ML14042A183

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Kld TR-617, Development of Evacuation Time Estimates, Final Report, Rev. 0. Appendix J - Appendix K, Page K-40
ML14042A183
Person / Time
Site: Limerick  
Issue date: 01/31/2014
From:
KLD Engineering, PC
To:
Exelon Generation Co, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
TR-617, Rev 0
Download: ML14042A183 (58)
v • d • e


Text

APPENDIX J Representative Inputs to and Outputs from the DYNEV II System

J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.

Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.

Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -

US 422, State Route 100, State Route 73 and State Route 23 - for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. Average speeds are low for the first 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br />.

Then as congestion dissipates, speeds increase. The roads are essentially free-flowing at 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br />.

Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Figure J-1 through Figure J-14 plot the trip generation time versus the ETE for each of the 14 Scenarios considered. The distance between the trip generation and ETE curves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation. For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion. For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion. As seen in Figure J-1 through Figure J-14, the curves are spatially separated as a result of the pronounced traffic congestion in the EPZ, which was discussed in detail in Section 7.3.

Limerick Generating Station J-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Table J-1. Characteristics of the Ten Highest Volume Signalized intersections 0

0 0

0 Max.

774 11,498 1035 775 Ridge Pkwy & N Trooper Rd TCP -

Actuated 3002 5,076 68 4155 6,525 236 TOTAL 23,099 Ridge Pkwy &

778 14,290 178 779 Whitehall Rd Actuated 3014 3,630 56 TOTAL 17,920 485 7,317 27 TCP -

486 Route 100 & Route 29 Actuated 594 10,184 34 TOTAL 17,501 4269 286 0

3274 16,825 490 11 US 422 & Lincoln Dr Actuated 3273 128 7

3271 0

0 TOTAL 17,239 4171 7,645 127 Germantown Pike &

TCP -

3018 7,335 211 Whitehall Rd Actuated 1995 2,201 0

TOTAL 17,181 4155 7,904 648 3083 Egypt Rd & S Trooper TCP -

Rd Actuated 4454 9,019 36 TOTAL 16,923 357 2,837 7

358 W Main St & Markely Actuated 359 3,848 17 St 4557 10,189 35 TOTAL 16,874 12 308 0

14 16,428 916 US 422 & Sunset146,2 96 13 US 42 Actuated 3276 78 0

Manor Dr 3277 38 0

TOTAL 16,852 5

266 0

7 16,468 2

6 US 422 & W 74th St Actuated 3268 0

0 TOTAL 16,734 J-2 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-2 KLD Engineering, P.C.

Rev. 0

4462 8,960 1265 Route 363 &

TCP -

3011 969 3

Germantown Pike Actuated 774 6,755 1156 TOTAL 16,684 Limerick Generating Station Evacuation Time Estimate J-3 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 8300 1,700 38 115 W

8429 1,700 8090 4,500 8449 1,700 2042 289 SW 8466 1,700 8662 1,700 8540 1,700 1519 72 NW 8487 1,700 8447 1,700 8237 6,750 3567 232 SE 8185 4,500 8112 4,500 8224 3,800 2367 330 E

8949 1,700 8531 1,700 8265 4,500 1863 229 NE 8224 3,800 8868 4,500 8447 1,700 842 83 NW 8412 1,700 8300 1,700 1931 51 W

8429 1,700 8090 4,500 8035 1,700 2936 55 E

8949 1,700 8531 1,700 8429 1,700 3409 112 W

8090 4,500 J-4 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-4 KLD Engineering, P.C.

Rev. 0

Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03) 5.7nari 6

6.4l5 l

Network-Wide Average Travel Time (Min/Veh-Mi) 6.0 6.4 5.7 6.2 6.1 5.8 6.4 Network-Wide Average 10.1 9.4 10.5 9.6 9.8 10.3 9.5 Speed (mph)

Total Vehicles 308,996 306,240 294,368 291,330 259,398 306,008 306,814 Exiting Network Network-Wide Average 5.7 5.6 6.3 5.0 6.2 6.2 6.3 Travel Time (Min/Veh-Mi)

Network-Wide Average 10.5 10.7 9.5 11.9 9.8 9.8 9.5 Speed (mph)

Total Vehicles Exitin Networs 283,445 289,207 291,888 256,115 256,017 259,991 305,144 Exiting Network Limerick Generating Station Evacuation Time Estimate J-5 KLD Engineering, P.C.

