RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page J-1 Through End

Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page J-1 Through End

ML14128A178
Person / Time
Site:	LaSalle
Issue date:	04/08/2014
From:	KLD Engineering, PC
To:	Exelon Generation Co, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
Shared Package
ML14128A158	List: ML14128A170 ML14128A172 ML14128A173 ML14128A174 ML14128A175 ML14128A178 ML14128A179 ML14128A180 ML14128A181 RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Cover Through Page 5-21 RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page 6-1 Through Page C-15 RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page D-1 Through Page H-24 RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page J-1 Through End RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Cover Through Page 5-21 RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page 10-1 Through Page G-5 RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page 6-1 Through Page 9-3 RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page H-1 Through Page H-39 RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page J-1 Through End RS-14-014, LaSalle, Units 1 & 2 and Quad Cities, Units 1 & 2, 10 CFR 50, Appendix E - Evacuation Time Estimate Analysis Information
References
RS-14-0145 EP-AA-1005, Addendum 2, Rev 01, KLD TR-633, Rev 0
Download: ML14128A178 (142)

Text

APPENDIX J Representative Inputs to and Outputs from the DYNEV II System J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -Interstate 80, Illinois State Route 23 (IL-23), Interstate 55, IL-71, IL-170, US Route 6, IL-47, and Grand Ridge Rd -for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

With the low EPZ and Shadow Region populations, there is ample roadway capacity to adequately service all evacuating vehicles in a timely manner. The only roadway within the study area not operating at free-flow conditions after 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> is IL-23 South. As shown in Figures 7-3 through 7-7, IL-23 South is clear of congestion at 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> and 30 minutes after the ATE. After this time, free-flow conditions are reached on this route.Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

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

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

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

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

As seen in Figure J-1 through Figure J-14, the curves are close together due to the minimal traffic congestion within the EPZ.LaSalle County Generating Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections

'68 Max.Aproc Toa Turn F irIrsm~(Intesecioni... (up Vlume Queu 353 Route 18 Actuated 360 1 1,472 0 TOTAL 2,914 113 2,220 211 738 Route 15 @ TCP -663 240 46 Route 4 Actuated TOTAL 2,460 -443 615 0 Route 23 @444 Ste Actuated 485 1,720 0 Main Street TOTAL 2,335 -364 347 0 365 Route 23 @365 Rodge Se Actuated 353 1,695 0 Bridge StreetTO A2, 4___TOTAL 2,042-71 550 0 72 US-6 @ TCP -Route 4 Actuated TOTAL 1,959 -504 1,894 0 505 Route 23 @ Actuated 7 0 0 Interstate-80 W Ramps TOTAL 1,894 -503 1,892 0 504 Route 23 @ Actuated 6 0 0 Interstate-80 E Ramps TOTAL 1,892 -502 1,788 0 503 Route 23 @ Actuated 514 103 0 Route 20 TOTAL 1,891 -457 595 0 458 US-6 @458 23 Actuated 480 1,242 0 Route 23 TOTAL 1,837 -500 1,745 0 Route 23 @501 aiSte Actuated 512 18 0 Kain StreetTOTAL 1,763 LaSalle County Generating Station Evacuation Time Estimate J-2 KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input Vehicles Entering Link Network Directional Destination Destination Number on this Link Preference Nodes Capacity A 8126 1,700 74 664 N 8722 j 1,700 8766 1,700 141 121 SW 8023 6,750 8003 4,500 8191 1,700 242 72 NE 8243 1,700 8023 6,750 8333 1,700 383 593 SE 8415 1,700 8310 1,700 8358 1,700 447 70 SW 8333 1,700 8415 1,700 8358 1,700 513 60 SW 8333 1,700 8415 1,700 590 83 NW 8473 1,700 8511 1,700 661 26 W 8003 4,500 8464 1,700 8358 1,700 747 10 SW 8333 1,700 8415 1,700 8766 1,700 852 70 NW 8768 1,700 8767 1,700 LaSalle County Generating Station Evacuation Time Estimate J-3 KLD Engineering, P.C.Rev. 0 Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)Network-Wide Average 1.5 1.6 1.6 1.7 1.7 1.5 1.6 Travel Time (Min/Veh-Mi)

Network-Wide Average 40.3 37.2 37.8 34.9 35.7 40.8 37.7 Speea (mpn)Total Vehicles Exitin Network 26,707 26,828 27,591 27,859 21,008 25,135 25,242 Exiting Network Network-Wide Average 1.6 1.4 1.6 1.6 1.6 1.7 1.7 Travel Time (Min/Veh-Mi)

Network-Wide Average 37.6 42.4 38.8 38.1 36.9 35.2 36.2 Speed (mph)Total Vehicles 25,246 23,777 23,889 23,868 19,243 21,721 26,701 Exiting Network LaSalle County Generating Station Evacuation Time Estimate J-4 KLD Engineering, P.C.Rev. 0 Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)Elase Tim (hors 1-80 East 13.0 69.8 I 11.2 I 69.5 11.2 1 69.5 11.2 70.0 11.1 1-80 West 17.8 69.8 15.3 69.5 15.4 69.9 15.3 70.0 15.3 IL-23 North 13.9 44.1 18.9 41.3 20.2 42.2 19.8 49.3 16.9 IL-23 South 11.7 28.0 25.1 8.4 83.7 11.1 63.5 48.3 14.6 1-55 North 6.3 70.0 5.4 63.1 6.0 68.3 5.5 70.0 5.4 1-55 South 10.6 70.0 9.1 66.6 9.5 69.5 9.1 70.0 9.1 I L-71 West 9.1 46.5 11.7 46.2 11.8 46.5 11.7 47.3 11.5 IL-170 North 5.8 43.3 8.0 43.8 7.9 44.9 7.7 45.5 7.6 IL-170 South 16.1 56.9 17.0 57.8 16.7 59.1 16.3 59.1 16.3 US-6 East 15.1 46.3 19.6 45.1 20.1 49.3 18.4 51.4 17.7 US-6 West 15.2 44.4 20.5 47.1 19.3 49.1 18.6 49.8 18.3 IL-47 North 11.3 44.1 15.4 43.5 15.6 45.3 14.9 50.6 13.4 IL-47 South 8.7 57.0 9.2 56.3 9.3 59.8 8.7 59.8 8.7 Grand Ridge Rd West 17.3 51.6 20.1 51.9 20.0 53.3 19.4 53.3 19.4 Grand Ridge Rd East 12.8 49.0 15.7 53.1 14.5 56.9 13.5 56.9 13.5 LaSalle County Generating Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 2 2,014 4,684 5,492 5,518 25% 22% 21% 21%42 1,999 4,358 5,090 5,098 25% 20% 20% 19%46 63 211 233 235 1% 1% 1% 1%123 477 532 536 63 2% 2% 2% 2%181 596 1,586 1,947 1,957 7% 7% 7% 7%46 137 156 157 251 1% 1% 1% 1%324 36 85 87 87 0% 0% 0% 0%361 291 414 439 441 4% 2% 2% 2%107 173 197 199 401 1% 1% 1% 1%428 327 945 1,449 1,707 4% 4% 6% 6%429 191 596 1,010 1,262 2% 3% 4% 5%237 1,202 1,396 1,413 3% 6% 5% 5%19 117 143 146 0% 1% 1% 1%645 226 764 872 881 3% 4% 3% 3%788 31 213 248 250 0% 1% 1% 1%512 1,066 1,149 1,154 6% 5% 4% 4%858 485 1,529 2,331 2,362 6% 7% 9% 9%872 50 184 203 204 LaSalle County Generating Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 1%1%1%1%122 435 501 510 2% 2% 2% 2%73 345 391 395 874 1% 2% 2% 1%875 225 870 1,005 1,016 3% 4% 4% 4%27 113 133 134 879 0% 1% 1% 1%90853 304 376 383 1% 1% 1% 1%17 140 166 167 912 0% 1% 1% 1%110 345 413 420 913 1% 2% 2% 2%17 63 73 75 914____ 0% 0% 0% 0%LaSalle County Generating Station Evacuation Time Estimate J-7 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)-Trip Generation -ETE 4A U 03 0 0.100%80%60%40%20%'7 I150 18 21 240 0%0 30 60 90 120 150 180 210 240 Elapsed Time (min)Figure J-1. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather (Scenario 1)ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)-Trip Generation

-ETE"3 to 4-100%80%60%40%20%0%'Joýý_.Oý0 30 60 90 120 150 180 210 240 Elapsed Time (min)Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)LaSalle County Generating Station Evacuation Time Estimate J-8 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)-Trip Generation mETE In@3@3 tu 4-0 I-'4-0 4-C@3 U@3 0.100%80%60%40%20%Z/00or 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-3. ETE and Trip Generation:

Summer, Weekend, Midday, Good Weather (Scenario 3)ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)-Trip Generation -ETE In@3-C@3 (U 4-0 I-S.-0 4-C@3 U@3 0.100%80%60%40%20%0%/'Oeo__Oý0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-4. ETE and Trip Generation:

Summer, Weekend, Midday, Rain (Scenario 4)LaSalle County Generating Station Evacuation Time Estimate J-9 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)-Trip Generation

-ETE 100%80%" 60%I.-0 40%2 20%(U 0%0 30 60 90 120 150 180 210 240 Elapsed Time (min)Figure J-5. ETE and Trip Generation:

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

-ETE 100%80%03 S60%*0 40%CD 0%0 30 60 90 120 150 180 210 Elapsed Time (min)240 Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)LaSalle County Generating Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)-Trip Generation l ETE IA U:E~0 100%80%60%40%20%0%_Zý_..Oý0 30 60 90 120 150 180 210 240 Elapsed Time (min)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 I ETE (U 0 I--CL 100%80%60%40%20%4ýý'OOZOOOr_aOOOV 0%0 30 60 90 120 150 180 210 240 270 300 Elapsed Time (min)Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)LaSalle County Generating Station Evacuation Time Estimate J-11 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)-Trip Generation -ETE Z c-M.100%80%60%40%20%0%".*ýZOO"'_..00ý0 30 60 90 120 150 180 210 240 Elapsed Time (min)Figure J-9. ETE and Trip Generation:

Winter, Weekend, Midday, Good Weather (Scenario 9)ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)-Trip Generation -mETE 0 0 100%80%60%40%20%0%"001ý.*ý'4ý40% "I 7 0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)LaSalle County Generating Station Evacuation Time Estimate J-12 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)-Trip Generation -ETE 4-.0 100%80%60%40%20%'00ýýzz-'000ý -.-.----, 0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 Figure J-11. ETE and Trip Generation:

Winter, Weekend, Midday, Snow (Scenario 11)ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 12)-Trip Generation

-ETE 100%In ci ci (U.6~0 I-4-0 ci U ci a.80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-12. ETE and Trip Generation:

Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)LaSalle County Generating Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)-Trip Generation -ETE zzl"" 4A U 0'0.4-CL 100%80%60%40%20%0%"7/7"_..Oý0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-13. ETE and Trip Generation:

Summer, Midweek Weekend, Evening, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation 1ETE 0 U-100%80%60%40%20%"0 ý.00ý21 4 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 Figure J-14. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)LaSalle County Generating Station Evacuation Time Estimate J-14 KLD Engineering, P.C.Rev. 0 APPENDIX K Evacuation Roadway Network K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 49 more detailed figures (Figure K-2 through Figure K-lFigure K-50) which show each of the links and nodes in the network.The analysis network was calibrated using the observations made during the field survey conducted in January, 2014. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis.

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

3 or more lanes in each direction" Minor arterial:

2 or more lanes in each direction* Collector:

single lane in each direction* Local roadways:

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

these have been recorded and entered into the input stream for the DYNEV II System.As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.LaSalle County Generating Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 I Figure K-1. LaSalle County Generating Station Link-Node Analysis Network LaSalle County Generating Station Evacuation Time Estimate K-2 KLD Engineering, P.C.Rev. 0 Figure K-2. Link-Node Analysis Network -Grid 1 K-3 KLD Engineering, P.C.Ladalle County Generating Station Evacuation Time Estimate 1(-I KLD Engineering, P.C.Rev. 0 Figure K-3. Link-Node Analysis Network -Grid 2 LaSalle County Generating Station Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0 Figure K-4. Link-Node Analysis Network -Grid 3 LaSalle County Generating Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 U,-4 Lisbont centerfRd'N dýp N 39 Th Rd Us HWYa 52 Fern Dell Rd O: X, f Hwv 5 2 F t Hw v S 2 Us HWY 52 Us H IF N 360Th Rd 15 8657 0 6 5 7 A N 37Th Rd Grid 4'N~5Mii 0 8 WShen611l Rd 655..... ....W A m, k'A~ndrrll CoumnM I Ondal Ctr-tyýW 3T*RN Oia 1041 a Ldeymap[ riji7- LaSalle County Generating Station Evacuation S2,5,10,15 Mile Rings ' Time Estimate Link-Node Analysis Network Figures a Node Water I-Do- Link InldexnGrid I IShadow Region 10 Su-area L 1\ 0.LI.. 1 LK4L=== Mle Figure K-5. Link-Node Analysis Network -Grid 4 K-6 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-6 KLD Engineering, P.C.Rev. 0 Figure K-6. Link-Node Analysis Network -Grid 5 LaSalle County Generating Station Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6 LaSalle County Generating Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 Figure K-8. Link-Node Analysis Network -Grid 7 K-9 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 N 35ThI Rd K 0 Ce N 35Th Rd 51ve'e OZ Dwieway 8511 gif 511 Grid 8 N 33Rd Rd i 509/1/, N 32Nd Rd/0' /0a 5 0 8j N Rd 072,11 5 0 7 t 073 50f 5054 512--N 30 Th -li 498& ipr, Wivewa8I--- -----------Rd-/r cIj.c7 52liilt[ 'e-yiH LaSalle County Generating Station Evacuation LAS 2,_5,10,15 Mile Rin_ Time Estimate Link-Node Analysis Network Figures a Node Water-p- Link In ldexGrid ~9'Grid 8 Shadowe egion Sub-area T .-L MiI T -j 0 0.5 1C Figure K-9. Link-Node Analysis Network -Grid 8 LaSalle County Generating Station Evacuation Time Estimate K-IO KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9 LaSalle County Generating Station Evacuation Time Estimate K-11 KLD Engineering, P.C.Rev. 0 I N 35595Th dd N345OrhRd N 707/4- N 347n , 17 V~ 12 V122 M5 A!. Grid N 35Th 66.- 68 A--5: Mi Jl 1# " N 32Nd Rd N 32Rd Rd 664-I-1 -10 Miles--I -10Miles-

-00 r N 31St Rd>N 31Sf Rd 1701 S"- VN 3OSTh Rd 115 N 30507h1 Rd 670 13 T 1-A 1 1 4 Sub-area:

1 13 S738 -Sub-area:

10'Mi N' -'5: Keyrnap { 7LJ LaSalle County Generating Station Evacuation L -Mile [Ring Time Estimate Link-Node Analysis Network Figures"A- ~ ~ ~ L ,--..o1Mog U n-.iDf-li--Link i ndex Grid I 'i'*i t /7 Node W..er [°Grid 10 1 Shadow Reglon , Sub-area I i\ i4 0 .5 1 Figure K-11. Link-Node Analysis Network -Grid 10 K-12 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-12 KLD Engineering, P.C.Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11 LaSalle County Generating Station Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 C1 I..-N 11000 Rd~VAAooka~~

'S.N N Crt...ax 10000 N Rd N,.N 723 105-W Minowka A , Rd RRd o dCounty Roadg900 N Nelson Rd"221 7 0 Hogi,"I W Hoge Rd e d YýIha~nrnRd 1 Rd Grid Moray Rd% !237 R 180, AL" 238 171 78-.' us Routo W I ROuM e 6 U wy W Us Rociff 6 774 -e- o Sub-area:

6 -------- ---- -_7upont Ave Key m aK-- ° -'I -- -Dr;- '7 --A A Le.gd Ke L-mao 1 LaSalle County Generating Station Evacuation LAS Mile Rings Time Estimate Link-Node Analysis Network Figures" Node Water J1 -,,Fj I-.Ip Link LJ Index Grid IGrid 12.ShdwRegion do Sub-area ...y.J j Figure K-13. Link-Node Analysis Network -Grid 12 LaSalle County Generating Station Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 Figure K-14. Link-Node Analysis Network -Grid 13 LaSalle County Generating Station Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 Figure K-1S. Link-Node Analysis Network -Grid 14 LaSalle County Generating Station Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15 LaSalle County Generating Station Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0 Figure K-17. Link-Node Analysis Network -Grid 16 LaSalle County Generating Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 Figure K-18. Link-Node Analysis Network -Grid 17 K-19 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-19 KLD Engineering, P.C.Rev. 0 Figure K-19. Link-Node Analysis Network -Grid 18 LaSalle County Generating Station Evacuation Time Estimate K-20 KLD Engineering, P.C.Rev. 0 Figure K-20. Link-Node Analysis Network -Grid 19 K-21 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 Figure K-21. Link-Node Analysis Network -Grid 20 LaSalle County Generating Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 Figure K-22. Link-Node Analysis Network -Grid 21 LaSalle County Generating Station Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 I Ii 44.d 758-N 25Th'Rd 5u: I I I I I 4)1444 N I N 2459Th Rd 757 .758 L 735 A N, 2309Th Rd 734 'I4, A-1733 73.[732 tO 4 N 24Th Rd Q!Gr5 100 I 49s 99 cE NI 731 730 112 150Tih Rd_8731*I 'O!0 V2050 Rd Noi N 1950Th Rd i A 5: E-Nll N 2229 Th Rd N 2129Th Rd 53719 N 23Rd1Rd_N 21'StRd Wyatt ~.N20TW aRd N' !StRd 354¶ 539 ILI 98 ', P 4 I 959hR'-5: N 1.! ..... .N Rd 538 N 21St Rd 5: I 5: N 20Th Rd NUI-LaSalle County Generating Station Evacuation L2,nd [ ,1 Mil-eR-g Time Estimate Link-Node Analysis Network Figures LAS ,7 .5 t.1 ieRr~a Node Water-1 ULk Ij 1

-J Grid 22 Sbaea -0o 0s LI>L-_L-i§I OCC4LVC9CC Miles CO-dC, .CMile Figure K-23. Link-Node Analysis Network -Grid 22 LaSalle County Generating Station Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23 LaSalle County Generating Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 62 1 6 &-2525 ...... ..1 427------ --- -- ---- ------- 8 ------- N 2STh Rd--f---N! 2467 Rd N2TR{ ,, A 4 NNZ24ThhRd N 24T 52 I 1 /4 a 2-N23507h Rd 2 h/N~A 23RdT Rdd Ix iE N 22... .......52. Grid i 24J" N 22Nd Rd i 7 I al N 21st Sa ai 9 N21St Rd R 1 90I 676 IV Sub-area:

