ML12363A166
| ML12363A166 | |
| Person / Time | |
|---|---|
| Site: | Oconee  |
| Issue date: | 12/14/2012 |
| From: | KLD Engineering, PC |
| To: | Office of Nuclear Reactor Regulation, Duke Energy Carolinas |
| References | |
| KLD TR494 | |
| Download: ML12363A166 (147) | |
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 J1 provides the volume and queues for the ten highest volume signalized intersections in the study area. All signal lengths are 75 seconds. Refer to Table K2 and the figures in Appendix K for a map showing the geographic location of each intersection.
Table J2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K1 and the figures in Appendix K for a map showing the geographic location of each link.
Table J3 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. As expected, the special event (Scenario 13) exhibits the slowest average speed and longest average travel time as there are approximately 50% more evacuating vehicles than in other scenarios.
Table J4 provides statistics (average speed and travel time) for the major evacuation routes through the EPZ - US 123 and US 76 - for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions. As discussed in Section 7.3 and shown in Figures 73 through 710, US 123/US 76 WB is congested for most of the evacuation. As such, the average speeds are comparably slower (and travel times longer) than other evacuation routes.
Table J5 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 K1 and the figures in Appendix K for a map showing the geographic location of each link.
Figure J1 through Figure J14 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 J1 through Figure J14, the curves are spatially separated as a result of the traffic congestion in the EPZ, which was discussed in detail in Section 7.3. The maximum travel time is about 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br />, 30 minutes on average for midday good weather scenarios, 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> for the special event, and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />, 30 minutes for the roadway impact.
Oconee Nuclear Station J1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table J1. Characteristics of the Ten Highest Volume Signalized Intersections Max.
Approach Total Turn Intersection (Up Volume Queue Node Location Control Node) (Veh) (Veh) 32 11,034 2 34 3,589 105 33 US123 & US76 Actuated 193 1,399 31 TOTAL 16,022 528 6,202 793 33 3,861 291 32 US123 & SR 133 Actuated 748 2,288 120 375 3,562 113 TOTAL 15,913 18 3,355 6 20 12,044 381 19 US76 & Hitec Rd Actuated 509 0 0 510 0 0 TOTAL 15,399 19 3,362 189 21 11,865 375 20 US76 & Wells Hwy Actuated 512 170 1 511 0 0 TOTAL 15,397 21 3,384 372 639 8,339 306 22 US76 & SR 130 Actuated 176 841 112 305 2,583 156 TOTAL 15,147 20 3,378 376 22 11,760 287 21 US76 & SR S3750 Actuated 513 0 0 514 0 0 TOTAL 15,138 11 10,889 84 507 61 0 10 US76 & SR 24 Actuated 9 3,246 0 TOTAL 14,196 Oconee Nuclear Station J2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Max.
Approach Total Turn Intersection (Up Volume Queue Node Location Control Node) (Veh) (Veh) 29 7,081 0 638 6,013 1,213 US76 & Old Clemson 30 Actuated 527 0 0 Hwy 526 30 0 TOTAL 13,124 796 3,899 166 27 6,268 1,210 26 US76 & SR 130 Actuated 797 2,202 853 173 563 23 TOTAL 12,932 30 6,037 805 28 6,791 0 29 US76 & SR S3756 Actuated 525 0 0 TOTAL 12,828 Oconee Nuclear Station J3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table J2. Sample Simulation Model Input Vehicles Entering Link Network Directional Destination Destination Number on this Link Preference Nodes Capacity 6 27 SW 8003 1,698 8097 1,740 187 75 E 8501 1,698 8243 1,698 279 25 SW 8720 1,698 8217 1,698 8720 1,698 367 37 S 8217 1,698 8271 1,698 443 90 NW 8165 1,698 8003 1,698 8202 3,810 541 187 SE 8097 1,740 8501 1,698 8271 1,698 626 77 N 8054 1,698 8243 1,698 705 16 S 8003 1,698 8217 1,698 8202 3,810 809 647 S 8097 1,740 8217 1,698 8053 4,500 909 730 S 8202 3,810 8097 1,740 Oconee Nuclear Station J4 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table J3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)
Scenario 1 2 3 4 5 6 7 8 9 10 11 12 13 14 NetworkWide Average 4.2 4.9 3.9 4.4 3.5 4.2 4.8 4.7 3.7 4.2 4.0 3.5 5.3 4.9 Travel Time (Min/VehMi)
NetworkWide Average 14.4 12.2 15.5 13.6 17.4 14.2 12.6 12.5 16.1 14.2 15.1 17.4 11.3 12.4 Speed (mph)
Total Vehicles 77,741 77,755 68,660 68,747 61,500 77,198 77,210 76,707 67,268 67,324 66,502 61,500 94,774 78,468 Exiting Network Oconee Nuclear Station J5 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table J4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)
Elapsed Time (hours) 1 2 3 4 5 6 Travel Length Speed Time Travel Travel Travel Travel Travel Route (miles) (mph) (min) Speed Time Speed Time Speed Time Speed Time Speed Time US 123 WB 17.7 6.8 156.2 2.5 419 2.9 364.3 7.5 141.3 45.4 23.3 54.3 19.5 US 123 EB 17.7 19.4 54.7 11.7 90.6 33.6 31.5 48.5 21.8 53.0 20.0 53.9 19.7 US 76 WB 12.9 5.1 152.1 1.9 414.2 2.2 359.8 5.7 136.7 41.1 18.9 51.5 15.0 US 76 EB 12.9 16.9 45.9 10.9 71.1 38.0 20.4 44.3 17.5 49.6 15.6 50.9 15.2 Oconee Nuclear Station J6 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table J5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Elapsed Time (hours)
Network 1 2 3 4 5 6 Exit Link Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 1,160 2,576 3,855 4,876 5,769 6,240 4
9.59 8.05 7.64 7.36 7.68 8.04 2,943 7,077 11,226 15,333 17,207 17,220 117 24.33 22.12 22.26 23.16 22.92 22.2 476 1,252 2,102 2,620 2,648 2,648 120 3.93 3.91 4.17 3.96 3.53 3.41 383 1,051 1,891 2,476 2,505 2,506 121 3.16 3.28 3.75 3.74 3.34 3.23 17 90 117 123 124 124 246 0.14 0.28 0.23 0.19 0.16 0.16 168 546 701 715 719 719 250 1.39 1.71 1.39 1.08 0.96 0.93 238 746 959 977 982 982 252 1.97 2.33 1.9 1.48 1.31 1.27 946 2,214 3,435 4,646 5,677 6,145 292 7.82 6.92 6.81 7.02 7.56 7.92 2,053 4,807 7,623 9,808 11,038 11,043 345 16.97 15.02 15.12 14.81 14.7 14.23 1,007 2,592 4,084 5,456 6,495 7,507 363 8.33 8.1 8.1 8.24 8.65 9.68 1,095 2,793 4,491 6,189 7,357 7,809 391 9.06 8.73 8.91 9.35 9.8 10.07 8 49 64 67 67 67 463 0.06 0.15 0.13 0.1 0.09 0.09 12 99 130 138 139 139 503 0.1 0.31 0.26 0.21 0.19 0.18 4 63 89 95 97 97 529 0.03 0.2 0.18 0.14 0.13 0.12 101 379 691 766 772 772 683 0.83 1.18 1.37 1.16 1.03 0.99 330 1,371 1,824 1,880 1,893 1,893 840 2.73 4.29 3.62 2.84 2.52 2.44 386 1,906 3,149 4,428 5,444 5,514 946 3.19 5.96 6.24 6.69 7.25 7.11 Oconee Nuclear Station J7 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Elapsed Time (hours)
Network 1 2 3 4 5 6 Exit Link Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 403 1,354 2,227 3,119 3,322 3,322 972 3.33 4.23 4.41 4.71 4.42 4.28 367 1,032 1,774 2,498 2,830 2,837 973 3.04 3.22 3.52 3.77 3.77 3.66 Oconee Nuclear Station J8 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1)
ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 360 Elapsed Time (min)
Figure J2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)
Oconee Nuclear Station J9 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J3. 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%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)
Oconee Nuclear Station J10 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J5. 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%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)
Oconee Nuclear Station J11 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 360 Elapsed Time (min)
Figure J7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)
ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 360 390 Elapsed Time (min)
Figure J8. ETE and Trip Generation: Winter, Midweek, Midday, Snow (Scenario 8)
Oconee Nuclear Station J12 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J9. 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%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10)
Oconee Nuclear Station J13 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 360 390 Elapsed Time (min)
Figure J11. 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%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)
Figure J12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)
Oconee Nuclear Station J14 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ETE and Trip Generation Winter, Weekend, Midday, Good, Special Event (Scenario 13)
Trip Generation ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 60 120 180 240 300 360 420 480 540 Elapsed Time (min)
Figure J13. 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%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0 30 60 90 120 150 180 210 240 270 300 330 360 Elapsed Time (min)
Figure J14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)
Oconee Nuclear Station J15 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
APPENDIX K Evacuation Roadway Network
K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a linknode analysis network was constructed to model the roadway network within the study area. Figure K1 provides an overview of the linknode analysis network. The figure has been divided up into 40 more detailed figures (Figure K2 through Figure K41) 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 September 2011. Table K1 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 K1. The roadway type identified in Table K1 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 K1 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 K2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pretimed signal, actuated signal, traffic control point) at that node.
Uncontrolled nodes are not included in Table K2. The location of each node can be observed by referencing the grid map number provided.
Oconee Nuclear Station K1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Rabun County u;.>e~ee Legend
~- Link ONS Q PAZ Index Grid
,...::: 2,5, 10, 15 Mile Rings t!ZL3 Shadow Region Figure K1. LinkNode Analysis Network Oconee Nuclear Station K2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Greenville COunty Grid Pickens County 1
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8054 Legend ONS Evacuation Time Estimate ONS ~- 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures
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- ~, Link EZl Shadow Region Grid 1 0 PAZ Index Grid _ _E:::::::::J_ _ _ _1Miles Basemap Co pyrig ht: ESR l 2012 Data Co pyright: KLD2012,Duke Ene rgy 2012 Figure K2. LinkNode Analysis Network - Grid 1 Oconee Nuclear Station K3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Macon County Rabun County
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- ~, Link E2J Shadow Region Grid 2 o PAZ l__ J Index Grid __=::::::11____1 Miles Basemap Co pyrig ht: ESR l 2012 Data Copyright: KLD2012,Duke Energy 2012 Figure K3. LinkNode Analysis Network - Grid 2 Oconee Nuclear Station K4 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
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- ~, Link E2J Shadow Region Grid 3 o PAZ l__ J Index Grid
__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K4. LinkNode Analysis Network - Grid 3 Oconee Nuclear Station K5 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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Evacuation Time Estimate Rev. 1
~- 2, 5, 10, 15 Mile RO o Water Ings EZl Figure K6. LinkNode Analysis Network - Grid 5 Oconee Nuclear Station K7 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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Evacuation Time Estimate Rev. 1
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__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K8. LinkNode Analysis Network - Grid 7 Oconee Nuclear Station K9 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
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- ~, Link E2J Shadow Region Grid 8 o PAZ l__ J Index Grid
__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K9. LinkNode Analysis Network - Grid 8 Oconee Nuclear Station K10 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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- ~, Link E2J Shadow Region Grid 9 o PAZ l__ J Index Grid
__E:::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K10. LinkNode Analysis Network - Grid 9 Oconee Nuclear Station K11 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
~- 2, 5, 10, 15 Mile RO o Water Ings E2J Shadow Region l __ J Index Grid Figure K11. LinkNode Analysis Network - Grid 10 Oconee Nuclear Station K12 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Time Estimate
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- ~, Link E2J Shadow Region Grid 11 o PAZ l__ J Index Grid
_ _=::::::11 ____0.5Miles 0.25 Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K12. LinkNode Analysis Network - Grid 11 Oconee Nuclear Station K13 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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- ~, Link ~ Shadow Region Grid 12 o PAZ Index Grid _ _E:::::::::J_ _ _ _0.5Miles Basem ap Co pyrig ht: ESRl2012 Data Co pyright: KLD2012,Duke Energy 2012 Figure K13. LinkNode Analysis Network - Grid 12 Oconee Nuclear Station K14 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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~- 2, 5, 10, 15 Mile Rings N a YSIS Network F"Igures o Water E2J Shadow Region Grid 13 l=~J Index Grid Miles Figure K14. LinkNode Analysis Network - Grid 13 Oconee Nuclear Station K15 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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Evacuation Time Estimate Rev. 1
ONS Evacuation Time Estimate