Rev. 0

Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)

US 422 EB 26.0 18.8 82.9 14.9 104.8 14.8 105.5 38.9 40.1 41.1 37.9 67.1 23.2 67.1 23.2 US 422 WB 26.0 5.5 281.0 7.3 214.2 12.1 129.2 11.3 137.7 41.3 37.8 62.8 24.8 67.0 23.3 SIR 100 NB 11.4 2.4 290.3 1.7 397.5 2.4 281.0 2.7 252.2 7.3 93.4 16.4 41.7 54.4 12.6 SR 100 SB 14.8

,2.7 323.6 3.4

,261.1 8.2 108.0,26.7 33.3

,40.9 21.7 44.9 19.8 44.9 19.8 SR 73 EB 15.9 5.3 180.2 5.9 160.8 6.7 143.5 24.9 38.4 33.3 28.7 45.8 20.9 45.8 20.9 SIR 73 WB 15.6 3.3 285.7 4.4 213.1 7.1 132.6 8.2 114.0 16.1 58.2 22.9 40.9 45.4 20.6 SIR 23 EB 10.3 1.7 364.1 1.8 349.3 3.0 208.3 5.4 113.7 37.3 16.6 44.7 13.8 44.7 13.8 SR 23 WB 9.4 4.9 115.9 F3.9 145.9 '23.6 23.9 33.0 17.1 48.6T 11.6 48.6 11.6 48.6 11.6 Limerick Generating Station Evacuation Time Estimate J-6 KLD Engineering, P.C.

Rev. 0

Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Cumulative Vehicles Discharged by the Indicated Time Cu m ulative________________

Percent________________________

of V ehicles______________________

D ischarged______________________

by____the____Indicated__________Tim e__

1,684 3,688 5,568 7,627 9,614 11,328 12,287 177

+

+

4 4

3%

3%

3%

3%

4%

4%

4%

224 2,529 5,307 6,673 7,072 7,307 7,457 7,734 4%

4%

3%

3%

3%

3%

3%

4,006 8,027 11,594 13,869 16,344 17,940 18,235 6%

6%

6%

6%

6%

6%

6%

471 3,898 7,555 10,530 13,173 15,270 16,234 16,582 6%

5%

5%

6%

6%

6%

5%

4,319 9,481 10,910 11,376 11,448 11,562 11,651 7%

7%

6%

5%

4%

4%

4%

650 1,174 3,131 4,102 4,661 5,160 5,353 5,353 2%

2%

2%

2%

2%

2%

2%

776 1,352 1,703 2,184 2,675 3,192 3,606 800 1%

1%

1%

1%

1%

1%

1%

909 1,177 2,653 4,086 5,298 6,487 7,844 9,009 2%

2%

2%

2%

2%

3%

3%

910 836 2,036 3,166 4,476 5,794 7,016 7,984 1%

1%

2%

2%

2%

2%

3%

986 503 1,063 1,644 2,184 2,808 3,405 3,955 1%

1%

1%

1%

1%

1%

1%

1361 763 1,780 2,641 3,310 3,908 4,934 5,727 1%

1%

1%

1%

1%

2%

2%

1903 586 1,131 1,442 1,691 1,821 1,821 1,821 1%

1%

1%

1%

1%

1%

1%

1949 547 1,153 1,983 2,788 3,432 3,432 3,432 1%

1%

1%

1%

1%

1%

1%

2232 1,563 3,222 4,898 6,426 6,979 6,979 6,979 2%

2%

3%

3%

3%

2%

2%

2248 1,280 2,602 3,884 5,113 5,546 5,546 5,546 2%

2%

2%

2%

2%

2%

2%

1 2

4 4

4 4

4 2285 0%

0%

0%

0%

0%

0%

0%

2290 40 183 222 224 224 224 224 0%

0%

0%

0%

0%

0%

0%

J-7 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-7 KLD Engineering, P.C.