3 \II _I ari-iKem _-' .i__- LaSalle County Generating Station Evacuation5~,05; _.in Time Estimate Link-Node Analysis Network Figures LA w5, 1, 151_ M ff}ii a Node Water-i. Unk i ldex Grid Grid 24 ShLd. oMegoee Sob-area 0 0.5 Figure K-25. Link-Node Analysis Network -Grid 24 LaSalle County Generating Station K-26 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-26. Link-Node Analysis Network -Grid 25 LaSalle County Generating Station Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26 LaSalle County Generating Station Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 Figure K-28. Link-Node Analysis Network -Grid 27 LaSalle County Generating Station Evacuation Time Estimate K-29 KLD Engineering, P.C.Rev. 0 A aSdpringl 4d S 8 VandorJorqw R~LI I WSpnng .W i i R County Road -_JR5a.. .... ; " .... .. ... .. ' £ 278" 0 0 lHY& P,*aJooqadl

......., ............I.. ......-S c e d ..\&4r~die Rd i-1 state Hw 245 1,Ro13 Il I E Spring~Con'Road Rd 1000 S Grid 28 , 11279R GrandE Grand ].Rd!.. ,J St'oil R d an,ýFrý Rd 1 NC E o th R[~ ~i S At5!a: J"-d Ke -_- ,_-.. -. LaSalle County Generating Station Evacuation 2,5,10,15 Mile Rings i Time Estimate Link-Node Analysis Network Figures a Node Water K "-1ý Link i--l ,Index Gr.id. Grid 28 Shadow Regeion Sub-.re. L j i 0 01 L -.Mi00s Figure K-29. Link-Node Analysis Network -Grid 28 LaSalle County Generating Station Evacuation Time Estimate K-30 KLD Engineering, P.C.Rev. 0 Figure K-30. Link-Node Analysis Network -Grid 29 LaSalle County Generating Station Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 a, V 1950Th N 2050 Rd UJ N 20Th Rd A,&E N Rd N N 1 729 7284 N 18Th Rd 338*620 G 3 N 1850n Rd 96 621 812.0Th 1 7 Rdw k I 19 NI95Th------ ------- -N 17Th Rd 868 N l550Th Rd_ _ _ _N.15Th R ---- ---------N 16Th Rd iTa 618 619 IN I : I i I ay ---LaSalle County Generating Station Evacuation I[- Time Estimate Link-Node Analysis Network Figures , Node Water All Vj L_-.'o. Unk indeGrd I Grid 30 Shadow pRego. fm Sub-aea 0LLl1L Figure K-31. Link-Node Analysis Network -Grid 30 LaSalle County Generating Station Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 a 0"SN *N 2050Th Rd 1k:-1 N 20Th Rd J-Sub-area ,'N 1959Th Rd N 19Th Rd N 1950Th" IRd cc N 7T Rd a: 7\\U+l-799T7ýRd N 1709Trh Rdý' 1- -1____________

J ,. .,. ..Grid 31.. .9: 9: N 1659T7 R, d 9: y N 15Th.R~I 1 594'388 I-NIO55Th Rd :139 392 Rd 3 8 5 N75w~R ,596 jt X 939 N 16Th Rd N 1550Th Rd'fI 16Th 1Rd k N 14590ThRd T eeKaa _i__47_ LaSalle County Generating Station Evacuation LAS 2,5,10,.1

_l .... Time Estimate Link-Node Analysis Network Figures aNode Water I ii?~'-p [ink L.

Grid 31 Shadow 0 gO. So1-area Figure K-32. Link-Node Analysis Network -Grid 31 LaSalle County Generating Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 Figure K-33. Link-Node Analysis Network -Grid 32 LaSalle County Generating Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 Figure K-34. Link-Node Analysis Network -Grid 33 LaSalle County Generating Station Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 Figure K-35. Link-Node Analysis Network -Grid 34 LaSalle County Generating Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 Figure K-36. Link-Node Analysis Network -Grid 35 LaSalle County Generating Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Figure K-37. Link-Node Analysis Network -Grid 36 K-38 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 Figure K-38. Link-Node Analysis Network -Grid 37 LaSalle County Generating Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 Figure K-39. Link-Node Analysis Network -Grid 38 LaSalle County Generating Station Evacuation Time Estimate K-40 KLD Engineering, P.C.Rev. 0 Figure K-40. Link-Node Analysis Network -Grid 39 K-41 KID Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 Figure K-41. Link-Node Analysis Network -Grid 40 LaSalle County Generating Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 N 15T 609 610 Onveway Sub-area:

I5k W~gb St ~ i~ 44~~tm~W l Eýo No$e'tS N1T4 -II 3191'Rd -~ -48 623 43 N S N LU US 35 E Main,_-ajdqSt lb-area: 4 zti N 4ThRd 3041 N 13Th Rd 323 32 320 322Grid 3251 740 If"ii -i'3051 N 1 2 T 4 7 5 6 .1 i Rd E 3300 --, ¶ 36t..i R7-Z V2 306j*1' -lOP~les- -6251 E 320, , Northd StetdyI i~~ .. ... ... .No S Rd32 o S R I

-[ LaSalle County Generating Station Evacuation Mi_

Time Estimate Link-Node Analysis Network Figures u. -,OdGrid 41 SR 0 0 0.5* 1 1 Slsdoseg~oJ Miles ' 51 Figure K-42. Link-Node Analysis Network -Grid 41 LaSalle County Generating Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 Figure K-43. Link-Node Analysis Network -Grid 42 LaSalle County Generating Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0

%L0 Cl 0-U 0~.~ -7/C ~(.1// U~/ ~WGoOdfa Rd cc2 (I cýýWS) Hwy 10000 S W Stonoewll Rd/ýTw oo fbm Rd 10000 S Cosly li100 S~Zi Couo;iyliaid 12000 S co WScully Rd Rd Scuilly County Road 11000 S V~Sub-area:

17i 3rondgst -(CA n ty U Grid 43 b 3vea P 3"0 Non Rd I I tUIJ 627-C Jý28 state Hey 31 1 _63200 North Rd E 3200 .312 NoS, Rd SIC 7 I 2'A 1,ef-e'" 17 313 IX 3 00 0071 R /26 E 3W60 Worth d NIS z!a/~II~I SC-ut.0 N0 LaSalle County Generating Station Evacuation NodeW i~i_ ' 5Mil FlnTime Estimate Link-Node Analysis Network Figures-0 Link [illIndex-Grid ii 1bl4 i o"r Grid 43 Shadov Regio Sub-area L I. j 0.i 0 0.5' 1 L L _J iiii-iiiiiLi Miles U Figure K-44. Link-Node Analysis Network -Grid 43 LaSalle County Generating Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 Figure K-45. Link-Node Analysis Network -Grid 44 LaSalle County Generating Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 Figure K-46. Link-Node Analysis Network -Grid 45 LaSalle County Generating Station Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0

) Rd U E3-150 NRd 3 Nd---------

-& --a NRd 'X N Rd State'w EH300wOrh Rd-i 34 E 2ýNd N E295ON 'd County Hwy " N E , f4 415i: Eo E 2500 N Rd 8415'I.,t RdO~o-~j E2750 Luu E 2700 E270 N Rd N RdI E 2650 N Rd Nd E 2550 2550 N RSlate Hwy 2 I,,-_ j4.maq, LaSalle County Generating Station Evacuation

_'2, 5,.10,,15 Mile Rings Time Estimate Link-Node Analysis Network Figures a Node Water -Analysis Figures-1 Link U_ L-IndexGrid K i -Grid 46 Regi Q Sb-area..Figure K-47. Link-Node Analysis Network -Grid 46 LaSalle County Generating Station Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0 Y ~I~1'E 3000'1RO NN E 31700 N Rd NW}iI i N N or-I, NI N, N N I-I N N N N-t E 305 N Rd N Rd 3281 329 3300No 16Rd E 3000 North Rd N N N"'N E 2950 N Rd E 2900 E2!"b,II d 1 , 'NI N Rd NGrid S47 2 E 2800, f15-Miles-309--I N Li 3O 2-1 5Mries F__pO 2800 I North Rd 154,ileS -E 2700 N Rd E2700 N Rd 1 31(Ng NO N NW E2800NOthRd 8310 (IZ.2500 E 2600 N Rd Norm St Efrh N%; N-IF cc'N p.... .-LaSalle County Generating Station Evacuation