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- ~, Link E2J Shadow Region Grid 15 o PAZ l__ J Index Grid __E:::=____l Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K16. LinkNode Analysis Network - Grid 15 Oconee Nuclear Station K17 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Figure K17. LinkNode Analysis Network - Grid 16 Oconee Nuclear Station K18 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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- ~, Link E2J Shadow Region Grid 17 o PAZ l__ J Index Grid
__.:::::::=____0.5Miles Basemap Co pyrig ht:ESRl2012 Data Co pyright: KLD2012,Duke Energy 2012 Figure K18. LinkNode Analysis Network - Grid 17 Oconee Nuclear Station K19 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Time Estimate
"* ONS ~:: 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures o Node 0 Water
- ~, Link ~ Shadow Region Grid 18 o PAZ Index Grid _-====-_ _0.5 Miles Basem ap Co pyrig ht: ESRl2012 Data Co pyright: KLD2012,Duke Energy 2012 Figure K19. LinkNode Analysis Network - Grid 18 Oconee Nuclear Station K20 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
. T"me Estimate ONS Evacuatlo~ ~etwork Figures
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o Water E2J Shadow Region Grid 19
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Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
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0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 20 o PAZ l__ J Index Grid
__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K21. LinkNode Analysis Network - Grid 20 Oconee Nuclear Station K22 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
PAZ C-2 Legend ONS Evacuation Ti m e Estimate
'* ONS Node
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- ~, Link E2J Shadow Region Grid 21 o PAZ l__ J Index Grid
__E:::=____l Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K22. LinkNode Analysis Network - Grid 21 Oconee Nuclear Station K23 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ONS Evacuation Time Estim.ate
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- ~, Link E2J Shadow Region Grid 22 o PAZ l__ J Index Grid ';.._1::::=0*.5____1Miles Figure K23. LinkNode Analysis Network - Grid 22 Oconee Nuclear Station K24 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
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0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 23 o PAZ l__ J Index Grid
__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K24. LinkNode Analysis Network - Grid 23 Oconee Nuclear Station K25 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
___ I i
Legend ONS Evacuation Ti m e Estimate
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- ~, Link E2J Shadow Region Grid 24 o PAZ l__ J Index Grid
__I1:::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K25. LinkNode Analysis Network - Grid 24 Oconee Nuclear Station K26 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 25 o PAZ l__ J Index Grid
__.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K26. LinkNode Analysis Network - Grid 25 Oconee Nuclear Station K27 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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Legend ONS Evacuation Ti m e Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 26 o PAZ l__ J Index Grid
__.:::::::=____0.5Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K27. LinkNode Analysis Network - Grid 26 Oconee Nuclear Station K28 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
C)
ONS Evacuation Time Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 27 o PAZ l__ J Index Grid __E:::=____0.5Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K28. LinkNode Analysis Network - Grid 27 Oconee Nuclear Station K29 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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ONS Evacuation Time Estimate
"* ONS ~:: 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures o Node 0 Water
- ~, Link E2J Shadow Region Grid 28 o PAZ l=~J Index Grid _-===-___ Miles 0.5 Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K29. LinkNode Analysis Network - Grid 28 Oconee Nuclear Station K30 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Ti m e Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 29 o PAZ l__ J Index Grid
__.:::::::=____0.5Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K30. LinkNode Analysis Network - Grid 29 Oconee Nuclear Station K31 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
~- 2, 5, 10, 15 Mile RO o Water Ings
,~~ Shadow Region l ___ J Index Grid Figure K31. LinkNode Analysis Network - Grid 30 Oconee Nuclear Station K32 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
-_\ -
Gr id 31 Pike Rd Ford Rd ONS Evacuation Ti me Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 31 o PAZ l__ J Index Grid __E:::=____0.5Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K32. LinkNode Analysis Network - Grid 31 Oconee Nuclear Station K33 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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Figure K33. LinkNode Analysis Network - Grid 32 Oconee Nuclear Station K34 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
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ONS Evacuation Time Estimate
"* ONS ~ - 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures Node o Water
- ~, Link E2J Shadow Region Grid 33 o PAZ l__ J Index Grid ~_E::::=
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- _ _ _ _0.5Miles Figure K34. LinkNode Analysis Network - Grid 33 Oconee Nuclear Station K35 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ONS Evacuation Ti me Estimate o
ONS Node
~:: 2, 5, 10, 15 Mile Rings 0 Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 34 o PAZ l=~J Index Grid _-===-___ Miles 0.5 Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K35. LinkNode Analysis Network - Grid 34 Oconee Nuclear Station K36 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Legend ONS Evacuation Time Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 35 o PAZ l__ J Index Grid
__E:::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K36. LinkNode Analysis Network - Grid 35 Oconee Nuclear Station K37 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ONS Evacuation Time Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 36 o PAZ l__ J Index Grid __I1:::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K37. LinkNode Analysis Network - Grid 36 Oconee Nuclear Station K38 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
o Water E2J Shadow Region
,-----: Index Grid l ___ ---'
Figure K38. LinkNode Analysis Network - Grid 37 Oconee Nuclear Station K39 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
" T"1m e Estimate ONS Evacuation "
~ - 2, 5, 10, 15 Mile Rings Link-Node Analysis Network Figures Node 0 Water E2J Shadow Region Grid 38 l_ J Index Grid ~_E:::=O*.
