View source for RS-14-151, Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 3

{{Adams
| number = ML14141A060
| issue date = 04/18/2014
| title = Clinton, Unit 1 - Attachment 3, Kld TR-632, Rev. 0, Development of Evacuation Time Estimates. Part 3 of 3
| author name = 
| author affiliation = KLD Engineering, PC
| addressee name = 
| addressee affiliation = NRC/Document Control Desk, NRC/FSME, NRC/NMSS, NRC/NRR
| docket = 05000461
| license number = NPF-062
| contact person = 
| case reference number = RS-14-151
| document report number = KLD TR-632, Rev. 0
| package number = ML14141A046
| document type = Evacuation Time Estimate/Report (ETE)
| page count = 127
}}

=Text=
{{#Wiki_filter:APPENDIX H Evacuation Regions H. EVACUATION REGIONS This appendix presents the evacuation percentages for each Evacuation Region (Table H-i) and maps of all Evacuation Regions (Figure H-1 through Figure H-16). The percentages presented in Table H-1 are based on the methodology discussed in assumption 5 of Section 2.2 and shown in Figure 2-1.Note the baseline ETE study assumes 20 percent of households will not comply with the shelter advisory, as per Section 2.5.2 of NUREG/CR-7002.
Section 1.3.1 of NUREG/CR-7002 recommends the consideration of a staged keyhole evacuation 
-see Section 5.4.2 of this report for additional information on staged evacuation.
The entire 2-mile radius and 5-mile radius for CLN is comprised of a single Sub-area -Sub-area 1. In order to consider a staged evacuation in accordance with NUREG/CR-7002, Sub-area 1 was divided into two pieces -the 2-mile radius and the remainder of the Sub-area excluding the 2-mile radius -as shown in Figure H-16. This postulated division of Sub-area 1 is purely for analytical purposes (to quantify the ETE impact of staged evacuation) and does not imply or require Exelon or the offsite agencies to divide the Sub-area in the public information or in their emergency plans.Clinton Power Station Evacuation Time Estimate H-1 KLD Engineering, P.C.Rev. 0 Table H-1. Percent of Sub-area Population Evacuating for Each Region Region Sub-area Description 1 1 2 13 14 1 5 16I17 18 1 C..ka&#xfd;ra Region Wind Direction Toward: 1 1, ....__112114156[78 I Region I Wind Direction Toward:JI L m I H-2 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-2 KLD Engineering, P.C.Rev. 0 Figure H-1. Region R01 Clinton Power Station Evacuation Time Estimate H-3 KLD Engineering, P.C.Rev. 0 Figure H-2. Region R02 Clinton Power Station Evacuation Time Estimate H-4 KLD Engineering, P.C.Rev. 0 Figure H-3. Region R03 H-S K[D Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-5 KLD Engineering, P.C.Rev. 0 Figure H-4. Region R04 H-6 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-6 KLD Engineering, P.C.Rev. 0 Figure H-5. Region R05 Clinton Power Station Evacuation Time Estimate H-7 KLD Engineering, P.C.Rev. 0 Figure H-6. Region R06 H-B KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-8 KLD Engineering, P.C.Rev. 0 Figure H-7. Region R07 H-9 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-9 KLD Engineering, P.C.Rev. 0 Figure H-8. Region R08 H-b KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-10 KLD Engineering, P.C.Rev. 0 Figure H-9. Region R09 Clinton Power Station Evacuation Time Estimate H-11 KLD Engineering, P.C.Rev. 0 Figure H-10. Region RIO Clinton Power Station Evacuation Time Estimate H-12 KLD Engineering, P.C.Rev. 0 Figure H-11. Region R11 H-13 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-13 KLD Engineering, P.C.Rev. 0 Figure H-12. Region R12 Clinton Power Station Evacuation Time Estimate H-14 KLD Engineering, P.C.Rev. 0 Figure H-13. Region R13 Clinton Power Station Evacuation Time Estimate H-15 KILD Engineering, P.C.Rev. 0 Figure H-14. Region R14 H-16 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-16 KLD Engineering, P.C.Rev. 0 Figure H-15. Region R15 Clinton Power Station Evacuation Time Estimate H-17 KLD Engineering, P.C.Rev. 0 Figure H-16. Region R16 H-18 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate H-18 KLD Engineering, P.C.Rev. 0 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 R02) for each scenario.
Note that the average speed for evacuation during the special event (Scenario 
: 13) is less than half the speed for an evacuation during all other scenarios.
Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -Interstate 72, Interstate 74, US Route 51, IL-10, IL-48, IL-54, CR-8 -for an evacuation of the entire EPZ (Region R02) under Scenario 1 conditions.
With the low EPZ and Shadow Region populations, there is plenty of roadway capacity to adequately service all evacuating vehicles in a timely manner. The only roadway not operating at free-flow conditions after the first hour is US Route 51 South leaving Clinton. By 2 hours, all roadways are essentially free-flowing.
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 R02) 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 as a result of the minimal traffic congestion in the EPZ, which was discussed in detail in Section 7.3.Clinton Power Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections Max.Approach Total Turn Intersection (up Volume Queue Node Location Control Node) (Veh) (Veh)264 1,585 9 255 US-51 Business @SR-54 Actuated 257 790 5 256 500 0 TOTAL 2,875 277 675 2 263 US-51@SR-54 TCP-260 2,069 21 Actuated TOTAL 2,744 -278 681 0 TCP- 491 1,635 0 Actuated 492 0 0 TOTAL 2,316 -305 2,119 0 TCP -306 US-51 @ E 000 Road Act 479 15 0 Actuated TOTAL 2,134 258 1,570 21 261 0 0 260 SR-54 @ Illini Drive Actuated 733 497 3 TOTAL 2,067 -301 880 91 US-51 @ US-51 TCP -477 720 68 Business Actuated 478 126 5 TOTAL 1,726 -251 1,243 0 SR-54 @ S Madison 266 0 0 264 Actuated Street 265 374 0 TOTAL 1,617 -268 604 0 267 US-5i Business @ W Actuated 270 293 0 Main St TOTAL 897 -212 658 0 TCP -213 SR-10 @ SR-48 Act 422 152 0 Actuated TOTAL 810 -211 154 0 SR-48 @ White TCP -Pidgeon Road Actuated I TOTAL 658 Clinton Power 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 302 8522 1,700 18 NE 8523 -1,700 8518 1,700 664 18 E 8394 4,500 8413 1,700 8301 1,700 840 3 W 8640 1,700 8490 1,700 8497 1,700 792 342 W 8301 1,700 8640 1,700 8408 4,500 591 31 SE 8460 1,700 8688 1,700 131 3 N 8518 1,700 8705 3,800 209 100 NW 8503 1,700 392 11 SW 8314 2,850 580 5 S 8460 1,700 8640 1,700 836 5 SW 8490 1,700 8314 2,850 Clinton Power 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 R02)Network-Wide Average Travel Time (Min/Veh-Mi) 1.0 1.1 1.1 1.2 1.1 1.0 1.1 Network-Wide Average 60.0 54.3 57.3 50.6 56.0 60.0 56.1 Speed (mph)Total Vehicles Exitin Network 19,656 19,783 20,371 20,516 12,960 18,593 18,721 Exiting Network Network-Wide Average 1.2 1.0 1.1 1.2 1.1 2.4 1.0 Travel Time (Min/Veh-Mi)
Network-Wide Average 51.2 60.0 54.0 50.9 56.1 25.4 59.5 Speed (mph)Total Vehicles Exitin Network 18,838 18,293 18,427 18,520 12,794 48,566 19,660 Exiting Network Clinton Power 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 R02, Scenario 1)US-51 South 8.8 44.5 11.9 63.5 8.3 66.6 7.9 68.5 7.7 US-51 North 8.2 66.4 7.4 66.5 7.4 66.5 7.4 66.6 7.4 IL-10 East 10.7 56.5 11.3 58.3 11.0 59.5 10.8 59.5 10.8 IL-48 South 9.3 55.6 10.1 56.3 9.9 58.7 9.5 58.7 9.5 IL-54 East 9.7 59.5 9.8 60.6 9.6 61.4 9.5 61.4 9.5 1-74 East 14.3 74.9 11.5 75.0 11.5 74.6 11.5 75.0 11.4 IL-54 West 12.4 48.6 15.3 49.7 15.0 49.6 15.0 48.6 15.3 IL-1O West 12.0 42.7 16.9 51.7 14.0 53.3 13.5 54.9 13.1 CR-8 North 6.0 58.8 6.2 59.3 6.1 60.0 6.0 60.0 6.0 1-72 East 7.7 74.9 6.2 74.8 6.2 75.0 6.2 75.0 6.2 1-72 West 10.4 74.9 8.3 75.0 8.3 74.6 8.4 75.0 8.3 1-74 West 10.8 75.0 8.6 75.0 8.6 74.9 8.6 75.0 8.6 Clinton Power Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-5. Simulation Model Outputs at Network Exit Links for Region R02, Scenario 1 CumultiveEhilapes Discared bythoIdiatdsim Cumulativ Pecn of Veice Dicagdb4hedctdTm 1,245 2,525 2,917 2,917 2 I + +/- -16%14%15%15%48 1,356 2,730 3,159 3,163 18% 16% 16% 16%99 271 286 287 91 1% 2% 1% 1%128 36 195 220 222 0% 1% 1% 1%15 94 111 112 137 0% 1% 1% 1%138 25 114 135 137 0% 1% 1% 1%44 168 191 193 154 1% 1% 1% 1%29 61 64 64 215 0% 0% 0% 0%299 75 149 156 157 1% 1% 1% 1%378 431 1,015 1,182 1,191 6% 6% 6% 6%809 2,311 2,415 2,421 393 11% 13% 12% 12%489 883 1,773 1,971 1,973 12% 10% 10% 10%518 727 1,488 1,642 1,643 10% 9% 8% 8%522 255 372 381 381 3% 2% 2% 2%174 309 325 326 580 2% 2% 2% 2%624 1,587 1,741 1,752 623 8% 9% 9% 9%20 142 171 174 628____ 0% 1% 1% 1%Clinton Power Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Cumultive Ehilapes Discared by(heo Idiatdsim-ewr Cuuatv Pecn of VeilsDshre4yteIdctdie 25 87 93 93 642 25 87 93 93 0%1%0%0%643 21 82 86 87 0% 0% 0% 0%646 155 452 532 536 2% 3% 3% 3%647 137 452 538 543 2% 3% 3% 3%208 636 723 731 733 3% 4% 4% 4%0 0 0 0 742 0% 0% 0% 0%0 0 0 0 743 0% 0% 0% 0%36 119 126 126 0% 1% 1% 1%810 153 388 427 428 2% 2% 2% 2%Clinton Power 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 100%"O&#xfd;&#xfd;In a'U a'(U 0 I-.4-0 C a'U a'a.80%60%40%20%0%A'01&#xfd;0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-1. ETE and Trip Generation:
Summer, Midweek, Midday, Good Weather (Scenario 1)ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)-Trip Generation -ETE CU (U 0 0 100%80%60%40%20%-00&#xfd;00 -'.40&#xfd;0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-2. ETE and Trip Generation:
Summer, Midweek, Midday, Rain (Scenario 2)Clinton Power Station Evacuation Time Estimate J-8 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)-Trip Generation -ETE 100%U, a, a,'U 4-0 I-..4-C 4-C a, U 1~a, 0.80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-3. ETE and Trip Generation:
Summer, Weekend, Midday, Good Weather (Scenario 3)ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)-Trip Generation 
-ETE 4-0 4.C (U 100%80%60%40%20%_.'00&#xfd;0 15&#xfd;&#xfd;0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-4. ETE and Trip Generation:
Summer, Weekend, Midday, Rain (Scenario 4)Clinton Power Station Evacuation Time Estimate J-9 KLD Engineering, P.C.Rev. 0 Summer, ETE and Trip Generation Midweek, Weekend, Evening, Good (Scenario 5)-Trip Generation 
-ETE OA CL 100%80%60%40%20%0'.00&#xfd;77 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 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%.2~0 0 80%60%40%20%0%'0*&#xfd;#Alep&#xfd;zv//.0V 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-6. ETE and Trip Generation:
Winter, Midweek, Midday, Good Weather (Scenario 6)Clinton Power Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)-Trip Generation -ETE 100%0 CL 80%60%40%20%0%'.00&#xfd;77 Z'O~#~,III If I I 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-7. ETE and Trip Generation:
Winter, Midweek, Midday, Rain (Scenario 7)ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)-Trip Generation -ETE 0 4.1 C GD UL 100%80%60%40%20%I"O&#xfd;0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-8. ETE and Trip Generation:
Winter, Midweek, Midday, Snow (Scenario 8)Clinton Power 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 100%'01e&#xfd;.2 0 I-0 a.80%60%40%20%0%Ar 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-9. ETE and Trip Generation:
Winter, Weekend, Midday, Good Weather (Scenario 9)ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)-Trip Generation -ETE a,-':3 01 LI 4-.0 I-0 4-C 01 U 01 a.100%80%60%40%20%0%_.00&#xfd;0._.O&#xfd;0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-1O. ETE and Trip Generation:
Winter, Weekend, Midday, Rain (Scenario 10)Clinton Power 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'U 0.41 C 100%80%60%40%20%0%'00&#xfd;&#xfd;&#xfd; Z&#xfd;0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 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 a,-C a,'U 4-0 I-.4-0 4'C a, U a, 0~80%60%40%20%'7//0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-12. ETE and Trip Generation:
Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)J-13 KID Engineering, P.C.Clinton Power Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good, Special Event (Scenario 13)-Trip Generation -ETE 100%0-W C W'80%60%40%20%0%0 30 60 90 120 150 180 210 Elapsed Time (min)240 270 300 330 360 Figure J-13. ETE and Trip Generation:
Winter, Weekend, Midday, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation 