Rev. 0

Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 2393 784 1,936 3,047 3,617 3,985 4,300 4,424 1%

1%

2%

2%

1%

1%

1%

2395 1,131 2,573 3,772 4,837 5,870 6,867 7,283 2%

2%

2%

2%

2%

2%

2%

2813 2,400 4,908 5,394 5,497 5,521 5,521 5,521 4%

4%

3%

2%

2%

2%

2%

2847 1,934 4,125 4,593 4,707 4,770 4,770 4,770 3%

3%

2%

2%

2%

2%

2%

810 1,864 2,681 3,146 3,409 3,409 3,409 2850 1%

1%

1%

1%

1%

1%

1%

2860 316 737 970 1,133 1,241 1,241 1,241 1%

1%

1%

0%

0%

0%

0%

250 619 810 868 884 884 884 0%

0%

0%

0%

0%

0%

0%

667 1,962 2,842 3,275 3,672 3,672 3,672 2871 1%

1%

1%

1%

1%

1%

1%

2907 1,217 2,681 3,497 3,857 4,056 4,066 4,066 2%

2%

2%

2%

2%

1%

1%

2944 543 1,320 2,013 2,450 2,577 2,604 2,608 1%

1%

1%

1%

1%

1%

1%

2945 372 985 1,348 1,534 1,599 1,612 1,615 1%

1%

1%

1%

1%

1%

1%

3074 1,053 2,251 2,970 3,862 4,232 4,441 4,503 2%

2%

2%

2%

2%

2%

1%

967 1,705 2,013 2,233 2,819 3,384 3,819 3102 2%

1%

1%

1%

1%

1%

1%

710 1,874 3,182 3,819 4,385 4,444 4,444 3288 1%

1%

2%

2%

2%

2%

1%

864 2,190 2,983 3,731 4,017 4,037 4,037 3695 1%

2%

2%

2%

1%

1%

1%

3923 356 677 899 1,117 1,117 1,117 1,117 1%

0%

0%

0%

0%

0%

0%

3980 1,054 1,897 2,427 2,983 3,432 3,480 3,480 2%

1%

1%

1%

1%

1%

1%

262 636 935 1,153 1,222 1,228 1,228 3989 0%

0%

0%

0%

0%

0%

0%

4006 858 1,807 2,446 3,028 3,526 3,586 3,586 J-8 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-8 KLD Engineering, P.C.

Rev. 0

Cumulative

~

Veice DicagdbheIdctdTm Cumulative Preto Vehicles Discharged by the Indicated Time 1%

1%

1%

1%

1%

1%

1%

374 1,106 1,491 1,921 2,218 2,257 2,257 1%

1%

1%

1%

1%

1%

1%

401 1,078 1,750 2,076 2,234 2,251 2,251 1%

1%

1%

1%

1%

1%

1%

122 379 436 440 440 440 440 4339 0%

0%

0%

0%

0%

0%

0%

4418 2,723 5,923 8,752 9,882 11,154 12,092 12,491 4%

4%

5%

4%

4%

4%

4%

85 311 610 1,115 1,379 1,517 1,517 4430_____

0%

0%

0%

0%

1%

1%

0%

4431 37 143 202 235 263 277 277 0%

0%

0%

0%

0%

0%

0%

1,325 2,760 4,190 4,628 4,857 4,947 4,951 2%

2%

2%

2%

2%

2%

2%

590 1,403 1,680 1,799 1,906 2,015 2,019 4704 1%

1%

1%

1%

1%

1%

1%

4707 603 1,513 2,295 3,165 4,008 4,823 5,502 1%

1%

1%

1%

1%

2%

2%

4708 769 1,443 1,752 2,328 3,088 3,920 4,544 1%

1%

1%

1%

1%

1%

1%

4711 1,139 2,229 3,185 4,240 5,297 6,395 7,207 2%

2%

2%

2%

2%

2%

2%

23 100 120 121 121 121 121 4728 0%

0%

0%

0%

0%

0%

0%

4764 1,363 2,830 4,267 5,731 7,319 8,753 9,617 2%

2%

2%

2%

3%

3%

3%

4768 1,355 2,902 4,350 5,622 7,097 8,563 9,610 2%

2%

2%

2%

3%

3%

3%

3,522 7,119 10,615 13,297 14,416 15,159 15,873 6%

5%

5%

6%

5%

5%

5%

4787 484 1,223 1,967 2,895 3,393 3,833 4,095 1%

1%

1%

1%

1%

1%

1%

650 1,579 2,378 3,196 3,927 4,670 5,326 4902 1%

1%

1%

1%

1%

2%

2%

630 1,191 1,861 2,480 3,111 3,758 4,219 1

1%

1%

1%

1%

1%

1%

1%

Limerick Generating Station Evacuation Time Estimate J-9 KLD Engineering, P.C.