5 _ _ _:
1 Miles Figure K39. LinkNode Analysis Network - Grid 38 Oconee Nuclear Station K40 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
o Water E2J Shadow Region
,-----: Index Grid l ___ ---'
Figure K40. LinkNode Analysis Network - Grid 39 Oconee Nuclear Station K41 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
ONS Evacuation Ti me Estimate
'* ONS Node
~ -
0 2, 5, 10, 15 Mile Rings Water Link-Node Analysis Network Figures
- ~, Link E2J Shadow Region Grid 40 o PAZ l__ J Index Grid __.:::::::=____1Miles Basemap Co pyrig ht: ESR l 2012 DataCo pyright:KLD2012,Duke Energy2012 Figure K41. LinkNode Analysis Network - Grid 40 Oconee Nuclear Station K42 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table K1. Evacuation Roadway Network Characteristics Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 1 2 54 US 178 Collector 1277 1 12 0 1700 45 5 2 2 55 US 178 Collector 9735 1 12 0 1700 50 5 3 3 4 US 123 Collector 6221 1 12 0 1700 45 25 4 4 3 US 123 Collector 6243 1 12 0 1700 45 25 5 4 5 US 123 Collector 3942 1 12 0 1750 45 25 6 5 4 US 123 Collector 3942 1 12 0 1700 45 25 7 5 6 US 76 Collector 1711 1 12 1 1750 40 25 8 5 161 US 76 Collector 949 1 12 1 1700 45 25 9 6 5 US 76 Collector 1711 1 12 1 1750 45 25 10 6 7 US 76 Collector 907 1 12 0 1750 25 25 11 7 6 US 76 Collector 907 1 12 0 1750 35 25 12 7 8 US 76 Collector 1056 1 12 0 1750 25 25 13 8 7 US 76 Collector 1056 1 12 0 1750 25 25 14 8 779 US 76 Minor Arterial 779 2 12 0 1900 40 25 15 9 10 US 76 Minor Arterial 1586 2 12 0 1750 40 25 16 9 779 US 76 Collector 521 2 12 0 1750 40 25 17 10 9 US 76 Minor Arterial 1586 2 12 0 1900 40 25 18 10 11 US 76 Minor Arterial 1870 2 12 0 1900 40 25 19 10 507 SR 24 Collector 4479 1 12 0 1700 40 25 20 11 10 US 76 Minor Arterial 1870 2 12 0 1750 40 25 21 11 12 US 76 Minor Arterial 1643 2 12 0 1900 50 25 22 12 11 US 76 Minor Arterial 1643 2 12 0 1900 50 25 23 12 798 US 76 Minor Arterial 3376 2 12 0 1900 60 25 24 13 14 US 76 Minor Arterial 4134 2 12 0 1900 60 25 25 13 798 US 76 Minor Arterial 189 2 12 0 1900 60 25 Oconee Nuclear Station K43 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 26 14 13 US 76 Minor Arterial 4134 2 12 0 1900 60 25 27 14 15 US 76 Minor Arterial 3617 2 12 0 1900 60 25 28 15 14 US 76 Minor Arterial 3617 2 12 0 1900 60 25 29 15 16 US 76 Minor Arterial 2773 2 12 1 1900 50 28 OFF RAMP 30 15 239 FROM US 123 Freeway Ramp 2014 1 12 0 1350 30 28 TO SR 11 31 16 15 US 76 Minor Arterial 2773 2 12 1 1900 50 28 32 16 17 US 76 Minor Arterial 6897 2 12 0 1900 60 28 33 17 16 US 76 Major Arterial 6897 2 12 0 1900 60 28 34 17 18 US 76 Minor Arterial 3401 2 12 0 1900 60 28 35 18 17 US 76 Minor Arterial 3401 2 12 0 1900 60 28 36 18 19 US 76 Minor Arterial 3510 2 12 0 1750 50 28 37 19 18 US 76 Minor Arterial 3510 2 12 0 1900 50 28 38 19 20 US 76 Minor Arterial 2080 2 12 0 1750 40 28 39 20 19 US 76 Minor Arterial 2080 2 12 0 1750 40 28 40 20 21 US 76 Minor Arterial 2158 2 12 0 1750 40 29 41 21 20 US 76 Minor Arterial 2158 2 12 0 1750 40 29 42 21 22 US 76 Minor Arterial 2016 2 12 0 1750 50 27 43 22 21 US 76 Minor Arterial 2016 2 12 0 1750 50 27 44 22 639 US 76 Minor Arterial 1009 2 12 0 1750 50 27 45 23 24 US 76 Minor Arterial 2469 2 12 0 1750 50 27 46 23 639 US 76 Minor Arterial 2073 2 12 0 1750 50 27 47 24 23 US 76 Minor Arterial 2469 2 12 0 1750 50 27 48 24 25 US 76 Minor Arterial 4413 2 12 0 1750 50 27 49 25 24 US 76 Minor Arterial 4413 2 12 0 1750 45 27 Oconee Nuclear Station K44 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 50 25 796 US 76 Minor Arterial 2494 2 12 0 1700 45 27 51 26 27 US 76 Minor Arterial 1027 2 12 0 1750 45 30 52 26 796 US 76 Minor Arterial 336 2 12 0 1700 50 30 53 27 26 US 76 Minor Arterial 1027 2 12 0 1750 45 30 54 27 28 US 76 Minor Arterial 2605 2 12 0 1750 50 30 55 28 27 US 76 Minor Arterial 2605 2 12 0 1750 50 30 56 28 29 US 76 Minor Arterial 9507 2 12 0 1750 60 30 57 29 28 US 76 Minor Arterial 9499 2 12 0 1750 60 30 58 29 30 US 76 Minor Arterial 5754 2 12 1 1750 60 30 59 30 29 US 76 Minor Arterial 5754 2 12 1 1750 60 30 60 30 638 US 76 Minor Arterial 3129 2 12 1 1900 60 30 61 31 636 US 76 Minor Arterial 1209 2 12 1 1900 60 30 62 31 637 SR 93 Minor Arterial 1009 2 12 3 1900 50 30 63 31 638 US 76 Minor Arterial 979 2 12 1 1900 60 30 64 32 33 US 76 Minor Arterial 2272 2 12 0 1750 45 33 65 32 528 US 76 Minor Arterial 2561 2 12 0 1750 45 30 66 32 748 SR 133 Minor Arterial 2225 2 12 0 1900 45 30 67 33 32 US 76 Minor Arterial 2272 2 12 0 1750 45 33 68 33 34 US 123 Minor Arterial 3412 2 12 1 1900 45 33 69 33 193 US 76 Minor Arterial 2647 2 12 0 1900 45 33 70 34 33 US 123 Minor Arterial 3412 2 12 