• j ,0, ii, '_L_[_ ITime Estimate Link-Node Analysis Network Figures Node Water i iiG-j. Link jie-Idexdrid I j Figure K-48. Link-Node Analysis Network -Grid 47 LaSalle County Generating Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 Figure K-49. Link-Node Analysis Network -Grid 48 LaSalle County Generating Station Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 Figure K-50. Link-Node Analysis Network -Grid 49 LaSalle County Generating Station Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics Up Don Lan Shole Flo Flow Strea Strea Legt No. of Widt Wit Rate Spe Gri 1 3 4 INTERSTATE 80 FREEWAY 19557 2 12 10 2250 70 8 2 4 3 INTERSTATE 80 FREEWAY 19557 2 12 10 2250 70 8 3 4 5 INTERSTATE 80 FREEWAY 3952 2 12 10 2250 70 8 4 5 4 INTERSTATE 80 FREEWAY 3945 2 12 10 2250 70 8 5 5 6 INTERSTATE 80 FREEWAY 3278 2 12 10 2250 70 8 6 6 5 INTERSTATE 80 FREEWAY 3269 2 12 10 2250 70 8 7 6 7 INTERSTATE 80 FREEWAY 1273 2 12 10 2250 70 9 INTERSTATE 80 OFF-RAMP TO 8 6 504 ROUTE 23 FREEWAY RAMP 751 1 16 4 1750 45 9 9 7 6 INTERSTATE 80 FREEWAY 1273 2 12 10 2250 70 9 10 7 8 INTERSTATE 80 FREEWAY 5826 2 12 10 2250 70 9 INTERSTATE 80 OFF-RAMP TO 11 7 505 ROUTE 23 FREEWAY RAMP 704 1 16 4 1750 45 9 12 8 7 INTERSTATE 80 FREEWAY 5826 2 12 10 2250 70 9 13 8 9 INTERSTATE 80 FREEWAY 6001 2 12 10 2250 70 9 14 9 8 INTERSTATE 80 FREEWAY 5999 2 12 10 2250 70 9 15 9 10 INTERSTATE 80 FREEWAY 2486 2 12 10 2250 70 9 16 10 9 INTERSTATE 80 FREEWAY 2486 2 12 10 2250 70 9 17 10 11 INTERSTATE 80 FREEWAY 1908 2 12 10 2250 70 9 18 11 10 INTERSTATE 80 FREEWAY 1908 2 12 10 2250 70 9 19 11 12 INTERSTATE 80 FREEWAY 2400 2 12 10 2250 70 9 20 12 11 INTERSTATE 80 FREEWAY 2400 2 12 10 2250 70 9 21 12 13 INTERSTATE 80 FREEWAY 15621 2 12 10 2250 70 10 LaSalle County Generating Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stea Stea Legt No of Wit idh Rt Speed Gri 22 13 12 INTERSTATE 80 FREEWAY 15621 2 12 10 2250 70 10 23 13 14 INTERSTATE 80 FREEWAY 1737 2 12 10 2250 70 10 24 14 13 INTERSTATE 80 FREEWAY 1737 2 12 10 2250 70 10 25 14 670 INTERSTATE 80 FREEWAY 8767 2 12 10 2250 70 10 26 15 670 INTERSTATE 80 FREEWAY 10578 2 12 10 2250 70 10 27 15 671 INTERSTATE 80 FREEWAY 10718 2 12 10 2250 70 11 28 16 17 INTERSTATE 80 FREEWAY 1536 2 12 10 2250 70 11 29 16 671 INTERSTATE 80 FREEWAY 9196 2 12 10 2250 70 11 30 17 16 INTERSTATE 80 FREEWAY 1536 2 12 10 2250 70 11 31 17 18 INTERSTATE 80 FREEWAY 20456 2 12 10 2250 70 12 32 18 17 INTERSTATE 80 FREEWAY 20456 2 12 10 2250 70 12 33 18 19 INTERSTATE 80 FREEWAY 8886 2 12 10 2250 70 12 34 19 18 INTERSTATE 80 FREEWAY 8886 2 12 10 2250 70 12 35 19 20 INTERSTATE 80 FREEWAY 4252 2 12 10 2250 70 13 36 20 19 INTERSTATE 80 FREEWAY 4258 2 12 10 2250 70 13 37 20 21 INTERSTATE 80 FREEWAY 3011 2 12 10 2250 70 13 38 21 20 INTERSTATE 80 FREEWAY 3011 2 12 10 2250 70 13 39 21 22 INTERSTATE 80 FREEWAY 1655 2 12 10 2250 70 13 INTERSTATE 80 OFF-RAMP TO 40 21 228 ROUTE47 FREEWAY RAMP 602 1 12 6 1750 45 13 41 22 21 INTERSTATE 80 FREEWAY 1655 2 12 10 2250 70 13 42 22 23 INTERSTATE 80 FREEWAY 8969 3 12 10 2250 70 13 INTERSTATE 80 OFF-RAMP TO 43 22 229 ROUTE47 FREEWAY RAMP 737 1 12 6 1750 45 13 44 23 22 INTERSTATE 80 FREEWAY 8969 2 12 10 2250 70 13 LaSalle County Generating Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 Up-~~~~ Don Lae Soudr FlwFo Stea Stea Legt No. of Wititae Sed Gi 45 24 25 INTERSTATE 55 FREEWAY 4508 2 12 10 2250 70 49 46 25 24 INTERSTATE 55 FREEWAY 4500 2 12 10 2250 70 49 47 25 26 INTERSTATE 55 FREEWAY 4788 2 12 10 2250 70 44 48 26 25 INTERSTATE 55 FREEWAY 4788 2 12 10 2250 70 44 49 26 27 INTERSTATE 55 FREEWAY 1986 2 12 10 2250 70 44 50 27 26 INTERSTATE 55 FREEWAY 1986 2 12 10 2250 70 44 51 27 28 INTERSTATE 55 FREEWAY 2526 2 12 10 2250 70 44 52 28 27 INTERSTATE 55 FREEWAY 2526 2 12 10 2250 70 44 53 28 29 INTERSTATE 55 FREEWAY 4793 2 12 10 2250 70 44 54 29 28 INTERSTATE 55 FREEWAY 4789 2 12 10 2250 70 44 55 29 30 INTERSTATE 55 FREEWAY 5788 2 12 10 2250 70 44 56 30 29 INTERSTATE 55 FREEWAY 5788 2 12 10 2250 70 44 57 30 31 INTERSTATE 55 FREEWAY 2273 2 12 10 2250 70 44 58 31 30 INTERSTATE 55 FREEWAY 2273 2 12 10 2250 70 44 59 31 32 INTERSTATE 55 FREEWAY 2640 2 12 10 2250 70 44 60 32 31 INTERSTATE 55 FREEWAY 2640 2 12 10 2250 70 44 61 32 37 INTERSTATE 55 FREEWAY 5403 2 12 10 2250 70 44 62 33 34 INTERSTATE 55 FREEWAY 4872 2 12 10 2250 70 37 63 34 33 INTERSTATE 55 FREEWAY 4859 2 12 10 2250 70 37 64 34 35 INTERSTATE 55 FREEWAY 1913 2 12 10 2250 70 37 65 35 34 INTERSTATE 55 FREEWAY 1637 2 12 10 2250 70 37 66 35 36 INTERSTATE 55 FREEWAY 5570 2 12 10 2250 70 37 67 36 35 INTERSTATE 55 FREEWAY 5583 2 12 10 2250 70 37 68 36 37 INTERSTATE 55 FREEWAY 21200 2 12 10 2250 70 44 69 37 32 INTERSTATE 55 FREEWAY 5393 2 12 10 2250 70 44 LaSalle County Generating Station K-54 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up- Down Lan Sholde Flo Flow 70 37 36 INTERSTATE 55 FREEWAY 21109 12 10 2250 70 44 71 38 39 US 6 COLLECTOR 4843 1 12 1 1700 50 17 72 38 59 US 6 COLLECTOR 1059 1 12 1 1700 50 17 73 39 58 US 6 COLLECTOR 516 1 12 1 1700 40 17 74 40 41 US 6 COLLECTOR 5607 1 14 0 1700 40 17 75 41 43 ROUTE 6 COLLECTOR 276 1 14 0 1700 40 17 76 41 109 ROUTE 15 COLLECTOR 593 1 12 2 1575 35 17 77 43 44 US 6 COLLECTOR 278 1 14 0 1700 40 17 78 44 45 US 6 COLLECTOR 2655 1 14 0 1700 40 17 79 45 46 US 6 COLLECTOR 373 1 14 0 1700 40 17 80 46 47 US 6 COLLECTOR 2423 1 14 0 1700 50 17 81 47 48 US 6 COLLECTOR 1862 1 12 4 1700 60 17 82 48 49 US 6 COLLECTOR 2284 1 12 4 1700 60 17 83 49 50 US 6 COLLECTOR 771 1 12 4 1700 60 16 84 50 57 US 6 COLLECTOR 2614 1 12 4 1700 60 16 85 51 52 US 6 COLLECTOR 3676 1 12 4 1700 60 16 86 52 53 US 6 COLLECTOR 3288 1 12 4 1700 60 16 87 53 54 US 6 COLLECTOR 2118 1 12 4 1700 60 16 88 54 56 US6 COLLECTOR 2389 1 12 4 1700 60 16 89 55 454 US6 MINOR ARTERIAL 1409 2 12 2 1900 50 16 90 55 699 ROUTE 71 MINOR ARTERIAL 346 2 12 6 1900 50 16 91 56 55 US 6 COLLECTOR 607 1 12 2 1750 45 16 92 56 699 ROUTE 71 COLLECTOR 571 1 12 0 1700 45 16 93 57 51 US 6 COLLECTOR 2359 1 12 4 1700 60 16 94 58 40 US 6 COLLECTOR 453 1 12 1 1700 40 17 LaSalle County Generating Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 0 0 95 59 38 US 6 COLLECTOR 1046 1 12 4 1700 50 17 96 59 60 US 6 COLLECTOR 4388 1 12 1 1700 50 17 97 59 667 E2625TH RD LOCAL ROADWAY 2166 1 10 0 1700 40 17 98 60 61 US 6 COLLECTOR 2805 1 12 1 1700 50 18 99 61 62 US 6 COLLECTOR 1873 1 12 1 1700 50 18 100 62 63 US 6 COLLECTOR 1330 1 12 1 1700 50 18 101 63 64 US 6 COLLECTOR 3434 1 12 1 1700 60 18 102 64 65 US 6 COLLECTOR 2242 1 12 1 1750 40 18 103 65 66 US 6 COLLECTOR 2299 1 12 3 1700 40 18 104 65 650 ROUTE 25 COLLECTOR 1081 1 12 1 1700 40 18 105 66 67 US6 COLLECTOR 1308 1 12 3 1700 55 18 106 67 68 US6 COLLECTOR 2876 1 12 3 1700 60 18 107 68 69 US6 COLLECTOR 3319 1 12 3 1700 60 18 108 69 70 US6 COLLECTOR 5152 1 12 3 1700 60 18 109 70 694 US6 COLLECTOR 1711 1 12 4 1700 50 18 110 71 72 US6 COLLECTOR 8578 1 12 2 1750 60 18 111 72 73 US6 COLLECTOR 10595 1 12 6 1700 50 12 112 72 81 SENECA RD COLLECTOR 2089 1 12 4 1700 50 11 113 73 74 US6 COLLECTOR 10591 1 12 4 1700 50 12 114 74 75 U56 COLLECTOR 8694 1 12 6 1700 55 12 115 74 238 SARATOGA RD COLLECTOR 5406 1 11 0 1700 45 12 116 75 76 US6 COLLECTOR 1347 1 12 4 1750 50 13 117 76 77 US 6 COLLECTOR 3121 1 12 2 1750 45 13 118 77 78 US 6 COLLECTOR 743 1 12 1 1750 35 13 119 78 79 US6 COLLECTOR 165 1 12 1 1750 35 13 LaSalle County Generating Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flow Flo Strea Strea Legt No. of Wit Wit Rat Spe Gri 120 78 223 LISBON ST COLLECTOR 2713 1 12 4 1350 35 13 121 79 202 US 6 COLLECTOR 1237 1 12 1 1350 35 13 122 80 226 ROUTE 47 MINOR ARTERIAL 762 2 12 0 1750 45 13 INTERSTATE 80 ON-RAMP FROM 123 81 17 ROUTE 6 FREEWAY RAMP 901 1 14 6 1700 45 11 124 81 82 SENECA RD COLLECTOR 1004 1 12 6 1700 50 11 125 82 697 SENECA RD COLLECTOR 1029 1 12 6 1700 50 11 126 83 84 ROUTE 6 COLLECTOR 5335 1 12 1 1700 55 25 127 83 89 ROUTE 6 COLLECTOR 5177 1 12 1 1700 55 25 128 84 85 ROUTE 6 COLLECTOR 10775 1 12 2 1700 55 26 129 84 776 ROUTE 39 COLLECTOR 15763 1 12 1 1700 60 34 130 85 127 ROUTE 170 COLLECTOR 5347 1 12 2 1700 55 26 131 85 774 ROUTE 6 COLLECTOR 5184 1 12 2 1700 60 26 132 85 775 ROUTE 170 COLLECTOR 15753 1 12 2 1700 60 34 133 86 87 ROUTE 9 COLLECTOR 13284 1 12 2 1700 60 27 134 86 299 GONNAM RD COLLECTOR 12607 1 12 1 1700 60 27 135 87 178 VERONA RD COLLECTOR 23994 1 12 1 1700 50 27 136 87 752 ROUTE 9 COLLECTOR 5141 1 12 2 1700 60 27 137 87 769 VERONA RD COLLECTOR 15735 1 12 1 1700 55 35 138 88 278 ROUTE 47 COLLECTOR 5309 1 12 2 1700 45 28 139 88 280 ROUTE 47 COLLECTOR 21219 1 12 1 1700 60 36 140 89 321 ROUTE 6 COLLECTOR 5459 1 12 1 1700 55 25 141 89 416 ROUTE 30 COLLECTOR 13326 1 12 2 1700 50 25 142 90 334 ROUTE 15 COLLECTOR 21070 1 12 1 1700 60 32 143 90 425 ROUTE 15 COLLECTOR 10568 1 12 1 1700 60 24 LaSalle County Generating Station K-57 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 0 Up Down Lane Shole Flo Flow Stea Stea Legt No of Wdh Wdh Rt Speed Gri 144 90 592 ROUTE 6 COLLECTOR 22307 1 12 1 1700 55 24 145 91 92 ROUTE 6 COLLECTOR 5309 1 12 0 1700 55 23 146 91 675 ROUTE 23 COLLECTOR 1597 1 12 1 1700 45 24 147 91 676 ROUTE 23 COLLECTOR 2102 1 12 4 1700 45 24 148 92 93 ROUTE 6 COLLECTOR 2543 1 12 0 1700 55 23 149 93 754 ROUTE 6 COLLECTOR 5335 1 12 0 1700 60 23 150 94 95 ROUTE 6 COLLECTOR 4145 1 12 0 1700 55 23 151 95 96 ROUTE 6 COLLECTOR 1873 1 12 0 1700 40 23 152 96 97 ROUTE 6 COLLECTOR 1876 1 12 0 1700 40 22 153 97 98 ROUTE 6 COLLECTOR 2811 1 12 0 1700 50 22 154 98 99 ROUTE 6 COLLECTOR 9651 1 12 0 1700 55 22 155 99 100 ROUTE 6 COLLECTOR 1667 1 12 0 1700 45 22 156 100 101 ROUTE 6 COLLECTOR 1532 1 12 0 1700 45 22 157 101 549 ROUTE 8 COLLECTOR 1242 1 12 1 1700 45 22 158 102 103 MOREY RD LOCAL ROADWAY 5236 1 9 0 1700 50 11 159 103 698 ROUTE 21 LOCAL ROADWAY 10773 1 10 0 1700 50 11 160 104 723 W MINOOKA RD LOCAL ROADWAY 26540 1 10 0 1700 50 5 161 109 110 ROUTE 15 COLLECTOR 467 1 12 2 1350 30 17 162 110 111 ROUTE 15 COLLECTOR 426 1 12 2 1575 35 17 163 111 112 ROUTE 15 COLLECTOR 976 1 12 2 1575 35 17 164 112 113 ROUTE 15 COLLECTOR 5862 1 12 0 1700 45 17 165 113 738 ROUTE 15 COLLECTOR 6018 1 12 1 1750 60 17 INTERSTATE 80 ON-RAMP FROM 166 114 14 ROUTE 15 FREEWAY RAMP 1111 1 12 6 1700 45 10 167 114 115 ROUTE 15 COLLECTOR 1178 1 12 8 1700 50 10 LaSalle County Generating Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 Up Don Lan Shole Flow Flo Stra Strea Legt No of Wit Widt Rat Spe Grid INTERSTATE 80 ON-RAMP FROM ROUTE 15 168 169 115 115 13 FREEWAY RAMP 1000 1 12 6 1700 45 10-4 F + + 4 F 701 ROUTE 15 COLLECTOR 1323 1 12 8 1700 55 10 170 116 117 ROUTE 15 COLLECTOR 951 1 10 0 1700 40 10 171 117 118 ROUTE 15 COLLECTOR 642 1 10 0 1700 45 10 172 118 119 ROUTE 15 COLLECTOR 548 1 10 0 1700 45 10 173 119 707 ROUTE 71 COLLECTOR 3740 1 12 3 1700 45 10 174 120 121 ROUTE 71 COLLECTOR 1463 1 12 4 1700 50 9 INTERSTATE 80 ON-RAMP FROM 175 121 737 ROUTE 71 FREEWAY RAMP 731 1 12 8 1700 45 9 176 121 780 ROUTE 71 COLLECTOR 1687 1 12 3 1700 60 9 177 122 123 ROUTE 71 COLLECTOR 4974 1 12 3 1700 60 10 178 122 710 ROUTE 21 COLLECTOR 2528 1 12 4 1700 45 9 179 123 119 ROUTE 71 COLLECTOR 4465 1 12 3 1700 60 10 180 124 125 ROUTE71 COLLECTOR 3189 1 12 3 1700 60 3 181 125 126 ROUTE 71 COLLECTOR 4368 1 12 3 1700 60 3 182 127 128 ROUTE 170 COLLECTOR 9693 1 12 2 1700 55 26 183 128 129 ROUTE 170 COLLECTOR 3784 1 12 2 1700 50 26 184 129 130 ROUTE 170 COLLECTOR 1840 1 12 2 1700 50 26 185 130 638 ROUTE 170 COLLECTOR 700 1 12 2 1750 40 26 186 131 163 ROUTE 36 COLLECTOR 2132 1 12 2 1700 45 18 187 131 638 ROUTE 36 COLLECTOR 556 1 12 2 1750 45 18 188 132 133 ROUTE 170 COLLECTOR 2135 1 12 1 1575 35 18 189 133 134 ROUTE 170 COLLECTOR 1650 1 12 1 1575 35 18 190 134 65 ROUTE 170 COLLECTOR 3550 1 12 1 1750 30 18 LaSalle County Generating Station Evacuation Time Estimate K-59 KLD Engineering, P.C.Rev. 0 0 Sauato Fre Up- Do n Lan Shule Flo Flo Strua Stea Legt No. of Wit Widt Rae Sed Gi Link #S Node Nod Roawa Nam Roda Typ (f. Lae (f. f.5- mp)Nme 191 134 691 OLD STAGE RD COLLECTOR 1061 1 12 1 1350 30 18 192 135 136 OLD STAGE RD COLLECTOR 4975 1 12 1 1575 35 18 193 136 137 OLD STAGE RD COLLECTOR 469 1 12 1 1700 45 18 194 137 138 OLD STAGE RD COLLECTOR 1437 1 12 1 1700 45 18 195 138 139 OLD STAGE RD COLLECTOR 380 1 12 1 1700 45 18 196 139 140 OLD STAGE RD COLLECTOR 1601 1 12 1 1700 45 18 197 140 141 OLD STAGE RD COLLECTOR 961 1 12 1 1700 45 18 198 141 142 OLD STAGE RD COLLECTOR 3242 1 12 1 1700 45 18 199 142 143 OLD STAGE RD COLLECTOR 2590 1 12 1 1700 45 18 200 143 144 OLD STAGE RD COLLECTOR 5830 1 12 1 1700 45 19 201 144 145 OLD STAGE RD COLLECTOR 2638 1 12 1 1700 45 19 202 145 146 OLD STAGE RD COLLECTOR 1180 1 12 1 1700 45 19 203 146 147 OLD STAGE RD COLLECTOR 1014 1 12 1 1700 40 19 204 147 148 OLD STAGE RD COLLECTOR 2279 1 12 1 1700 45 19 205 148 149 OLD STAGE RD COLLECTOR 2144 1 12 1 1700 45 19 206 149 150 OLD STAGE RD COLLECTOR 1825 1 12 1 1700 45 19 207 150 151 OLD STAGE RD COLLECTOR 1912 1 12 1 1700 45 19 208 151 152 OLD STAGE RD COLLECTOR 2377 1 12 1 1700 45 19 209 152 153 OLD STAGE RD COLLECTOR 905 1 12 1 1700 45 19 210 153 154 CR-2 COLLECTOR 1312 1 12 1 1700 45 19 211 153 683 CR-2 COLLECTOR 3315 1 12 2 1700 50 19 212 154 155 CR-2 COLLECTOR 2681 1 12 1 1700 45 19 213 155 156 CR-2 COLLECTOR 3399 1 12 1 1700 45 19 214 156 157 CR-2 COLLECTOR 824 1 12 1 1700 45 20 215 157 158 CR-2 COLLECTOR 2919 1 12 1 1575 35 20 LaSalle County Generating Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 Strea Strea Lengt No of Widt Widt Rat Spe Grid 216k 15 159e CR-2 CodaNm oLLEC yTOR e 1105) 1ae 12t. 4f. 1575 35ph 20be 219 160 215 FULTON ST COLLECTOR 311 1 12 1 1575 30 20 220 161 162 CR-2 COLLECTOR 626 1 12 1 1750 30 20 221 161 197 LIBERTY ST COLLECTOR 340 1 12 1 1750 30 20 222 162 207 ROUTE 47 