Rev. 0

494 1,418 2,965 4,225 5,459 6,366 6,407 6,407 2%

1 2%

2%

2%

2%

2%

2%

4986 3,466 7,390 11,101 14,542 17,378 18,445 18,862 5%

5%

6%

6%

6%

6%

6%

477 1,325 2,269 3,091 3,396 3,409 3,409 4988 1

1 1%

1%

1%

1%

1%

j 1%

1%

Limerick Generating Station Evacuation Time Estimate J-10 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)

Trip Generation ETE 100%

S80%

U1 60%

0 40%

20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 Elapsed Time (min)

Figure J-1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1)

ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)

-Trip Generation

-ETE S80%

100%

I,-

40%

e 20%

000 I-0 40%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 Elapsed Time (min)

Figure J-2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)

J-11 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-11 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)

-Trip Generation

-ETE 100%

80%

60%

0"o 40%

20%

0.

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 Elapsed Time (min)

Figure J-3. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather (Scenario 3)

ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)

Trip Generation ETE 100%

80%

0%

0 40%

20%

00 O.-

0%

b I

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 Elapsed Time (min)

Figure J-4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)

J-12 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-12 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)

Trip Generation lETE 100%

IA U

80%

60%

0 o

40%

20%

a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 Elapsed Time (min)

Figure J-5. ETE and Trip Generation: Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)

ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)

Trip Generation ETE 100%

U 80%

a o

S60%

"0 40%

20%

I-

~ 0%

4.,

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 Elapsed Time (min)

Figure J-6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)

J-13 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-13 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)

Trip Generation ETE 100%

_n 80%

2 60%

0%

I-0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 Elapsed Time (min)

Figure J-7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)

ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)

-Trip Generation mETE I4 a.

4-0 0

100%

80%

60%

40%

20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 Elapsed Time (min)

Figure J-8. ETE and Trip Generation: Winter, Midweek, Midday, Snow (Scenario 8)

J-14 KID Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-14 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)

Trip Generation

-ETE 100%

IJ80%

o 60%

1-O40%

a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 Elapsed Time (min)

Figure J-9. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather (Scenario 9)

ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)

Trip Generation ETE 100%

4A' 80%

60%

4.1 0

I--

0 40%

20%

a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 Elapsed Time (min)

Figure J-10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10)

'i-is KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-15 KLD Engineering, P.C.

Rev. 0

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

Trip Generation ETE 100%

80%

60%

0 I--

40%

20%

0~

-W 0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 Elapsed Time (min)

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%

U 80%

E**

60%

-**1 0

40%

20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 Elapsed Time (min)

Figure J-12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)

Limerick Generating Station Evacuation Time Estimate J-16 KLD Engineering, P.C.

Rev. 0

ETE and Trip Generation Winter, Weekend, Evening, Good, Special Event (Scenario 13)

-Trip Generation mETE V1

-E M

4.0 0.

100%

80%

60%

40%

20%

0%

eo_00ýý

'00ý

'0100ý 0

30 60 90 120 150 180 210 240 Elapsed Time (min) 270 300 330 360 390 420 Figure J-13. ETE and Trip Generation: Summer, Weekend, Evening, Good Weather, Special Event (Scenario 13)

ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)

Trip Generation ETE 100%

80%

E o

60%

0 0 0 i-o40%

eo CD S20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 540 Elapsed Time (min)

Figure J-14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)

J-17 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate J-17 KLD Engineering, P.C.

Rev. 0

K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 90 more detailed figures (Figure K-2 through Figure K-91) 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 November, 2013. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis. Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-1. The roadway type identified in Table K-1 is generally based on the following criteria:

Freeway:

limited access highway, 2 or more lanes in each direction, high free flow speeds Freeway ramp: ramp on to or off of a limited access highway Major arterial: 3 or more lanes in each direction Minor arterial: 2 or more lanes in each direction Collector: single lane in each direction Local roadways: single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout the length of the link.

Many links have additional lanes on the immediate approach to an intersection (turn pockets); these have been recorded and entered into the input stream for the DYNEV II System.

As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.

Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.

Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.

Limerick Generating Station K-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Appendix KOve~rie~w

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Rev. 0

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  • Limerick Generating Station Evacuation Time Estimate
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  • Water rbare 0Shadow Region I Sub-area M0es

.. 0,.5o o

Figure K-2. Link-Node Analysis Network - Grid 1 Limerick Generating Station Evacuation Time Estimate K-3 KLD Engineering, P.C.