1 1750 45 33 OFF RAMP 71 34 368 FROM US 123 Freeway Ramp 483 1 12 0 1750 45 33 TO SR 93 72 34 374 US 123 Freeway 1290 2 12 1 2250 45 33 73 35 36 US 123 Freeway 1834 2 12 1 2250 50 33 Oconee Nuclear Station K45 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 74 35 374 US 123 Freeway 6037 2 12 1 2250 45 33 OFF RAMP 75 35 531 FROM US 123 Freeway Ramp 905 1 12 0 1700 45 33 TO SR S3930 76 36 35 US 123 Freeway 1834 2 12 1 2250 50 33 77 36 37 US 123 Freeway 9296 2 12 1 2250 70 32 OFF RAMP 78 36 530 FROM US 123 Freeway Ramp 1048 1 12 0 1700 45 33 TO SR S3930 79 37 36 US 123 Freeway 9296 2 12 1 2250 70 32 80 37 38 US 123 Freeway 1802 2 12 1 2250 70 32 OFF RAMP FROM US 123 81 37 537 Freeway Ramp 968 1 12 0 1700 45 32 TO 18 MILE RD 82 38 37 US 123 Freeway 1802 2 12 1 2250 70 32 83 38 39 US 123 Freeway 5918 2 12 1 2250 70 32 OFF RAMP FROM US 123 84 38 536 Freeway Ramp 1009 1 12 0 1700 45 32 TO 18 MILE RD 85 39 38 US 123 Freeway 5918 2 12 1 2250 70 32 86 39 40 US 123 Freeway 6317 2 12 1 2250 70 32 87 40 39 US 123 Freeway 6317 2 12 1 2250 70 32 88 40 41 US 123 Freeway 9576 2 12 1 2250 70 23 89 41 40 US 123 Freeway 9597 2 12 1 2250 70 23 90 41 42 US 123 Freeway 2285 2 12 1 2250 70 23 Oconee Nuclear Station K46 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
OFF RAMP FROM US 123 91 41 547 TO Freeway Ramp 1235 1 12 0 1700 45 23 RUHAMMAH RD 92 42 41 US 123 Freeway 2285 2 12 1 2250 70 23 OFF RAMP FROM US 123 93 42 545 TO Freeway Ramp 1145 1 12 0 1700 45 23 RUHAMMAH RD 94 42 704 US 123 Freeway 4976 2 12 1 2250 70 23 95 43 44 US 123 Freeway 2149 2 12 1 2250 70 23 96 43 704 US 123 Freeway 4614 2 12 1 2250 70 23 97 44 43 US 123 Freeway 2149 2 12 1 2250 70 23 98 44 45 US 123 Freeway 1658 2 12 1 2250 70 23 ON RAMP TO 99 44 84 US 178 FROM Freeway Ramp 844 1 12 0 1700 45 23 US 123 100 45 44 US 123 Freeway 1658 2 12 1 2250 70 23 101 45 46 US 123 Freeway 4474 2 12 1 2250 70 23 ON RAMP TO 102 45 83 US 178 FROM Freeway Ramp 874 1 12 0 1700 45 23 US 123 103 46 45 US 123 Freeway 4443 2 12 1 2250 70 23 104 46 47 US 123 Freeway 1831 2 12 1 2250 70 23 Oconee Nuclear Station K47 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
US 123 ON 105 46 790 RAMP FROM Freeway Ramp 1119 1 12 4 1700 40 23 SR S3953 106 47 46 US 123 Freeway 1831 2 12 1 2250 70 23 107 47 48 US 123 Freeway 12426 2 12 1 2250 70 23 US 123 ON 108 47 789 RAMP FROM Freeway Ramp 867 1 12 4 1700 40 23 SR S3953 109 48 47 US 123 Freeway 12426 2 12 1 2250 70 23 110 48 49 US 123 Freeway 3648 2 12 1 2250 70 24 111 49 48 US 123 Freeway 3648 2 12 1 2250 70 24 112 49 50 US 123 Freeway 1502 2 12 1 2250 70 24 113 50 51 US 123 Freeway 1278 2 12 1 2250 60 24 114 51 52 US 123 Freeway 4223 2 12 1 2250 55 24 115 51 667 US 123 Freeway 2011 2 12 0 2250 60 24 116 52 51 US 123 Freeway 4223 2 12 1 2250 55 24 117 52 53 US 123 Freeway 1470 2 12 1 2250 55 24 118 53 52 US 123 Freeway 1470 2 12 1 2250 55 24 119 54 2 US 178 Collector 1277 1 12 0 1700 45 5 120 54 271 SR 11 Collector 4839 1 12 3 1700 60 5 121 54 729 US 178 Collector 2269 1 12 0 1700 45 5 122 55 2 US 178 Collector 9739 1 12 0 1700 50 5 123 55 56 US 178 Collector 1243 1 12 0 1700 50 5 124 56 55 US 178 Collector 1243 1 12 0 1700 50 5 125 56 57 US 178 Collector 9163 1 12 0 1700 50 6 126 57 56 US 178 Collector 9163 1 12 0 1700 50 6 Oconee Nuclear Station K48 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 127 57 58 US 178 Collector 2902 1 12 0 1700 50 6 128 58 57 US 178 Collector 2891 1 12 0 1700 50 6 129 58 59 US 178 Collector 2092 1 12 0 1700 45 6 130 59 58 US 178 Collector 2092 1 12 0 1700 45 6 131 59 60 US 178 Collector 1371 1 12 0 1700 45 6 132 60 59 US 178 Collector 1340 1 12 0 1700 45 6 133 60 668 US 178 Collector 1068 1 12 0 1750 55 6 134 61 62 US 178 Minor Arterial 2797 2 12 0 1900 55 6 135 61 668 US 178 Collector 1645 2 12 0 1750 55 6 136 62 61 US 178 Minor Arterial 2815 2 12 0 1900 55 6 137 62 63 US 178 Collector 1031 2 12 0 1900 45 11 138 63 62 US 178 Collector 1031 2 12 0 1900 45 11 139 63 64 US 178 Minor Arterial 1983 2 12 0 1750 55 11 140 64 63 US 178 Minor Arterial 1990 2 12 0 1900 55 11 141 64 65 US 178 Minor Arterial 3431 2 12 0 1750 45 11 142 65 64 US 178 Minor Arterial 3431 2 12 0 1750 45 11 143 65 66 US 178 Minor Arterial 4809 1 12 0 1750 45 11 144 66 65 US 178 Minor Arterial 4775 2 12 0 1750 45 11 145 66 67 US 178 Minor Arterial 368 2 12 0 1750 45 11 146 67 66 US 178 Minor Arterial 368 1 12 0 1750 45 11 147 67 68 US 178 Collector 414 1 12 0 1750 40 11 148 67 116 SR 183 Minor Arterial 655 2 12 0 1750 45 11 149 68 67 US 178 Minor Arterial 414 2 12 0 1750 40 11 150 68 69 US 178 Minor Arterial 441 1 12 0 1750 40 11 151 69 68 US 178 