MINOR ARTERIAL 671 2 12 1 1750 35 20 223 163 164 ROUTE 36 COLLECTOR 895 1 12 1 1700 45 18 224 164 165 ROUTE 36 COLLECTOR 1986 1 12 1 1700 45 18 225 165 166 ROUTE 36 COLLECTOR 1080 1 12 1 1700 45 18 226 166 167 ROUTE 36 COLLECTOR 702 1 12 1 1700 45 18 227 167 579 ROUTE 36 COLLECTOR 424 1 12 1 1700 45 18 228 168 169 ROUTE 36 COLLECTOR 410 1 10 1 1125 25 18 229 169 170 ROUTE 36 COLLECTOR 760 1 10 0 1350 30 18 230 170 171 ROUTE 36 COLLECTOR 632 1 10 0 1575 35 18 231 171 172 ROUTE 36 COLLECTOR 870 1 10 0 1575 35 18 232 172 173 ROUTE 36 COLLECTOR 769 1 10 0 1350 30 18 233 173 174 ROUTE 36 COLLECTOR 394 1 10 0 1125 25 18 234 174 175 ROUTE 36 COLLECTOR 2160 1 10 2 1700 45 18 235 175 578 ROUTE 36 COLLECTOR 1918 1 10 2 1700 40 18 236 176 177 ROUTE 36 COLLECTOR 4766 1 112 0 1700 45 19 237 177 178 ROUTE 6 COLLECTOR 10615 1 12 0 1700 45 19 238 178 179 ROUTE 6 COLLECTOR 5284 1 12 1 1700 50 19 239 1179 1751 ROUTE 6 COLLECTOR 7543 1 12 1 1700 50 19 240 1180 1181 ROUTE 6 COLLECTOR 2614 1 12 1 1700 50 20 LaSalle County Generating Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 Stem Sraegh N.o Wit Wit Rat Speed Gri Link #* Nod Node Roda Nam Roda Typ (f. Lae (f. (f.S.p mh) Nme 242 182 183 ROUTE 47 MINOR ARTERIAL 2658 2 12 2 1750 45 20 243 183 184 ROUTE 19 COLLECTOR 1287 2 12 2 1900 60 20 244 183 193 ROUTE 47 MINOR ARTERIAL 4945 2 12 4 1750 45 20 245 184 185 ROUTE 19 COLLECTOR 610 1 12 2 1700 60 20 246 185 186 ROUTE 19 COLLECTOR 4500 1 12 3 1700 55 20 247 186 187 ROUTE 19 COLLECTOR 912 1 12 3 1700 50 20 248 187 188 ROUTE 19 COLLECTOR 1050 1 12 3 1700 50 20 249 188 189 ROUTE 19 COLLECTOR 2595 1 12 3 1700 50 20 250 189 190 ROUTE 19 COLLECTOR 628 1 12 3 1700 50 20 251 190 191 ROUTE 19 COLLECTOR 2377 1 12 2 1700 55 20 252 192 182 ROUTE 47 MINOR ARTERIAL 1356 2 12 4 1750 45 20 253 193 194 ROUTE 47 MINOR ARTERIAL 381 2 12 1 1750 35 20 254 193 688 W ILLINOIS AVE COLLECTOR 1333 1 12 1 1350 30 20 255 194 162 ROUTE 47 MINOR ARTERIAL 638 2 12 1 1750 35 20 256 194 689 E WASHINGTON ST COLLECTOR 2017 1 12 1 1575 35 20 257 195 194 E WASHINGTON ST COLLECTOR 606 1 12 1 1750 30 20 258 195 196 LIBERTY ST COLLECTOR 324 1 12 1 1750 30 20 259 196 161 LIBERTY ST COLLECTOR 349 1 12 1 1750 30 20 260 197 198 LIBERTY ST COLLECTOR 328 1 12 1 1750 30 20 261 198 199 LIBERTY ST COLLECTOR 324 1 12 1 1750 30 20 262 198 207 NORTH ST COLLECTOR 612 1 12 1 1750 30 20 263 199 200 LIBERTY ST COLLECTOR 358 1 12 1 1750 30 20 264 200 209 BENTON ST COLLECTOR 599 1 12 1 1750 30 20 265 200 211 LIBERTY ST COLLECTOR 2199 1 12 1 1350 30 20 LaSalle County Generating Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 Up- Down- Lan Sholde Flo Flow 266 201 202 LIBERTY ST COLLECTOR 580 1 12 1 1350 30 13 267 202 80 US 6 COLLECTOR 597 1 12 1 1750 35 13 268 203 200 BENTON ST COLLECTOR 647 1 12 1 1750 30 20 269 203 204 LISBON ST COLLECTOR 634 1 12 1 1350 30 20 270 204 205 LISBON ST COLLECTOR 994 1 12 1 1350 30 20 271 205 206 LISBON ST COLLECTOR 714 1 12 1 1350 30 20 272 206 79 LISBON ST COLLECTOR 1074 1 12 1 1750 35 13 273 206 211 HIGH ST COLLECTOR 1183 1 12 1 1350 30 13 274 207 209 ROUTE 47 MINOR ARTERIAL 689 2 12 1 1750 35 20 275 208 199 CHAPIN ST COLLECTOR 655 1 12 1 1750 30 20 276 208 203 FULTON ST COLLECTOR 351 1 12 1 1575 30 20 277 209 210 ROUTE47 MINOR ARTERIAL 2198 2 12 1 1750 35 20 278 209 216 ARMSTRONG ST COLLECTOR 271 1 12 0 1575 35 20 279 210 80 ROUTE47 MINOR ARTERIAL 1619 2 12 0 1750 35 13 280 211 201 LIBERTY ST COLLECTOR 845 1 12 1 1350 30 13 281 211 206 HIGH ST COLLECTOR 1183 1 12 1 1350 30 13 282 211 210 HIGH ST COLLECTOR 609 1 12 1 1750 30 13 283 212 195 W WASHINGTON ST COLLECTOR 633 1 12 1 1750 30 20 284 212 213 FULTON ST COLLECTOR 314 1 12 1 1575 30 20 285 213 160 FULTON ST COLLECTOR 354 1 12 1 1575 30 20 286 213 196 MAIN ST COLLECTOR 651 1 12 1 1750 30 20 287 214 198 NORTH ST COLLECTOR 648 1 12 1 1750 30 20 288 214 208 FULTON ST COLLECTOR 320 1 12 1 1575 30 20 289 215 197 JACKSON ST COLLECTOR 652 1 12 1 1750 30 20 290 215 214 FULTON ST COLLECTOR 339 1 12 1 1575 30 20 LaSalle County Generating Station K-63 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 0 Up Don Ln Shole Flo Flow 216 217 ARMSTRONG ST COLLECTOR 442 1 12 0 1575 35 20 217 218 ARMSTRONG ST COLLECTOR 211 1 12 0 1575 35 20 293 218 219 ARMSTRONG ST COLLECTOR 4362 1 12 0 1700 40 20 294 219 727 ASHLEY RD COLLECTOR 1444 1 12 0 1700 40 20 295 221 222 E WASHINGTON ST COLLECTOR 1787 1 12 1 1700 40 20 296 222 219 E WASHINGTON ST COLLECTOR 1690 1 12 0 1700 40 20 297 223 224 LISBON ST COLLECTOR 2889 1 12 4 1750 35 13 298 224 225 LISBON ST COLLECTOR 10819 1 12 4 1700 50 13 299 224 681 GORE RD COLLECTOR 1475 1 12 1 1575 35 13 300 225 723 LISBON ST COLLECTOR 13535 1 12 4 1700 50 12 301 226 227 ROUTE 47 MINOR ARTERIAL 2756 2 12 1 1750 50 13 302 227 228 ROUTE47 MINOR ARTERIAL 1493 2 12 1 1750 50 13 303 227 242 ROUTE 6 COLLECTOR 813 1 12 2 1750 45 13 INTERSTATE 80 ON-RAMP FROM 304 228 22 ROUTE 47 FREEWAY RAMP 1445 2 12 6 1900 45 13 305 228 229 ROUTE 47 MINOR ARTERIAL 1091 2 12 1 1750 50 13 306 229 228 ROUTE 47 MINOR ARTERIAL 1091 2 12 1 1750 45 13 307 229 230 ROUTE47 MINOR ARTERIAL 860 2 12 1 1750 50 13 308 230 229 ROUTE 47 MINOR ARTERIAL 859 2 12 1 1750 50 13 309 230 231 ROUTE47 MINOR ARTERIAL 2398 2 12 1 1900 55 13 310 231 646 ROUTE 47 COLLECTOR 2032 1 12 2 1750 55 13 311 232 227 GREEN ACRES DR COLLECTOR 1204 1 12 1 1750 25 13 312 233 230 GORE RD COLLECTOR 206 1 12 1 1750 30 13 313 234 233 GORE RD COLLECTOR 639 1 12 1 1575 35 13 314 235 234 GORE RD COLLECTOR 1268 1 12 1 1575 35 13 LaSalle County Generating Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 Up- Down Lan Sholde Flo Flow05 35 236 235 GORE RD COLLECTOR 746 1 12 1 1750 30 13 36 237 682 GORE RD COLLECTOR 3989 1 11 0 1575 35 13 317 238 237 GORE RD COLLECTOR 5095 1 11 0 1575 35 12 318 239 77 UNION ST COLLECTOR 3338 1 12 2 1750 30 20 319 240 76 LAKEWOOD DR COLLECTOR 2038 1 12 1 1750 30 13 320 241 75 EDGEWATER DR COLLECTOR 1000 1 12 0 1350 30 13 321 242 243 ROUTE 6 COLLECTOR 739 1 12 2 1750 45 13 322 243 779 ROUTE 6 COLLECTOR 2349 1 12 2 1700 45 13 323 244 181 ROUTE 47 COLLECTOR 7963 1 12 2 1700 60 28 324 244 245 ROUTE 113 COLLECTOR 10647 1 12 2 1700 55 28 325 246 639 N 2553RD RD COLLECTOR 8765 1 12 2 1700 50 18 326 247 246 N 2553RD RD COLLECTOR 1542 1 12 2 1700 45 18 327 248 247 N 2553RD RD COLLECTOR 889 1 12 2 1700 45 17 328 249 248 N 2553RD RD COLLECTOR 1147 1 12 2 1700 45 17 329 250 249 N 2553RD RD COLLECTOR 769 1 12 2 1700 45 17 330 251 250 N 2553RD RD COLLECTOR 6559 1 12 2 1700 50 17 331 251 252 N 2553RD RD COLLECTOR 5084 1 12 2 1700 50 17 332 252 253 N 2553RD RD COLLECTOR 1369 1 12 2 1700 50 17 333 253 254 N 2553RD RD COLLECTOR 1709 1 12 2 1750 50 17 334 254 255 ROUTE 30 COLLECTOR 2529 1 12 1 1700 50 17 335 255 256 ROUTE 55 COLLECTOR 643 1 12 2 1700 45 17 336 256 257 ROUTE 55 COLLECTOR 1566 1 12 1 1700 45 17 337 256 432 ROUTE 15 COLLECTOR 3890 1 12 1 1700 55 17 338 257 258 ROUTE 55 COLLECTOR 931 1 12 1 1700 45 17 339 258 259 ROUTE 55 COLLECTOR 3492 1 12 0 1700 50 17 K-65 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate K-65 KLD Engineering, P.C.Rev. 0 0 Up- Dow- Lane Shule Flo Flow 00 30 259 260 ROUTE 55 COLLECTOR 837 1 12 0 1700 45 17 31 260 261 ROUTE 55 COLLECTOR 1107 1 12 0 1700 45 17 342 261 262 ROUTE 55 COLLECTOR 1071 1 12 0 1700 45 16 343 262 263 ROUTE 55 COLLECTOR 1260 1 12 0 1700 45 16 344 263 264 ROUTE 55 COLLECTOR 2964 1 12 0 1700 50 16 345 264 265 ROUTE 55 COLLECTOR 1114 1 12 0 1700 45 16 346 265 747 ROUTE 55 COLLECTOR 419 1 12 0 1700 45 16 347 266 267 ROUTE 55 COLLECTOR 1291 1 12 0 1700 45 16 348 267 268 ROUTE 55 COLLECTOR 4821 1 12 0 1700 45 16 349 268 269 ROUTE 55 COLLECTOR 4650 1 12 0 1700 45 16 350 269 277 N 2703RD RD COLLECTOR 1019 1 12 0 1700 40 16 351 269 580 ROUTE 55 COLLECTOR 6990 1 12 2 1700 45 16 352 270 271 1ST AVE MINOR ARTERIAL 987 2 12 0 1900 45 16 353 271 272 STATEST MINOR ARTERIAL 1664 2 12 0 1900 45 16 354 272 523 STATEST MINOR ARTERIAL 933 2 12 0 1900 40 16 355 273 585 N 2703RD RD COLLECTOR 2450 1 12 0 1700 45 16 356 274 273 N 2703RD RD COLLECTOR 696 1 12 0 1575 35 16 357 275 584 N 2703RD RD COLLECTOR 847 1 12 0 1575 35 16 358 276 275 N 2703RD RD COLLECTOR 2617 1 12 0 1700 45 16 359 277 276 N 2703RD RD COLLECTOR 639 1 12 0 1575 35 16 360 278 244 ROUTE 47 COLLECTOR 10615 1 12 2 1700 60 28 361 278 279 REED RD LOCAL ROADWAY 10705 1 10 1 1700 45 28 362 280 283 GARDNER RD COLLECTOR 10560 1 12 1 1700 60 36 363 280 284 ROUTE 47 COLLECTOR 10559 1 12 1 1700 60 36 LaSalle County Generating Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 Up B .- Donae Shole Flo Flow Stem SramLnt So of Wit Wit Rat Spe Gri INTERSTATE 55 ON-RAMP FROM 364 281 35 GARDNER RD FREEWAY RAMP 909 1 12 8 1700 45 37 365 281 282 GARDNER RD COLLECTOR 851 1 12 4 1700 50 37 INTERSTATE 55 ON-RAMP FROM 366 282 34 GARDNER RD FREEWAY RAMP 1016 1 12 8 1700 45 37 367 283 281 GARDNER RD COLLECTOR 15117 1 12 1 1700 60 37 368 284 641 ROUTE 47 COLLECTOR 11076 1 12 2 1700 60 44 INTERSTATE 55 ON-RAMP FROM 369 285 30 ROUTE47 FREEWAY RAMP 1619 1 12 8 1700 45 44 370 285 286 ROUTE 47 COLLECTOR 1732 1 12 8 1700 55 44 INTERSTATE 55 ON-RAMP FROM 371 286 31 ROUTE 47 FREEWAY RAMP 1615 1 12 8 1700 45 44 372 287 292 ROUTE 39 COLLECTOR 503 1 12 1 1700 50 34 373 287 293 ROUTE 170 COLLECTOR 679 1 12 1 1575 35 34 374 288 289 ROUTE 170 COLLECTOR 384 1 12 1 1575 35 34 375 289 290 ROUTE 170 COLLECTOR 473 1 12 1 1575 35 34 376 289 291 GARDNER RD COLLECTOR 262 1 12 1 1125 25 34 377 290 289 ROUTE 170 COLLECTOR 473 1 12 1 1575 35 34 378 290 293 ROUTE 170 COLLECTOR 9399 1 12 1 1700 60 34 379 291 636 N 17TH RD COLLECTOR 5306 1 12 0 1700 60 34 380 292 773 ROUTE 170 COLLECTOR 4826 1 12 1 1700 60 34 381 293 290 ROUTE 170 COLLECTOR 9399 1 12 1 1700 60 34 382 293 292 ROUTE 170 COLLECTOR 903 1 12 1 1700 40 34 383 294 83 LAS ENTRANCE COLLECTOR 1959 1 12 2 1350 30 25 384 295 287 ROUTE 5 COLLECTOR 5243 1 12 1 1700 60 33 385 295 318 ROUTE 5 COLLECTOR 10600 1 12 1 1750 60 33 LaSalle County Generating Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flo Flow Strea Stra Legt No of Wit Wit Rat Spe Grid 38ink 9 77 NodeAR Nod COLLECTO Nam 1873wa Typ Lae (f12 (I 1mh Nu170ber 2 387 297 296 GONNAM RD COLLECTOR 1204 1 12 1 1700 45 27 388 298 297 GONNAM RD COLLECTOR 1319 1 12 1 1700 50 27 389 299 298 GONNAM RD COLLECTOR 1260 1 12 1 1700 45 27 390 300 302 GARDNER RD COLLECTOR 5340 1 12 0 1700 60 35 391 301 770 BUFFALO RD COLLECTOR 7804 1 12 0 1700 45 35 392 302 753 GARDNER RD COLLECTOR 5360 1 12 0 1700 55 35 393 303 304 ROUTE 170 COLLECTOR 10626 1 12 1 1700 60 42 394 304 305 ROUTE 170 COLLECTOR 4473 1 12 1 1700 60 42 395 305 750 ROUTE 170 COLLECTOR 798 1 12 1 1700 60 42 396 306 624 ROUTE 170 COLLECTOR 2025 1 12 1 1700 60 42 397 307 308 ROUTE 170 COLLECTOR 10623 1 12 1 1700 60 48 398 307 327 ROUTE 17 COLLECTOR 15519 1 12 1 1700 60 41 399 307 630 ROUTE 17 COLLECTOR 16042 1 12 1 1700 60 42 400 308 309 ROUTE 170 COLLECTOR 10624 1 12 1 1700 60 48 401 309 310 ROUTE 170 COLLECTOR 5233 1 12 1 1700 60 48 402 311 312 ROUTE 17 COLLECTOR 15786 1 12 1 1700 60 43 403 312 313 ROUTE 17 COLLECTOR 10027 1 12 1 1700 60 43 INTERSTATE 55 ON-RAMP FROM 404 313 26 ROUTE 17 FREEWAY RAMP 1100 1 12 4 1700 45 44 405 313 314 ROUTE 17 COLLECTOR 1513 1 12 1 1700 55 44 INTERSTATE 55 ON-RAMP FROM 406 314 27 ROUTE 17 FREEWAY RAMP 1222 1 12 4 1700 45 44 407 315 300 GARDNER RD COLLECTOR 10287 1 12 0 1700 60 35 408 315 316 JOHNNY RUN RD COLLECTOR 26271 1 12 0 1750 60 43 LaSalle County Generating Station Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 UP Down Lane Shole Flwlo Stea Stea Legt No. of Wdt idh Rae See Gri 409 316 627 JOHNNY RUN RD COLLECTOR 2292 1 12 0 1700 50 43 410 317 777 E 24TH ST COLLECTOR 5268 1 10 0 1750 45 33 411 318 334 ROUTE 5 COLLECTOR 10658 1 12 1 1700 60 33 412 318 772 E 24TH ST COLLECTOR 5495 1 9 1 1700 50 33 413 319 748 E 24TH ST COLLECTOR 749 1 9 1 1350 30 33 414 320 322 E 24TH ST COLLECTOR 1092 1 12 4 1700 40 41 415 321 317 E 24TH ST COLLECTOR 10612 1 10 0 1700 45 33 416 321 778 ROUTE 6 COLLECTOR 1604 1 12 1 1700 55 25 417 322 323 ROUTE 18 COLLECTOR 1377 1 12 1 1700 50 41 418 322 324 ROUTE 18 COLLECTOR 2257 1 12 1 1700 55 41 419 323 335 ROUTE 18 COLLECTOR 8253 1 12 1 1700 60 41 420 324 325 ROUTE 18 COLLECTOR 2317 1 12 1 1700 60 41 421 325 749 ROUTE 18 COLLECTOR 803 1 12 1 1700 60 41 422 326 327 ROUTE 18 COLLECTOR 4872 1 12 2 1700 60 41 423 327 328 ROUTE 17 COLLECTOR 9090 1 12 2 1700 60 41 424 328 329 ROUTE 17 COLLECTOR 2190 1 12 2 1700 45 47 425 329 330 ROUTE 17 COLLECTOR 19965 1 12 2 1700 60 46 426 330 331 ROUTE 17 COLLECTOR 15638 1 12 2 1700 60 46 427 331 332 ROUTE 17 COLLECTOR 10655 1 12 2 1700 60 45 428 331 415 ROUTE 23 COLLECTOR 5504 1 12 6 1700 60 46 429 332 333 ROUTE 17 COLLECTOR 5365 1 12 2 1700 60 45 430 334 336 ROUTES COLLECTOR 26126 1 12 1 1750 60 32 431 334 609 ROUTE 15 COLLECTOR 12465 1 12 1 1700 60 33 432 335 345 ROUTE 18 COLLECTOR 15953 1 12 1 1700 60 40 433 336 390 ROUTE 23 MINOR ARTERIAL 5008 2 12 8 1900 60 32 LaSalle County Generating Station Evacuation Time Estimate K-69 KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flow Flo 434 336 594 ROUTE 23 MINOR ARTERIAL 1737 2 12 8 1900 60 32 435 337 594 ROUTE 23 COLLECTOR 3359 1 12 4 1700 55 32 436 337 755 LEONORE RD COLLECTOR 10492 1 12 4 1700 55 31 437 338 620 ROUTE 5 COLLECTOR 1221 1 12 1 1575 35 30 438 338 728 ROUTE 5 COLLECTOR 2759 1 12 4 1700 40 30 439 339 340 ROUTE 5 COLLECTOR 1061 1 12 1 1700 50 38 440 340 341 ROUTES COLLECTOR 6344 1 12 1 1700 55 38 441 341 342 ROUTE 5 COLLECTOR 1390 1 12 1 1700 40 38 442 342 343 ROUTES COLLECTOR 4527 1 12 1 1700 55 38 443 343 358 ROUTE 18 COLLECTOR 10675 1 12 3 1700 55 38 444 344 338 LEONORE RD COLLECTOR 20153 1 12 4 1700 55 30 445 345 346 ROUTE 18 COLLECTOR 5143 1 12 1 1700 45 40 446 346 414 OTTER CREEK ST