey, area of survey, number of participants, andstatistical relevance should be provided.

c. Data obtained from telephone surveys should be Yes Appendix Fsummarized.

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

Dresden Generating StationEvacuation Time EstimateN-10KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Comment4.1.1 Permanent Residents and Transient Population

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

YesSection 5 discusses trip generation forhouseholds with and without returning commuters.

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

Appendix F presents the percenthouseholds who will await the return ofcommuters.

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

The trip generation timediscusses any difficulties notifying persons in hard to reachareas such as on lakes or in campgrounds.

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

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

e. The trip generation time for the transient population Yes Section 5, Table 5-9should be integrated and loaded onto the transportation network with the general public.Dresden Generating StationEvacuation Time EstimateN-11KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Comment4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-6. Designed busin the ETE analysis.

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

b. Discussion should be included on the means of evacuating Yes Sections 8.4, 8.5ambulatory and non-ambulatory residents.

c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5resources 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 8-1drivers, and initiate the bus route should be provided.

e. Discussion should identify the time estimated for transit Yes Section 8.4dependent residents to prepare and travel to a bus pickuppoint, and describes the expected means of travel to thepickup point.f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13passengers should be discussed.

g. A map of bus routes should be included.

Yes Figure 8-2h. The trip generation time for non-ambulatory persons Yes Section 8.5includes the time to mobilize ambulances or specialvehicles, time to drive to the home of residents, loadingtime, and time to drive out of the EPZ should be provided.

Dresden Generating StationEvacuation Time EstimateN-12KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Commentsi. Information should be provided to supports analysis ofreturn trips, if necessary.

YesSections 8Figure 8-1Tables 8-1.4,8.51 through 8-134.1.3 Special Facilities

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

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

d. Time for loading of residents should be provided Yes Section 8.4e. Information should be provided that indicates whether the Yes Section 8.4evacuation can be completed in a single trip or ifadditional trips should be needed.f. If return trips should be needed, the destination of Yes Section 8.4vehicles should be provided.

g. Discussion should be provided on whether special facility Yes Section 8.4residents are expected to pass through the reception center prior to being evacuated to their final destination.

Dresden Generating StationEvacuation Time EstimateN-13KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Commentsin ETE Analysish. Supporting information should be provided to quantify thetime elements for the return trips.YesSection 8.4Tables 8-7 through 8-9 and Tables 8-14thorough 8-164.1.4 Schoolsa. Information on evacuation logistics and mobilization time Yes Section 8.4should be provided.

b. Discussion should be provided on the inbound and Yes School bus routes are presented in Tableoutbound speeds. 8-6.School bus speeds are presented in Tables8-7 (good weather),

8-8 (rain) and 8-9(snow).Section 8.4 discusses inbound andoutbound speedsc. Time for loading of students should be provided.

Yes Tables 8-7 through 8-9. Discussion inSection 8.4d. Information should be provided that indicates whether the Yes Section 8.4 -page 8-5evacuation can be completed in a single trip or if Table 8-5additional 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 8-5Dresden Generating StationEvacuation Time EstimateN-14KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addese Commentf. If used, reception centers should be identified.

Discussion should be provided on whether students are expected topass through the reception center prior to beingevacuated to their final destination.

YesTable 8-3. Students are evacuated toreception centers where they will bepicked up by parents or guardians.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7time elements for the return trips, through 8-9 provide time needed to arriveat relocation center, which could be usedto compute a second wave evacuation ifnecessary 4.2 ETE Modelinga. General information about the model should be provided Yes DYNEV II (Ver. 4.0.19.0).

Section 1.3, Tableand 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 shouldhave been met, as appropriate.

4.2.1 Traffic Simulation Model Inputa. Traffic simulation model assumptions and a representative Yes Appendices B and C describe theset of model inputs should be provided.

simulation model assumptions andalgorithms Table J-2 -model inputsDresden Generating StationEvacuation Time EstimateN-15KLD Engineering, P.C.Rev. 0 N Reie Crieri Crtro Adrsse Comentb. A glossary of terms should be provided for the keyperformance measures and parameters used in theanalysis.

YesAppendix ATables C-1, C-24.2.2 Traffic Simulation Model Outputa. A discussion regarding whether the traffic simulation Yes Appendix Bmodel used must be in equilibration prior to calculating the ETE should be provided.

b. The minimum following model outputs should be provided Yes 1. Table J-5.to support review: 2. Table J-3.1. Total volume and percent by hour at each EPZ exit 3. Table J-i.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average4. Total vehicles exiting the network.

speed also provided in Table J-3.5. A plot that provides both the mobilization curve andevacuation curve identifying the cumulative percentage of evacuees who have mobilized andexited the EPZ.6. Average speed for each major evacuation route thatexits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-8times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation

scenario, identifying areas where long queues existincluding level of service (LOS) "E" and LOS "F" conditions, if they occur.Dresden Generating StationEvacuation Time EstimateN-16KLD Engineering, P.C.Rev. 0

.R Reie Crtei Critrio Addese Comments4.3 Evacuation Time Estimates for the General Publica. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2100% 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 tomembers of the general public. Any reductions or eliminate statistical outlierstruncated data should be explained.

Table 7-2 -100th percentile ETE for generalpublicc. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4similar 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 8.4special facilities, transit dependent, and school Tables 8-7 through 8-9populations.

Tables 8-11 through 8-165.0 Other Considerations 5.1 Development of Traffic Control Plansa. Information that responsible authorities have approved Yes Section 9, Appendix Gthe traffic control plan used in the analysis should beprovided.

b. A discussion of adjustments or additions to the traffic Yes Section 9, Appendix Gcontrol plan that affect the ETE should be provided.

5.2 Enhancements in Evacuation Timea. The results of assessments for improvement of evacuation Yes Appendix M, Section M.4time should be provided.

Dresden Generating StationEvacuation Time EstimateN-17KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crtro Addressed Commentb. A statement or discussion regarding presentation ofenhancements to local authorities should be provided.

YesThe local authorities were engaged in theETE development and informed of thestudy results.

In particular, sensitivity study information was provided to showpotential impacts of selected ETEvariables.

5.3 State and Local Reviewa. A list of agencies contacted and the extent of interaction Yes Table 1-1with 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 Updatesa. A discussion of when an updated ETE analysis is required Yes T Appendix M, Section M.3to be performed and submitted to the NRC.5.5 Reception Centers and Congregate Care Centera. A map of congregate care centers and reception centers Yes Figure 10-1should 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 8-1c. It should be clearly stated if it is assumed that passengers Yes Reception centers are also congregate careare left at the reception center and are taken by separate centers -see Section 10buses to the congregate care center.N-18 KLD Engineering, P.C.Dresden Generating StationEvacuation Time EstimateN-18KLD Engineering, P.C.Rev. 0 Technical ReviewerDateTechnical Reviewer DateSupervisory ReviewDateDresden Generating StationEvacuation Time EstimateN-19KLD Engineering, P.C.Rev. 0

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