-ETE U'4-0 100%80%60%40%20%'40&#xfd;_.O&#xfd;0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-14. ETE and Trip Generation:
Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)Clinton Power 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 20 more detailed figures (Figure K-2 through Figure K-21) 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" 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.Clinton Power Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-1. Clinton Power Station Link-Node Analysis Network K-2 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-2 KLD Engineering, P.C.Rev. 0 N N N b 750 North Rd E 700 North Rd N N N N N N N Ni 0~U E 700 North Rd E 600 North o, E 600 North Rd Cointy Hwy 36 N, N N N h 450 North Rd N N N N o~N Nit N E 5251~ 450L North Rd Grid 1 N/E 300 County Road North Rd 300N 502 '-'//21I 8503 1 503 1 E 200 North Rd-- 4/6 E 50 North Rd N,/N NN/ _________N 1 NI!/County Road 25 N I E 1N5 ..R Figure K-2. Link-Node Analysis Network -Grid I Clinton Power Station Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0
_E 85 ---- ------- -----34-iz t go03 B's81?E 800 Nort Rd 5151 a8705!89 N 51 A A.A7 3 A ~ 1610 70 V-is0161 Count Hw 18 2-62 610 61 52 10 1 612~~~Not RdNrhRd 13 8-~ 6600 A No~h Rd 11411-R-',71 Rd Not Rd"lfl~6640050 165 '40 Ct1 0? Not Rd~* 0 Northon.R Rdil Roa E 4q O E E400 North~ 1'4000_1466 North Nod' ConyRaRdONrhR n !4N Roa 300 Not Rd 142 36.- 04 .36T r .5 North Rd 4SO .S 152 151 150 e 139~ 61 -u 04 &#xfd; 509k z416'0.6, 6100 'n l 'County Road tOON 5 A- E100 Noat Rd ~ -NrhR 4E 6100 North Rd1S hNS -rSub-area:
2-~507.A~MI. '.'on I e'ra O Cito ow rStt676acaio im stm t_____7_6____
__ Od index r57 11Jrwine ur y~j Z -- -- ----- -- --- ------R-----65 0~~ ~-- Sub-area:
8 Legend Kera Clinton Power Station Evacuation Time Estimate* CN J 2 5,10 15Mie Rng Link-Node Analysis Network Figures a Node Water Shadow Region e2 1 Sub-area ~ rr0 0-b-~~~~~ Un nexGi .;4. Grd1 L tLLj Miles____Figure K-3. Link-Node Analysis Network -Grid 2 Clinton Power Station K-4 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 
'ri. 5800 ~~North Rd 4 0,t ~n c5r\ I- I' lI&#xfd;5165 '>i0 514 d 517~~~~~~0 NOorh: 6E 0 N o t R[d5 .104-- 513-- ------- --- --- -- -51 41 10s5o.. 5032,1 514 E WO NorthhRd 36 57 1 0Vfw *4E 0 .O -r 0 4 10103 1  " j 61&#xfd; 0'0 l6l0~ NothR 179 A 1 7 7  89 E!500 fTN 97RI 8 N1f8R 17 500 North Rd Cor,tyf _oad i .-2g 9 -*.9 e 5 W A0 16 1 "% 124, 40 !North Rd I u:J~( 11 ujri 31 1074 12.11 ll 2 40 coornyRoad 0 0 1172Il F 12,.Vrhd 4N A 1 6 9  10171 17&#xb6;$t8 108 C", 70175 V 37 %., It I r*&#xb6;j*,,18 7a9 E5300 North Rd, ~ ~ o~t d\s 3168 53~00 N'orth Rd N ~ i 136 132 North Rd S, *North Rd 135-,E200 North Rd Ut H~ 1369-'139j 008A69 W,"rren St ~a-~Narrth d&#xfd; Coriy. Road North Rd A;1I 9&#xfd;N tl~ St -_ '03 20.. Corisy Road&#xfd;'I COIC A 75 J h r -- ----10, l4 r 1 11*CLN 2,,01 1ieRng 1 Link-Node Analysis Network Figures* Node Water-go. Link index Grid Gi-Shadow Region i Sub-area Figure K-4. Link-Node Analysis Network -Grid 3 Clinton Power Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 o w_County Road 0 900 North Rd 4 SON -NI I 1 8 E50 North Rd Cr E 800 North Rd 511 j 80~ b N o~,.tyrr Nuj I-)c CountyHry County Road SOON E900 North Rd 9001 Qluw 900 N I 1 850'County H-ly 850 N E 750 County Road 750 N E 750 North Rd E 725 North Rd Road 300 County NW U o 600-,I E 600 North Rd CC E600 North Rd 83 E500 87 86County Hw'y 8 8640 :E 500 North Rd p i -- p t124, 85
* 84 Fr t13 G r i d.4 Ii W126 CountyRoad400N E400NorthRd 125 **Vl 127 &#xfd;_'R &#xfd;E N ..1 128'\N.ot 129 F 300 E 325 North Rd Cr 1 -\93N. ?, North Rd ..1192 \1 A191 1 u 1 2 19019 1 1322 189A 12 133 A U3V12 If4 136 1 1366E200 430nrhd !-0-j N, 0'0*~\ 82 N'County Road 400N E 850 North Rd County Road County Road 7SON 6 700 North Rd County Road 600 N 40 8518 E 400 -North Rd IUN S CountyRoad N 300 N Us Hyp N Ni North RdI 50'0t N--runty Road 225 81 136 75 4115 NN~r~I Rd 205, ; -- or oj -Sub-area:
3 i~ ~ N 70' E10Cn 204 1 ~~oo~A v IICo unty Road50 SO u P---------nA203 '111 6111 ly -is o aA tyRoad 100;N 73 ,!is41 1 Legend enapClinton Power Station Evacuation Time Estimate Link-Node Analysis Network Figures* CLN *' 2, 5,10,15 Mile Rings /___* Node Water G-j_ Shadow Region -I-deoGrid Grid 4 Shad-areagion Sub-area 0. 1_______________Mites or e 0 Figure K-5. Link-Node Analysis Network -Grid 4 KLU Lnglneering, r.i..Clinton Power Station Evacuation Time Estimate K-6 KLD Engineereng, v.C.Rev. 0 U 0 o Couty Road 750 N Counly Road 600 N 8518 County Road S. ...8oo N-60.3:0 (9 E 750 North Rd N 5, S U County Road E0700 N 7007N North Rd E 600_74000 Rd N: 4: 825 N E0750 North Rd E 600/-, Count Road 500 N E 500 North R.0 County Road 600 N County Ha.500 500 N_40-Ips --40 I (X N5 z!!County Road N o I S500 40 North Rd z 1 North"e t. I st / It o o;Melvin Z;o Grid s N 400 NorthRd E0400 County Road E E300NorthRd i E 30 EoNorth Rd.. ... ........ .8 5 2 3 , / ..... .. .... ...552N Us tfy 8 523 52 136 E0200 522 E 400 Na... R, county Ro'300 N Us Hwy 136 E200.O~c 7North Rd~ 521 (g E 100 o North Rd 5 phyRa 0 o -. __Cortly Road 10 00, j0-PC PR~ 1 J 0 N 0 1County Road 100 N cc North R 700 D North Rd Y '-1 -- ------Legend Keym'p Clinton Power Station Evacuation Time Estimate* N 211MlRn Link-Node Analysis Network Figures--2, 5,10,15 Mile Rings f/ I  a Node Water ES-0.,' Link Grid -- [ Grid 5 Shadow Region I Sub-area I1,f " l Miles c , Figure K-6. Link-Node Analysis Network -Grid 5 Clinton Power Station Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 E i560 tNo~rthF 1~550 NorthRd/ *F 1525NormhRA U i//1 1400 'N ft 4 04 E 1500 Nor~th Rd 15005 Carl Spdog~id 0 1375 North Rd/N4 0 0~'I'I 9, I 695 I: C, 9, 04 9)9)S6 0:1 N 0:1 1100 North Rd E 51 0l C.,: 0:1 E 1000 North Rd ix E 900 North Rd 1000 North Rd ON I ul0: Eh00NortttRd;
---5 Figure K-7. Link-Node Analysis Network -Grid 6 Clinton Power Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 
.21A I I.11 1 uu. I cioal j 15 1500N 15 wRd A*Carl Spoog Rd 505, I, -, 8No4 326 a 40&325 288 1g2 7' 317 N&#xfd;Rd---J-z N 1500 N Counry Road 0O N Sub-area:
2 N500 1400 1400N 1400 N Sub-area:
8 1300N I --, i-N N i300 ir 1 I Sub-a j1 i Grid 323..* 1 6 10 ;-_ _1 --11 -a 11- 11"'l -a ..C.. .......1 11 1 7 322 L-///1100N 1100 N!i E I-0 -N -1000 North Rd 100ot Orin -..-?00 North Rd I 5: 800 Nr-I-285 283 A 90N 28223 m 2811 850ON a 3`15k 276 'q*280 /316 coolly Roaid BOO> 27 4_279 __ 'l:278 27121.272275,//I00!L I 950 N County Road-3 i Sub-are 750 N Ro,1toRd a: 71 N.17 5584l 246 1"2471~.o 
-------Legend K.y.&#xfd;p Clinton Power Station Evacuation Time Estimate* CLN 2,5,10, 15 Mile Rings Link-Node Analysis Network Figures* Node Water O-10. Link I IIndex Grid Grd1 Shadow Region iV Sub-area 0 L. 1N-, Figure K-8. Link-Node Analysis Network -Grid 7 Clinton Power Station Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 Witonty N 1525 N 1500 /1500N F 1500 North Rd Sub-area:
2 1475 N uJ 1450 N 140~' N N Sub-area:
I--5.Mies --1300 N G i Rd? 8 1300 N s..tu i 318/05 54, N 1050 N 1000 N 950.N S 950 N 01 825 N I Figure K-9. Link-Node Analysis Network -Grid 8 Clinton Power Station Evacuation Time Estimate K-10 KLD Engineering, P.C.Rev. 0 262 IOr Witt .0.00 18 E 1500 North Rd N No 0 0 E 1400 North Rd o b oN N~J Sub-area:
3E 1300 North Rd2670 E 1354 200O~ N~556\ 34g'/-County Road 2900 N IL Nt t N Rd; County Road 2750 NIL 2500 East E 2700 North Rd t 345 Sub-area:
4 602 Figure K-10. Link-Node Analysis Network -Grid 9 Clinton Power Station Evacuation Time Estimate K-11 KLD Engineering, P.C.Rev. 0 I-.I ~ ~" '~NLU ounty Road 50 &#xfd;Ln C y-i 10"N NLU outyH LU 10 NoIRd 3ony W C'3300 J I 1--24N 2&#xfd;~~( .-!5 10 o.I.L 1 Rd ,d 12 0 140O~ LU E 3200 North Rd ku o fiv N orhR Itt,.-j5 N-~ NU 0"~N~o r nCC'E~ 275 Nort Rdt E250 1~~ County Roadd2700 Z0/ Not ER10d o10R E 26 300 North1 Rd Cut .E d 1 260NE2 055rhRd Cut ~m WON--- -- --- ---LTJ mh&#xfd; idq cc ,- --- ------- -;. N i!Legend Keymop -Clinton Power Station Evacuation Time Estimate* CLN ' 2, 5, 10, 15 Mile Rings / Link-Node Analysis Network Figures a Node Water '71 'N-I" Link indexGrid 
--Grid 10 Shadow Region iSub-area Figure K-11. Link-Node Analysis Network -Grid 10 K-12 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-12 KLD Engineering, P.C.Rev. 0 S flub-area:
7 E800 North Rd 800 North Rd , 0' N -s o ~mR 4 +I" 3 Notth\d\-..- 
++ -- 493 I~~~~~ 831800' : e -- E- --- --- --- --- --- 649 493 I97 State, H oy 10 AlA S.. ....600.Noh Rd .N N 292 North Rd 5575 North Rd E 550 RdrthERd~ 5 Nd-N 525 E R N5:l NoIhR 500 North Rc 4F350 No-rthRd ; 294ma_87 /Hoar s Sub-area:
6 E 35 Not Rd27 1 6350 North Rd N V1 Si NI <~~29~~3co0 1298 E1 300hR S0 ort Rd 5271" SN NE '5250 North Rd 8301 ~ N~0oS C~ ~ 5200 N Eo~ 15N NothR Z5-,oootyh 
"'y It N 10N0h N Q: 48EV 490 l'h' Wilt Mciahi ChihitjF LSkA F&* Rd~45 Legend ]eym Clinton Power Station Evacuation Time Estimate*15MeRg f- r Link-Node Analysis Network Figures-2, 5,10, 15 Mile Rings I l-- 1 v Node WaterI-1b. Link i[-- Index Grid I Grid 11 Shadow Region 4? Sub-area 0_ 0.. 1L+_iO.es Figure K-12. Link-Node Analysis Network -Grid 11 K-13 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 1 -800 odhcouttoy Road 800 N 1~A2 80 179U'o 1--CooltsyRoad 
-- --- -~- ------AL 1. 7500 N 24 t2-78 271 t 275 'Statlwy5 492 ~I 2 8~1% ~ ~ -*259 ?57j It~ I0 N 15 2j6. !4-, 1 , 250 1:64,~ '%6 11.25.1 291 \ 54 73325 .257 1 73 A290 26 732 1 475 -643 ZY 'II eernanti 731 -76 67~ ~301T 0 653 It66 727 a a 18 71 303' 71~400 E 400-NorthRd\
G i d'0~ V 3 0 4 0oj6 246 A 65 N 'P'I.e 429 I 42 ill 427 ~ t 142...\ %70400 46 N 024 \! Ot<(E6i.51 Nortth Rd I -.llllmllmullllllll  E 275 N E0275 JN Nort O\ 305'E 225 North Rd County Hwy 11 647 645 t4*646.646..649 650 7361 PWY 15 5: N 725 E 20o North Rd 726 Q-E100 toNorh Rd Lakte Forkl ftc witt trunryt 27 Rd- -'~ t < -----------
to IN4~0so 271 2721"275&#xfd;w~rhSt 270 671 669k 6 7 2~,9 4--z -&#xfd;'~ 5~St' 257 265j, E letrarson St 47 256 733 s l-~ t SWV 266 Alt.f I I Legend Keyma Clinton Power Station Evacuation Time Estimate CLN 2,5, 10, 15 Mile Rings Link-Node Analysis Network Figures* Node WaterLink j" ---i Index Grid U-1 Grid 12 shadow Region e23 Sub-area I_1 .Figure K-13. Link-Node Analysis Network -Grid 12 Clinton Power Station K-14 KLD Engineering, P.C.Rev. 0 Evacuation Time Estimate WI i~ *~425 N 400 N Grid 13 Wu 734 U, 200 N Sub-area:
5 100 N_J'SluWitt Co"Ify Lake For* Rd 0 Figure K-14. Link-Node Analysis Network -Grid 13 K-15 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 
!,1 i'0, 211 212 602 91 700 Rd N 5 6 0 V hi Sub-area:
4 I, N 600Th St 561 B Sub'area:3 3 356 North Rd 0 -I.. ... ........ ... .. .. .. .. .. -...... ..-' , -- --------- --------- -----_ __ _ 'T -Co-nty Road 2500 N 2500 North Rd 2500 UCo5Rod2500 N North Rd/ 358/ N N.359VE 2406 S hE 2400 , County Road 2400 N iNorth R Z5North Rd a &#xa3;U hi I I z -i~,+k %'"1 oI 414 1i 363 10 3t6Th 360 362 I I &#xfd;0_ 364 N ot Rd -e R 1 4 Ef2!150 North Rd, I _ -", I- -i' _ --A 213 417 214 214 416 416< I .........' ' ' E';215 216 400 N 562 N County Road 2100 N 'ie Hirt Cou ntI 217 R'lco-t nty 218 L+I 563 564, E 2100 NorthNd////C6YRad 2000NI CGUnty Road 800 N 219 c 106 o E 1900 L.NortdhO Rd/565i~E 1800 North Ra 367' T, 6225 369 368 Z a 370\371 372 A 373 0 3\74 h a 376 4377 Count Road*I 3 8 1 jc , E 1900 North Rd a-m= _'' ---566 N226 IWO0N Z E: 100J North'R0 N'S'5..Legend KeVaap Clinton Power Station Evacuation Time Estimate*-LN 2, 5,10,15 Mile Rings A Link-Node Analysis Network Figures a Node Water TT_Unk j_ -, Index Grid t+ w ( .Grid 14 Shadow Region I0 Sub-ae .... 1 77-1, 0 S h L++
E..L _J 0.5 Miles ...,mt m_____rn~Shadow Region i~I Sub-area Figure K-15. Link-Node Analysis Network -Grid 14 Clinton Power Station Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network- Grid 15 Clinton Power Station Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0 I'4'I1489 490 y709.4-S'~ Lakef Fork Rd, L W Washingtonl St Rd--.4708 71,0 71 County4fivy,58 tn W~ wuroc~d 4ounty H.lw 18 A' Harnpshire Rd Z&#xfd;P P S 0 I6em ,til-640 525,.- -M 526, G'id 16;County HWY 18 486 713 712 Wdmooi W He.", hlfr b Rd Rdi PoUland Rd 1 8490-outy) i-ly WWyse W Wiise R-W Ifihmwick Rd lm rHy j5 -n y a County Hwy 54 W Mse Rd S (I I 20&#xb8;S Scheilabargef Rd&#xfd;&a& : W N&?N ma St t;Sti Legend Clinton Power Station Evacuation Time Estimate* CLN ' 2,5,10, 15 Mile Rings ULink-Node Analysis Network Figures 9 Node Water-0 Link j I,,ndex Grid G 6 Shadow Region tj Sub-area[0 0.5 1 Figure K-17. Link-Node Analysis Network -Grid 16 Clinton Power Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 Figure K-18. Link-Node Analysis Network -Grid 17 Clinton Power Station K-19 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 De11,utvLake Fook Rd 220*Sub-area:
5 ConyHyEWashington E 0  1 700 65E Washirgltlen County H~y38 Street Rd Withe R o d Street Rd 72 M~Ies~ -4311__ -i 10rils'K1,mlWl50'
!EDuroc Dumc Rd&#xfd; -1O.Mies.--
4 5 0 77,c d J_591~ RdT 14d E Droc Rd "q 461 1401 S4011 "7200* k I592y 2.23 1 432',Oo E School Rd 'GOoy y ESChOOVRn 10 1452 22su i&#xfd; I52_45404 Suffbolk Rd 6094 MillerRd E 1400 EHampshire Rd/NOd 455T A6e''~I E 2200t N ~I?231 4403 J S~Newb!f~
E 1300 Ek 'y RdEmRd North Rd Rd ~-~23344 fU V!~S /234z 406 2700 N&1 457~ ? County Roei, Rd 1 EWise Rd fa00NRd 1 4 200N -236*-1 5Miles --- -- e es 6 Jo~rdan 2000 N R 0&#xb6;)Jordin Rd '27Rd ~ 4 4 5 9 237 // j 8237 (X0 Caleb Rd L__egend Keyap -Clinton Power Station Evacuation Time Estimate" CLN 2, 5, 10, 15 Mile Rings FLink-Node Analysis Network Figures.Node Water-Ib link I ndex Grid Grid 18 Shadow Region Sub-area 0 L L1 Figure K-19. Link-Node Analysis Network -Grid 18 Clinton Power Station K-20 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 rh Rody Road 2 W Norh d I g I 3 la6 3 8 0 1 kLAZ. County Roa 170!Vo 5,7 E 1 o 3 8 1-c IN .;e / l~e:==-22 58:l?0O Co527 ty Road 170 0N Nth 7d "0: 170 Not Rd f 1700 2Z E1 North Rd " 382 *If -I 4 353'431 311 396 395 390~0: 0'  s 3 3 V6 I106 Nort 1Rd 2 12 39? Old Route r'399 0 39 4371538 530 95'l4312 09 "1& oul &#xfd;32 _,534--4 3 6 5350 224, j 2 5 529k1527 E. IWO 50 North Rd 153* StO 1:400 North Rd 0:4031rhd t 5 3 2 1 I
* owryoRoadr 1300N S 1300 North Rd E 1300I E 1300 0 Nonth Rd WCounty Road' NoWrthRd I 54$Q North Rd-533 E:1220 F20ot~North Rd 0 0: 10 NothRd County Road 1100&#xfd; N E 0110 C110 100 CoootryRoad 1100 N E:1100 North Rd No.11, Rd 6870a 688 N 100Nr;R 0:lO00Nororfd 0 Er 95 Not d 6 RU_Conty Road 9j"N z~______I_____________
tegend Clinton Power Station Evacuation Time Estimate* CLN '2, 5,10,15 Mile Rings /I,-- Link-Node Analysis Network Figures a Node Water-0, Link i --I Index Grid Grid 19 Shadow Region S Sub-area L i ___________Miles n~~5 Figure K-20. Link-Node Analysis Network -Grid 19 Clinton Power Station K-21 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-21. Link-Node Analysis Network -Grid 20 Clinton Power Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics 1 3 4 1-74 FREEWAY 6234 2 12 10 2250 75 2 2 4 3 1-74 FREEWAY 6234 2 12 10 2250 75 2 3 4 5 1-74 FREEWAY 1718 2 12 10 2250 75 3 4 5 4 1-74 FREEWAY 1718 2 12 10 2250 75 3 5 5 6 1-74 FREEWAY 11571 2 12 10 2250 75 3 6 5 14 1-74 OFF-RAMP TO CR-36 FREEWAY RAMP 1009 1 14 8 1700 45 3 7 6 5 1-74 FREEWAY 11571 2 12 10 2250 75 3 8 6 29 1-74 FREEWAY 12065 2 12 10 2250 75 3 9 7 8 1-74 FREEWAY 1785 2 12 10 2250 75 3 10 7 29 1-74 FREEWAY 10540 2 12 10 2250 75 3 11 8 7 1-74 FREEWAY 1785 2 12 10 2250 75 3 12 8 9 1-74 FREEWAY 3138 2 12 10 2250 75 3 13 9 8 1-74 FREEWAY 3138 2 12 10 2250 75 3 14 9 10 1-74 FREEWAY 5317 2 12 10 2250 75 3 15 10 9 1-74 FREEWAY 5317 2 12 10 2250 75 3 16 10 11 1-74 FREEWAY 1405 2 12 10 2250 75 4 17 11 10 1-74 FREEWAY 1405 2 12 10 2250 75 4 18 11 12 1-74 FREEWAY 2973 2 12 10 2250 75 4 19 12 11 1-74 FREEWAY 2973 2 12 10 2250 75 4 20 12 13 1-74 FREEWAY 2123 2 12 10 2250 75 4 21 13 12 1-74 FREEWAY 2123 2 12 10 2250 75 4 22 13 17 1-74 FREEWAY 9644 2 12 10 2250 75 4 K-23 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 23 14 4 1-74 ON-RAMP TO CR-36 FREEWAY RAMP 1152 1 14 8 1700 45 3 24 14 16 CR-36 COLLECTOR 942 1 12 8 1700 45 3 25 15 14 CR-36 COLLECTOR 1233 1 12 6 1700 60 3 26 16 517 CR-36 COLLECTOR 2361 1 14 0 1575 35 3 27 17 13 1-74 FREEWAY 9644 2 12 10 2250 75 4 28 17 18 1-74 FREEWAY 7615 2 12 10 2250 75 4 29 18 17 1-74 FREEWAY 7615 2 12 10 2250 75 4 30 18 19 1-74 FREEWAY 6001 2 12 10 2250 75 9 31 19 18 1-74 FREEWAY 6001 2 12 10 2250 75 9 32 19 20 1-74 FREEWAY 2514 2 12 10 2250 75 9 33 20 19 1-74 FREEWAY 2530 2 12 10 2250 75 9 34 20 52 1-74 FREEWAY 2602 2 12 10 2250 75 9 35 21 22 1-74 FREEWAY 2742 2 12 10 2250 75 9 36 21 52 1-74 FREEWAY 3343 2 12 10 2250 75 9 37 22 21 1-74 FREEWAY 2742 2 12 10 2250 75 9 38 22 23 1-74 FREEWAY 2006 2 12 10 2250 75 9 39 23 22 1-74 FREEWAY 2006 2 12 10 2250 75 9 40 23 24 1-74 FREEWAY 3851 2 12 10 2250 75 9 41 24 23 1-74 FREEWAY 3848 2 12 10 2250 75 9 42 24 25 1-74 FREEWAY 3334 2 12 10 2250 75 10 43 25 24 1-74 FREEWAY 3355 2 12 10 2250 75 10 44 25 26 1-74 FREEWAY 9690 2 12 10 2250 75 10 45 26 25 1-74 FREEWAY 9690 2 12 10 2250 75 10 46 26 27 1-74 FREEWAY 5468 2 12 10 2250 75 10 47 27 26 1-74 FREEWAY 5468 2 12 10 2250 75 10 K-24 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 48 27 28 1-74 FREEWAY 4309 2 12 10 2250 75 10 49 28 27 1-74 FREEWAY 4309 2 12 10 2250 75 10 50 29 6 1-74 FREEWAY 12065 2 12 10 2250 75 3 51 29 7 1-74 FREEWAY 10540 2 12 10 2250 75 3 52 30 163 CR-36 COLLECTOR 5533 1 11 1 1700 60 2 53 30 185 CR-36 COLLECTOR 1436 1 12 8 1700 60 2 54 31 32 HWY 942 COLLECTOR 2617 1 12 3 1700 60 3 55 31 135 US RT 136 COLLECTOR 2569 1 12 3 1700 60 3 56 32 33 HWY 942 COLLECTOR 1597 1 12 3 1700 60 3 57 33 34 HWY 942 COLLECTOR 1261 1 12 3 1700 45 3 58 34 35 HWY 942 COLLECTOR 6116 1 12 3 1700 60 3 59 35 36 HWY 942 COLLECTOR 1150 1 12 3 1700 50 3 60 36 37 HWY 942 COLLECTOR 694 1 12 3 1700 50 3 61 37 8 1-74 ON-RAMP FROM HWY 942 FREEWAY RAMP 1184 1 14 8 1700 45 3 62 37 38 S CHESTNUT ST COLLECTOR 1353 1 12 4 1700 50 3 63 38 7 1-74 ON-RAMP FROM HWY 942 FREEWAY RAMP 1237 1 14 8 1700 45 3 64 38 37 S CHESTNUT ST COLLECTOR 1353 1 12 3 1700 50 3 65 38 39 S CHESTNUT ST COLLECTOR 975 1 12 3 1750 50 3 66 39 38 S CHESTNUT ST COLLECTOR 975 1 12 3 1700 50 3 67 39 40 S CHESTNUT ST COLLECTOR 1159 1 12 1 1700 40 3 68 40 39 S CHESTNUT ST COLLECTOR 1159 1 12 1 1750 40 3 69 40 107 US RT 150 COLLECTOR 836 1 14 0 1350 30 3 70 41 42 US RT 136 COLLECTOR 4502 1 12 3 1700 60 4 71 41 189 CR-21 COLLECTOR 2023 1 11 1 1700 60 3 72 42 13 1-74 E ON-RAMP FROM US ROUTE 136 FREEWAY RAMP 1828 1 14 8 1700 45 4 Clinton Power Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 73 42 43 US RT 136 COLLECTOR 1497 1 12 8 1700 50 4 74 43 12 1-74 W ON-RAMP FROM US ROUTE 136 FREEWAY RAMP 1684 1 14 8 1700 454 75 43 44 US RT 136 COLLECTOR 6611 1 12 3 1700 60 4 76 44 78 US RT 136 COLLECTOR 8515 1 12 2 1700 60 4 77 45 46 SR-54 COLLECTOR 2911 1 12 2 1700 45 9 78 45 53 US RT 150 COLLECTOR 7021 1 12 3 1700 60 9 79 45 58 US RT 150 COLLECTOR 843 1 12 1 1700 40 9 80 46 23 1-74 ON-RAMP FROM SR-54 FREEWAY RAMP 979 1 14 8 1700 45 9 81 46 47 SR-54 COLLECTOR 1388 1 12 8 1700 50 9 82 47 22 1-74 ON-RAMP FROM SR-54 FREEWAY RAMP 1078 1 14 8 1700 45 9 83 47 48 SR-54 COLLECTOR 2454 1 12 3 1700 60 9 84 48 49 SR-54 COLLECTOR 1688 1 12 1 1700 60 9 85 49 60 SR-54 COLLECTOR 982 1 12 1 1700 50 9 86 50 51 SR-54 COLLECTOR 7582 1 12 1 1700 60 5 87 51 521 SR-54 COLLECTOR 7520 1 12 1 1700 60 5 88 52 20 1-74 FREEWAY 2602 2 12 10 2250 75 9 89 52 21 1-74 FREEWAY 3345 2 12 10 2250 75 9 90 53 54 US RT 150 COLLECTOR 6378 1 12 3 1700 60 10 91 54 55 US RT 150 COLLECTOR 8874 1 12 3 1700 60 10 92 56 57 SR-54 COLLECTOR 2155 1 12 0 1700 40 9 93 56 339 CR-4 COLLECTOR 723 1 12 0 1350 30 9 94 57 45 SR-54 COLLECTOR 1047 1 12 0 1700 40 9 95 58 45 US RT 150 COLLECTOR 843 1 12 1 1700 40 9 96 58 62 US RT 150 COLLECTOR 621 1 12 1 1575 35 9 97 59 50 SR-54 COLLECTOR 6393 1 12 1 1700 60 9 Clinton Power Station Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0 98 60 1 59 SR-54 COLLECTOR 1195 1 12 1 1700 50 9 99 61 60 CR-3 COLLECTOR 6285 1 11 0 1700 50 9 100 62 58 US RT 150 COLLECTOR 627 1 12 1 1575 35 9 101 62 63 US RT 150 COLLECTOR 601 1 12 1 1700 40 9 102 63 62 US RT 150 COLLECTOR 601 1 12 1 1700 40 9 103 63 64 US RT 150 COLLECTOR 941 1 12 1 1700 40 9 104 64 63 US RT 150 COLLECTOR 940 1 12 1 1700 40 9 105 64 342 US RT 150 COLLECTOR 1749 1 12 1 1700 40 9 106 65 66 US RT 150 COLLECTOR 2726 1 12 1 1700 60 9 107 65 342 US RT 150 COLLECTOR 1170 1 12 1 1700 40 9 108 66 65 US RT 150 COLLECTOR 2728 1 12 1 1700 60 9 109 66 67 US RT 150 COLLECTOR 3762 1 12 1 1700 60 9 110 67 66 US RT 150 COLLECTOR 3762 1 12 1 1700 60 9 111 67 68 US RT 150 COLLECTOR 5304 1 12 1 1700 60 9 112 67 72 N 2550 EAST RD COLLECTOR 5263 1 10 0 1700 50 9 113 68 69 US RT 150 COLLECTOR 1879 1 12 1 1700 60 9 114 69 70 US RT 150 COLLECTOR 5956 1 12 1 1700 60 4 115 70 71 US RT 150 COLLECTOR 3572 1 12 1 1700 60 4 116 71 44 US RT 150 COLLECTOR 2897 1 12 1 1700 60 4 117 72 73 1600 N RD COLLECTOR 5301 1 11 0 1700 50 9 118 73 79 1600 N RD COLLECTOR 6664 1 11 0 1700 50 9 119 75 76 US RT 136 COLLECTOR 9260 1 12 2 1700 60 4 120 75 81 CR-15 COLLECTOR 5306 1 12 0 1700 60 4 121 76 77 US RT 136 COLLECTOR 3968 1 12 2 1700 60 5 122 77 521 US RT 136 COLLECTOR 10956 1 12 2 1700 60 5 K-27 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 123 78 75 US RT 136 COLLECTOR 5366 1 12 2 1700 60 4 124 79 50 1600 N RD COLLECTOR 4162 1 11 0 1700 50 10 125 80 61 CR-3 COLLECTOR 546 1 11 0 1700 40 9 126 81 82 CR-15 COLLECTOR 5386 1 12 0 1700 60 4 127 82 83 CR-15 COLLECTOR 5250 1 12 0 1700 60 4 128 83 518 CR-40 COLLECTOR 5337 1 12 0 1700 60 4 129 84 83 CR-40 COLLECTOR 5350 1 12 2 1700 60 4 130 85 84 CR-40 COLLECTOR 13473 1 12 2 1700 60 4 131 86 85 CR-40 COLLECTOR 8046 1 12 2 1700 60 4 132 87 86 CR-40 COLLECTOR 2375 1 12 2 1575 35 3 133 88 87 CR-40 COLLECTOR 2428 1 12 2 1700 40 3 134 88 89 CR-21 COLLECTOR 5353 1 12 1 1700 60 3 135 89 90 CR-21 COLLECTOR 10521 1 12 1 1700 60 3 136 90 93 CR-36 COLLECTOR 5478 1 12 1 1700 60 3 137 90 511 CR-36 COLLECTOR 4657 1 11 0 1700 60 3 138 90 512 CR-21 COLLECTOR 2110 1 12 1 1700 60 3 139 91 88 N WEST ST COLLECTOR 1379 1 12 0 1575 35 3 140 91 106 US RT 150 COLLECTOR 562 1 14 0 1575 35 3 141 92 91 US RT 150 COLLECTOR 677 1 14 0 1125 25 3 142 93 513 CR-36 COLLECTOR 11503 1 12 1 1700 60 3 143 94 95 US RT 150 COLLECTOR 1338 1 12 3 1700 50 3 144 95 96 US RT 150 COLLECTOR 1220 1 12 2 1700 60 3 145 96 97 US RT 150 COLLECTOR 1513 1 12 2 1700 60 3 146 97 98 US RT 150 COLLECTOR 2562 1 12 2 1700 60 3 147 98 99 US RT 150 COLLECTOR 5641 1 12 2 1700 60 3 Clinton Power Station Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 148 99 100 US RT 150 COLLECTOR 8402 1 12 2 1700 60 3 149 100 101 US RT 150 COLLECTOR 2219 1 12 2 1700 60 3 150 101 102 US RT 150 COLLECTOR 2254 1 12 2 1700 60 3 151 102 103 US RT 150 COLLECTOR 3541 1 12 2 1700 60 3 152 103 104 US RT 150 COLLECTOR 2648 1 12 2 1700 60 3 153 104 515 US RT 150 COLLECTOR 1000 1 12 2 1700 45 3 154 105 516 US RT 150 COLLECTOR 3160 1 12 2 1700 55 2 155 106 118 US RT 150 COLLECTOR 788 1 14 0 1575 35 3 156 107 115 US RT 150 COLLECTOR 366 1 14 0 1575 35 3 157 108 39 SUNSET DR COLLECTOR 595 1 12 0 1750 25 3 158 109 39 SUNSET DR COLLECTOR 326 1 12 0 1750 25 3 159 110 40 US RT 150 COLLECTOR 648 1 14 0 1350 30 3 160 111 110 US RT 150 COLLECTOR 1771 1 14 0 1700 40 3 161 112 111 US RT 150 COLLECTOR 951 1 14 0 1700 40 3 162 113 122 E CENTER ST COLLECTOR 2319 1 12 0 1125 25 3 163 114 120 E CENTER ST COLLECTOR 442 1 12 0 675 15 3 164 115 92 US RT 150 COLLECTOR 1299 1 14 0 1575 35 3 165 118 94 US RT 150 COLLECTOR 720 1 14 0 1700 40 3 166 119 118 N HEMLOCK ST COLLECTOR 1583 1 12 0 1700 25 3 167 120 115 W CENTER ST COLLECTOR 295 1 12 0 675 15 3 168 121 114 E CENTER ST COLLECTOR 176 1 12 0 1125 25 3 169 122 121 E CENTER ST COLLECTOR 359 1 12 0 1125 25 3 170 123 114 E CENTER ST COLLECTOR 238 1 12 0 675 15 3 171 124 87 N BARNETT ST COLLECTOR 716 1 12 0 1125 25 3 172 125 112 US RT 150 COLLECTOR 699 1 14 2 1700 45 3 Clinton Power Station Evacuation Time Estimate K-29 KLD Engineering, P.C.Rev. 0 173 126 125 US RT 150 COLLECTOR 708 1 12 2 1700 45 3 174 127 126 US RT 150 COLLECTOR 782 1 12 1 1700 45 4 175 128 127 US RT 150 COLLECTOR 998 1 12 1 1700 60 4 176 129 128 US RT 150 COLLECTOR 3102 1 12 1 1700 60 4 177 130 129 US RT 150 COLLECTOR 1568 1 12 1 1700 60 4 178 131 130 US RT 150 COLLECTOR 1387 1 12 1 1700 60 4 179 131 132 US RT 150 COLLECTOR 2379 1 12 1 1700 60 4 180 132 133 US RT 150 COLLECTOR 1864 1 12 1 1700 60 4 181 133 134 US RT 150 COLLECTOR 1595 1 12 1 1700 60 4 182 134 44 US RT 150 COLLECTOR 2242 1 12 1 1700 60 