COLLECTOR 5183 1 12 0 1350 30 40 447 346 607 ROUTE 18 COLLECTOR 2059 1 12 0 1700 40 40 448 347 602 ROUTE 18 COLLECTOR 760 1 12 0 1350 30 40 449 348 349 ROUTE 18 MINOR ARTERIAL 370 2 12 0 1750 30 40 450 349 350 ROUTE 18 MINOR ARTERIAL 376 2 12 0 1750 30 40 451 349 369 STERLING ST COLLECTOR 554 1 12 0 1350 30 40 452 350 351 ROUTE 18 MINOR ARTERIAL 357 2 12 0 1750 30 40 453 351 352 ROUTE 18 MINOR ARTERIAL 344 2 12 0 1750 30 40 454 351 367 S MONROE ST MINOR ARTERIAL 554 2 12 0 1900 30 40 455 352 353 ROUTE 18 MINOR ARTERIAL 393 3 12 0 1750 30 40 456 352 359 ROUTE 23 COLLECTOR 408 1 12 0 1750 30 40 457 353 365 ROUTE 23 MINOR ARTERIAL 538 2 12 0 1750 30 40 4S8 353 S99 ROUTE 18 MINOR ARTERIAL 1449 2 12 1 1900 40 39 LaSalle County Generating Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flo Stream Stra egh N.o it it Rat Speed Gri 459 355 356 ROUTE 18 COLLECTOR 4930 1 12 3 1700 50 39 460 356 357 ROUTE 18 COLLECTOR 10644 1 12 3 1700 55 39 461 357 343 ROUTE 18 COLLECTOR 10541 1 12 3 1700 55 39 462 359 360 HICKORY ST COLLECTOR 394 1 12 0 1750 30 40 463 359 612 ROUTE 23 MINOR ARTERIAL 937 2 12 0 1900 30 40 464 360 353 ROUTE23 MINOR ARTERIAL 388 2 12 0 1750 30 40 465 361 362 BRIDGE ST MINOR ARTERIAL 300 2 12 2 1900 30 39 466 362 363 BRIDGE ST MINOR ARTERIAL 1494 2 12 2 1900 40 39 467 363 364 BRIDGE ST MINOR ARTERIAL 239 2 12 1 1900 25 39 468 364 365 BRIDGE ST COLLECTOR 258 1 12 1 1750 30 40 469 365 366 BRIDGE ST MINOR ARTERIAL 383 3 12 0 1750 30 40 470 365 401 BLOOMINGTON ST MINOR ARTERIAL 1496 2 12 0 1900 30 40 471 366 367 BRIDGE ST MINOR ARTERIAL 365 2 12 0 1900 30 40 472 366 613 PARKST MINOR ARTERIAL 263 2 12 0 1900 30 40 473 367 368 BRIDGE ST MINOR ARTERIAL 373 2 12 0 1750 30 40 474 368 350 VERMILLION ST MINOR ARTERIAL 559 2 12 0 1750 30 40 475 368 369 BRIDGE ST MINOR ARTERIAL 348 2 12 0 1900 30 40 476 369 349 STERLING ST COLLECTOR 554 1 12 0 1750 30 40 477 369 370 BRIDGE ST COLLECTOR 375 1 12 0 1350 30 40 478 370 348 S WASSON ST MINOR ARTERIAL 521 2 12 0 1750 30 40 479 371 347 N ILLINOIS ST COLLECTOR 420 1 12 0 1350 30 40 480 371 606 HICKORY ST COLLECTOR 379 1 12 0 1125 25 40 481 372 375 BROADWAY ST COLLECTOR 404 1 12 0 1350 30 40 482 372 611 ROUTE 23 MINOR ARTERIAL 578 2 12 0 1900 30 40 483 373 376 ROUTE 23 MINOR ARTERIAL 2454 2 12 1 1900 30 40 LaSalle County Generating Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 Up Down Lan Shole Flo Flow Stream StemLnt Noof Wdh Wdh Re Speed Gri 484 374 376 MORRELL ST COLLECTOR 440 1 12 1 1350 30 40 485 375 360 ROUTE 23 MINOR ARTERIAL 1300 2 12 0 1750 30 40 486 376 375 ROUTE 23 MINOR ARTERIAL 981 2 12 0 1900 30 40 487 377 371 N ILLINOIS ST COLLECTOR 1316 1 12 0 1350 30 40 488 377 372 BROADWAY ST COLLECTOR 2605 1 12 0 1350 30 40 489 379 373 ROUTE 23 MINOR ARTERIAL 193 2 12 4 1900 30 40 490 380 379 1ST ST COLLECTOR 4046 1 12 0 1350 30 40 491 381 346 OTTER CREEK ST COLLECTOR 1834 1 12 1 1575 35 40 492 381 377 BROADWAY ST COLLECTOR 2304 1 12 0 1350 30 40 493 382 381 OTTER CREEK ST COLLECTOR 3539 1 12 1 1575 35 40 494 383 382 1ST ST COLLECTOR 821 1 12 0 1750 30 40 495 384 379 ROUTE 23 MINOR ARTERIAL 1520 2 12 1 1900 40 40 496 385 384 ROUTE 23 MINOR ARTERIAL 882 2 12 1 1750 40 40 497 386 385 ROUTE 23 MINOR ARTERIAL 2180 2 12 1 1750 40 40 498 387 386 ROUTE 23 MINOR ARTERIAL 681 2 12 1 1750 40 40 499 387 595 OAKLEY AVE COLLECTOR 3865 1 12 0 1575 35 39 500 388 387 ROUTE 23 MINOR ARTERIAL 1753 2 12 1 1750 40 32 501 389 388 ROUTE 23 MINOR ARTERIAL 1537 2 12 1 1900 50 32 502 390 389 ROUTE23 MINOR ARTERIAL 2412 2 12 8 1900 55 32 503 391 387 OAKLEY AVE COLLECTOR 5286 1 12 1 1750 40 40 504 391 614 OTTER CREEK ST COLLECTOR 3915 1 10 0 1700 45 40 505 392 386 MALL ENTRANCE COLLECTOR 267 1 12 1 1750 25 40 506 393 385 NORTHPOINT DR COLLECTOR 499 1 12 1 1750 30 39 507 394 395 4TH ST COLLECTOR 2470 1 12 1 1350 30 40 508 395 396 4TH ST COLLECTOR 186 1 12 1 1350 30 40 LaSalle County Generating Station Evacuation Time Estimate K-72 KLD Engineering, P.C.Rev. 0 Sauato Fe Up Down Lan Shule Flo Flo Strea Steam Lengt No of Widt Wit Rat Spe Grid 509 396 384 4TH ST COLLECTOR 141 1 12 1 1750 30 40 510 397 388 MALL ENTRANCE COLLECTOR 516 1 10 1 1750 30 32 511 398 356 E 15TH RD COLLECTOR 10749 1 12 1 1700 40 39 512 399 376 MORRELL ST COLLECTOR 1271 1 12 1 1350 30 39 513 400 374 MORRELL ST COLLECTOR 2213 1 12 1 1350 30 40 514 401 407 ROUTE 23 MINOR ARTERIAL 3216 2 12 0 1900 40 40 515 402 366 PARKST MINOR ARTERIAL 1505 2 12 0 1750 30 40 516 402 401 LUNDY ST COLLECTOR 384 1 12 0 1350 30 40 517 403 370 BRIDGE ST COLLECTOR 1138 1 12 0 1350 30 40 518 403 404 ILLINOIS ST COLLECTOR 1510 1 12 0 1350 30 40 519 404 402 LUNDY ST COLLECTOR 2618 1 12 0 1350 30 40 520 404 405 ILLINOIS ST COLLECTOR 3278 1 12 0 1350 30 40 521 405 406 ROUTE 14 COLLECTOR 2689 1 12 0 1350 30 40 522 406 402 ROUTE 23 MINOR ARTERIAL 3233 2 12 0 1900 40 40 523 406 407 ROUTE 14 COLLECTOR 324 1 12 0 1350 30 40 524 407 410 ROUTE 23 MINOR ARTERIAL 2322 2 12 0 1900 40 40 525 408 406 ROUTE 23 MINOR ARTERIAL 2216 2 12 0 1900 40 40 526 409 408 ROUTE 23 MINOR ARTERIAL 336 2 12 0 1900 40 40 527 410 411 ROUTE 23 COLLECTOR 1077 1 12 0 1700 45 40 528 411 412 ROUTE 23 COLLECTOR 694 1 12 1 1700 45 40 529 412 413 ROUTE 23 COLLECTOR 2025 1 12 6 1700 60 40 530 413 331 ROUTE 23 COLLECTOR 10417 1 12 6 1700 60 46 531 414 405 ROUTE 14 COLLECTOR 2193 1 12 0 1350 30 40 532 416 417 ROUTE 30 COLLECTOR 1715 1 12 2 1700 40 25 533 417 418 ROUTE 30 COLLECTOR 1182 1 12 2 1700 45 25 LaSalle County Generating Station Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo Flow Strea Strea Lengt No of Wit Width Rat Spee GridS 534 418 419 ROUTE 30 COLLECTOR 1156 1 12 2 1700 40 25 535 419 420 ROUTE 30 COLLECTOR 3638 1 12 2 1700 55 25 536 420 421 ROUTE 30 COLLECTOR 2614 1 12 2 1700 55 25 537 421 424 ROUTE 30 COLLECTOR 1310 1 12 2 1700 55 17 538 422 640 ROUTE 30 COLLECTOR 713 1 12 2 1575 35 17 539 423 254 ROUTE 30 COLLECTOR 891 1 12 2 1750 35 17 540 424 422 ROUTE 30 COLLECTOR 1286 1 12 2 1700 40 17 541 425 426 ROUTE 15 COLLECTOR 9904 1 12 2 1700 60 24 542 426 427 ROUTE 15 COLLECTOR 1783 1 12 2 1700 45 16 543 427 428 ROUTE 15 COLLECTOR 1699 1 12 2 1700 50 17 544 428 429 ROUTE 15 COLLECTOR 1831 1 12 2 1700 40 17 545 429 430 ROUTE 15 COLLECTOR 2614 1 12 2 1700 40 17 546 430 431 ROUTE 15 COLLECTOR 1381 1 12 2 1700 45 17 547 431 257 ROUTE 15 COLLECTOR 3573 1 12 2 1700 45 17 548 432 433 ROUTE 15 COLLECTOR 2244 1 12 0 1750 40 17 549 433 41 ROUTE 15 COLLECTOR 1244 1 12 1 1125 25 17 550 433 434 ROUTE 51 COLLECTOR 4262 1 14 0 1575 35 17 551 434 435 ROUTE 51 COLLECTOR 965 1 14 0 1700 40 17 552 435 436 ROUTE 51 COLLECTOR 10905 1 12 0 1700 60 16 553 436 437 ROUTE 51 COLLECTOR 13650 1 12 0 1750 60 16 554 437 438 ROUTE 51 COLLECTOR 2961 1 12 0 1700 55 16 555 437 451 2871ST RD COLLECTOR 240 1 12 4 1125 25 16 556 438 439 ROUTE 51 COLLECTOR 604 1 12 2 1125 25 16 557 439 440 GREEN ST COLLECTOR 581 1 12 2 1700 40 16 558 440 441 GREEN ST COLLECTOR 296 1 12 2 1700 40 16 LaSalle County Generating Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 Up- Down Lan Sholde Flo FlowSS 559 441 442 GREEN ST COLLECTOR 814 1 12 0 1575 35 16 560 442 702 E MAIN ST COLLECTOR 243 1 12 0 900 20 16 561 443 444 MAIN ST COLLECTOR 904 1 14 0 1750 35 15 562 444 445 MAIN ST COLLECTOR 427 1 12 0 1750 35 15 563 444 474 ROUTE 23 MAJOR ARTERIAL 414 3 12 0 1750 30 15 564 445 446 MAIN ST COLLECTOR 414 1 12 0 1750 30 15 565 446 447 MAIN ST COLLECTOR 390 1 12 0 1350 30 15 566 447 448 MAIN ST COLLECTOR 748 1 12 0 1350 30 15 567 448 449 MAIN ST COLLECTOR 676 1 12 0 1350 30 15 568 449 450 MAIN ST COLLECTOR 3889 1 12 0 1350 30 15 569 449 496 CLAY ST COLLECTOR 404 1 12 0 1350 30 15 570 450 494 BOYCE MEMORIAL DR COLLECTOR 432 1 12 0 1700 40 15 571 451 437 2871ST RD COLLECTOR 237 1 12 3 1750 50 16 572 451 452 2871ST RD COLLECTOR 825 1 12 0 1575 35 16 573 452 453 2871ST RD COLLECTOR 344 1 12 0 1350 30 16 574 453 455 US6 MINOR ARTERIAL 1756 2 12 1 1900 45 16 575 454 453 US6 MINOR ARTERIAL 985 2 12 1 1900 45 16 576 455 456 US6 MINOR ARTERIAL 2959 2 12 1 1900 40 16 577 456 457 US6 MINOR ARTERIAL 1126 2 12 4 1750 45 16 578 457 458 US6 MINOR ARTERIAL 3357 2 12 0 1750 40 16 579 458 459 US6 MINOR ARTERIAL 2120 2 12 0 1750 40 15 580 458 497 ROUTE 23 MINOR ARTERIAL 616 2 12 1 1750 40 15 581 459 460 US 6 MINOR ARTERIAL 1308 2 12 0 1900 35 15 582 460 461 US 6 MINOR ARTERIAL 2493 2 12 2 1900 45 15 583 461 462 US 6 COLLECTOR 787 1 12 2 1700 45 15 LaSalle County Generating Station Evacuation Time Estimate K-75 KILD Engineering, P.C.Rev. 0 Sauato Fre Up- Down Lan Shule Flo Flow Stream Stra Legt No. of Wdh WdhRae Sed Gi Ln# Noem Node Roadwa Name Roda Typ (f. Lae (f. (f. (pp ) (p) Nme 584 462 519 US 6 COLLECTOR 599 1 12 2 1700 45 15 585 463 708 US 6 COLLECTOR 13766 1 12 2 1700 60 15 586 465 449 CLAY ST COLLECTOR 738 1 12 0 1350 30 15 587 465 706 ROUTE 34 COLLECTOR 262 1 12 0 675 15 15 588 466 467 ROUTE 34 COLLECTOR 2944 1 12 0 1350 30 15 589 467 450 BOYCE MEMORIAL DR COLLECTOR 2219 1 12 0 1700 40 15 590 467 468 ROUTE 34 COLLECTOR 5349 1 12 0 1700 40 15 591 468 469 ROUTE 34 COLLECTOR 3552 1 12 1 1700 45 15 592 469 470 ROUTE 34 COLLECTOR 3513 1 12 1 1700 50 15 593 470 471 ROUTE 34 COLLECTOR 4137 1 12 1 1700 55 15 594 471 472 ROUTE 34 COLLECTOR 2104 1 12 1 1700 55 15 595 472 473 ROUTE 34 COLLECTOR 3391 1 12 1 1700 50 14 596 474 475 ROUTE 23 MAJOR ARTERIAL 287 3 12 0 1750 30 15 597 474 487 MADISON ST COLLECTOR 417 1 12 0 1750 30 15 598 475 476 ROUTE 23 MAJOR ARTERIAL 376 3 12 0 1750 30 15 599 475 488 JEFFERSON ST COLLECTOR 408 1 12 0 1750 30 15 600 476 477 ROUTE 23 MAJOR ARTERIAL 381 3 12 0 1750 30 15 601 476 489 JACKSON ST COLLECTOR 394 1 12 0 1750 30 15 602 477 478 ROUTE 23 MAJOR ARTERIAL 412 3 12 0 1750 30 15 603 477 490 LAFAYETTE ST COLLECTOR 412 1 12 0 1750 30 15 604 478 479 ROUTE 23 MAJOR ARTERIAL 426 3 12 0 1750 30 15 605 478 491 WASHINGTON ST COLLECTOR 417 1 12 0 1750 30 15 606 479 480 ROUTE 23 MAJOR ARTERIAL 842 3 12 0 1900 30 15 607 479 483 SUPERIOR ST COLLECTOR 443 1 12 0 1750 30 15 608 480 458 ROUTE 23 MINOR ARTERIAL 648 2 12 0 1750 30 15 LaSalle County Generating Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flo 609 480 481 ROUTE 23 MINOR ARTERIAL 333 2 12 0 1900 25 15 610 481 482 ROUTE 23 MINOR ARTERIAL 226 2 12 0 1900 30 15 611 482 483 ROUTE 23 MAJOR ARTERIAL 519 3 12 0 1750 30 15 612 483 491 ROUTE 23 MAJOR ARTERIAL 417 3 12 0 1750 30 15 613 485 444 ROUTE 23 MAJOR ARTERIAL 298 3 12 0 1750 30 15 614 486 485 ROUTE 23 MINOR ARTERIAL 349 2 12 0 1900 30 15 615 487 445 ROUTE 23 COLLECTOR 403 1 12 0 1750 30 15 616 487 474 MADISON ST COLLECTOR 417 1 12 0 1750 30 15 617 487 705 MADISON ST COLLECTOR 411 1 12 0 1350 30 15 618 488 475 JEFFERSON ST COLLECTOR 408 1 12 0 1750 30 15 619 488 487 ROUTE 23 MAJOR ARTERIAL 291 3 12 0 1750 30 15 620 489 488 ROUTE 23 MAJOR ARTERIAL 376 3 12 0 1750 30 15 621 490 489 ROUTE 23 MAJOR ARTERIAL 359 3 12 0 1750 30 15 622 491 478 WASHINGTON ST COLLECTOR 417 1 12 0 1750 30 15 623 491 490 ROUTE 23 MAJOR ARTERIAL 421 3 12 0 1750 30 15 624 492 457 CHAMPLAIN ST COLLECTOR 1502 1 12 0 1750 30 16 625 492 479 SUPERIOR ST COLLECTOR 3256 1 12 0 1750 30 16 626 493 477 LAFAYETTE ST COLLECTOR 1172 1 12 0 1750 30 15 627 494 462 BOYCE MEMORIAL DR COLLECTOR 2619 1 12 0 1700 40 15 628 495 459 CHESTNUT ST COLLECTOR 3410 1 12 0 1750 30 15 629 495 496 MADISON ST COLLECTOR 532 1 12 0 1350 30 15 630 496 494 MADISON ST COLLECTOR 3944 1 12 0 1350 30 15 631 497 498 ROUTE 23 MINOR ARTERIAL 1264 2 12 1 1900 35 15 632 498 499 ROUTE 23 MINOR ARTERIAL 765 2 12 1 1900 40 15 633 499 500 ROUTE23 MINOR ARTERIAL 1832 2 12 1 1900 50 16 LaSalle County Generating Station Evacuation Time Estimate K-77 KLD Engineering, P.C.Rev. 0 Sauain Fe Up- Down Lan Shule Flo Flo Stea Stea Legt No of Wit Width Rae Sed Gi Link #O Nod Node Roda Name Roda Typ (f. Lae (f. (f.Sp) (p) Nme 634 1 500 501 ROUTE 23 MINOR ARTERIAL 988 2 12 1 1 1750 45 9 635 501 502 ROUTE 23 MINOR ARTERIAL 667 2 12 4 1750 35 9 636 502 503 ROUTE23 MINOR ARTERIAL 418 2 12 4 1750 35 9 637 503 504 ROUTE 23 MINOR ARTERIAL 802 2 12 4 1750 45 9 638 504 505 ROUTE 23 MINOR ARTERIAL 834 2 12 4 1750 45 9 INTERSTATE 80 ON-RAMP FROM 639 505 6 ROUTE 23 FREEWAY RAMP 791 1 12 8 1700 45 9 640 505 506 ROUTE 23 MINOR ARTERIAL 708 2 12 4 1750 45 9 641 506 507 ROUTE 23 MINOR ARTERIAL 1408 2 12 4 1750 45 9 642 507 508 ROUTE 23 MINOR ARTERIAL 776 2 12 4 1900 45 9 643 508 509 ROUTE 23 COLLECTOR 9697 1 12 2 1700 60 9 644 509 510 ROUTE 23 COLLECTOR 10431 1 12 2 1700 60 9 645 509 511 ROUTE 33 COLLECTOR 10447 1 12 1 1700 60 8 646 510 709 ROUTE 23 COLLECTOR 5501 1 12 2 1700 60 2 647 512 501 KAIN ST COLLECTOR 516 1 12 0 1750 30 9 648 513 502 MALLL ENTRANCE COLLECTOR 308 1 12 0 1125 25 9 649 514 503 ROUTE 20 COLLECTOR 323 1 12 0 1750 45 9 650 515 514 ROUTE 20 COLLECTOR 463 1 12 0 1700 45 9 651 516 457 CHAMPLAIN ST COLLECTOR 1428 1 12 0 1750 30 16 652 517 515 ROUTE 20 COLLECTOR 4590 1 12 0 1700 45 9 653 518 497 DELEON ST COLLECTOR 1281 1 12 0 1750 30 15 654 519 463 US6 COLLECTOR 7118 1 12 2 1700 50 15 655 520 519 ROUTE 42 COLLECTOR 977 1 12 1 1575 35 15 656 521 520 ROUTE 42 COLLECTOR 2774 1 12 1 1700 40 15 657 522 524 STATE ST MINOR ARTERIAL 958 2 12 0 1750 35 15 LaSalle County Generating Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 Sau ato Fre Up- Down Lan Shule Flo Flow Stea Stea Legt No of Width Witae Sed Gi Link #0 Node Nod Roda Nam Roda Typ (f. Lae f. f. p ) (p)Nme 658 523 522 STATE ST MINOR ARTERIAL 329 2 12 0 1750 40 15 659 524 525 STATEST MINOR ARTERIAL 1314 2 12 2 1750 35 15 660 525 486 ROUTE 23 MINOR ARTERIAL 1363 2 12 0 1900 35 15 661 526 527 ROUTE 23 COLLECTOR 10660 1 12 1 1700 60 24 662 527 626 ROUTE 23 COLLECTOR 5785 1 12 1 1700 45 16 663 528 582 2650TH RD COLLECTOR 4965 1 12 1 1700 55 15 664 528 583 ROUTE 23 COLLECTOR 1373 1 12 2 