Minor Arterial 441 2 12 0 1750 40 11 152 69 70 US 178 Minor Arterial 3372 2 12 0 1900 55 11 Oconee Nuclear Station K49 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 153 70 69 US 178 Minor Arterial 3365 2 12 0 1750 55 11 154 70 71 US 178 Collector 2743 1 12 0 1750 55 13 155 71 70 US 178 Collector 2743 1 12 0 1700 55 13 156 71 72 US 178 Collector 3340 1 12 0 1750 55 13 157 72 71 US 178 Collector 3340 1 12 0 1750 55 13 158 72 73 US 178 Collector 4015 1 12 0 1700 55 13 159 73 72 US 178 Collector 4026 1 12 0 1750 55 13 160 73 74 US 178 Collector 2719 1 12 0 1700 55 13 161 74 73 US 178 Collector 2719 1 12 0 1700 55 13 162 74 75 US 178 Collector 1818 1 12 0 1700 55 13 163 75 74 US 178 Collector 1818 1 12 0 1700 55 13 164 75 670 US 178 Collector 2106 1 12 0 1700 55 13 165 76 77 US 178 Collector 5691 1 12 0 1700 55 23 166 76 670 US 178 Collector 2941 1 12 0 1700 55 23 167 77 76 US 178 Collector 5691 1 12 0 1750 55 23 168 77 78 US 178 Collector 4722 1 12 0 1700 55 23 169 78 77 US 178 Collector 4722 1 12 0 1700 55 23 170 78 79 US 178 Collector 2111 1 12 2 1750 45 23 171 79 78 US 178 Collector 2111 1 12 2 1700 45 23 172 79 80 US 178 Collector 1530 1 12 4 1575 35 23 173 79 386 SR 93 Collector 1118 1 12 0 1700 40 23 174 80 79 US 178 Collector 1556 1 12 4 1750 45 23 175 80 81 US 178 Collector 1741 1 12 4 1700 45 23 176 81 80 US 178 Collector 1742 1 12 4 1700 45 23 177 81 82 US 178 Collector 1421 1 12 4 1700 45 23 178 82 81 US 178 Collector 1421 1 12 4 1700 45 23 Oconee Nuclear Station K50 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 179 82 83 US 178 Collector 3527 1 12 0 1700 45 23 ON RAMP TO 180 83 44 US 123 FROM Freeway Ramp 826 1 12 0 1700 45 23 US 178 181 83 82 US 178 Collector 3527 1 12 0 1700 45 23 182 83 84 US 178 Collector 448 1 12 1 1700 45 23 ON RAMP TO 183 84 45 US 123 FROM Freeway Ramp 895 1 12 0 1700 45 23 US 178 184 84 83 US 178 Collector 448 1 12 1 1700 45 23 185 84 85 US 178 Collector 5433 1 12 0 1700 50 23 186 85 84 US 178 Collector 5447 1 12 0 1700 50 23 187 85 86 US 178 Collector 4197 1 12 0 1700 55 23 188 86 85 US 178 Collector 4197 1 12 0 1700 55 23 189 86 87 US 178 Collector 3078 1 12 0 1700 60 23 190 87 86 US 178 Collector 3078 1 12 0 1700 60 23 191 87 546 US 178 Collector 8466 1 12 4 1700 60 35 192 88 89 US 178 Collector 6018 1 12 0 1700 60 35 193 88 546 US 178 Collector 1784 1 12 0 1700 60 35 194 89 88 US 178 Collector 6018 1 12 0 1700 60 35 195 89 90 US 178 Collector 4128 1 12 0 1700 60 35 196 89 499 SR 88 Collector 3768 1 12 0 1700 55 35 197 90 89 US 178 Collector 4128 1 12 0 1700 60 35 198 90 91 US 178 Collector 7855 1 12 0 1700 60 35 199 91 90 US 178 Collector 7855 1 12 0 1700 60 35 200 91 92 US 178 Collector 2607 1 12 0 1700 60 35 Oconee Nuclear Station K51 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 201 92 91 US 178 Collector 2607 1 12 0 1700 60 35 202 92 93 US 178 Collector 5857 1 12 0 1700 60 35 203 93 92 US 178 Collector 5857 1 12 0 1700 60 35 204 93 94 US 178 Collector 2803 1 12 0 1700 60 40 205 94 93 US 178 Collector 2803 1 12 0 1700 60 40 206 94 95 US 178 Collector 1953 1 12 0 1700 60 40 207 95 94 US 178 Collector 1953 1 12 0 1700 60 40 208 95 96 US 178 Collector 3680 1 12 0 1700 60 40 209 96 95 US 178 Collector 3680 1 12 0 1700 60 40 210 96 97 US 178 Collector 2742 1 12 0 1700 60 40 211 97 96 US 178 Collector 2742 1 12 0 1700 60 40 212 97 741 US 178 Collector 4315 1 12 0 1700 60 40 213 98 99 SR 183 Collector 3607 1 12 0 1700 50 21 214 98 131 SR 130 Collector 2093 1 12 1 1700 60 21 215 98 166 SR 130 Collector 2085 1 12 1 1700 60 21 216 99 98 SR 183 Collector 3607 1 12 0 1750 50 21 217 99 100 SR 183 Collector 4703 1 12 0 1700 50 21 218 100 101 SR 183 Collector 4883 1 12 0 1700 50 21 219 100 737 SR 39160 Collector 1400 1 12 4 1700 45 21 220 101 102 SR 183 Collector 7322 1 12 0 1700 60 21 221 102 103 SR 183 Collector 2351 1 12 0 1700 60 9 222 103 104 SR 183 Collector 3623 1 12 0 1700 60 9 223 104 113 SR 183 Collector 1548 1 12 0 1700 60 9 224 105 106 SR 183 Collector 6803 1 12 0 1700 60 10 225 106 107 SR 183 Collector 5247 1 12 0 1700 60 10 226 107 108 SR 183 Collector 6073 1 12 0 1700 60 10 Oconee Nuclear Station K52 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 227 108 109 SR 183 Collector 1636 1 12 0 1700 60 10 228 109 110 SR 183 Collector 4523 1 12 0 1700 60 10 229 110 111 SR 183 Collector 7154 1 12 2 1700 45 10 230 111 112 SR 183 Collector 4512 1 12 2 1750 40 11 231 112 114 SR 183 Minor Arterial 1058 2 12 0 1900 40 11 232 113 105 SR 183 Collector 4679 1 12 0 1700 60 10 233 113 443 SR 133 Collector 8222 1 12 0 1700 60 9 234 114 115 SR 183 Minor Arterial 2615 2 12 0 1750 35 