4 183 135 41 US RT 136 COLLECTOR 10582 1 12 3 1750 60 3 184 136 31 US RT 136 COLLECTOR 5890 1 12 3 1700 60 3 185 137 136 US RT 136 COLLECTOR 8108 1 12 3 1700 60 3 186 137 666 US RT 136 COLLECTOR 5061 1 12 3 1700 60 3 187 138 139 US RT 136 COLLECTOR 5220 1 12 3 1700 60 3 188 138 666 US RT 136 COLLECTOR 330 1 12 3 1700 60 3 189 139 140 US RT 136 COLLECTOR 5318 1 12 3 1700 60 2 190 140 141 US RT 136 COLLECTOR 5593 1 12 3 1700 60 2 191 140 167 CR-29 COLLECTOR 1919 1 12 2 1700 60 2 192 141 142 US RT 136 COLLECTOR 5286 1 12 3 1700 60 2 193 142 143 US RT 136 COLLECTOR 6964 1 12 3 1700 60 2 194 143 150 US RT 136 COLLECTOR 1233 1 12 3 1700 45 2 195 144 145 SR 51 ON-RAMP FROM US RT 136 FREEWAY RAMP 1033 1 14 3 1700 45 2 196 144 498 US RT 136 COLLECTOR 902 1 12 8 1700 50 2 197 145 146 US RT 51 MINOR ARTERIAL 4851 2 12 10 1900 70 2 Clinton Power Station Evacuation Time Estimate K-30 KLD Engineering, P.C.Rev. 0 198 146 147 US RT 51 MINOR ARTERIAL 1 5137 2 12 10 1900 70 2 199 147 148 US RT 51 MINOR ARTERIAL 6560 2 12 10 1900 70 2 200 148 149 US RT 51 MINOR ARTERIAL 4700 2 12 10 1900 70 2 201 149 621 US RT 51 MINOR ARTERIAL 4724 2 12 10 1900 70 2 202 150 151 US RT 136 COLLECTOR 997 1 12 3 1575 35 2 -203 151 152 US RT 136 COLLECTOR 652 1 14 0 1350 30 2 204 152 153 US RT 136 COLLECTOR 1516 1 14 0 1575 35 2 205 153 162 US RT 136 COLLECTOR 1682 1 14 0 1575 35 2 206 154 155 ST JOSELYN ST COLLECTOR 398 1 12 0 1700 25 2 207 155 156 ST JOSELYN ST COLLECTOR 420 1 12 0 1700 25 2 208 156 151 ST JOSELYN ST COLLECTOR 368 1 12 0 1125 25 2 209 157 158 S VINE ST COLLECTOR 412 1 12 0 1350 30 2 210 158 159 S VINE ST COLLECTOR 376 1 12 0 1350 30 2 211 159 153 S VINE ST COLLECTOR 376 1 12 3 1350 30 2 212 160 153 S VINE ST COLLECTOR 347 1 12 4 1350 30 2 213 161 160 S VINE ST COLLECTOR 1285 1 12 4 1350 30 2 214 162 144 US RT 136 COLLECTOR 491 1 12 8 1700 45 2 215 163 519 CR-29 COLLECTOR 3382 1 12 2 1700 60 2 216 163 520 CR-36 COLLECTOR 3567 1 11 1 1700 60 2 217 164 163 CR-29 COLLECTOR 5316 1 12 2 1700 60 2 218 165 164 CR-29 COLLECTOR 5450 1 12 2 1700 60 2 219 166 165 CR-29 COLLECTOR 5247 1 12 2 1700 60 2 220 167 166 CR-29 COLLECTOR 8723 1 12 2 1700 60 2 221 168 169 CR-27 COLLECTOR 8847 1 10 1 1700 60 3 222 169 176 CR-27 COLLECTOR 5289 1 10 1 1700 60 3 Clinton Power Station Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 223 170 169 E 400 NORTH RD COLLECTOR 6453 1 11 0 1700 55 3 224 170 170 E 400 NORTH RD COLLECTOR 6453 1 11 0 1700 55 3 225 171 172 E 400 NORTH RD COLLECTOR 6065 1 11 0 1700 55 3 226 172 173 E 400 NORTH RD COLLECTOR 6062 1 11 0 1700 55 3 227 173 174 HEMLOCK ST COLLECTOR 913 1 11 0 1700 40 3 228 174 175 HEMLOCK ST COLLECTOR 753 1 12 1 1700 45 3 229 175 36 HEMLOCK ST COLLECTOR 559 1 12 1 1350 30 3 230 176 177 CR-27 COLLECTOR 5019 1 10 1 1700 60 3 231 177 178 CR-27 COLLECTOR 504 1 10 1 1575 35 3 232 178 179 CR-27 COLLECTOR 846 1 10 1 1700 35 3 233 179 180 CR-27 COLLECTOR 428 1 10 1 1700 35 3 234 180 181 CR-27 COLLECTOR 4498 1 10 1 1700 60 3 235 181 182 CR-27 COLLECTOR 1389 1 10 1 1700 50 3 236 182 183 CR-27 COLLECTOR 966 1 10 1 1700 45 3 237 183 184 CR-27 COLLECTOR 550 1 10 1 1700 40 3 238 184 185 CR-27 COLLECTOR 625 1 12 0 1700 40 3 239 185 15 CR-36 COLLECTOR 355 1 12 8 1700 60 2 240 186 36 CR-21 COLLECTOR 937 1 11 1 1700 50 3 241 187 186 CR-21 COLLECTOR 1099 1 11 1 1700 45 3 242 188 187 CR-21 COLLECTOR 1156 1 11 1 1700 45 3 243 189 190 CR-21 COLLECTOR 1071 1 11 1 1700 55 3 244 190 191 CR-21 COLLECTOR 901 1 11 1 1700 60 3 245 191 192 CR-21 COLLECTOR 1455 1 11 1 1700 50 3 246 192 193 CR-21 COLLECTOR 2323 1 11 1 1700 60 3 247 193 194 CR-21 COLLECTOR 990 1 11 1 1700 45 3 K-32 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 248 194 188 CR-21 CO LLECTO R 862 1 11 1 1700 so 3 249 194 196 SR-48 COLLECTOR 862 1 12 3 1700 50 8 249 196 197 SR-48 COLLECTOR 4441 1 12 3 1750 60 8 251 197 198 CR-2 COLLECTOR 5076 1 12 1 1700 60 8 252 197 737 SR-54 COLLECTOR 2448 1 12 1 1700 65 9 253 198 199 CR-10 COLLECTOR 527 1 12 3 1700 45 8 254 198 207 CR-10 COLLECTOR 2066 1 12 0 1700 60 9 255 199 198 CR-10 COLLECTOR 527 1 12 3 1700 45 8 256 199 200 CR-8 COLLECTOR 5316 1 11 1 1700 60 8 257 200 201 CR-8 COLLECTOR 5311 1 11 1 1700 60 8 258 201 202 CR-8 COLLECTOR 5324 1 -11 1 1700 60 8 259 202 203 CR-8 COLLECTOR 5301 1 11 1 1700 60 8 260 203 204 CR-21 COLLECTOR 3993 1 11 1 1700 60 3 261 204 205 CR-21 COLLECTOR 2599 1 11 1 1700 60 3 262 205 41 CR-21 COLLECTOR 4040 1 11 1 1750 60 3 263 206 199 CR-10 COLLECTOR 4928 1 12 0 1700 60 8 264 207 329 CR-10 COLLECTOR 4545 1 12 0 1700 60 9 265 208 197 SR-54 COLLECTOR 6516 1 12 1 1750 60 8 266 209 330 SR-54 COLLECTOR 4371 1 12 1 1700 65 9 267 210 195 SR-48 COLLECTOR 4427 1 12 3 1700 60 8 268 210 211 SR-48 COLLECTOR 5330 1 12 1 1700 60 13 269 211 212 SR-48 COLLECTOR 5297 1 12 1 1750 60 13 270 212 213 SR-48 COLLECTOR 5216 1 12 1 1750 60 13 271 213 214 SR-48 COLLECTOR 1603 1 12 1 1700 50 13 272 213 417 SR-10 COLLECTOR 2229 1 12 1 1700 60 14 Clinton Power Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 UsSaturation Free Up *- Down- No ae Solealw Fo Strea Strea Lengt of Wit Widt Rate5 Spe Gri 273 214 215 SR-48 COLLECTOR 2205 1 12 1 1700 45 13 274 215 216 SR-48 COLLECTOR 1634 1 12 1 1700 60 13 275 216 217 SR-48 COLLECTOR 5276 1 12 1 1750 60 13 276 217 218 SR-48 COLLECTOR 1744 1 12 1 1700 60 13 277 218 219 SR-48 COLLECTOR 8892 1 12 1 1700 60 13 278 219 220 SR-48 COLLECTOR 5340 1 12 1 1700 60 13 279 220 221 SR-48 COLLECTOR 5173 1 12 1 1700 60 18 280 221 431 SR-48 COLLECTOR 1558 1 12 1 1700 60 18 281 222 223 SR-48 COLLECTOR 1375 1 12 10 1700 55 18 282 222 400 1-72 ON-RAMP FROM SR-48 FREEWAY RAMP 1272 1 14 8 1700 45 18 283 223 224 SR-48 COLLECTOR 1171 1 12 10 1700 55 18 284 223 399 1-72 ON-RAMP FROM SR-48 FREEWAY RAMP 1266 1 14 8 1700 45 18 285 224 225 SR-48 COLLECTOR 1601 1 12 1 1700 60 18 286 224 432 SR-32 COLLECTOR 1397 1 12 1 1700 55 18 287 225 226 SR-48 COLLECTOR 1377 1 12 1 1700 55 18 288 226 227 SR-48 COLLECTOR 3097 1 12 1 1700 60 18 289 227 228 SR-48 COLLECTOR 2179 1 12 1 1700 60 18 290 228 594 SR-48 COLLECTOR 5022 1 12 1 1700 60 18 291 229 230 SR-48 COLLECTOR 4647 1 12 1 1700 60 18 292 230 231 SR-48 COLLECTOR 1870 1 12 1 1700 60 18 293 231 232 SR-48 COLLECTOR 2201 1 12 1 1700 60 18 294 232 233 SR-48 COLLECTOR 2763 1 12 1 1700 45 18 295 233 234 SR-48 COLLECTOR 2532 1 12 1 1700 55 18 296 233 457 CR-25 COLLECTOR 4191 1 12 0 1700 60 18 297 234 235 SR-48 COLLECTOR 3577 1 12 1 1700 60 18 K-34 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 298 235 236 SR-48 COLLECTOR 1997 1 12 1 1700 60 18 299 236 237 SR-48 COLLECTOR 4904 1 12 1 1700 60 18 300 238 239 SR-54 COLLECTOR 1331 1 12 1 1700 60 8 301 238 243 SR-54 COLLECTOR 4089 1 12 1 1700 60 8 302 239 240 SR-54 COLLECTOR 6939 1 12 1 1700 60 8 303 240 241 SR-54 COLLECTOR 4299 1 12 1 1700 55 8 304 241 208 SR-54 COLLECTOR 7399 1 12 1 1700 60 8 305 241 576 CR-14 COLLECTOR 1048 1 11 0 1700 45 8 306 242 238 POWER RD COLLECTOR 2767 1 12 5 1700 45 8 307 243 244 SR-54 COLLECTOR 2527 1 12 1 1700 60 8 308 244 245 SR-54 COLLECTOR 4348 1 12 1 1700 60 8 309 245 584 CR-21 COLLECTOR 809 1 11 0 1575 35 8 310 245 736 SR-54 COLLECTOR 945 1 12 1 1700 60 8 311 246 247 SR-54 COLLECTOR 7276 1 12 1 1700 60 7 312 247 248 SR-54 COLLECTOR 5412 1 12 1 1700 60 12 313 248 249 SR-54 COLLECTOR 1614 1 12 1 1700 50 12 314 249 250 SR-54 COLLECTOR 1432 1 14 0 1700 45 12 315 250 251 SR-54 COLLECTOR 3396 1 14 0 1700 40 12 316 251 264 SR-54 COLLECTOR 1150 1 14 0 1750 30 12 317 252 251 SR-10 COLLECTOR 1420 1 12 1 1700 45 12 318 253 252 SR-10 COLLECTOR 2027 1 12 1 1700 50 12 319 253 654 CR-1 COLLECTOR 244 1 12 1 1125 25 12 320 254 253 SR-10 COLLECTOR 1189 1 12 1 1700 50 12 321 255 256 US RT 51B COLLECTOR 540 1 12 1 1575 35 12 322 255 258 SR-54 COLLECTOR 1689 1 14 0 1350 30 12 Clinton Power Station Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 Up Don No Lan Sholde Flw Fo 323 256 255 US RT 51B COLLECTOR 540 1 12 1 1750 35 12 324 256 473 US RT 51B COLLECTOR 405 1 12 1 1700 45 12 325 257 255 US RT 51B COLLECTOR 616 1 12 1 1750 35 12 326 258 259 SR-10 COLLECTOR 561 1 12 1 1700 40 12 327 258 260 SR-54 COLLECTOR 1592 1 14 0 1750 35 12 328 259 491 SR-10 COLLECTOR 959 1 12 1 1700 40 12 329 260 263 SR-54 COLLECTOR 2353 1 14 0 1750 35 12 330 261 260 ILLINI DR COLLECTOR 626 1 12 1 1750 30 12 331 261 491 ILLINI DR COLLECTOR 484 1 12 1 1350 30 12 332 262 731 KLEEMAN DR LOCAL ROADWAY 853 1 13 1 1750 35 12 333 262 733 ILLINI DR LOCAL ROADWAY 1377 1 12 1 1750 30 12 334 263 290 US RT 51 MINOR ARTERIAL 1385 2 12 10 1900 60 12 335 263 291 SR-54 COLLECTOR 1622 1 12 8 1700 50 12 336 264 255 SR-54 COLLECTOR 1686 1 14 0 1750 30 12 337 264 266 S MADISON ST LOCAL ROADWAY 1915 1 12 0 1350 30 12 338 265 264 S MADISON ST LOCAL ROADWAY 996 1 12 0 1750 30 12 339 266 264 S MADISON ST LOCAL ROADWAY 1916 1 12 0 1750 30 12 340 266 674 S MADISON ST LOCAL ROADWAY 1219 1 12 0 1700 40 12 341 267 257 US RT 51B COLLECTOR 1020 1 12 1 1575 35 12 342 267 673 W MAIN ST LOCAL ROADWAY 803 1 14 0 1125 25 12 343 268 267 US RT 51B COLLECTOR 2354 1 12 1 1750 35 12 344 269 270 W MAIN ST LOCAL ROADWAY 225 1 14 0 1125 25 12 345 270 267 W MAIN ST LOCAL ROADWAY 472 1 14 0 1750 25 12 346 271 268 US RT 51B COLLECTOR 519 1 12 1 1350 30 12 347 272 271 US RT 51B COLLECTOR 683 1 12 1 1575 35 12 K-36 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 348 272 273 US RT 51B COLLECTOR 1587 1 12 1 1700 45 12 349 273 274 US RT 51B COLLECTOR 2703 1 12 1 1700 60 7 350 274 316 US RT 51B COLLECTOR 865 1 12 10 1700 55 7 351 275 272 E WOODLAND ST COLLECTOR 874 1 12 1 1350 30 12 352 276 280 US RT 51 MINOR ARTERIAL 2576 2 12 10 1900 70 7 353 276 315 US RT 51 MINOR ARTERIAL 677 2 12 10 1900 65 7 354 277 263 US RT 51 MINOR ARTERIAL 2910 2 12 3 1750 60 12 355 277 492 SR-10 COLLECTOR 773 1 12 8 1700 50 12 356 278 277 US RT 51 MINOR ARTERIAL 2379 2 12 10 1750 70 12 357 279 278 US RT 51 COLLECTOR 2986 2 12 10 1900 65 12 358 280 279 US RT 51 COLLECTOR 2474 2 12 10 1900 70 7 359 281 282 US RT 51 MINOR ARTERIAL 1735 2 12 10 1900 70 7 360 282 283 US RT 51 MINOR ARTERIAL 3105 2 12 10 1900 70 7 361 283 284 US RT 51 MINOR ARTERIAL 3925 2 12 10 1900 70 7 362 284 285 US RT 51 MINOR ARTERIAL 2736 2 12 10 1900 70 7 363 285 286 US RT 51 MINOR ARTERIAL 1137 2 12 10 1900 55 7 364 286 287 US RT 51 MINOR ARTERIAL 1088 2 12 8 1900 55 7 365 287 288 US RT 51 MINOR ARTERIAL 1860 2 12 8 1900 50 7 366 288 289 US RT 51 MINOR ARTERIAL 2264 2 12 8 1900 50 7 367 289 504 US RT 51 COLLECTOR 2091 2 12 10 1900 70 7 368 290 731 US RT 51 MINOR ARTERIAL 1476 2 12 10 1750 70 12 369 291 292 SR-54 COLLECTOR 6664 1 12 1 1700 60 12 370 292 293 SR-54 COLLECTOR 6035 1 12 1 1700 60 11 371 293 294 SR-54 COLLECTOR 5213 1 12 1 1700 60 11 372 294 295 SR-54 COLLECTOR 2394 1 12 1 1700 60 11 Clinton Power Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Up Down No Lan Shule Flo Flow Stea Stea Legt of Width Wit ae Sed Gi Lik# oe- Noe* Roawa Nam Roda Typ (ft. Lae (ft. (f. 6l (mh Numbe 374 296 297 1 SR-54 COLLECTOR 5028I 1 12 1 1700 60 11 375 297 298 SR-54 COLLECTOR 4012 1 12 1 1700 55 11 376 298 299 SR-54 COLLECTOR 1859 1 12 1 1700 60 11 377 298 488 CR-7 COLLECTOR 7838 1 12 0 1700 60 11 378 299 300 SR-54 COLLECTOR 2593 1 12 1 1700 60 11 379 301 302 US RT 51 MINOR ARTERIAL 1740 2 12 4 1750 60 12 380 302 303 US RT 51 MINOR ARTERIAL 2002 2 12 10 1900 70 12 381 303 304 US RT 51 MINOR ARTERIAL 7133 2 12 10 1900 70 12 382 304 305 US RT 51 MINOR ARTERIAL 5270 2 12 10 1900 70 12 383 305 306 US RT 51 MINOR ARTERIAL 13320 2 12 10 1750 70 12 384 306 307 US RT 51 MINOR ARTERIAL 5393 2 12 10 1900 70 17 385 307 308 US RT 51 MINOR ARTERIAL 2869 2 12 10 1900 60 17 386 307 707 CR-58 COLLECTOR 8297 1 11 1 1700 60 17 387 308 309 US RT 51 MINOR ARTERIAL 947 2 12 8 1900 60 17 388 309 310 US RT 51 MINOR ARTERIAL 2225 2 12 10 1900 60 17 389 310 311 US RT 51 MINOR ARTERIAL 5308 2 12 10 1900 70 17 390 311 312 US RT 51 MINOR ARTERIAL 5335 2 12 10 1900 70 17 391 311 485 CR-18 COLLECTOR 10597 1 10 0 1700 55 17 392 312 313 US RT 51 MINOR ARTERIAL 5308 2 12 10 1900 70 17 393 313 314 US RT 51 MINOR ARTERIAL 5363 2 12 10 1425 70 17 394 315 281 US RT 51 MINOR ARTERIAL 1176 2 12 10 1900 70 7 395 316 276 US RT 51B COLLECTOR 420 1 12 8 1700 50 7 396 316 315 US RT 51B COLLECTOR 878 1 12 10 1700 45 7 397 317 327 CR-10 COLLECTOR 909 1 11 0 1350 30 7 