1700 45 16 665 529 530 ADAMS ST COLLECTOR 304 1 12 0 1125 25 15 666 529 587 ERICKSON ST COLLECTOR 1858 1 12 0 1350 30 15 667 530 588 4 H RD COLLECTOR 3805 1 12 0 1350 30 15 668 531 532 ROUTE 71 COLLECTOR 902 1 12 1 1700 45 15 669 531 570 ROUTE 71 COLLECTOR 1012 1 12 1 1700 45 15 670 532 536 ROUTE 71 COLLECTOR 1101 1 12 1 1700 45 15 671 533 525 ROUTE 71 COLLECTOR 1277 1 12 1 1750 45 15 672 534 533 ROUTE 71 COLLECTOR 3619 1 12 1 1700 45 15 673 535 534 ROUTE 71 COLLECTOR 1718 1 12 1 1700 40 15 674 536 535 ROUTE 71 COLLECTOR 718 1 12 1 1700 40 15 675 537 101 ROUTE 8 COLLECTOR 10608 1 12 1 1700 55 22 676 538 537 ROUTE 8 COLLECTOR 5435 1 12 0 1700 55 22 677 539 538 ROUTE 8 COLLECTOR 1048 1 12 2 1575 35 22 678 540 539 ROUTE 8 COLLECTOR 941 1 12 2 1575 35 23 679 541 540 ROUTE 8 COLLECTOR 6160 1 12 2 1700 55 23 680 541 542 ROUTE 8 COLLECTOR 2203 1 12 2 1700 55 23 681 542 543 ROUTE 8 COLLECTOR 4690 1 12 2 1700 55 23 682 543 544 ROUTE 8 COLLECTOR 1712 1 12 2 1700 45 15 LaSalle County Generating Station Evacuation Time Estimate K-79 KLD Engineering, P.C.Rev. 0 Sauato Fre Up- Down Lan Shule Flo Flow Strea Strea Legt No of Wit Widt Rate Spe Gri Link #S Node Nod Roawa Nam Roda Typ (f.Sae f. f. p ) (p)Nme 683 544 545 ROUTE 8 COLLECTOR 1970 1 12 2 1700 40 15 684 545 546 ROUTE 8 COLLECTOR 3224 1 12 1 1700 55 15 685 546 547 ROUTE 8 COLLECTOR 1330 1 12 1 1700 55 15 686 547 548 ROUTE 8 COLLECTOR 1120 1 12 0 1700 50 15 687 548 550 ROUTE 71 COLLECTOR 8817 1 12 2 1700 60 15 688 549 734 ROUTE 8 COLLECTOR 5106 1 12 1 1700 55 22 689 550 551 ROUTE 71 COLLECTOR 5282 1 12 2 1700 60 15 690 551 552 ROUTE 71 COLLECTOR 763 1 12 2 1700 60 14 691 552 553 ROUTE 71 COLLECTOR 803 1 12 2 1700 60 14 692 553 554 ROUTE 71 COLLECTOR 1321 1 12 2 1700 60 14 693 554 555 ROUTE 71 COLLECTOR 801 1 12 2 1700 45 14 694 555 556 ROUTE 71 COLLECTOR 544 1 12 2 1125 25 14 695 556 557 ROUTE 71 COLLECTOR 975 1 12 2 1125 25 14 696 557 558 ROUTE 71 COLLECTOR 618 1 12 2 1700 40 14 697 558 559 ROUTE 71 COLLECTOR 2704 1 12 2 1700 50 14 698 559 560 ROUTE 71 COLLECTOR 555 1 12 1 900 20 14 699 560 561 ROUTE 71 COLLECTOR 334 1 12 1 1125 25 14 700 561 562 ROUTE 71 COLLECTOR 3227 1 12 2 1700 55 14 701 562 563 ROUTE 71 COLLECTOR 538 1 12 1 1700 40 14 702 563 564 ROUTE 71 COLLECTOR 583 1 12 1 900 20 14 703 564 565 ROUTE 71 COLLECTOR 672 1 12 1 1125 25 14 704 565 566 ROUTE 71 COLLECTOR 566 1 12 1 1125 25 14 705 566 567 ROUTE 71 COLLECTOR 685 1 12 2 1350 30 14 706 567 568 ROUTE 71 COLLECTOR 1014 1 12 2 1125 25 14 707 568 569 ROUTE 71 COLLECTOR 864 1 12 2 1125 25 14 LaSalle County Generating Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 Up- Dow- Lane Sholde Flo Flow SS 708 569 761 ROUTE 71 COLLECTOR 3537 1 12 2 1700 55 14 709 570 571 ROUTE 71 COLLECTOR 3088 1 12 1 1700 60 15 710 571 548 ROUTE 71 COLLECTOR 2017 1 12 1 1700 60 15 711 572 571 2650TH RD COLLECTOR 1699 1 12 1 1575 35 15 712 573 572 2650TH RD COLLECTOR 2857 1 12 1 1700 55 15 713 574 524 CENTER ST COLLECTOR 1992 1 12 0 1750 30 16 714 575 524 CENTER ST COLLECTOR 1452 1 12 0 1750 30 15 715 576 522 STATE ST LOCAL ROADWAY 279 1 12 0 1750 30 15 716 577 576 STATE ST LOCAL ROADWAY 1542 1 12 0 1350 30 15 717 578 176 ROUTE 36 COLLECTOR 1224 1 10 2 1575 35 18 718 579 168 ROUTE 36 COLLECTOR 362 1 10 1 900 20 18 719 580 270 ROUTE 55 COLLECTOR 2601 1 12 3 1750 35 16 720 581 573 2650TH RD COLLECTOR 1339 1 12 1 1700 55 15 721 582 581 2650TH RD COLLECTOR 629 1 12 1 1575 35 15 722 583 270 RT 23 MINOR ARTERIAL 1325 2 12 2 1750 45 16 723 584 274 N 2703RD RD COLLECTOR 516 1 12 0 1700 40 16 724 585 272 N 2703RD RD COLLECTOR 2560 1 12 0 1700 40 16 725 586 271 ERICKSON ST COLLECTOR 436 1 10 0 1125 25 16 726 587 586 ERICKSON ST COLLECTOR 377 1 10 0 1125 25 15 727 588 531 4 H RD COLLECTOR 1967 1 12 0 1575 35 15 728 589 91 ROUTE 6 COLLECTOR 1236 1 12 1 1350 30 24 729 590 589 BURLINGTON AVE COLLECTOR 2070 1 10 0 1125 25 24 730 590 676 BURLINGTON AVE COLLECTOR 1296 1 10 0 1125 25 24 731 591 589 ROUTE 6 COLLECTOR 1166 1 12 1 1350 30 24 732 592 591 ROUTE 6 COLLECTOR 1343 1 12 1 1700 40 24 LaSalle County Generating Station K-81 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Satraio Fre Up- Do n Lan Shule Flo Flow Stea Stea Legt No. of Wit Wit Rat Spe Grid.Link #S Node Nod Roawa Nam Roda Typ (f. LaeSf. f. p ) (p)Nme 733 593 88 ROUTE 9 COLLECTOR 3126 1 12 2 1575 35 28 734 594 336 ROUTE 23 MINOR ARTERIAL 1737 2 12 4 1750 60 32 735 594 337 ROUTE 23 COLLECTOR 3359 1 12 4 1700 55 32 736 595 597 OAKLEY AVE COLLECTOR 1379 1 12 0 1575 35 31 737 596 595 EASTWOOD AVE COLLECTOR 600 1 12 0 1350 30 31 738 597 398 OAKLEY AVE COLLECTOR 5343 1 12 0 1700 50 31 739 598 361 N 1ST ST MINOR ARTERIAL 393 2 12 1 1900 30 39 740 599 355 ROUTE 18 COLLECTOR 4163 1 12 1 1700 40 39 741 599 598 ROUTE 18 COLLECTOR 822 1 12 1 1700 40 39 742 600 351 N MONROE ST MINOR ARTERIAL 403 2 12 0 1750 30 40 743 600 359 HICKORY ST COLLECTOR 347 1 12 0 1750 25 40 744 601 368 VERMILION ST COLLECTOR 557 1 12 0 1750 30 40 745 602 348 ROUTE 18 MINOR ARTERIAL 388 2 12 0 1750 30 40 746 603 600 HICKORY ST COLLECTOR 381 1 12 0 1125 25 40 747 604 603 HICKORY ST COLLECTOR 375 1 12 0 1125 25 40 748 605 604 HICKORY ST COLLECTOR 355 1 12 0 1125 25 40 749 606 605 HICKORY ST COLLECTOR 775 1 12 0 1125 25 40 750 607 347 ROUTE 18 COLLECTOR 230 1 12 0 1125 25 40 751 608 409 ROUTE 23 COLLECTOR 612 1 12 0 1700 45 40 752 609 610 ROUTE 15 COLLECTOR 1932 1 12 1 1350 30 41 753 610 335 ROUTE 15 COLLECTOR 6806 1 12 1 1700 55 41 754 611 374 ROUTE 23 COLLECTOR 383 1 12 0 1350 30 40 755 612 372 ROUTE 23 COLLECTOR 396 1 12 0 1350 30 40 756 613 352 PARK ST COLLECTOR 267 1 12 0 1750 30 40 757 614 615 E 4TH ST COLLECTOR 574 1 12 0 1125 25 40 LaSalle County Generating Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stea Stra Legt Nof Wdh Wdh Rt Spe Grid-758 615 .616 UNION ST COLLECTOR 590 1 12 0 1125 25 40 759 616 617 DIVISION ST COLLECTOR 653 1 12 0 1125 25 40 760 617 622 MILDRED AVE COLLECTOR 298 1 12 0 1350 30 40 761 618 619 ROUTE 5 COLLECTOR 1037 1 12 1 1575 35 38 762 619 339 ROUTE 5 COLLECTOR 4049 1 12 1 1700 55 38 763 620 621 ROUTE 5 COLLECTOR 5121 1 12 1 1700 40 30 764 621 618 ROUTE 5 COLLECTOR 9031 1 12 1 1700 55 30 765 622 380 1ST ST COLLECTOR 368 1 12 1 1350 30 40 766 623 320 E 24TH ST COLLECTOR 10005 1 9 1 1750 50 41 767 624 625 ROUTE 170 COLLECTOR 490 1 12 1 1700 40 42 768 625 307 ROUTE 170 COLLECTOR 2493 1 12 1 1700 60 42 769 626 528 ROUTE 23 COLLECTOR 4714 1 12 1 1700 60 16 770 627 628 JOHNNY RUN RD COLLECTOR 981 1 12 0 1125 25 43 771 628 311 JOHNNY RUN RD COLLECTOR 2408 1 12 0 1700 50 43 772 629 316 LIVINGSTON RD LOCAL ROADWAY 10154 1 10 0 1750 40 42 773 629 632 N 1800 E RD LOCAL ROADWAY 2491 1 9 0 1700 40 42 774 630 311 ROUTE 17 COLLECTOR 10382 1 12 1 1700 60 42 775 631 629 LIVINGSTON RD LOCAL ROADWAY 544 1 10 0 1700 40 42 776 632 633 N 1800 E RD LOCAL ROADWAY 831 1 9 0 900 20 42 777 633 630 N 1800 E RD LOCAL ROADWAY 2473 1 9 0 1700 50 42 778 634 631 LASALLE RD LOCAL ROADWAY 5316 1 10 0 1750 45 42 779 635 634 LASALLE RD LOCAL ROADWAY 10568 1 10 0 1750 45 42 780 636 315 GARDNER RD COLLECTOR 10614 1 12 0 1700 60 34 781 636 637 LASALLE RD LOCAL ROADWAY 5271 1 10 0 1750 45 34 782 637 635 LASALLE RD LOCAL ROADWAY 5200 1 10 0 1750 45 34 LaSalle County Generating Station K-83 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up Down Lan Shule Flo Flow Stea Stea Legt No of~ Wit itae Sed Gi 783 638 131 ROUTE 36 COLLECTOR 556 1 12 2 1750 45 18 784 638 132 ROUTE 170 COLLECTOR 1787 1 12 2 1700 45 18 785 639 131 N 2553RD RD COLLECTOR 413 1 12 2 1750 35 18 786 640 423 ROUTE 30 COLLECTOR 989 1 12 2 1700 40 17 787 641 285 ROUTE 47 MINOR ARTERIAL 1384 2 12 8 1900 60 44 788 646 781 ROUTE 47 COLLECTOR 4036 1 12 2 1700 55 13 789 647 646 PROLOGIS PKWY COLLECTOR 992 1 12 1 1750 30 13 790 648 243 SHOPPING CENTER LOCAL ROADWAY 896 1 12 1 1750 25 13 791 649 242 SHOPPING CENTER LOCAL ROADWAY 964 1 12 1 1750 25 13 792 650 651 ROUTE 25 COLLECTOR 8783 1 12 1 1700 50 18 793 651 652 ROUTE 25 COLLECTOR 7952 1 12 1 1700 50 18 794 652 72 ROUTE 4 COLLECTOR 15392 1 12 4 1750 50 11 795 652 653 ROUTE 25 COLLECTOR 3243 1 12 1 1700 50 11 796 653 654 ROUTE 25 COLLECTOR 7411 1 12 1 1700 50 11 797 654 655 ROUTE 25 COLLECTOR 15841 1 12 1 1700 45 11 798 655 656 ROUTE 25 COLLECTOR 5629 1 12 1 1700 60 4 799 656 657 ROUTE 25 COLLECTOR 5117 1 12 1 1700 60 4 800 659 660 E 2625TH RD LOCAL ROADWAY 2891 1 10 0 1575 35 17 801 660 661 E 2625TH RD LOCAL ROADWAY 2538 1 10 0 1575 35 17 802 661 662 E 27TH RD COLLECTOR 5449 1 10 0 1700 50 17 803 662 663 E 27TH RD COLLECTOR 2687 1 10 0 1700 50 17 804 663 664 E 27TH RD COLLECTOR 10525 1 10 0 1700 50 10 805 663 738 ROUTE 4 COLLECTOR 15032 1 12 4 1750 50 10 806 663 784 ROUTE 4 COLLECTOR 5262 1 12 4 1700 50 11 807 664 665 E 27TH RD COLLECTOR 8093 1 10 0 1700 50 10 LaSalle County Generating Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 Up- Down Lan Shule Flo Flow Strea Steam Le.gt No. of Widt Wit Rat Spe Gri Link8 665e 666e Roadway COLLCTO 7800wa 1yp 10ne 0f. ( 1700) 50mb10 809 666 655 E 35TH RD COLLECTOR 10625 1 10 0 1700 45 4 810 667 668 E 2625TH RD LOCAL ROADWAY 4443 1 10 0 1575 35 17 811 668 659 N 28TH RD COLLECTOR 580 1 10 0 1575 35 17 812 669 651 N 2850TH RD COLLECTOR 5291 1 12 1 1700 50 18 813 669 783 E 28TH RD LOCAL ROADWAY 494 1 12 4 1700 40 18 814 670 14 INTERSTATE 80 FREEWAY 8766 2 12 10 2250 70 10 815 670 15 INTERSTATE 80 FREEWAY 10576 2 12 10 2250 70 10 816 671 15 INTERSTATE 80 FREEWAY 10717 2 12 10 2250 70 11 817 671 16 INTERSTATE 80 FREEWAY 9196 2 12 10 2250 70 11 818 672 507 N 31ST RD COLLECTOR 1129 1 12 0 1750 45 9 819 673 506 W STEVENSON RD COLLECTOR 1369 1 12 0 1750 40 9 820 674 476 E JACKSON ST COLLECTOR 762 1 12 0 1750 30 15 821 675 526 ROUTE 23 COLLECTOR 6444 1 12 1 1700 60 24 822 676 337 ROUTE 23 COLLECTOR 13781 1 12 4 1700 60 32 823 677 226 GEORGE ST COLLECTOR 907 1 12 0 1750 30 13 824 678 78 DRIVEWAY LOCAL ROADWAY 283 1 12 1 1750 30 13 825 679 235 MENARDS SHOP CTR LOCAL ROADWAY 439 1 12 0 1750 25 13 826 680 681 MENARDS SHOP CTR LOCAL ROADWAY 382 1 12 0 1125 25 13 827 681 236 GORE RD COLLECTOR 676 1 12 1 1350 30 13 828 682 224 GORE RD COLLECTOR 3094 1 12 1 1750 35 13 829 683 74 CR-2 COLLECTOR 5215 1 12 2 1700 50 19 830 684 683 STOCKDALE RD LOCAL ROADWAY 4964 1 11 0 1700 45 19 831 685 684 STOCKDALE RD LOCAL ROADWAY 5565 1 11 0 1700 45 19 832 686 212 FULTON ST COLLECTOR 332 1 12 1 1575 30 20 LaSalle County Generating Station Evacuation Time Estimate K-85 KLD Engineering, P.C.Rev. 0 Up Down Lan Shule Flo Flow Stea Stea Legt No of Wdh Wdh Rt Speed Gri 833 686 687 E ILLINOIS AVE COLLECTOR 652 1 12 1 1350 30 20 834 687 193 E ILLINOIS AVE COLLECTOR 609 1 12 1 1750 30 20 835 687 195 LIBERTY ST COLLECTOR 321 1 12 1 1750 30 20 836 688 690 W ILLINOIS AVE COLLECTOR 648 1 12 1 1350 30 20 837 689 221 E WASHINGTON ST COLLECTOR 466 1 12 1 1575 35 20 838 690 689 W ILLINOIS AVE COLLECTOR 346 1 12 1 1575 35 20 839 691 135 OLD STAGE RD COLLECTOR 1614 1 12 1 1575 35 18 840 692 182 W SOUTHMOR RD COLLECTOR 2671 1 12 1 1750 30 20 841 693 183 ROUTE 19 COLLECTOR 2632 1 12 1 1750 30 20 842 694 71 US 6 COLLECTOR 1500 1 12 4 1700 50 18 843 694 696 W BLUFF RD LOCAL ROADWAY 6657 1 11 0 1700 50 19 844 695 685 NETTLE SCHOOL RD LOCAL ROADWAY 515 1 12 1 1700 45 19 845 696 695 W BLUFF RD LOCAL ROADWAY 5221 1 11 0 1700 50 19 846 697 102 SENECA RD LOCAL ROADWAY 1023 1 9 0 1700 40 11 847 698 104 ROUTE 21 LOCAL ROADWAY 10482 1 10 0 1700 50 11 848 699 55 ROUTE 71 MINOR ARTERIAL 346 2 12 6 1750 50 16 849 699 700 ROUTE 71 MINOR ARTERIAL 329 2 12 6 1900 50 16 850 700 120 ROUTE 71 COLLECTOR 9020 1 12 2 1700 55 16 851 701 116 ROUTE 15 COLLECTOR 14936 1 10 0 1700 55 10 852 702 443 E MAIN ST COLLECTOR 2969 1 12 0 1350 30 16 853 703 446 CLINTON ST COLLECTOR 292 1 12 0 1750 30 15 854 704 447 CANAL ST COLLECTOR 281 1 12 0 1350 30 15 855 705 495 MADISON ST COLLECTOR 1261 1 12 0 1350 30 15 856 706 466 ROUTE 34 COLLECTOR 1109 1 12 0 1350 30 15 857 707 124 ROUTE 71 COLLECTOR 10255 1 12 3 1700 60 3 LaSalle County Generating Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flo Flow 858 708 464 US 6 COLLECTOR 3101 1 12 2 1700 55 14 859 709 763 ROUTE 23 COLLECTOR 2542 1 12 2 1700 60 2 860 710 711 ROUTE 21 COLLECTOR 2867 1 12 4 1700 45 9 861 711 712 ROUTE 21 COLLECTOR 2931 1 12 4 1700 45 9 862 712 713 ROUTE 21 COLLECTOR 4572 1 12 4 1700 45 9 863 713 714 ROUTE 21 COLLECTOR 1982 1 12 4 1700 45 9 864 714 715 ROUTE 21 COLLECTOR 680 1 12 4 1575 35 9 865 715 716 ROUTE 11 COLLECTOR 2172 1 12 4 1575 35 9 866 716 717 ROUTE 11 COLLECTOR 584 1 12 4 1575 35 2 867 717 718 ROUTE 2 COLLECTOR 1215 1 12 4 1700 45 2 868 717 720 ROUTE 2 COLLECTOR 1861 1 12 4 1700 45 2 869 718 719 ROUTE 21 COLLECTOR 1213 1 12 4 1700 50 2 870 719 510 ROUTE 21 COLLECTOR 15652 1 12 4 1700 50 2 871 720 721 ROUTE 2 COLLECTOR 1592 1 12 4 1700 40 2 872 721 722 ROUTE 2 COLLECTOR 1647 1 12 4 1700 40 2 873 723 105 W MINOOKA RD LOCAL ROADWAY 4357 1 10 0 1700 50 5 874 723 724 LISBON ST COLLECTOR 5155 1 12 4 1700 50 5 875 726 725 ROUTE 6 COLLECTOR 1959 1 12 2 1700 60 13 876 727 726 ASHLEY RD COLLECTOR 10140 1 12 0 1700 45 13 877 728 729 ROUTE 44 COLLECTOR 8008 1 12 4 1700 50 30 878 729 730 ROUTE 44 COLLECTOR 17118 1 12 4 1700 50 22 879 730 731 ROUTE 14 COLLECTOR 1351 1 12 4 1700 50 22 880 730 732 ROUTE 178 COLLECTOR 2614 1 12 4 1700 50 22 881 732 733 ROUTE 178 COLLECTOR 1046 1 12 4 1700 40 22 882 733 734 ROUTE 178 COLLECTOR 1034 1 12 4 1700 40 22 LaSalle County Generating Station Evacuation Time Estimate K-87 KLD Engineering, P.C.Rev. 0 Up Do n Lan Shole Flo Flow Strea Strea Lengt No of Widt Wit Rat Spe Grid Lin# No83 No3e Roda Na35 Roadway8 CLE TOR e Lae 3244) 1p l 2ph Numb170er5I 2 884 735 756 ROUTE 178 COLLECTOR 1748 1 12 1 1700 55 22 885 736 576 MOORE ST LOCAL ROADWAY 1221 1 12 4 1350 30 15 INTERSTATE 