Rev. 0

0tF

'J

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/1i" LegedKyn Limerick Generating Station Evacuation Time Estimate

  • LGS 2'7' S.o, We R igs Link-Node Analysis Network Figures
  • Node Water 4Aayi iue I Link Lindex Grd Grid 2 Shadow Region E

Sub-area Miles w,,;i ol Figure K-3. Link-Node Analysis Network - Grid 2 Limerick Generating Station K-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

\\Ikflgers~i//e Rd K~

Zo~s~e \\

I

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kHlf4, ck Generating Station Evacuation Time Link-Node Analysis Network Figures
  • )-*

Grii 0

0.5 1

Miles dj3 Figure K-4. Link-Node Analysis Network - Grid 3 K-S KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-5 KLD Engineering, P.C.

Rev. 0

_ýTýj _RI Rosed,1e

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Figure K-5. Link-Node Analysis Network - Grid 4 Limerick Generating Station K-6 KLD Engineering. P.C.

Evacuation Time Estimate Rev. 0

7 ConradjK S

w Ria/~Iw~dg Rd

~

~N 12

~

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  • J* t 2, 5, 10. 15 Mile Rings Link-Node Analysis Network Figures
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-1ý Link TI oenGl T]Shadow Region u~ae 0

ý es Figure K-6. Link-Node Analysis Network - Grid 5 Limerick Generating Station K-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Rd Wednom-*ý 28

'Rm Rd f7 1 Sý 51i~

'51*5 AA

~l,

522, 52 k~ d /

toSR 52 52!5Grd~

A

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"'2.

5 1O,15 Mile Rings J_

Link-Node Analysis Network Figures Node Water

-4, Link L--

id L I Grid 6 oShad Regibn 0

Figure K-7. Link-Node Analysis Network - Grid 6 Limerick Generating Station K-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Generating Station Evacuation Time Link-Node Analysis Network Figures Grid 7 0

0.5 1

Miles

~

ClB2h Figure K-8. Link-Node Analysis Network - Grid 7 K-9 KID Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-9 KLD Engineering, P.C.

Rev. 0

114M'P Hil Rd

-4 4

",I

"t 583.4*

436 09

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0 01 514 igRd (9 ikNd nlssNtok-Gi Limeric Generatin SainK104 1L18gnerig6'C EvacutionTimeEstiate ev.

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-10ý Link L ]Indexc Grid ShadowkRefion J2 Sub-area Figure K-1O. Link-Node Analysis Network - Grid 9 Limerick Generating Station K-11 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

N9 e-N' "I

96 Generating Station Evacuation Time Link-Node Analysis Network Figures

  • Node Water iI

-~~ Link L~lIndex GridI Gid1 7] Shado o

Region IuS*

e 0

0.2 0.4 IMiles n.ex, Figure K-11. Link-Node Analysis Network - Grid 10 Limerick Generating Station K-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Frederi ja HiM Agend Generating Station Evacuation Time Estimati Link-Node Analysis Network Figures LGS 2, 5,10,IS Mile Rings Node Water

-11. Link II-Index Grid V] Shadow Region Sub-area Grid 11 0

0.2 0.4 Miles Figure K-12. Link-Node Analysis Network - Grid 11 K-13 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-13 KLD Engineering, P.C.

Rev. 0

ý!4353$1/rbeliicet~~

-W di S NRidge d

N 264 88~-

f\\

N 1182*

1183 / v/

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'F 118181/

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1/~C 16116790~6 ZScott S

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Legen ymap Limerick Generating Station Evacuation Time Estimate LGS 2,5,10,15 Mile Rings

.V Link-Node Analysis Network Figures e Node Water

[4i I

-Do.. Lnk L_- Ind"x Grid Grid 12 Shadow Region 0

Sub-area 0

0.5 1

Figure K-13. Link-Node Analysis Network - Grid 12 Limerick Generating Station K-14 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

I Generating Station Evacuation Time Unk-Node Analysis Network Figures SNode Water F.*'!

i.