Clinton Power Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 398 318 319 CR-10 COLLECTOR 6592 1 12 0 1700 60 8 399 318 337 CR-10 COLLECTOR 692 1 12 0 1700 60 8 400 319 655 CR-10 COLLECTOR 724 1 12 0 1700 60 8 401 320 321 CR-10 COLLECTOR 3457 1 12 0 1700 60 7 402 321 322 CR-10 COLLECTOR 5262 1 12 0 1700 60 7 403 322 323 CR-10 COLLECTOR 2683 1 12 0 1700 60 7 404 323 324 CR-10 COLLECTOR 8421 1 12 0 1700 60 7 405 324 325 CR-10 COLLECTOR 354 1 11 0 900 20 7 406 325 317 CR-10 COLLECTOR 592 1 11 0 1350 30 7 407 326 328 N CHESTNUT ST LOCAL ROADWAY 895 1 10 0 1125 25 7 408 327 288 CR-10 COLLECTOR 631 1 11 0 1350 30 7 409 328 327 N CHESTNUT ST LOCAL ROADWAY 539 1 10 0 1125 25 7 410 329 209 CR-10 COLLECTOR 1443 1 12 0 1700 50 9 411 330 331 SR-54 COLLECTOR 2435 1 12 1 1700 65 9 412 331 332 SR-54 COLLECTOR 4142 1 12 1 1700 65 9 413 332 333 SR-54 COLLECTOR 2552 1 12 1 1700 60 9 414 333 334 SR-54 COLLECTOR 1888 1 12 1 1700 60 9 415 334 335 SR-54 COLLECTOR 1693 1 12 1 1700 55 9 416 335 336 SR-54 COLLECTOR 3042 1 12 1 1700 50 9 417 336 56 SR-54 COLLECTOR 2091 1 14 0 1575 35 9 418 337 338 CR-10 COLLECTOR 6551 1 12 0 1700 60 8 419 338 206 CR-10 COLLECTOR 5348 1 12 0 1700 60 8 420 339 56 CR-4 COLLECTOR 723 1 12 0 1350 30 9 421 339 340 CR-4 COLLECTOR 419 1 12 0 1350 30 9 422 340 339 CR-4 COLLECTOR 442 1 12 0 1350 30 9 K-39 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 423 340 341 CR-4 COLLECTOR 1418 1 12 0 1350 30 9 424 341 340 CR-4 COLLECTOR 1418 1 12 0 1350 30 9 425 341 342 CR-4 COLLECTOR 1149 1 12 0 1350 30 9 426 342 64 US RT 150 COLLECTOR 1748 1 12 1 1700 40 9 427 342 65 US RT 150 COLLECTOR 1169 1 12 1 1700 40 9 428 342 341 CR-4 COLLECTOR 1149 1 12 0 1350 30 9 429 343 56 CR-4 COLLECTOR 1849 1 12 1 1575 35 9 430 344 341 W DODGE ST COLLECTOR 1131 1 12 0 1125 25 9 431 345 346 CR-5 COLLECTOR 1621 1 12 1 1700 50 9 432 346 347 CR-5 COLLECTOR 1579 1 12 1 1700 50 9 433 347 357 CR-5 COLLECTOR 2153 1 12 1 1700 60 9 434 348 349 CR-4 COLLECTOR 5834 1 12 1 1700 60 9 435 349 350 CR-4 COLLECTOR 730 1 12 1 1700 55 9 436 350 351 CR-4 COLLECTOR 682 1 12 1 1700 55 9 437 351 352 CR-4 COLLECTOR 1961 1 12 1 1700 60 9 438 352 353 CR-4 COLLECTOR 792 1 12 1 1700 55 9 439 353 354 CR-4 COLLECTOR 799 1 12 1 1750 55 9 440 354 355 CR-4 COLLECTOR 1681 1 12 1 1700 60 9 441 355 343 CR-4 COLLECTOR 1085 1 12 1 1700 50 9 442 356 345 CR-5 COLLECTOR 4018 1 12 1 1700 60 9 443 356 358 CR-5 COLLECTOR 5288 1 12 1 1700 60 14 444 357 348 CR-4 COLLECTOR 1756 1 12 1 1700 60 9 445 358 359 CR-5 COLLECTOR 5265 1 12 1 1700 60 14 446 359 360 CR-5 COLLECTOR 5387 1 12 1 1750 60 14 447 360 362 SR-10 COLLECTOR 2504 1 12 1 1700 60 14 K-40 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-40 KLD Engineering, P.C.Rev. 0 448 361 360 SR-10 COLLECTOR 1354 1 12 1 1750 50 14 449 361 364 CR-5 COLLECTOR 1467 1 12 1 1700 40 14 450 362 409 SR-10 COLLECTOR 8264 1 12 2 1700 60 14 451 363 361 SR-10 COLLECTOR 5382 1 12 1 1700 60 14 452 364 365 CR-5 COLLECTOR 1088 1 14 0 1700 40 14 453 365 366 CR-5 COLLECTOR 1397 1 14 0 1700 40 14 454 366 367 CR-5 COLLECTOR 7916 1 12 1 1700 60 14 455 367 368 CR-5 COLLECTOR 1677 1 12 1 1700 50 14 456 368 369 CR-5 COLLECTOR 1276 1 12 1 1700 60 14 457 369 370 CR-5 COLLECTOR 1501 1 12 1 1700 50 14 458 370 371 CR-5 COLLECTOR 1676 1 12 1 1700 60 14 459 371 372 CR-5 COLLECTOR 1430 1 12 1 1700 50 14 460 372 373 CR-5 COLLECTOR 1117 1 12 1 1700 60 14 461 373 374 CR-5 COLLECTOR 1617 1 12 1 1700 50 14 462 374 375 CR-5 COLLECTOR 1387 1 12 1 1700 60 14 463 375 376 CR-5 COLLECTOR 2321 1 12 1 1700 60 14 464 376 377 CR-5 COLLECTOR 2042 1 12 1 1700 60 14 465 377 378 CR-5 COLLECTOR 781 1 12 1 1700 50 15 466 378 379 CR-5 COLLECTOR 460 1 12 1 1700 50 15 467 379 380 CR-5 COLLECTOR 2798 1 12 1 1700 60 15 468 380 381 CR-5 COLLECTOR 3679 1 12 1 1700 60 20 469 381 382 CR-5 COLLECTOR 1258 1 12 1 1700 60 20 470 382 383 CR-5 COLLECTOR 1141 1 12 1 1700 50 20 471 383 384 CR-5 COLLECTOR 610 1 12 1 1700 50 20 472 384 385 CR-5 COLLECTOR 729 1 12 1 1700 45 20 Clinton Power Station Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 Up Down No Lane Shole Flo Flow 473 385 386 BRIDGE ST COLLECTOR 49 20 1700 45 20 474 386 387 BRIDGE ST COLLECTOR 17 1 12 10 1700 50 20 475 386 388 1-72 ON-RAMP FROM CR-5 FREEWAY RAMP 1255 1 14 8 1700 45 20 476 387 389 1-72 ON-RAMP FROM CR-5 FREEWAY RAMP 1163 1 14 8 1700 45 20 477 387 392 BRIDGE ST COLLECTOR 1141 1 12 10 1700 45 20 478 388 389 1-72 FREEWAY 1956 2 12 10 2250 75 20 479 388 390 1-72 FREEWAY 3544 2 12 10 2250 75 20 480 389 388 1-72 FREEWAY 1956 2 12 10 2250 75 20 481 389 391 1-72 FREEWAY 7739 2 12 10 2250 75 20 482 390 388 1-72 FREEWAY 3534 2 12 10 2250 75 20 483 390 395 1-72 FREEWAY 6821 2 12 10 2250 75 19 484 391 389 1-72 FREEWAY 7739 2 12 10 2250 75 20 485 391 393 1-72 FREEWAY 3375 2 12 10 2250 75 15 486 392 387 BRIDGE ST COLLECTOR 1144 1 12 10 1700 45 20 487 392 524 BRIDGE ST COLLECTOR 877 1 12 10 1700 50 20 488 393 391 1-72 FREEWAY 3375 2 12 10 2250 75 15 489 393 394 1-72 FREEWAY 2817 2 12 10 2250 75 15 490 394 393 1-72 FREEWAY 2817 2 12 10 2250 75 15 491 395 390 1-72 FREEWAY 6821 2 12 10 2250 75 19 492 395 396 1-72 FREEWAY 4265 2 12 10 2250 75 19 493 396 395 1-72 FREEWAY 4265 2 12 10 2250 75 19 494 396 397 1-72 FREEWAY 10307 2 12 10 2250 75 19 495 397 396 1-72 FREEWAY 10307 2 12 10 2250 75 19 496 397 398 1-72 FREEWAY 9082 2 12 10 2250 75 19 497 398 397 1-72 FREEWAY 9082 2 12 10 2250 75 19 Clinton Power Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 498 398 1 399 1 1-72 IFREEWAY 6719 2 12 10 2250 75 19 1 499 399 398 1-72 FREEWAY 6719 2 12 10 2250 75 19 500 399 400 1-72 FREEWAY 1887 2 12 10 2250 75 18 501 400 399 1-72 FREEWAY 1887 2 12 10 2250 75 18 502 400 401 1-72 FREEWAY 4350 2 12 10 2250 75 18 503 401 400 1-72 FREEWAY 4350 2 12 10 2250 75 18 504 401 402 1-72 FREEWAY 3072 2 12 10 2250 75 18 505 402 401 1-72 FREEWAY 3066 2 12 10 2250 75 18 506 402 403 1-72 FREEWAY 9561 2 12 10 2250 75 18 507 403 402 1-72 FREEWAY 9561 2 12 10 2250 75 18 508 403 404 1-72 FREEWAY 3775 2 12 10 2250 75 18 509 404 403 1-72 FREEWAY 3784 2 12 10 2250 75 18 510 404 405 1-72 FREEWAY 2404 2 12 10 2250 75 18 511 405 404 1-72 FREEWAY 2404 2 12 10 2250 75 18 512 405 406 1-72 FREEWAY 3006 2 12 10 2250 75 18 513 406 405 1-72 FREEWAY 3007 2 12 10 2250 75 18 514 406 407 1-72 FREEWAY 4942 2 12 10 2250 75 18 515 407 406 1-72 FREEWAY 4942 2 12 10 2250 75 18 516 407 408 1-72 FREEWAY 2299 2 12 10 2250 75 18 517 408 407 1-72 FREEWAY 2299 2 12 10 2250 75 18 518 408 677 1-72 FREEWAY 3722 2 12 10 2250 75 18 519 409 410 SR-10 COLLECTOR 1386 1 12 2 1700 55 15 520 410 411 SR-10 COLLECTOR 7630 1 12 2 1700 60 15 521 411 412 SR-10 COLLECTOR 5839 1 12 2 1700 60 15 522 412 413 SR-10 COLLECTOR 1250 1 12 2 1700 55 15 Clinton Power Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 523 414 363 SR-10 COLLECTOR 5591 1 12 1 1700 60 14 524 415 414 SR-10 COLLECTOR 1072 1 12 1 1700 50 14 525 415 562 2400 E RD LOCAL ROADWAY 5240 1 9 0 1700 50 14 526 416 415 SR-10 COLLECTOR 2465 1 12 1 1700 60 14 527 417 416 SR-10 COLLECTOR 11206 1 12 1 1700 60 14 528 418 419 SR-10 COLLECTOR 3293 1 12 1 1700 60 13 529 418 423 SR-10 COLLECTOR 2785 1 12 1 1700 60 13 530 419 420 SR-10 COLLECTOR 3804 1 12 1 1700 60 13 531 419 442 CR-5 COLLECTOR 5404 1 12 0 1700 60 13 532 420 421 SR-10 COLLECTOR 6824 1 12 1 1700 60 13 533 421 422 SR-10 COLLECTOR 5300 1 12 1 1700 60 13 534 421 658 1900 E RD COLLECTOR 5361 1 10 0 1700 55 13 535 422 213 SR-10 COLLECTOR 5375 1 12 1 1750 60 13 536 423 424 SR-10 COLLECTOR 6581 1 12 1 1700 60 13 537 424 425 SR-10 COLLECTOR 1472 1 12 1 1700 60 13 538 425 426 SR-10 COLLECTOR 4398 1 12 1 1700 60 12 539 426 427 SR-10 COLLECTOR 4122 1 12 1 1700 60 12 540 427 428 SR-10 COLLECTOR 1412 1 12 1 1700 60 12 541 428 429 SR-10 COLLECTOR 2661 1 12 1 1700 60 12 542 429 430 CR-10 COLLECTOR 1452 1 12 1 1700 60 12 543 430 254 SR-10 COLLECTOR 7151 1 12 1 1700 60 12 544 431 222 SR-48 COLLECTOR 6531 1 12 10 1700 55 18 545 432 433 SR-32 COLLECTOR 2115 1 12 1 1700 55 19 546 432 528 E 1500 NORTH RD COLLECTOR 209 1 12 0 1125 25 19 547 433 434 SR-32 COLLECTOR 2019 1 12 1 1700 50 19 Clinton Power Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 Up Down No Lane Shole Flo Flow 548 434 435 OLD RT 47 COLLECTOR 1725 1 12 1 1700 50 19 549 434 441 SR-32 COLLECTOR 1227 1 14 0 1700 40 19 550 435 436 OLD RT 47 COLLECTOR 3477 1 12 1 1700 60 19 551 436 437 OLD RT 47 COLLECTOR 5519 1 12 1 1700 65 19 552 437 438 OLD RT 47 COLLECTOR 13343 1 12 1 1700 65 19 553 437 537 N 300 EAST RD COLLECTOR 270 1 12 0 1700 35 19 554 438 439 OLD RT 47 COLLECTOR 3056 1 12 1 1700 65 19 555 439 440 CR-1620 N COLLECTOR 9175 1 12 1 1700 65 19 556 440 392 CR-1620 N COLLECTOR 2027 1 12 1 1700 50 20 557 441 434 SR-32 COLLECTOR 1227 1 14 0 1700 40 19 558 441 527 SR-32 COLLECTOR 302 1 12 0 1125 25 19 559 442 443 CR-5 COLLECTOR 5298 1 12 0 1750 60 13 560 443 444 CR-5 COLLECTOR 1782 1 12 0 1700 60 13 561 443 463 CR-15 COLLECTOR 10610 1 12 0 1700 60 13 562 444 445 CR-5 COLLECTOR 8855 1 12 0 1700 60 13 563 445 446 CR-5 COLLECTOR 5346 1 12 0 1700 60 13 564 446 447 CR-25 COLLECTOR 5344 1 12 0 1700 60 18 565 447 448 CR-25 COLLECTOR 4891 1 12 0 1700 60 18 566 447 660 CR-38 COLLECTOR 10763 1 10 1 1750 60 18 567 447 665 CR-38 COLLECTOR 15987 1 10 1 1700 60 18 568 448 449 CR-25 COLLECTOR 475 1 12 0 1700 40 18 569 449 450 CR-25 COLLECTOR 739 1 12 0 1700 45 18 570 450 451 CR-25 COLLECTOR 553 1 12 0 1700 40 18 571 451 452 CR-25 COLLECTOR 4962 1 12 0 1700 60 18 572 452 453 CR-25 COLLECTOR 3246 1 12 0 1700 60 18 K-45 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 Up 0on No Lan Sholde Flw Fo 573 453 454 CR-25 COLLECTOR 1690 1 12 0 1700 50 18 574 454 455 CR-25 COLLECTOR 1720 1 12 0 1700 45 18 575 455 456 CR-25 COLLECTOR 1874 1 12 0 1700 45 18 576 456 461 CR-25 COLLECTOR 2435 1 12 0 1575 35 18 577 457 458 CR-25 COLLECTOR 3447 1 12 0 1700 60 18 578 458 408 1-72 ON-RAMP FROM CR-25 FREEWAY RAMP 2008 1 14 8 1700 45 18 579 458 459 CR-25 COLLECTOR 1885 1 12 8 1700 60 18 580 459 460 CR-25 COLLECTOR 1972 1 12 8 1700 60 18 581 461 233 CR-25 COLLECTOR 1159 1 12 0 1575 35 18 582 462 443 CR 15 COLLECTOR 2885 1 12 0 1750 60 13 583 462 641 CR-15 COLLECTOR 7925 1 12 0 1700 60 13 584 463 217 CR-15 COLLECTOR 10776 1 12 0 1750 60 13 585 463 734 1900 E RD COLLECTOR 1658 1 8 0 1700 50 13 586 464 465 WHITE PIDGEON RD LOCAL ROADWAY 2140 1 10 0 1700 55 13 587 464 471 WHITE PIDGEON RD LOCAL ROADWAY 1008 1 10 0 1700 40 13 588 465 466 WHITE PIDGEON RD LOCAL ROADWAY 1005 1 10 0 1700 45 13 589 466 467 WHITE PIDGEON RD LOCAL ROADWAY 1183 1 10 0 1700 45 13 590 467 468 WHITE PIDGEON RD LOCAL ROADWAY 1734 1 10 0 1700 50 13 591 468 469 WHITE PIDGEON RD LOCAL ROADWAY 3888 1 10 0 1700 55 13 592 469 421 CR-14 COLLECTOR 5177 1 12 1 0 1700 60 13 593 469 470 WHITE PIDGEON RD COLLECTOR 5224 1 11 0 1700 60 13 594 470 212 WHITE PIDGEON RD COLLECTOR 5493 1 11 0 1750 60 13 595 471 472 WHITE PIDGEON RD LOCAL ROADWAY 397 1 10 0 1700 40 13 596 472 419 WHITE PIDGEON RD LOCAL ROADWAY 4136 1 10 0 1700 55 13 597 473 474 US RT 51B COLLECTOR 477 1 12 1 1700 45 12 Clinton Power Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 598 474 475 US RT 51B COLLECTOR 732 1 12 1 1700 45 12 599 475 476 US RT 51B COLLECTOR 732 1 12 1 1700 45 12 600 476 477 US RT 51B COLLECTOR 3335 1 12 1 1700 55 12 601 476 732 KLEEMAN DR LOCAL ROADWAY 1618 1 13 1 1575 35 12 602 477 302 US RT 51B COLLECTOR 1010 1 12 1 1750 45 12 603 478 302 500 N RD COLLECTOR 1668 1 12 3 1750 50 12 604 479 306 E 000 RD LOCAL ROADWAY 2742 1 11 0 1750 50 12 605 479 480 N WOOD ST COLLECTOR 3137 1 12 3 1700 50 17 606 480 481 N WOOD ST MINOR ARTERIAL 720 2 12 0 1900 40 17 607 481 483 N WOOD ST MINOR ARTERIAL 1286 2 12 0 1900 40 17 608 482 484 N WOOD ST MINOR ARTERIAL 819 2 12 0 1900 40 17 609 483 706 N WOOD ST MINOR ARTERIAL 202 2 12 0 1900 40 17 610 484 309 N WOOD ST COLLECTOR 698 1 12 0 1700 40 17 611 485 712 CR-18 COLLECTOR 8840 1 10 0 1700 55 16 612 486 525 CR-18 COLLECTOR 10694 1 10 0 1700 55 16 613 487 298 CR-7 COLLECTOR 2747 1 14 0 1575 35 11 614 488 489 CR-7 COLLECTOR 7698 1 12 0 1700 60 11 615 489 490 CR-7 COLLECTOR 681 1 12 0 1700 50 11 616 490 709 CR-21 COLLECTOR 5022 1 12 0 1700 60 16 617 491 277 SR-10 COLLECTOR 3131 1 12 8 1750 50 12 618 492 277 SR-10 COLLECTOR 772 1 12 8 1750 50 12 619 492 493 SR-10 COLLECTOR 7157 1 12 1 1700 65 12 620 