80 ON-RAMP FROM 886 737 10 ROUTE 71 FREEWAY RAMP 775 1 12 8 1700 45 9 887 738 114 ROUTE 15 COLLECTOR 1905 1 12 1 1700 60 10 888 739 382 OTTER CREEK ST COLLECTOR 526 1 12 1 1750 35 40 889 740 320 CR-40 COLLECTOR 5344 1 10 0 1750 55 41 890 741 631 N 12TH RD COLLECTOR 2259 1 9 0 1750 45 42 891 742 634 N 13TH ST COLLECTOR 5252 1 9 0 1750 45 42 892 743 635 N 15TH RD COLLECTOR 5313 1 11 0 1750 50 34 893 744 131 N 2553RD RD COLLECTOR 351 1 12 2 1750 35 26 894 745 637 N 16TH RD COLLECTOR 2683 1 8 0 1750 45 34 895 746 433 BROADWAY ST COLLECTOR 535 1 14 0 1750 35 17 896 747 266 ROUTE 55 COLLECTOR 410 1 12 0 1700 45 16 897 748 623 E 24TH ST COLLECTOR 441 1 9 1 1350 30 41 898 749 326 ROUTE 18 COLLECTOR 721 1 12 1 1700 60 41 899 750 306 ROUTE 170 COLLECTOR 775 1 12 1 1700 60 42 900 751 180 ROUTE 6 COLLECTOR 5294 1 12 1 1700 50 20 901 752 593 ROUTE 9 COLLECTOR 12063 1 12 2 1700 60 28 902 753 280 GARDNER RD COLLECTOR 15247 1 12 0 1700 55 36 903 754 94 ROUTE 6 COLLECTOR 10543 1 12 0 1700 60 23 904 755 344 LEONORE RD COLLECTOR 8964 1 12 4 1700 55 31 905 756 757 ROUTE 178 COLLECTOR 2548 1 12 1 1700 60 22 906 757 758 ROUTE 178 COLLECTOR 5247 1 12 1 1700 60 22 LaSalle County Generating Station Evacuation Time Estimate K-88 KLD Engineering, P.C.Rev. 0 Up Don Lan Shule Flo Flo Strea Strea Legt No. of Wit Wit Rae Sed Gi 907 758 759 ROUTE 178 COLLECTOR 5375 1 12 1 1700 60 14 908 759 760 ROUTE 71 COLLECTOR 2635 1 12 2 1700 55 14 909 761 759 ROUTE 71 COLLECTOR 3969 1 12 2 1700 55 14 910 763 764 ROUTE 23 COLLECTOR 1306 1 12 2 1700 60 2 911 764 765 ROUTE 23 COLLECTOR 1782 1 12 2 1700 60 2 912 765 766 US-RT 52 COLLECTOR 2427 1 12 3 1700 60 2 913 765 767 US-RT 52 COLLECTOR 2683 1 12 3 1700 60 1 914 765 768 CR-1 COLLECTOR 1741 1 12 1 1700 55 1 915 769 302 VERONA RD COLLECTOR 5456 1 12 1 1700 55 35 916 770 300 BUFFALO RD COLLECTOR 5403 1 12 0 1700 45 35 917 771 177 GONNAM RD COLLECTOR 7989 1 12 1 1700 60 27 918 772 319 E 24TH ST COLLECTOR 4569 1 9 1 1700 50 33 919 773 303 ROUTE 170 COLLECTOR 5380 1 12 1 1700 60 34 920 774 86 ROUTE 6 COLLECTOR 12865 1 12 2 1700 60 26 921 775 288 ROUTE 170 COLLECTOR 4897 1 12 2 1700 60 34 922 776 287 ROUTE 39 COLLECTOR 5322 1 12 1 1700 60 34 923 777 318 E 24TH ST COLLECTOR 5096 1 10 0 1750 45 33 924 778 90 ROUTE 6 COLLECTOR 8818 1 12 1 1700 55 25 925 779 726 ROUTE 6 COLLECTOR 3569 1 12 2 1700 60 13 926 780 122 ROUTE 71 COLLECTOR 13332 1 12 3 1700 60 9 927 782 661 E 2850TH RD LOCAL ROADWAY 3769 1 12 4 1700 40 18 928 782 783 E 2850TH RD LOCAL ROADWAY 1561 1 12 4 1700 40 18 929 783 784 E 28TH RD LOCAL ROADWAY 7471 1 12 4 1700 40 18 930 784 652 ROUTE 4 COLLECTOR 5360 1 12 4 1700 50 11 931 785 786 E 28TH RD LOCAL ROADWAY 7819 1 12 4 1700 40 18 LaSalle County Generating Station K-89 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0 Up Don Lane Shole Flo Flow Strea Stram Legt No. of Widt Wit Rate Spe Gri 932 786 669 E 28TH RD LOCAL ROADWAY 2046 1 12 4 1700 40 18 933 787 782 WOODSMOKE RANCH ENTRANCE LOCAL ROADWAY 1016 1 12 0 1575 35 18 934 788 786 WOODSMOKE RANCH ENTRANCE LOCAL ROADWAY 1232 1 12 0 1575 35 18 935 789 668 N 28TH RD LOCAL ROADWAY 2640 1 12 4 1700 40 17 936 8003 3 INTERSTATE 80 FREEWAY 8461 2 12 10 2250 70 7 EXIT LINK 3 8003 INTERSTATE 80 FREEWAY 8461 2 12 10 2250 70 7 EXIT LINK 23 8023 INTERSTATE 80 FREEWAY 9721 2 12 10 2250 70 13 EXIT LINK 24 8024 INTERSTATE 55 FREEWAY 8846 2 12 10 2250 70 49 EXIT LINK 33 8033 INTERSTATE 55 FREEWAY 20065 2 12 10 2250 70 37 EXIT LINK 105 8105 W MINOOKA RD LOCAL ROADWAY 6300 1 10 0 1700 50 5 EXIT LINK 126 8126 ROUTE 71 COLLECTOR 5073 1 12 3 1700 60 3 EXIT LINK 191 8191 ROUTE 19 COLLECTOR 8048 1 12 2 1700 60 20 EXIT LINK 245 8245 ROUTE 113 COLLECTOR 10531 1 12 2 1700 55 28 EXIT LINK 279 8279 REED RD LOCAL ROADWAY 10447 1 10 1 1700 45 28 EXIT LINK 310 8310 ROUTE 170 COLLECTOR 4743 1 12 1 1700 60 48 EXIT LINK 358 8358 ROUTE 18 COLLECTOR 10671 1 12 3 1700 55 38 LaSalle County Generating Station Evacuation Time Estimate K-90 KLD Engineering, P.C.Rev. 0 33 33 RUE1-OLCO 02 00 12 2 17000 45 Up- Down Lan Sholde Flo Flow S0 EXIT LINK 333 8333 ROUTE 17 COLLECTOR 10024 1 12 2 1700 60 45 EXIT LINK 760 8760 ROUTE 71 COLLECTOR 2683 1 12 2 1700 55 14 EXIT LINK 766 8766 US-RT 52 COLLECTOR 3625 1 12 3 1700 60 2 EXIT LINK 767 8767 US-RT 52 COLLECTOR 6023 1 12 3 1700 60 1 EXIT LINK 768 8768 CR-1 COLLECTOR 2103 1 12 1 1700 55 1 FXIT LINK 415 8415 ROUTE 23 COLLECTOR 5503 1 12 6 1700 60 46 EXIT LINK 464 8464 US 6 COLLECTOR 4005 1 12 2 1700 55 14 EXIT LINK 473 8473 ROUTE 34 COLLECTOR 11020 1 12 1 1700 55 14 EXIT LINK 511 8511 ROUTE 33 COLLECTOR 10608 1 12 1 1700 60 8 EXIT LINK 657 8657 ROUTE 25 COLLECTOR 2358 1 12 1 1700 60 4 EXIT LINK 722 8722 ROUTE 2 COLLECTOR 3498 1 12 4 1700 45 2 EXIT LINK 724 8724 LISBON ST COLLECTOR 5491 1 12 4 1700 50 5 EXIT LINK 725 8243 ROUTE 6 COLLECTOR 2929 1 12 2 1700 55 13 EXIT LINK 731 8731 ROUTE 14 COLLECTOR 3823 1 12 4 1700 45 22 LaSalle County Generating Station Evacuation Time Estimate K-91 KLD Engineering, P.C.Rev. 0 Satraio FrneeN~N Up- 8231 Lane Shoulder 55 13 Strea Strea Legt No. of Wit Wi.t Rat Spe Grid EXiTk# Nd oeRawyNm oda ye (t. ae f. f. pp ) (p) Nme LIN 78 823 ROT 47CLLCOR667 1 122170551 LaSalle County Generating Station Evacuation Time Estimate K-92 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 41 881377 1698788 Stop 17 55 855306 1707678 TCP -Actuated 16 65 908179 1695215 TCP -Actuated 18 67 911227 1697088 TCP -Uncontrolled 18 72 922962 1713095 TCP -Actuated 11 73 933557 1713142 TCP -Uncontrolled 12 74 944148 1713177 Stop 12 75 952834 1713547 Stop 13 76 954180 1713574 Actuated 13 77 957300 1713671 Actuated 13 78 958042 1713712 Actuated 13 79 958207 1713726 Actuated 13 80 959952 1714290 Actuated 13 83 892994 1665095 Stop 25 85 909102 1665262 Stop 26 88 960752 1666046 Stop 28 90 871938 1664887 Stop 24 91 845887 1664891 Stop 24 92 840580 1665020 TCP -Uncontrolled 23 93 840580 1667563 Stop 23 101 803777 1673971 Stop 22 102 922799 1718236 Stop 11 103 917563 1718179 Stop 11 104 917138 1739429 Stop 4 114 881957 1714580 TCP -Uncontrolled 10 119 880071 1732851 Stop 10 120 861559 1715088 TCP -Uncontrolled 9 131 909202 1686258 TCP -Actuated 18 132 908509 1687888 TCP -Uncontrolled 18 147 933975 1701933 TCP -Uncontrolled 19 159 955294 1709350 Stop 20 160 958789 1709135 Stop 20 161 959433 1709119 Actuated 20 162 960059 1709114 Actuated 20 177 928924 1689274 Stop 19 178 939538 1689381 Stop 19 179 944822 1689436 TCP -Uncontrolled 19 LaSalle County Generating Station Evacuation Time Estimate K-93 KLD Engineering, P.C.Rev. 0 181 960264 1 1689928 Stop 20 182 960074 1700494 Actuated 20 183 960027 1703152 Actuated 20 193 960089 1708096 Actuated 20 194 960074 1708477 Actuated 20 195 959469 1708448 Actuated 20 196 959469 1708772 Actuated 20 197 959444 1709458 Actuated 20 198 959435 1709786 Actuated 20 199 959435 1710110 Actuated 20 200 959413 1710467 Actuated 20 202 959390 1714090 Stop 13 206 958197 1712652 Stop 13 207 960046 1709785 Actuated 20 209 960012 1710473 Actuated 20 210 959988 1712671 Actuated 13 211 959379 1712666 Stop 13 212 958836 1708468 Stop 20 217 960179 1711067 Stop 20 219 964706 1711260 Stop 20 224 956334 1718986 Actuated 13 226 959964 1715052 Actuated 13 227 959906 1717807 Actuated 13 228 959864 1719300 Actuated 13 229 959864 1720391 Actuated 13 230 959836 1721250 Actuated 13 235 959066 1719512 Actuated 13 242 960552 1718177 Actuated 13 243 960738 1718884 Actuated 13 254 882884 1690425 TCP -Actuated 17 256 879966 1691552 Stop 17 257 878457 1691954 Stop 17 270 845971 1696784 TCP -Actuated 16 271 845959 1697771 Stop 16 272 845974 1699435 Stop 16 280 961351 1644836 Stop 36 287 898485 1644067 Stop 34 292 898508 1643564 Stop 34 LaSalle County Generating Station Evacuation Time Estimate K-94 KLD Engineering, P.C.Rev. 0 1 293 899164 1 1644099 Stop 34 300 935415 1644121 Stop 35 302 940754 1644216 Stop 35 307 898977 1611736 Stop 42 311 925399 1612078 Stop 43 316 925234 1617756 TCP -Actuated 43 317 882645 1654345 TCP -Uncontrolled 33 318 882645 1643980 TCP -Actuated 33 320 882808 1622723 TCP -Actuated 41 321 882360 1664953 TCP -Uncontrolled 25 322 881832 1622349 Stop 41 327 883458 1611827 Stop 41 331 846423 1600951 Stop 46 334 871989 1643817 Stop 32 335 872286 1622616 Stop 41 336 845864 1643915 TCP -Actuated 32 337 845738 1649009 TCP -Uncontrolled 32 338 806130 1648885 Stop 30 343 814190 1622607 Stop 38 346 851190 1622596 Stop 40 347 848903 1622676 Stop 40 348 847755 1622664 Actuated 40 349 847385 1622660 Actuated 40 350 847010 1622647 Actuated 40 351 846653 1622643 Actuated 40 352 846309 1622628 Actuated 40 353 845916 1622644 Actuated 40 356 835374 1622661 Stop 39 359 846294 1623036 Actuated 40 360 845900 1623032 Actuated 40 365 845909 1622107 Actuated 40 366 846292 1622098 Actuated 40 367 846657 1622089 Stop 40 368 847030 1622089 Actuated 40 369 847377 1622107 Stop 40 370 847751 1622143 Stop 40 372 846280 1624369 Stop 40 374 846333 1625328 Stop 40 LaSalle County Generating Station Evacuation Time Estimate K-95 KLD Engineering, P.C.Rev. 0 375 845878 1 1624331 Stop 1 40 376 845893 1625312 Stop 40 379 845882 1627959 Stop 40 381 851189 1624429 Stop 40 382 851218 1627968 TCP -Actuated 40 384 845879 1629479 Actuated 40 385 845867 1630361 Actuated 40 386 845897 1632541 Actuated 40 387 845889 1633221 TCP -Actuated 40 388 845889 1634974 Actuated 32 398 835304 1633410 Stop 31 401 845924 1620611 Stop 40 402 846308 1620593 Stop 40 404 848925 1620629 Stop 40 405 848943 1617351 Stop 40 406 846254 1617360 Stop 40 407 845933 1617395 Stop 40 414 851135 1617413 Stop 40 433 881041 1697590 TCP -Actuated 17 437 852420 1705720 TCP -Actuated 16 444 844847 1704568 Actuated 15 445 844421 1704588 Actuated 15 446 844007 1704584 Actuated 15 447 843617 1704596 Stop 15 448 842871 1704553 Stop 15 449 842195 1704553 Stop 15 450 838307 1704462 Stop 15 453 853473 1706275 Stop 16 457 848220 1708424 Actuated 16 458 844864 1708353 Actuated 15 459 842745 1708384 Actuated 15 462 838304 1707511 Stop is 467 838320 1702243 Stop 15 474 844848 1704982 Actuated 15 475 844839 1705269 Actuated 15 476 844843 1705645 Actuated 15 477 844848 1706026 Actuated 15 478 844852 1706438 Actuated 15 LaSalle County Generating Station Evacuation Time Estimate K-96 KLD Engineering, P.C.Rev. 0 479 1 844866 1 1706863 Actuated 15 483 844422 1706854 Actuated 15 487 844431 1704991 Actuated 15 488 844431 1705283 Actuated 15 489 844449 1705659 Actuated 15 490 844435 1706017 Actuated 15 491 844435 1706438 Actuated 15 494 838284 1704893 Stop 15 496 842227 1704956 Stop 15 497 844880 1708969 Actuated 15 501 846346 1713328 Actuated 9 502 846273 1713990 Actuated 9 503 846288 1714408 Actuated 9 504 846287 1715210 Actuated 9 505 846326 1716044 Actuated 9 506 846336 1716751 Actuated 9 507 846354 1718159 Actuated 9 510 846436 1739062 Stop 2 511 835930 1728590 Stop 8 519 837705 1707522 Stop 15 522 845328 1700420 Actuated 15 524 845181 1701326 Actuated 15 525 845071 1702636 Actuated 15 527 846012 1683587 TCP -Uncontrolled 24 531 837513 1698020 Stop 15 548 833240 1694067 Stop 15 571 835038 1694818 Stop 15 576 845142 1700212 Stop 15 580 848572 1696817 TCP -Uncontrolled 16 586 845524 1697754 Stop 15 587 845165 1697844 Stop 15 589 847124 1665062 Stop 24 591 848290 1665036 Stop 24 595 842025 1633330 Stop 31 598 843673 1622466 Stop 39 603 847022 1623063 Stop 40 604 847397 1623072 Stop 40 605 847752 1623072 Stop 40 LaSalle County Generating Station Evacuation Time Estimate K-97 KLD Engineering, P.C.Rev. 0 606 848526 1 1623094 stop 40 617 849933 1628642 Stop 40 620 806122 1647664 Stop 30 630 915018 1611939 Stop 42 631 914538 1617775 TCP -Actuated 42 634 914560 1623090 TCP -Actuated 42 635 914571 1633658 TCP -Actuated 34 636 914515 1644129 TCP -Uncontrolled 34 637 914500 1638858 TCP -Actuated 34 638 908666 1686108 TCP -Actuated 26 646 959777 1725680 Actuated 13 651 907835 1704927 Stop 18 652 907572 1712875 Stop 11 653 907480 1716116 TCP -Uncontrolled 11 655 907013 1739363 Stop 4 661 897173 1704665 Stop 17 662 897023 1710112 Stop 17 663 896950 1712798 Stop 10 664 896650 1723319 Stop 10 665 896577 1731411 Stop 10 668 893273 1701945 Stop 17 676 845892 1662789 Stop 24 681 957809 1719008 Stop 13 683 944293 1707964 Stop 19 685 933765 1707868 TCP -Uncontrolled 19 689 962090 1708538 Stop 20 691 909400 1691685 Stop 18 695 933686 1707359 Stop 19 699 855530 1707942 Yield 16 705 844020 1705001 Stop 15 718 863248 1739007 Stop 2 723 943676 1739745 Stop 5 726 965223 1722682 Stop 13 727 965367 1712543 Yield 13 728 806130 1651644 Stop 30 729 798123 1651795 Stop 30 734 797556 1673533 Stop 22 738 881919 1712674 TCP -Actuated 10 LaSalle County Generating Station Evacuation Time Estimate K-98 KLD Engineering, P.C.Rev. 0 747 866202 1 1695233 TCP -Uncontrolled 16 748 882773 1633168 TCP -Uncontrolled 41 749 883214 1617382 TCP -Uncontrolled 41 750 898896 1617493 TCP -Uncontrolled 42 752 945570 1665633 TCP -Uncontrolled 27 753 946112 1644360 TCP -Uncontrolled 35 759 798361 1691596 Stop 14 765 845709 1750026 Stop 2 769 940747 1649672 TCP -Uncontrolled 35 770 935414 1649525 TCP -Uncontrolled 35 772 882708 1638486 TCP -Uncontrolled 33 773 898552 1638738 TCP -Uncontrolled 34 774 914284 1665376 TCP -Uncontrolled 26 775 909164 1649509 TCP -Uncontrolled 34 776 898565 1649390 TCP -Uncontrolled 34 777 882586 1649077 TCP -Uncontrolled 33 782 900918 1705087 Stop 18 783 902473 1705233 Stop 18 784 902211 1712700 Stop 11 786 902566 1702699 Stop 18 1 Coordinates are in the North American Datum of 1983 Illinois East State Plane Zone LaSalle County Generating Station Evacuation Time Estimate K-99 KLD Engineering, P.C.Rev. 0 APPENDIX L Sub-area Boundaries L. SUB-AREA BOUNDARIES Sub-area 1 Sub-area 2 Sub-area 3 Sub-area 4 Sub-area 5 County: LaSalle Defined as the area within the following boundary:

Brookfield Township boundary County: LaSalle Defined as the area within the following boundary:

Bounded by the Allen Township boundary to the west, north, and east. Bounded by N 1 6 th Rd to the south.County: LaSalle Defined as the area within the following boundary:

Contains parts of Grand Rapids and Fall River Townships.

Bounded by Grand Rapids Township boundary to the west and south. Bounded by Grand Ridge and Farm River Township boundaries to the east. Bounded by the northern boundary of Grand Rapids Township, E 2 1 st Road, and the northern boundary of Farm River Township to the north.County: LaSalle Defined as the area within the following boundary:

Contains part of Otter Creek and Bruce Townships.

Bounded by Otter Creek Township to the south and east. Bounded to the north by the Otter Creek Township boundary and Bruce Township boundary from E 1 8 th Rd to IL-23. Bounded to the west by the Otter Creek Township Boundary from N 1 2 th Rd to N 1 5 th Rd, west on N 1 5 th Rd to IL-23, and north on IL-23 to the Bruce Township boundary.County: LaSalle Defined as the area within the following boundary:

Bounded by the Allen Township boundary on the west, south, and east. Bounded by N 16th Rd to the north.County: Grundy Defined as the area within the following boundary:

Contains part of Erienna Township.

Bounded by the Erienna Township boundary on the west, the Erienna township boundary on the north from Grundy/LaSalle County line to Nettle School Road. Bounded on the east by Nettle School Road, and bounded by the Illinois River on the south.Sub-area 6 LaSalle County Generating Station Evacuation Time Estimate L-1 KLD Engineering, P.C.Rev. 0 Sub-area 7 Sub-area 8 County: LaSalle Defined as the area within the following boundary:

Contains part of Farm Ridge Township.

Bounded by Farm Ridge Township boundary to the east, to the north and the south from E 18th Rd to E 16th Rd. Bounded by E 1 6 th Road to the west.County: LaSalle Defined as the area within the following boundary:

Contains parts of South Ottawa and Fall River Townships.

Bounded by the Fall River and South Ottawa Township boundaries to the south. Bounded by IL-23 to the west. Bounded by N 27th Rd, E 1 8 0 9 th Rd and the Illinois River to the north. Bounded by E 2 1 st Road to the east.County: Grundy Defined as the area within the following boundary:

Norman Township boundary.County: LaSalle Defined as the area within the following boundary:

Contains parts of Manlius and Miller Townships.

Manlius and Miller Township boundaries to the east and west. Manlius Township boundary to the south. Bounded by Interstate-80 to the north.Sub-area 9 Sub-area 10 Sub-area 11 County: LaSalle Defined as the area within the following boundary:

Contains part of Rutland Township.

Bounded by Rutland Township boundary on the west, south, and east. Bounded by Interstate-80 to the north.Sub-area 13 Sub-area 17 County: Grundy Defined as the area within the following boundary: boundary.County: Grundy Defined as the area within the following boundary: boundary.Vienna Township Highland Township[-2 KLD Engineering, P.C.LaSalle County Generating Station Evacuation Time Estimate L-2 KLD Engineering, P.C.Rev. 0 APPENDIX M Evacuation Sensitivity Studies M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses.

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

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), or if the tail were elongated (i.e., spreading out the departure of evacuees to limit the demand during peak times)how would the ETE be affected?

The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study 2 Hours 30 Minutes 1:55 2:45 3 Hours 30 Minutes (Base) 1:55 3:40 4 Hours 30 Minutes 2:35 4:35 As discussed in Section 7.3, ETE are dictated by trip generation.

If evacuees mobilize in one less hour, the 90th percentile remains unchanged; however, the 100th percentile is reduced by 55 minutes -a significant change. If evacuees mobilize one hour slower, the 9 0 th percentile increases by 40 minutes -a significant change. The 100th percentile increases by 55 minutes -also a significant change. In summary, the 1 0 0 th percentile ETE parallel the trip generation time because of the limited traffic congestion in the EPZ.LaSalle County Generating Station M-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the Shadow Region.Table M-2 presents the evacuation time estimates for each of the cases considered.

The results show that reducing the shadow evacuation to 0% has no effect at the 9 0 th or 1 0 0 th percentiles.

Tripling the shadow percentage also has no effect at the 90th or 100th percentiles.

Full evacuation (100%) of the Shadow Region also has no effect on the 1 0 0 th percentile, and increases the 90th percentile by 5 minutes -a nominal change.The Shadow Region for LAS is sparsely populated.

As shown in Figures 7-3 through 7-7, congestion in the Shadow Region does not propagate into the EPZ after the first hour and 30 minutes of the evacuation such that EPZ evacuees would be delayed. Therefore, any additional shadow residents that decide to voluntarily evacuate are easily accommodated by the excess capacity available in the study area such that ETE are not impacted.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study EvcaigEvcainTmeEtmt.orEtr P Pecn Shdo Shadow-0 0 1:55 3:40 20 (Base) 6,189 1:55 3:40 60 18,567 1:55 3:40 100 30,945 2:00 3:40 LaSalle County Generating Station Evacuation Time Estimate M-2 KLD Engineering, P.C.Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change and could impact ETE.As per the NRC's response to the Emergency Planning Frequently Asked Question (EPFAQ)2013-001, the ETE population sensitivity study must be conducted to determine what percentage increase in permanent resident population causes an increase in the 9 0 th percentile ETE of 25 percent or 30 minutes, whichever is less. The sensitivity study must use the scenario with the longest 9 0 th percentile ETE (excluding the roadway impact scenario and the special event scenario if it is a 1 day per year special event).Thus, the sensitivity study was conducted using the following parameters:

1. The percent change in population within the study area was increased by up to 124%.Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements was not considered.

3. The study was performed for the 2-Mile Region (R01), 5-Mile Region (R02), and the entire EPZ (R03).4. The scenario (excluding roadway impact and special event) with the highest 9 0 th percentile ETE values was selected as the case to be considered in this sensitivity study (Scenario 8 -winter, midweek, midday, with snow).Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that the base ETE for the 2-Mile Region (Region 1) at the 90th percentile is 1:50. Therefore, a 28 minute increase (25% of 1:50) in ETE will be the criterion for updating.

All other base ETE values are at least 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 25 percent of these base ETE is always greater than 30 minutes.Therefore, 30 minutes is the lesser and is the criterion for updating.Those percent population changes which result in 9 0 th percentile ETE changes greater than 30 minutes are highlighted in red in Table M-3 -a 124% increase or greater in the EPZ population.

Exelon will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 124% or more, an updated ETE analysis will be needed.LaSalle County Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change Population Change Region Base 50% 100% 124%2-MILE 1:50 1:55 2:00 2:05 5-MILE 2:00 2:05 2:10 2:10 FULL EPZ 2:15h 2:20 nil Population Change Region Base 5 I 50% I100% I124%2-MILE 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:35 FULL EPZ 4:40 4:40 4:40 4:40 M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE." Reducing or prolonging the trip generation time significantly impacts the 100th percentile ETE since trip generation dictates ETE for this low population site (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly will decrease ETE.* Shadow evacuation has no impact on ETE (Section M.2). Nonetheless, public outreach to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not.* Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of population growth.LaSalle County Generating Station M-4 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 APPENDIX N ETE Criteria Checklist 0 N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist SReie Crieri Crtro Adrese Coment 1.0 Introduction

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

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

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

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

Appendix G d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C LaSalle County Generating Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Comment e. Methods used to address data uncertainties should be described.

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

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

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

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

1.3.1 Staged Evacuation

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

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

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

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

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

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

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

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

2.1.1 Permanent Residents with Vehicles a. The persons per vehicle value should be between I and 2 Yes 1.83 persons per vehicle -Table 1-3 or justification should be provided for other values.b. Major employers should be listed. Yes Appendix E -Table E-4 LaSalle County Generating Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0 0.R Reie Crtei Crtro Adrse Comments.2.1.2 Transient Population

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.b. The average population during the season should be used, Yes Tables 3-4, 3-5, and Appendix E itemize the itemized and totaled for each scenario.

transient population and employee estimates.

These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario -see page 6-1.c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.

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

Yes Sections 2.1, 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3-6 -transients of NUREG/CR-7002, showing the population distribution Figure 3-8 -employees for the transient population.

2.2 Transit Dependent Permanent Residents a. The methodology used to determine the number of transit Yes Section 8.1, Table 8-1 dependent residents should be discussed.

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

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

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

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

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.LaSalle County Generating Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0 R. Reie Crtei Crteio Addese Comments c. The number of wheelchair and bed-bound individuals should be provided.Yes Section 8.3, Tables 8-4, E-3 d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.

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

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

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

Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 -page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation LaSalle County Generating Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addrsse Comment 2.5.1 Special Events a. A complete list of special events should be provided and Yes Section 3.7 -only one event suggested by includes information on the population, estimated Exelon and offsite agencies duration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

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

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

LaSalle County Generating Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Adrse Coment b. Pass through traffic is assumed to have stopped entering the EPZ about two hours after the initial notification.

Yes Section 2.3- Assumption 5 Section 3.6 Table 6-3 -External Through Traffic footnote 2.6 Summary of Demand Estimation

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

3.1 Roadway Characteristics

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

b. Information should be provided describing the extent of Yes Section 1.3, Appendix D the survey, and types of information gathered and used in the analysis.c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-1 Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.LaSalle County Generating Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addr ese Coment e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.Yes Appendix K, Figures K-1 through K-50 present the entire link-node analysis network at a scale suitable to identify all links and nodes 3.2 Capacity Analysis a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.

3.3 Intersection Control a. A list of intersections should be provided that includes the Yes Appendix K, Table K-2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections Yes Table J-1 within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C used in the calculations.

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

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

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

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

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

LaSalle County Generating Station Evacuation Time Estimate N-10 KLD Engineering, P.C.Rev. 0 SReie Crtei Crteio Adrsse Comet 4.1.1 Permanent Residents and Transient Population

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

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

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

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

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

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

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

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

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

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

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

c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5 resources needed to support the demand estimation should be provided.d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.e. Discussion should identify the time estimated for transit Yes Section 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13 passengers should be discussed.

g. A map of bus routes should be included.

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

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

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

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

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

h. Supporting information should be provided to quantify the Yes Section 8.4 time elements for the return trips. Tables 8-7 through 8-9 LaSalle County Generating Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro A...sse Coment 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow).Section 8.4 discusses inbound and outbound speeds c. Time for loading of students should be provided.

Yes Tables 8-7 through 8-9. Discussion in Section 8.4 d. Information should be provided that indicates whether the Yes Section 8.4 -page 8-5 evacuation can be completed in a single trip or if Table 8-5 additional trips are needed.e. If return trips are needed, the destination of school buses Yes Return trips are not needed. Sufficient should be provided, resources to evacuate in single wave -page 8-5 LaSalle County Generating Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Comment f. If used, reception centers should be identified.

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

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

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at relocation center, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.18.0).

Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided, simulation model assumptions and algorithms Table J-2 -model inputs LaSalle County Generating Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0 Seve Crtei Crtro Addrsse Comment b. A glossary of terms should be provided for the key performance measures and parameters used in the analysis.Yes Appendix A Tables C-1, C-2 4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.b. The minimum following model outputs should be provided Yes 1. Table J-5.to support review: 2. Table J-3.1. Total volume and percent by hour at each EPZ exit 3. Table J-1.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot 3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average 4. Total vehicles exiting the network. speed also provided in Table J-3.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-7 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.LaSalle County Generating Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.3 Evacuation Time Estimates for the General Public a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population

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

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

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

Tables 8-11 through 8-16 5.0 Other Considerations 5.1 Development of Traffic Control Plans a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided.b. A discussion of adjustments or additions to the traffic Yes Section 9, Appendix G control plan that affect the ETE should be provided.5.2 Enhancements in Evacuation Time a. The results of assessments for improvement of evacuation Yes Appendix M, Section M.4 time should be provided.LaSalle County Generating Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0

.R Reie Crtra Critrio Addese Comment b. A statement or discussion regarding presentation of enhancements to local authorities should be provided.Yes The local authorities were engaged in the ETE development and informed of the study results. In particular, sensitivity study information was provided to show potential impacts of selected ETE variables.

5.3 State and Local Review a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.

b. Information should be provided on any unresolved issues Yes There are no outstanding issues.that may affect the ETE.5.4 Reviews and Updates a. A discussion of when an updated ETE analysis is required Yes Appendix M, Section M.3 to be performed and submitted to the NRC.S.5 Reception Centers and Congregate Care Center a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multi-wave return times for buses should be provided, evacuation procedure.

Figure 8-1 c. It should be clearly stated if it is assumed that passengers Yes Reception centers are also congregate care are left at the reception center and are taken by separate centers -see Section 10 buses to the congregate care center.LaSalle County Generating Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0