LinkInde Grid Linkd Wae

t

~

0t 05 1Grid 13

ý]'7 Shadow Region i

Sub-area 0

0.5' 1

ii

~~~~Miles C fl SOt Figure K-14. Link-Node Analysis Network - Grid 13 Limerick Generating Station K-15 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

imerick Generating Station Evacuation Time Estil Link-Node Analysis Network Figures Grid 14 0

0.5 1

Miles Figure K-IS. Link-Node Analysis Network - Grid 14 K-16 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-16 KLD Engineering, P.C.

Rev. 0

Figure K-16. Link-Node Analysis Network - Grid 15 K-17 KLD Engineering, RC.

Limerick Generating Station Evacuation Time Estimate K-17 KLD Engineering, P.C.

Rev. 0

Figure K-17. Link-Node Analysis Network - Grid 16 K-18 KID Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-18 KLD Engineering, P.C.

Rev. 0

Figure K-18. Link-Node Analysis Network - Grid 17 K-19 KLD Engineering, P.C.

Limerick (Generating Station Evacuation Time Estimate K-19 KLD Engineering, P.C.

Rev. 0

Figure K-19. Link-Node Analysis Network - Grid 18 K-20 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-20 KLD Engineering, P.C.

Rev. 0

4oebro~okdale 4,414165 Jackson E/J Epthila

.e 8,-

0,-

(Montgomery)

S

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Limerick Generating Station Evacuation Time Estimate

  • G [O 7 2, 5,10.55 Mile Rinlgs Unk-Node Analysis Network Figures

-' -.] Shadow Region I*

Sob-area0

0.

04 0o 892 J.

Figure K-20. Link-Node Analysis Network - Grid 19 Limerick Generating Station K-21 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

__ A./_-___-_-

Ne~w X

/

1029 Hi Generating Station Evacuation Time Estir Unk-Node Analysis Network Figures 0

0.2 04 Miles Grid 20 Figure K-21. Link-Node Analysis Network - Grid 20 K-22 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-22 KLD Engineering, P.C.

Rev. 0

609 HIId~iradt ?-!

1Grid 21 Yost Rd Rd x

/

Upper Frederick Generating Station Evacuation Time Link-Node Analysis Network Figures 0

0.2 0.4 Miles Grid 21 Figure K-22. Link-Node Analysis Network - Grid 21 Limerick Generating Station Evacuation Time Estimate K-23 KLD Engineering, P.C.

Rev. 0

9'1 D,

Grid ads Lan Rd 111163per 11105 Upper3ýUppe 1135 St113I 1114~

11254*

Low4r 11493A1+/-

~

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li Lgsnd My-Limerick Generating Station Evacuation Time Estimatc

  • G

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2, 5,10, 15MileRings

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~~ u~ Ll~ndex GrdGrd2 1 SadW RRIfl0 0.2 0.4

_Miles Figure K-23. Link-Node Analysis Network - Grid 22 Limerick Generating Station Evacuation Time Estimate K-24 KLD Engineering, P.C.

Rev. 0

1081

  • Generating Station Evacuation Time Link-Node Analysis Network Figures 0

0.2 0.4 Miles Grid 23 Figure K-24. Link-Node Analysis Network - Grid 23 Limerick Generating Station Evacuation Time Estimate K-25 KLD Engineering, P.C.

Rev. 0

Susans 1646 "s

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-a' Frederick A/

j1122

/

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4 1638 B,~

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imerick Generating Station Evacuation Time Estimate

    • IGS
2. 5o 1,1 Mile Rings
  • L*;Link-Node Analysis Network Figures Figure K-25. Link-Node Analysis Network - Grid 24 Limerick Generating Station K-26 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Generating Station Evacuation Time Link-Node Analysis Network Figures Grid 25 0

0.5 1Miles Figure K-26. Link-Node Analysis Network - Grid 25 K-27 KID Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-27 KLD Engineering, P.C.

Rev. 0

Figure K-27. Link-Node Analysis Network - Grid 26 K-28 KID Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-28 KLD Engineering, P.C.

Rev. 0

i¸¸ Generating Station Evacuation Time Estii Link-Node Analysis Network Figures Grid 27 0

0.5 1

Miles Figure K-28. Link-Node Analysis Network - Grid 27 K-29 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-29 KLD Engineering, P.C.

Rev. 0

I ~

3282819 0,00132i4

'4 328

-, Pi n~O I..

1

$3dSt8,e

  • 12 4314

.*q209 4305

'41fli 2'016 29 10 1428 391 282 JOS A14 4304 o

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  • ~1422 143135 1423/

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Legend eyap Limerick Generating Station Evacuation Time Estimate