493 675 SR-10 COLLECTOR 4508 1 12 1 1700 65 11 621 494 495 SR-10 COLLECTOR 10484 1 12 1 1700 65 11 622 495 496 SR-10 COLLECTOR 2802 1 12 1 1700 55 11 K-47 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0 623 496 497 SR-10 COLLECTOR 8107 1 12 1 1700 60 11 624 498 499 US RT 136 COLLECTOR 1773 1 12 8 1700 55 2 625 499 500 US RT 136 COLLECTOR 4444 1 12 0 1700 60 2 626 500 501 US RT 136 COLLECTOR 6219 1 12 0 1700 60 1 627 501 502 US RT 136 COLLECTOR 6732 1 12 0 1700 60 1 628 502 503 US RT 136 COLLECTOR 9388 1 12 0 1700 60 1 629 504 505 US RT 51 COLLECTOR 3604 2 12 10 1900 70 7 630 504 692 CR-9 COLLECTOR 6869 1 11 2 1700 60 7 631 505 506 US RT 51 COLLECTOR 8792 2 12 10 1900 70 7 632 506 676 US RT 51 COLLECTOR 6681 2 12 10 1900 70 7 633 507 508 US RT 51 COLLECTOR 2513 2 12 10 1900 70 2 634 508 509 US RT 51 MINOR ARTERIAL 2908 2 12 10 1900 70 2 635 509 510 US RT 51 MINOR ARTERIAL 1933 2 12 10 1900 70 2 636 510 145 US RT 51 MINOR ARTERIAL 1678 2 12 10 1900 70 2 637 513 514 CR-36 COLLECTOR 11164 1 12 1 1700 60 3 638 514 515 CR-36 COLLECTOR 614 1 12 1 1700 40 3 639 515 105 US RT 150 COLLECTOR 1425 1 12 2 1700 45 3 640 517 105 CR-36 COLLECTOR 538 1 12 1 1575 35 3 641 520 619 CR-36 COLLECTOR 1790 1 11 1 1700 60 2 642 521 522 US RT 136 COLLECTOR 5280 1 12 2 1700 60 5 643 521 523 SR-54 COLLECTOR 3826 1 12 1 1700 60 5 644 524 392 BRIDGE ST COLLECTOR 876 1 12 10 1700 50 20 645 524 601 BRIDGE ST COLLECTOR 1601 1 12 10 1700 55 20 646 525 526 CR-21 COLLECTOR 5317 1 12 0 1700 60 16 647 525 640 CR-18 COLLECTOR 5314 1 10 0 1700 55 16 K-48 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0 648 527 530 SR-32 COLLECTOR 728 1 12 0 1700 40 19 649 52 529 E 1500 NORTH RD COLLECTOR 28 1 12 0 1700 40 19 650 529 441 E 1500 NORTH RD COLLECTOR 1384 1 11 0 1700 45 19 651 530 531 SR-32 COLLECTOR 4302 1 12 0 1700 60 19 652 531 532 SR-32 COLLECTOR 5362 1 12 0 1700 60 19 653 532 533 SR-32 COLLECTOR 5287 1 12 0 1700 60 19 654 533 687 SR-32 COLLECTOR 8195 1 12 0 1700 60 19 655 534 527 E 1500 NORTH RD COLLECTOR 1600 1 10 0 1700 40 19 656 535 534 E 1500 NORTH RD COLLECTOR 3651 1 10 0 1700 55 19 657 536 535 E 1500 NORTH RD COLLECTOR 5353 1 10 0 1700 55 19 658 537 536 N 300 EAST RD COLLECTOR 2473 1 10 0 1700 55 19 659 537 538 E 1500 NORTH RD COLLECTOR 773 1 10 0 1700 40 19 660 538 539 E 1500 NORTH RD COLLECTOR 7367 1 10 0 1700 55 19 661 539 540 E 1500 NORTH RD COLLECTOR 9142 1 11 0 1700 55 19 662 540 595 E 1500 NORTH RD COLLECTOR 4513 1 11 0 1700 55 19 663 540 547 2400 E RD LOCAL ROADWAY 5194 1 9 0 1700 50 9 664 546 560 2400 E RD LOCAL ROADWAY 5286 1 9 0 1700 50 14 665 546 548 1015 N RD LOCAL ROADWAY 5195 1 9 0 1700 50 9 666 548 549 1015 N RD LOCAL ROADWAY 871 1 9 0 1700 50 9 667 549 550 1015 N RD LOCAL ROADWAY 5221 1 9 0 1700 50 9 668 550 551 1015 N RD LOCAL ROADWAY 344 1 9 0 1125 25 9 669 551 552 1130 N RD LOCAL ROADWAY 2474 1 9 0 1700 50 9 670 552 553 1130 N RD LOCAL ROADWAY 186 1 9 0 1125 25 9 671 553 554 2450 E RD LOCAL ROADWAY 138 1 9 0 1125 25 9 672 554 555 2450 E RD LOCAL ROADWAY 147 1 9 0 1125 25 9 Clinton Power Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 673 555 556 GREEN LEAF RD LOCAL ROADWAY 825 1 9 0 1700 50 9 674 556 557 GREEN LEAF RD COLLECTOR 438 1 9 0 1700 50 9 675 557 558 GREEN LEAF RD COLLECTOR 4083 1 11 0 1700 55 9 676 558 354 TOWSEND RD COLLECTOR 5550 1 11 0 1750 55 9 677 560 561 2400 E RD LOCAL ROADWAY 5341 1 9 0 1700 50 14 678 561 415 2400 E RD LOCAL ROADWAY 5398 1 9 0 1700 50 14 679 562 563 2400 E RD LOCAL ROADWAY 5332 1 9 0 1700 50 14 680 563 564 N 300 EAST RD LOCAL ROADWAY 5324 1 9 0 1700 50 14 681 564 565 N 300 EAST RD LOCAL ROADWAY 5292 1 9 0 1700 50 14 682 565 566 N 300 EAST RD LOCAL ROADWAY 5255 1 9 0 1700 50 14 683 566 567 N 300 EAST RD LOCAL ROADWAY 5394 1 9 0 1700 50 19 684 567 568 N 300 EAST RD LOCAL ROADWAY 4948 1 9 0 1700 50 19 685 568 437 N 300 EAST RD LOCAL ROADWAY 2927 1 9 0 1700 50 19 686 569 570 CR-14 COLLECTOR 914 1 12 0 1700 60 8 687 569 579 CR-14 COLLECTOR 1851 1 12 0 1700 60 8 688 570 571 CR-14 COLLECTOR 652 1 12 0 1700 50 8 689 571 572 CR-14 COLLECTOR 539 1 12 0 1700 50 8 690 572 573 CR-14 COLLECTOR 856 1 12 0 1575 35 8 691 573 574 CR-14 COLLECTOR 286 1 12 0 1125 25 8 692 574 575 CR-14 COLLECTOR 2009 1 12 0 1700 40 8 693 575 241 CR-14 COLLECTOR 906 1 12 0 1700 40 8 694 576 577 CR-14 COLLECTOR 864 1 11 0 1700 40 8 695 577 578 CR-20 COLLECTOR 3304 1 11 0 1700 50 8 696 578 338 CR-20 COLLECTOR 8561 1 11 0 1700 50 8 697 579 580 CR-14 COLLECTOR 1358 1 12 0 1700 60 13 Clinton Power Station Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 698 580 581 CR-14 COL L ECTO R 874 1 12 0 1700 60 13 699 581 582 CR-14 COLLECTOR 2790 1 12 0 1700 60 13 700 582 583 CR-14 COLLECTOR 3856 1 12 0 1700 60 13 701 583 469 CR-14 COLLECTOR 529 1 12 0 1700 50 13 702 584 585 CR-21 COLLECTOR 4524 1 11 0 1700 55 8 703 585 586 CR-21 COLLECTOR 929 1 11 0 1575 35 8 704 586 587 CR-21 COLLECTOR 1474 1 11 0 1700 55 8 705 587 588 CR-21 COLLECTOR 1156 1 11 0 1575 35 8 706 588 589 CR-21 COLLECTOR 5822 1 11 0 1700 55 8 707 589 319 CR-21 COLLECTOR 4834 1 11 0 1700 55 8 708 590 591 FRIENDS CREEK PARK RD LOCAL ROADWAY 1269 1 9 0 1700 50 18 709 591 592 FRIENDS CREEK PARK RD LOCAL ROADWAY 5327 1 9 0 1700 50 18 710 592 593 FRIENDS CREEK PARK RD LOCAL ROADWAY 3996 1 9 0 1700 50 18 711 593 594 FRIENDS CREEK PARK RD LOCAL ROADWAY 1246 1 9 0 1700 45 18 712 594 229 SR-48 COLLECTOR 1603 1 12 1 1700 60 18 713 595 596 E 1500 NORTH RD COLLECTOR 700 1 11 0 1700 45 19 714 596 597 E 1500 NORTH RD COLLECTOR 3442 1 11 0 1700 45 20 715 597 598 E 1500 NORTH RD COLLECTOR 1758 1 11 0 1700 40 20 716 598 599 E 1500 NORTH RD COLLECTOR 1039 1 11 0 1700 40 20 717 599 524 E 1500 NORTH RD COLLECTOR 1034 1 11 0 1700 40 20 718 600 622 BRIDGE ST COLLECTOR 1833 1 14 0 1750 40 20 719 601 600 BRIDGE ST COLLECTOR 1278 1 12 10 1700 55 20 720 602 603 2300 E RD LOCAL ROADWAY 5005 1 9 0 1700 50 9 721 603 604 1015 N RD LOCAL ROADWAY 963 1 10 0 1700 50 9 722 604 605 1015 N RD LOCAL ROADWAY 1882 1 10 0 1700 50 9 Clinton Power Station Evacuation Time Estimate K-S1 KLD Engineering, P.C.Rev. 0 723 605 606 225 E RD LOCAL ROADWAY 1 1763 1 10 0 1700 50 9 724 606 607 225 E RD LOCAL ROADWAY 899 1 10 0 1700 45 9 725 607 608 225 E RD LOCAL ROADWAY 3756 1 10 0 1700 50 9 726 608 609 225 E RD LOCAL ROADWAY 4331 1 10 0 1700 50 9 727 609 209 SR-54 COLLECTOR 1617 1 12 1 1700 65 9 728 610 611 CR-36 COLLECTOR 2989 1 11 1 1700 60 2 729 611 612 CR-36 COLLECTOR 3970 1 11 1 1700 60 2 730 612 621 CR-36 COLLECTOR 5332 1 11 1 1700 60 2 731 619 620 CR-36 COLLECTOR 3043 1 11 1 1700 60 2 732 620 610 CR-36 COLLECTOR 4016 1 11 1 1700 60 2 733 621 705 US RT 51 MINOR ARTERIAL 2925 2 12 10 1900 70 2 734 622 623 CR-105 COLLECTOR 1883 1 14 0 1700 40 20 735 622 626 CR-105 COLLECTOR 839 1 14 0 1575 35 20 736 622 631 E CENTER ST COLLECTOR 444 1 14 0 1575 35 20 737 623 624 CR-105 COLLECTOR 932 1 14 0 1700 40 20 738 624 625 CR-105 COLLECTOR 1298 1 12 0 1700 40 20 739 625 632 CR-105 COLLECTOR 2198 1 12 0 1700 50 20 740 626 622 CR-105 COLLECTOR 839 1 14 0 1750 35 20 741 626 628 CR-105 COLLECTOR 813 1 14 0 1575 35 20 742 628 630 CR-105 COLLECTOR 1384 1 12 0 1575 35 20 743 629 627 N BUCHANAN ST COLLECTOR 803 1 14 0 1575 35 20 744 629 631 E CENTER ST COLLECTOR 830 1 14 0 1575 35 20 745 631 622 E CENTER ST COLLECTOR 444 1 14 0 1750 35 20 746 631 629 E CENTER ST COLLECTOR 830 1 14 0 1575 35 20 747 632 633 CR-105 COLLECTOR 960 1 12 3 1700 50 20 Clinton Power Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 748 633 634 CR-105 COLLECTOR 1199 1 12 3 1700 50 20 749 634 635 CR-105 COLLECTOR 1087 1 12 8 1750 50 20 750 635 636 CR-105 COLLECTOR 903 1 12 8 1700 50 15 751 636 638 1-72 ON-RAMP FROM CR-105 FREEWAY RAMP 494 1 14 8 1700 45 15 752 637 393 1-72 ON-RAMP FROM CR-105 FREEWAY RAMP 804 1 14 8 1700 45 15 753 638 637 1-72 ON-RAMP FROM CR-105 FREEWAY RAMP 677 1 14 8 1700 45 15 754 639 635 IRON HORSE PL COLLECTOR 258 1 12 0 1750 25 20 755 641 642 CR-15 COLLECTOR 10658 1 12 0 1700 60 12 756 642 668 CR-15 COLLECTOR 5601 1 12 0 1750 60 12 757 643 644 CR-15 COLLECTOR 905 1 12 0 1700 45 12 758 644 645 CR-15 COLLECTOR 1037 1 12 0 1700 50 12 759 645 646 CR-15 COLLECTOR 911 1 12 0 1700 45 12 760 646 647 CR-15 COLLECTOR 1565 1 12 0 1700 50 12 761 647 648 CR-15 COLLECTOR 741 1 12 0 1700 40 12 762 648 649 CR-15 COLLECTOR 351 1 12 0 1700 40 12 763 649 650 CR-15 COLLECTOR 928 1 12 0 1700 40 12 764 650 305 CR-15 COLLECTOR 4571 1 12 0 1700 60 12 765 651 678 CR-1 COLLECTOR 846 1 12 1 1700 45 12 766 652 653 CR-1 COLLECTOR 2720 1 12 1 1700 50 12 767 653 477 CR-1 COLLECTOR 1271 1 12 1 1700 40 12 768 654 651 CR-1 COLLECTOR 3939 1 12 1 1700 55 12 769 655 320 CR-10 COLLECTOR 7355 1 12 0 1700 60 8 770 655 656 1200 E RD COLLECTOR 10512 1 12 0 1700 60 8 771 656 657 CR-16 COLLECTOR 10637 1 12 0 1700 60 8 772 657 138 CR-27 COLLECTOR 10741 1 12 0 1750 60 3 Clinton Power Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 773 658 463 1900 E RD COLLECTOR 5352 1 10 0 1700 55 13 774 659 667 1900 E RD COLLECTOR 5315 1 8 0 1700 50 13 775 660 221 CR-38 COLLECTOR 10884 1 10 1 1700 60 18 776 660 590 FRIENDS CREEK PARK RD LOCAL ROADWAY 4097 1 8 0 1700 50 18 777 661 590 FRIENDS CREEK RD LOCAL ROADWAY 743 1 10 0 1575 35 18 778 662 663 CR-38 COLLECTOR 1234 1 10 1 1575 35 17 779 663 730 CR-38 COLLECTOR 128 1 11 1 900 20 17 780 664 662 CR-38 COLLECTOR 7362 1 10 1 1700 60 17 781 664 728 GREENSWITCH RD COLLECTOR 5284 1 9 0 1700 50 17 782 665 664 CR-38 COLLECTOR 11025 1 10 1 1700 60 17 783 666 138 US RT 136 COLLECTOR 330 1 12 3 1750 60 3 784 666 168 CR-27 COLLECTOR 1807 1 10 1 1700 60 3 785 667 660 FRIENDS CREEK PARK RD LOCAL ROADWAY 5195 1 8 0 1750 50 18 786 668 643 CR-15 COLLECTOR 3574 1 12 0 1700 60 12 787 668 735 1200 E RD COLLECTOR 1141 1 9 0 1700 50 12 788 669 265 S MADISON ST LOCAL ROADWAY 658 1 12 0 1350 30 12 789 669 671 E MAIN ST LOCAL ROADWAY 641 1 14 0 1125 25 12 790 670 265 E JEFFERSON ST LOCAL ROADWAY 1512 1 10 0 1125 25 12 791 671 269 NORTH SIDE SQUARE LOCAL ROADWAY 375 1 12 0 675 15 12 792 672 491 ILINI DR LOCAL ROADWAY 1350 1 14 0 1575 35 12 793 673 672 W MAIN ST LOCAL ROADWAY 1204 1 14 0 1575 35 12 794 674 653 S MADISON ST LOCAL ROADWAY 3486 1 12 0 1700 40 12 795 675 494 SR-10 COLLECTOR 5260 1 12 1 1700 65 11 796 676 507 US RT 51 COLLECTOR 3325 2 12 10 1900 70 2 797 677 408 1-72 FREEWAY 3722 2 12 10 2250 75 18 Clinton Power Station Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 
----Up Don No Lane Shudr Flw Fo 798 678 652 CR-1 COLLECTOR 786 1 12 1 1700 45 12 799 687 688 SR-32 COLLECTOR 2113 1 12 0 1700 60 19 800 692 693 CR-9 COLLECTOR 9338 1 11 2 1700 60 6 801 693 694 CR-9 COLLECTOR 1938 1 11 2 1700 60 6 802 694 695 CR-9 COLLECTOR 8628 1 11 0 1700 55 6 803 695 696 CR-9 COLLECTOR 3566 1 11 1 1700 60 6 804 696 697 CR-9 COLLECTOR 1527 1 11 0 1700 55 6 805 697 698 CR-9 COLLECTOR 7538 1 11 1 1700 60 6 806 698 699 CR-9 COLLECTOR 3228 1 11 1 1700 60 6 807 699 704 CR-9 COLLECTOR 571 1 11 0 1350 30 6 808 700 701 CR-9 COLLECTOR 300 1 11 0 1125 25 6 809 701 702 CR-6 COLLECTOR 616 1 11 0 1350 30 6 810 702 703 CR-6 COLLECTOR 2487 1 11 0 1700 45 6 811 704 700 CR-9 COLLECTOR 641 1 11 0 1350 30 6 812 706 307 CR-58 COLLECTOR 2543 1 11 0 1575 35 17 813 706 482 N WOOD ST MINOR ARTERIAL 1926 2 12 0 1900 40 17 814 707 710 CR-58 COLLECTOR 8584 1 11 1 1700 60 16 815 708 711 CR-58 COLLECTOR 9808 1 11 1 1700 60 16 816 709 525 CR-21 COLLECTOR 10587 1 12 0 1700 60 16 817 710 708 CR-58 COLLECTOR 1719 1 11 1 1700 50 16 818 711 709 CR-58 COLLECTOR 5249 1 11 1 1700 60 16 819 712 713 CR-18 COLLECTOR 1574 1 10 0 1700 55 16 820 713 486 CR-18 COLLECTOR 4552 1 10 0 1700 55 16 821 714 715 WELDON STATE PARK ACCESS COLLECTOR 1053 1 11 0 1575 35 12 822 715 716 CR-18 COLLECTOR 1213 1 11 0 1700 50 12 Clinton Power Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 Stea Stea Legt of Width Witae Sed Gi Link #5 Node Nod Roawa Nam Roda Typ (f. Lae (f. f.Sp) (p) Nme 824 716 717 CR-18 COLLECTOR 825 1 11 0 1700 40 12 825 717 718 CR-18 COLLECTOR 3011 1 11 0 1700 60 12 826 718 719 CR-18 COLLECTOR 720 1 11 0 1700 40 12 827 719 678 CR-18 COLLECTOR 1083 1 11 0 1700 45 12 828 720 721 CR-18 COLLECTOR 930 1 11 0 1700 45 12 829 721 722 CR-18 COLLECTOR 965 1 11 0 1700 45 12 830 722 723 CR-18 COLLECTOR 2874 1 11 0 1700 50 12 831 723 724 CR-18 COLLECTOR 1931 1 11 0 1700 45 12 832 724 668 