11 235 115 66 SR 183 Minor Arterial 1065 2 12 0 1750 45 11 236 116 67 SR 183 Minor Arterial 655 2 12 0 1750 45 11 237 116 117 SR 183 Minor Arterial 487 2 12 0 1750 45 11 238 117 116 SR 183 Minor Arterial 487 2 12 0 1750 45 11 239 117 118 SR 183 Minor Arterial 943 2 12 0 1900 45 11 240 117 558 SR 8 Minor Arterial 462 2 12 0 1750 45 11 241 118 119 SR 183 Minor Arterial 1151 2 12 0 1750 45 11 242 119 120 SR 183 Collector 2550 1 12 2 1700 45 11 243 119 124 SR 8 Minor Arterial 3336 2 12 0 1900 45 11 244 120 121 SR 183 Collector 3611 1 12 2 1700 45 11 245 121 122 SR 183 Collector 5279 1 12 2 1700 45 12 246 122 123 SR 183 Collector 9008 1 12 2 1700 45 12 247 124 125 SR 8 Minor Arterial 1542 2 12 0 1900 50 11 248 125 126 SR 8 Collector 2024 1 12 0 1700 60 11 249 126 127 SR 8 Collector 8743 1 12 0 1700 60 12 250 127 128 SR 186 Collector 3939 1 9 0 1700 55 6 251 127 129 SR 8 Collector 1895 1 12 0 1700 60 6 252 129 130 SR 8 Collector 4838 1 12 0 1700 60 6 Oconee Nuclear Station K53 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 253 131 98 SR 130 Collector 2094 1 12 1 1750 60 21 254 131 649 SR 130 Collector 1935 1 12 1 1700 60 21 255 132 133 SR 130 Collector 3035 1 12 3 1750 55 21 256 133 134 SR 183 Collector 9927 1 12 1 1700 55 21 257 133 272 SR 130 Collector 2295 1 12 1 1700 45 21 258 134 135 SR 183 Collector 9236 1 12 1 1700 55 20 259 135 136 SR 183 Collector 2884 1 12 0 1700 55 20 260 136 137 SR 183 Collector 5358 1 12 0 1700 55 20 261 136 693 LECROY RD Collector 4581 1 12 4 1700 40 20 262 137 138 SR 183 Collector 2656 1 12 0 1700 55 20 263 138 139 SR 183 Collector 2469 1 12 0 1700 55 20 264 139 140 SR 183 Collector 3960 1 12 0 1700 55 20 265 140 141 SR 183 Collector 4038 1 12 3 1700 55 20 CHRISTOPHER 266 140 249 Collector 2800 1 12 1 1700 45 20 S RD 267 141 142 SR 183 Collector 2482 1 12 3 1700 55 20 268 142 143 SR 183 Collector 1505 1 12 3 1700 55 20 269 143 144 SR 183 Collector 3670 1 12 3 1700 55 17 270 144 145 SR 183 Minor Arterial 1135 2 12 1 1750 45 17 271 145 146 SR 183 Minor Arterial 4871 2 12 0 1900 50 19 272 146 147 SR 183 Collector 1527 1 15 0 1750 40 19 273 147 312 SR 28 Collector 605 2 12 0 1750 45 19 274 148 149 SR 183 Collector 1720 1 12 2 1700 45 19 275 149 150 SR 183 Collector 2457 1 12 2 1700 45 19 276 150 151 SR 183 Collector 6171 1 12 0 1700 50 19 277 151 152 SR 183 Collector 2403 1 12 0 1700 60 25 Oconee Nuclear Station K54 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 278 152 153 SR 183 Collector 4851 1 12 0 1700 60 25 279 153 154 SR 183 Collector 6395 1 12 0 1700 60 25 280 154 155 SR 183 Collector 1532 1 12 0 1700 55 25 281 155 156 SR 183 Collector 2727 1 12 0 1700 55 25 282 156 157 SR 183 Collector 3295 1 12 5 1700 45 25 283 157 158 SR 183 Collector 3337 1 12 2 1750 45 25 284 158 159 SR 183 Collector 2944 1 12 4 1700 40 25 285 159 160 SR 183 Collector 578 1 12 5 1700 45 25 286 160 6 SR 183 Collector 739 1 12 5 1750 45 25 287 161 5 US 76 Collector 949 1 12 1 1750 45 25 288 161 163 US 76 Collector 2457 1 12 1 1700 45 25 289 163 161 US 76 Collector 2498 1 12 1 1700 45 25 290 163 164 US 76 Collector 1663 1 12 1 1700 45 25 291 164 163 US 76 Collector 1663 1 12 1 1700 45 25 292 164 165 US 76 Collector 8464 1 12 1 1700 45 25 293 165 164 US 76 Collector 8464 1 12 1 1700 45 25 294 166 167 SR 130 Collector 6999 1 12 1 1700 60 21 295 167 168 SR 130 Collector 7250 1 12 1 1700 60 21 296 168 169 SR 130 Collector 4284 1 12 1 1700 60 21 297 169 170 SR 130 Collector 5053 1 12 1 1700 55 30 298 170 171 SR 130 Collector 5029 1 12 1 1750 55 30 299 171 172 SR 130 Collector 4329 1 12 1 1700 55 30 300 172 797 SR 130 Collector 2146 1 12 1 1750 55 30 301 173 26 SR 130 Minor Arterial 1172 2 12 0 1750 45 30 302 174 173 SR 130 Minor Arterial 4461 2 12 0 1900 45 29 303 175 176 SR 130 Minor Arterial 6298 2 12 0 1900 45 29 Oconee Nuclear Station K55 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 304 175 577 SR 130 Minor Arterial 462 2 12 0 1750 25 29 305 175 645 SR 59 Minor Arterial 717 2 12 0 1750 45 29 306 176 22 SR 130 Minor Arterial 1535 2 12 0 1750 45 29 J P STEVENS 307 177 178 Collector 1588 1 12 0 1700 60 30 RD 308 177 190 W CHERRY RD Collector 5951 1 12 0 1700 50 30 309 178 179 SHILOH RD Collector 3082 1 12 0 1700 55 30 310 179 180 SHILOH RD Collector 3379 1 12 0 1700 55 30 311 180 181 SHILOH RD Collector 5046 1 12 0 1700 55 30 312 181 182 SHILOH RD Collector 3102 1 12 0 1700 55 30 313 182 183 SHILOH RD Collector 4306 1 12 0 1700 50 30 314 183 231 SHILOH RD Collector 1975 1 12 0 1700 50 30 315 184 185 SHILOH RD Collector 1787 1 10 0 1700 45 30 316 185 186 SHILOH RD Collector 1430 1 10 0 1700 45 30 317 186 187 SHILOH RD Collector 2026 1 10 0 1700 45 30 318 187 188 SHILOH RD Local Roadway 390 1 10 0 675 15 30 319 188 648 SR S3737 Local Roadway 1428 1 10 0 900 20 30 320 189 174 CHERRY ST Local Roadway 445 1 12 0 1750 25 29 321 189 588 SR S3737 Local Roadway 898 1 10 0 1125 25 29 322 190 191 W CHERRY RD Collector 2647 1 12 4 1700 50 33 323 191 192 RT 22 Collector 4808 1 12 1 1750 40 33 324 192 195 US 76 Minor Arterial 5037 2 12 4 1900 55 33 325 192 196 US 76 Minor Arterial 4992 2 12 4 1900 55 33 326 193 33 US 76 Minor Arterial 2647 2 12 0 1750 45 33 Oconee Nuclear Station K56 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