  • ".S 2,5, 10, 15 Mile Rings Link-Node Analysis Network Figures Node Water

-N, Unk In lodex Grrd

'Shadow Region e Sub-area

,0 0.5 1

Figure K-29. Link-Node Analysis Network - Grid 28 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-30 KLD Engineering, P.C.

Rev. 0

724 (Berks) j.

(

//

395 7 HR Sdoh9~

r Ce

/4; 1197 S

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(;4 Yocum Rd Shenkel Le*nd Limerick Generating Station Evacuation Time Estimate

  • ~~~~~~

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  • Grid 29 Shadow Region 1

Sub-area 0

0.1 0.4 Miles c,

ol Figure K-30. Link-Node Analysis Network - Grid 29 Limerick Generating Station K-31 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Figure K-31. Link-Node Analysis Network - Grid 30 Limerick Generating Station Evacuation Time Estimate K-32 KLD Engineering, P.C.

Rev. 0

Figure K-32. Link-Node Analysis Network - Grid 31 Limerick Generating Station Evacuation Time Estimate K-33 KLD Engineering, P.C.

K-33 KLD Engineering, P.C.

Rev. 0

~N.

' ~

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PottStowrn 38.2 t-

..~-
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/eymap r-I Limerick Generating Station Evacuation Time Estimate LGS 2, 5,10, 15 Mile Rings

-i Link-Node Analysis Network Figures

  • Node Water

-No., Unk L.j Index Grid Grid 32 7* Shadow Region IJ Sub-area Figure K-33. Link-Node Analysis Network - Grid 32 Limerick Generating Station K-34 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Generating Station Evacuation Time I Link-Node Analysis Network Figures 0

0.2 0.4 Miles Grid 33 Figure K-34. Link-Node Analysis Network - Grid 33 K-35 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-35 KLD Engineering, P.C.

Rev. 0

- KristenN N

Washigt 0 L/W a~~

~

0 A

4 942 13 955

~4.22 958 96 10/11 2.7 oejA_

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-- m lagad eynmap Limerick Generating Station Evacuation Time Estimate 2,,1,15MienRng V '* *-Link-Node Analysis Network Figures Node Water g-o. Link EDIndex Grid Grid 34

,'7] Shadow Region V

Sub-area Miles B, ~.;l O

Figure K-35. Link-Node Analysis Network - Grid 34 Limerick Generating Station K-36 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

St h_

881A0 3819 goooflS (4382 422 38/

3333133 Yotg v

127 AN.

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272

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Figure K-36. Link-Node Analysis Network - Grid 35 Limerick Generating Station Evacuation Time Estimate K-37 KLD Engineering, P.C.

Rev. 0

Lo 3e 737y 74 6

a Potsg"v 38ý

-74 Rd' Limiw br d

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nfion e Rd383 34 1684ic 57~

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Od~'ewanla41224 Keymap r-Limerick Generating Station Evacuation Time Estimate r-20MR Link-Node Analysis Network Figures

  • Node Water f1

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[ink I

n,

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Shadow Region G2 Sub-area 00 0.2 0.4 Figure K-37. Link-Node Analysis Network - Grid 36 Limerick Generating Station K-38 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

/----1080

\\

Fedrc INew Lower IRd R

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10734'e,'

1013.'/Hrtdn Gr ~IiRd

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  • Limerick Generating Station Evacuation Time Estimate 2,5 10, 15 Mile Rings Link-Node Analysis Network Figures a

Node Water L~

-1.,

Link Inde lfl d

Grid 37 shadowPmegon Sub-area

,*0

  • 2 0.4 Miles Figure K-38. Link-Node Analysis Network - Grid 37 Limerick Generating Station K-39 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

%29. 73 46 14163 N~irll 438t Rd

/4162~gg 63 N

0 4390 MjVg.~

637 4e'i'k 01635 Upp 4er

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LeAgnd LYm.p Limerick Generating Station Evacuation Time Estimate

  • G 15~

2,5,10,15 Mile Rings Ln-oeAnalysis Newr iue

  • Node water

-pp-Unk Inde Grid lsj Grid 38 Shadmo Region n Sub-area "0

0.2 0.4 L

~Miles

  • zl Figure K-39. Link-Node Analysis Network - Grid 38 K-40 KLD Engineering, P.C.

Limerick Generating Station Evacuation Time Estimate K-40 KLD Engineering, P.C.

Rev. 0

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