CR-18 COLLECTOR 2766 1 11 0 1750 45 12 833 725 726 1200 E RD COLLECTOR 5271 1 9 0 1700 50 12 834 726 727 1200 E RD COLLECTOR 5469 1 9 0 1700 50 12 835 727 664 GREENSWITCH RD COLLECTOR 5358 1 9 0 1700 50 17 836 728 729 GREENSWITCH RD COLLECTOR 5371 1 9 0 1700 50 17 837 729 311 CR-18 COLLECTOR 10571 1 10 0 1700 55 17 838 730 483 CR-38 COLLECTOR 1804 1 11 1 1575 35 17 839 731 301 US RT 51 MINOR ARTERIAL 3563 2 12 10 1900 70 12 840 732 262 KLEEMAN DR LOCAL ROADWAY 1070 1 13 1 1575 35 12 841 733 260 ILLINI DR LOCAL ROADWAY 1388 1 12 1 1750 30 12 842 733 262 ILLINI DR LOCAL ROADWAY 1377 1 12 1 1350 30 12 843 734 659 1900 E RD COLLECTOR 8952 1 8 0 1700 50 13 844 735 725 1200 E RD COLLECTOR 4072 1 9 0 1700 50 12 845 736 246 SR-54 COLLECTOR 6320 1 12 1 1700 60 7 846 737 609 SR-54 COLLECTOR 5416 1 12 1 1700 65 9 847 8003 3 1-74 FREEWAY 6114 2 12 10 2250 75 2 Clinton Power Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 SauainFe Up Do n 0oLn Shole Flow Flo Stream0. Strea Legt of Wit Wit Rat Spe Gri 848 8028 28 1-74 FREEWAY 4070 2 12 10 2250 75 10 849 8394 394 1-72 FREEWAY 4114 2 12 10 2250 75 15 EXIT LINK 630 8630 CR-105 COLLECTOR 1854 1 12 0 1700 50 20 EXIT LINK 640 8640 CR-18 COLLECTOR 5150 1 10 0 1700 55 16 EXIT LINK 512 8512 CR-21 COLLECTOR 1615 1 12 1 1700 60 3 EXIT LINK 526 8490 CR-21 COLLECTOR 5385 1 12 0 1700 60 16 EXIT LINK 460 8460 CR-25 COLLECTOR 3105 1 12 1 1700 60 18 EXIT LINK 519 8519 CR-29 COLLECTOR 3083 1 12 2 1700 60 2 EXIT LINK 511 8511 CR-36 COLLECTOR 4846 1 11 0 1700 60 4 EXIT LINK 627 8627 CR-4 COLLECTOR 4055 1 12 0 1700 50 20 EXIT LINK 518 8518 CR-40 COLLECTOR 6727 1 12 0 1700 60 4 EXIT LINK 703 8703 CR-6 COLLECTOR 1777 1 11 0 1700 50 6 EXIT LINK 677 8408 1-72 FREEWAY 3866 2 12 10 2250 75 18 EXIT LINK 394 8394 1-72 FREEWAY 4114 2 12 10 2250 75 15 EXIT LINK 3 8003 1-74 FREEWAY 6114 2 12 10 2250 75 2 EXIT LINK 28 8028 1-74 FREEWAY 4067 2 12 10 2250 75 10 EXIT LINK 413 8413 SR-10 COLLECTOR 4837 1 12 2 1700 60 15 EXIT LINK 497 8497 SR-10 COLLECTOR 2626 1 12 1 1700 65 11 EXIT LINK 688 8688 SR-32 COLLECTOR 1737 1 12 0 1700 60 19 EXIT LINK 237 8237 SR-48 COLLECTOR 4127 1 12 1 1700 60 18 EXIT LINK 300 8301 SR-54 COLLECTOR 7490 1 12 1 1700 60 11 EXIT LINK 523 8523 SR-54 COLLECTOR 2616 1 12 1 1700 60 5 EXIT LINK 522 8522 US RT 136 COLLECTOR 4064 1 12 2 1700 60 5 EXIT LINK 503 8503 US RT 136 COLLECTOR 6973 1 12 0 1700 60 1 EXIT LINK 55 8055 US RT 150 COLLECTOR 4935 1 12 3 1700 60 10 Clinton Power Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 Sauaio Fre Up Down No Lan Shule Flo Flo Stea Stea Legt of Wit Wdh*aeSpe Gri Link #S Node Nod Roda Name Roawa Typ (f. Lae (f. f.S)(p) Nme EXITLINK 516 8516 USRT150 EXIT LINK 314 8314 US RT 51 EXIT LINK 705 8705 US RT 51 COLLECTOR 1622 1 12 2 MINOR ARTERIAL 5310 2 12 10 MINOR ARTERIAL 2163 2 12 10 1700 55 2 1425 70 17 1900 70 2 Clinton Power Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 14 833622 1356814 Stop 3 31 856107 1327811 TCP -Uncontrolled 3 36 863016 1336530 Stop 3 39 864978 1338827 Actuated 3 40 865202 1339952 Stop 3 41 869257 1327660 TCP -Actuated 3 44 881866 1327518 Stop 4 45 900947 1302606 Stop 9 50 909051 1316714 Stop 10 56 897911 1302130 Stop 9 60 903677 1311380 Stop 9 69 888222 1316881 TCP -Uncontrolled 9 72 892925 1316779 Stop 9 73 898226 1316779 Stop 9 83 895758 1343298 Stop 4 87 866517 1343638 Stop 3 105 834334 1360447 Stop 3 114 865013 1340675 Yield 3 115 864536 1340657 Stop 3 118 862736 1342312 Stop 3 121 865190 1340679 Stop 3 122 865549 1340679 Stop 3 135 858676 1327748 TCP -Uncontrolled 3 136 850217 1327835 TCP -Uncontrolled 3 138 836720 1328035 TCP -Actuated 3 139 831501 1328134 TCP -Uncontrolled 2 140 826183 1328175 TCP -Uncontrolled 2 141 820589 1328197 TCP -Uncontrolled 2 151 806109 1328246 Stop 2 153 803940 1328234 Stop 2 155 806067 1329032 Stop 2 156 806088 1328614 Stop 2 163 826135 1354827 Stop 2 169 836838 1338689 Stop 3 185 832745 1355498 Stop 2 195 869207 1281145 TCP -Uncontrolled 8 197 869326 1290682 TCP -Actuated 8 Clinton Power Station Evacuation Time Estimate K-59 KID Engineering, P.C.Rev. 0 198 869406 1 1295758 Stop 8 199 868880 1295778 TCP -Uncontrolled 8 201 868998 1306404 TCP -Uncontrolled 8 202 869070 1311728 TCP -Uncontrolled 8 203 869108 1317029 TCP -Uncontrolled 8 204 869171 1321022 TCP -Uncontrolled 3 209 877433 1295560 Stop 9 211 869218 1271389 TCP -Uncontrolled 13 212 869155 1266092 TCP -Actuated 13 213 869095 1260877 TCP -Actuated 13 216 869074 1255435 TCP -Uncontrolled 13 217 869033 1250159 TCP -Actuated 13 219 868910 1239524 TCP -Uncontrolled 13 220 869033 1234186 TCP -Uncontrolled 13 221 868990 1229013 Stop 18 233 847226 1206607 Stop 18 238 845322 1281208 Stop 8 241 857694 1283046 Stop 8 247 821010 1273878 TCP -Uncontrolled 12 251 810850 1268555 Stop 12 253 812999 1266331 TCP -Uncontrolled 12 255 808015 1268514 Actuated 12 260 804762 1268160 Actuated 12 262 804895 1265398 Stop 12 263 802451 1267720 TCP-Actuated 12 264 809701 1268548 Actuated 12 265 809657 1269543 Stop 12 267 807999 1270150 Actuated 12 270 808471 1270162 Stop 12 272 808970 1272810 Stop 12 276 808428 1278196 Stop 7 277 802198 1270545 TCP -Actuated 12 286 808338 1292424 TCP -Uncontrolled 7 288 807953 1295335 Stop 7 293 789776 1261096 TCP -Uncontrolled 11 298 773788 1248718 Stop 11 302 807264 1261160 TCP -Actuated 12 305 807380 1246790 Stop 12 Clinton Power Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 x ~ ~ ~
* otolGi Nod Corint Corint Typ M _______________________
ap 306 807173 1233472 TCP -Actuated 12 307 807336 1228081 Stop 17 309 809165 1224906 Stop 17 311 809742 1217545 Stop 17 317 809487 1295461 Stop 7 319 837551 1296107 Stop 8 322 820753 1296218 TCP -Uncontrolled 7 327 808582 1295388 Stop 7 333 890249 1298646 TCP -Uncontrolled 9 338 858605 1295970 Stop 8 341 897913 1304646 Stop 9 342 897957 1305793 Stop 9 346 897879 1281667 TCP -Uncontrolled 9 348 897320 1286928 TCP -Uncontrolled 9 354 898216 1297581 TCP -Actuated 9 358 898507 1271027 TCP -Uncontrolled 14 359 898465 1265762 TCP -Uncontrolled 14 360 898380 1260376 TCP -Actuated 14 363 891645 1260482 TCP -Uncontrolled 14 392 911788 1225817 Stop 20 415 884983 1260539 Stop 14 419 847796 1260932 Stop 13 421 858421 1260990 Stop 13 430 820960 1265781 TCP -Uncontrolled 12 434 874156 1219646 Stop 19 437 884727 1220847 Stop 19 441 874124 1218419 Stop 19 443 847647 1250231 TCP -Actuated 13 447 847347 1228906 TCP -Uncontrolled 18 461 847181 1207767 Stop 18 463 858257 1250278 Stop 13 469 858439 1266167 Stop 13 476 807583 1265427 TCP -Uncontrolled 12 477 807558 1262093 Stop 12 483 809886 1228295 Stop 17 491 805016 1269181 Stop 12 515 835535 1359705 Stop 3 521 919928 1327189 Stop 5 Clinton Power Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 524 912556 1 1225405 Stop 20 525 773508 1216930 Stop 16 527 874132 1218117 Stop 19 566 884861 1234096 TCP -Uncontrolled 14 590 858033 1225062 Stop 18 594 858251 1213247 Stop 18 603 878178 1281842 TCP -Uncontrolled 9 609 875974 1294884 Stop 9 621 801462 1355129 Stop 2 622 917048 1224172 Actuated 20 627 918185 1223170 Stop 20 628 916848 1222532 Stop 20 629 918305 1223964 Stop 20 631 917484 1224089 Stop 20 635 918428 1232553 Actuated 20 641 836839 1250036 TCP -Uncontrolled 13 642 826182 1249883 TCP -Uncontrolled 12 653 808827 1262020 Stop 12 656 836748 1306657 TCP -Uncontrolled 8 660 858107 1229159 TCP -Actuated 18 663 811747 1228197 Stop 17 664 820339 1228482 Stop 17 668 820582 1249792 TCP -Actuated 12 672 805993 1270088 Stop 12 674 809171 1265488 TCP -Uncontrolled 12 675 789779 1270415 TCP -Uncontrolled 11 676 804661 1317742 TCP -Uncontrolled 2 678 812240 1261618 Stop 12 693 790048 1298988 TCP -Uncontrolled 6 701 763106 1302059 Stop 6 704 763776 1301736 Stop 6 709 773693 1227515 Stop 16 715 816718 1258628 Stop 12 724 820622 1252558 TCP -Uncontrolled 12 725 820541 1244579 TCP -Uncontrolled 12 727 820413 1233839 TCP -Uncontrolled 12 729 820309 1217827 Stop 17 731 804043 1265357 Stop 12 Clinton Power Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 L 732 1 805965 I 1265438 1 Stop 1 12'Coordinates are in the North American Datum of 1983 Illinois East State Plane Zone Clinton Power Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 APPENDIX I Sub-area Boundaries L. SUB-AREA BOUNDARIES Sub-area 1 County: DeWitt County Defined as the area within the following boundary: Harp Township, Creek Township North of County Highway 15 (State Aid Road), DeWitt Township West of IL 48 (DeWitt), Nixon Township West of IL 48 and North of County Highway 15 (State Aid Road) (Weldon), Rutledge Township South of 1400N (Solomon Road/Old Depot Road) and West of County Highway 8 (LeRoy Blacktop), Wilson Township South of 1400N (Solomon Road/Old Depot Road).Sub-area 2 County: DeWitt and McLean Counties Defined as the area within the following boundary: In DeWitt County: Wilson Township North of 1400N (Solomon Road/Old Depot Road) and Rutledge Township North of 1400N (Solomon Road/Old Depot Road) and West of County Highway 8 (LeRoy Blacktop).
In McLean County: Downs Township South of US 136 and Empire Township South of US 136 and West of County Highway 21 (LeRoy Blacktop).
Sub-area 3 County: DeWitt, Piatt, and McLean Counties Defined as the area within the following boundary: In DeWitt County: Rutledge Township East of County Highway 8 (LeRoy Blacktop), DeWitt Township East of IL 48 and North of 900N, and Santa Anna Township West of County Highway 4 (Farmer City/DeLand Blacktops) and South of the Salt Creek, and West of 2500E, North of the Salt Creek and South of Interstate 74.In Piatt County: Blue Ridge Township West of County Highway 5.In McLean County: Empire Township South of US 136 and Interstate 74 and East of County Highway 21 (LeRoy Blacktop).
Sub-area 4 County: DeWitt and Piatt Counties Defined as the area within the following boundary: In DeWitt County: Nixon Township East of IL 48 and DeWitt Township East of IL 48 and South of 900N.In Piatt County: Goose Creek Township North of IL 10 and West of County Highway 5 (Farmer City/DeLand Blacktop) and South of IL 10 and West of 400E and 425E.Clinton Power Station L-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sub-area 5 Sub-area 6 Sub-area 7 Sub-area 8 County: DeWitt and Macon Counties Defined as the area within the following boundary: In DeWitt County: Nixon Township South of County Highway 15 (State Aid Road) and Creek Township South of County Highway 15 (State Aid Road).In Macon County: Friends Creek Township North of County Highway 38 (Washington Street Road).County: DeWitt County Defined as the area within the following boundary: Texas Township North of County Highway 11 and East of US 51 except the corporate areas of the City of Clinton.County: DeWitt County Defined as the area within the following boundary: Clintonia Township including the entire corporate areas of the City of Clinton County: DeWitt County Defined as the area within the following boundary: Wapella Township (Wapella)Clinton Power 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 2; a summer, midweek, midday, with good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study Tri Evcato Tim Esim t for Enie 2 Hours 15 Minutes 1:55 2:25 3 Hours 15 Minutes (Base) 1:55 3:20 4 Hours 15 Minutes 2:10 4:25 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 15 minutes -a nominal change. The 100th percentile increases by 1 hour and 5 minutes -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.Clinton Power Station Evacuation Time Estimate M-1 KLD Engineering, P.C.Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 2; 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 at the 9 0 th or 1 0 0 th percentiles.
The Shadow Region for CLN is sparsely populated.
As shown in Figures 7-3 through 7-6, congestion in the Shadow Region never propagates into the EPZ 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.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study Pret Shdo Shadow...0 0 1:55 3:20 20 (Base) 1,947 1:55 3:20 60 5,841 1:55 3:20 100 9,735 1:55 3:20 Clinton Power Station M-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change and could impact ETE.As per the NRC's response to the Emergency Planning Frequently Asked Question (EPFAQ)2013-001, the ETE population sensitivity study must be conducted to determine what percentage increase in permanent resident population causes an increase in the 9 0 th percentile ETE of 25 percent or 30 minutes, whichever is less. The sensitivity study must use the scenario with the longest 90th percentile ETE (excluding the roadway impact scenario and the special event scenario if it is a 1 day per year special event).Thus, the sensitivity study was conducted using the following parameters:
: 1. The percent change in population within the study area was increased by up to 121%.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 and 5-Mile Region (RO1), and the entire EPZ (R02).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 and 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 and 5-Mile Region (RO1) at the 9 0 th percentile is 1:55. Therefore, a 29 minute increase (25% of 1:55) in ETE will be the criterion for updating.
All other base ETE values are greater than 2 hours; 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 121% 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 121% or more, an updated ETE analysis will be needed.Clinton Power Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change Region I Population Change I Base 60% 100% 1 121%2 AND 5-MILE 1:55 2:10 2:10 2:10 FULL for 2 10 1 Percentile Regio BasePopulation Change 60% 100% 121%2 AND 5-MILE 4:15 4:20 4:20 4:20 FULL EPZ 4:20 4:20 4:20 4:20 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 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.M-4 KID Engineering, P.C.Clinton Power Station Evacuation Time Estimate M-4 KLD Engineering, P.C.Rev. 0 APPENDIX N ETE Criteria Checklist N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist.R Reie Crtei Crtro Addressed Comment 1.0 Introduction
: a. The emergency planning zone (EPZ) and surrounding area Yes Section 1 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 Clinton Power Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Crtro 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.
I _1.4 Evacuation Planning Areas a. A map of EPZ with emergency response planning areas Yes Figure 3-1, Figure 6-1 (ERPAs) should be included.b. A table should be provided identifying the ERPAs Yes Tables 6-1, 7-5, H-1 considered for each ETE calculation by downwind direction in each sector.Clinton Power Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Critrio Addresse Comet 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 Table 7-5 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, preschools, day camps -Section 8, Appendix E 2.1 Permanent Residents and Transient Population
: a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis.
No growth to reflect population estimates to the year of the growth of population necessary.
ETE.c. A sector diagram should be included, similar to Figure 2-1, Yes Figure 3-2"Population by Sector," of NUREG/CR-7002, showing the population distribution for permanent residents.
2.1.1 Permanent Residents with Vehicles a. The persons per vehicle value should be between 1 and 2 Yes 1.78 persons per vehicle -Table 1-3 or justification should be provided for other values.b. Major employers should be listed. Yes Appendix E -Table E-5 Clinton Power Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Comment 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 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 3-7 -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.Clinton Power Station Evacuation Time Estimate N-4 KLD Engineering, P.C.N-4 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Critrio Addese Comments d. The methodology used to determine the number of people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided.
Data from local/county registration programs should be used in the estimate, but should not be the only set of data.Yes Section 8.5 e. Capacities should be provided for all types of Yes Section 2.3 -Assumption 10 transportation resources.
Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.f. An estimate of this population should be provided and Yes Table 8-1 -transit dependents information should be provided that the existing Section 8.5 -special needs registration programs were used in developing the estimate.g. A summary table of the total number of buses, Yes Sections 8-3, 8.4 -page 8-5 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.2.3 Special Facility Residents a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1 through E-4 -list location, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total special facility population.
: b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.Clinton Power Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0 
: c. The number of wheelchair and bed-bound individuals Yes Section 8.3, Table 8-4 should be provided.d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be provided.Yes Section 8.3 Tables 8-4, 8-5 e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Correctional facilities 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 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, daycares, and day camps in a single wave. However, Section 8.4 -pages 8-7 through 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation Clinton Power Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 R Reie Crtei Criterio Addese 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 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 Tables 3-6, 6-3, and 6-4 reduced for nighttime scenarios.
Clinton Power Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Critrio Addresse 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 TSection 4 discussed._________________j______________________________
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.Clinton Power Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Comments e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.Yes Appendix K, Figures K-2 through K-21 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.
Clinton Power Station Evacuation Time Estimate N-9 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Crteio Addrsse Comment 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, Section 5.3 should be considered. (page 5-9)b. The speed and capacity reduction factors identified in Yes Table 2-2 -based on HCM 2010. The Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 factors provided in Table 3-1 of should be used or a basis should be provided for other NUREG/CR-7002 are from HCM 2000 values.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 -page 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.
Clinton Power Station Evacuation Time Estimate N-10 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Crtro Adrse Comments.4.1.1 Permanent Residents and Transient Population
: a. Permanent residents are assumed to evacuate from their homes but are not assumed to be at home at all times.Trip generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.
Yes Section 5 discusses trip generation for households with and without returning commuters.
Table 6-3 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 -page 5-17 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.Clinton Power Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Adrse Coment 4.1.2 Transit Dependent Residents a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-6. Transit-dependent in the ETE analysis.
If new plans should be developed with staging areas are defined in the March the ETE, they have been agreed upon by the responsible 2013 IPRA for CLN. The exact route authorities.
traveled is not specified; therefore, routes were developed via the shortest path from the staging area to respective reception center -see Figure 8-2 and Table 8-10 b. Discussion should be included on the means of evacuating Yes Sections 8.4, 8.5 ambulatory and non-ambulatory residents.
: c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5 resources needed to support the demand estimation should be provided.d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.e. Discussion should identify the time estimated for transit Yes Section 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13 passengers should be discussed.
: g. A map of bus routes should be included.
Yes 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.Clinton Power Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crtro Adrse Comments0 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.
Clinton Power Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 
.R Reie Crtei Critrio Addese Comment in E nayi h. Supporting information should be provided to quantify the time elements for the return trips.Yes Section 8.4 Tables 8-7 through 8-9 and Tables 8-14 through 8-16 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School, preschool, and day camp bus outbound speeds. 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 Clinton Power Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 SReie Crieri Crtro Adrese Coment f. If used, reception centers should be identified.
Discussion should be provided on whether students are expected to pass through the reception center prior to being evacuated to their final destination.
Yes Section 8 -page 8-1 Table 8-3. School, preschool, and day camp students are evacuated directly to reception centers where they will be picked up by parents or guardians g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at reception center, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.18.0).
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.
Clinton Power Station Evacuation Time Estimate N-15 KILD Engineering, P.C.Rev. 0 
.R Reie Crtei Critrio Addessed Coment 4.2.1 Traffic Simulation Model Input a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided.
simulation model assumptions and algorithms Table J-2 -model inputs b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Appendix C -Tables C-1, C-2 analysis.4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.N-16 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis b. The minimum following model outputs should be provided to support review: 1. Total volume and percent by hour at each EPZ exit node.2. Network wide average travel time.3. Longest queue length for the 10 intersections with the highest traffic volume.4. Total vehicles exiting the network.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.Yes 1. Table J-5.2. Table J-3.3. Table J-1.4. Table J-3.5. Figures J-1 through J-14 (one plot for each scenario considered).
: 6. Table J-4. Network wide average speed also provided in Table J-3.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-6 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.4.3 Evacuation Time Estimates for the General Public a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population N-17 KLD Engineering, P.C.Clinton Power Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0 R Revie Crtei Crteio AdrseCm et I.~~~i -.E Analysis I--b. The ETE tor 100% ot the general public should include all members of the general public. Any reductions or truncated data should be explained.
Yes Section 5.4 -truncating survey data to eliminate statistical outliers Table 7-2 -100th public percentile ETE for general 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.Clinton Power Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 
: p. Reie Crieri Crtro Addese Coment I.~i -T Analysis -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 None that may affect the ETE.5.4 Reviews and Updates a. A discussion of when an updated ETE analysis is required Yes Appendix M, Section M.3 to be performed and submitted to the NRC.5.5 Reception Centers and Congregate Care Center a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multi-wave return times for buses should be provided.
evacuation procedure.
Figure 8-1 c. It should be clearly stated if it is assumed that passengers Yes Reception centers are also congregate care are left at the reception center and are taken by separate centers -see Section 10 buses to the congregate care center.Clinton Power Station Evacuation Time Estimate N-19 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Supervisory Review Date Clinton Power Station Evacuation Time Estimate N-20 KLD Engineering, P.C.Rev. 0}}