OFF RAMP 327 193 365 FROM US 76 Freeway Ramp 919 1 12 0 1700 45 33 TO SR 93 328 193 572 US 76 Minor Arterial 1416 2 12 0 1900 45 33 329 194 195 US 76 Minor Arterial 1265 2 12 4 1900 45 33 330 194 572 US 76 Minor Arterial 603 2 12 0 1900 50 33 331 195 192 US 76 Minor Arterial 5031 2 12 4 1750 55 33 332 195 194 US 76 Minor Arterial 1265 2 12 4 1750 45 33 333 195 487 RT 28 Collector 3913 1 12 2 1575 35 33 334 196 192 US 76 Minor Arterial 4992 2 12 4 1750 55 33 335 196 197 US 76 Minor Arterial 6497 2 12 4 1750 55 39 336 197 196 US 76 Minor Arterial 6497 2 12 4 1900 55 39 337 197 198 US 76 Minor Arterial 3072 2 12 4 1750 60 39 338 198 197 US 76 Minor Arterial 3072 2 12 4 1750 60 39 339 198 199 US 76 Minor Arterial 3674 2 12 4 1750 55 39 340 199 198 US 76 Minor Arterial 3675 2 12 4 1750 55 39 341 199 200 US 76 Minor Arterial 7042 2 12 2 1750 55 39 342 200 199 US 76 Minor Arterial 7042 2 12 2 1750 55 39 343 200 201 US 76 Minor Arterial 4330 2 12 2 1900 55 39 344 201 200 US 76 Minor Arterial 4322 2 12 2 1750 55 39 345 201 202 US 76 Minor Arterial 7893 2 12 2 1900 55 39 346 202 201 US 76 Minor Arterial 7911 2 12 2 1900 55 39 347 203 204 SR 59 Minor Arterial 3832 2 12 0 1900 45 29 348 204 205 SR 59 Minor Arterial 1701 2 12 0 1750 45 29 349 205 206 SR 59 Minor Arterial 2282 2 12 0 1900 50 29 350 206 209 SR 59 Collector 1279 1 12 0 1700 50 29 Oconee Nuclear Station K57 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 351 207 208 SR 59 Minor Arterial 950 2 12 0 1750 45 29 352 208 203 SR 59 Minor Arterial 1777 2 12 0 1900 45 29 353 209 715 SR 59 Collector 4804 1 12 0 1700 60 37 354 210 211 SR 59 Collector 6380 1 12 0 1700 60 37 355 211 212 SR 59 Collector 2418 1 12 0 1700 60 37 356 212 213 SR 59 Collector 2224 1 12 0 1700 60 37 357 213 214 SR 59 Collector 1984 1 12 0 1700 60 37 CROSS ROADS 358 213 716 Collector 1297 1 12 4 1700 60 37 DR 359 214 215 SR 59 Collector 1679 1 12 0 1700 60 37 360 214 716 SH 24 Collector 1613 1 12 4 1700 45 37 361 215 214 SR 59 Collector 1680 1 12 0 1700 60 37 362 215 216 SR 59 Collector 3521 1 12 0 1700 60 37 363 216 217 SR 59 Collector 4154 1 12 0 1700 60 37 364 218 219 SR S3721 Collector 3038 1 12 0 1700 50 38 365 219 220 SR S3721 Collector 4014 1 12 0 1700 45 38 366 220 221 SR S3721 Collector 7965 1 12 0 1700 50 38 367 221 222 SR S3721 Collector 3495 1 12 0 1700 50 38 368 222 223 SR S3721 Collector 4480 1 12 0 1700 45 38 369 223 224 SR S3721 Collector 4610 1 12 0 1700 45 38 370 224 225 SR S3721 Collector 5339 1 12 0 1700 45 30 371 225 226 WELLS HWY Collector 2882 1 12 0 1700 50 30 372 226 227 WELLS HWY Collector 3292 1 12 0 1700 55 29 373 227 228 WELLS HWY Collector 2258 1 12 0 1700 60 29 374 228 205 WELLS HWY Collector 1359 1 12 0 1750 60 29 375 229 225 WELLS HWY Collector 4870 1 12 1 1700 50 30 Oconee Nuclear Station K58 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 376 230 229 WELLS HWY Collector 4810 1 12 1 1700 50 30 377 231 184 SHILOH RD Collector 2622 1 10 0 1700 45 30 378 231 230 WELLS HWY Collector 2154 1 12 1 1700 50 30 379 232 205 WELLS HWY Collector 1380 1 12 1 1750 45 29 380 233 234 SR 11 Collector 9801 1 12 0 1700 40 19 381 234 235 SR 11 Collector 6013 1 12 0 1700 60 25 382 235 236 SR 11 Collector 4399 1 12 0 1700 60 25 383 236 643 SR 11 Collector 3662 1 12 0 1750 55 25 384 237 238 SR 11 Collector 5290 1 12 0 1750 60 28 385 238 239 SR 11 Collector 1437 1 12 0 1700 60 28 OLD SENECA 386 238 613 Collector 885 1 12 1 1700 45 28 RD ON RAMP TO 387 239 15 US 123 FROM Freeway Ramp 1991 1 12 0 1700 45 28 SR 11 388 239 240 SR 11 Collector 2969 1 12 0 1700 55 28 389 240 241 SR 11 Collector 4587 1 12 0 1700 55 28 390 241 242 SR 11 Collector 10867 1 12 0 1700 55 36 391 242 243 SR 11 Collector 8565 1 12 0 1700 55 36 392 244 233 SR 11 Collector 1106 2 12 3 1575 35 20 393 245 615 SR 11 Collector 3234 1 12 3 1750 45 20 394 246 245 SR 11 Collector 5999 1 12 3 1700 60 20 395 247 246 SR 11 Collector 5226 1 12 3 1700 55 20 396 248 247 SR 11 Collector 4697 1 12 3 1700 50 20 CHRISTOPHER 397 249 140 Collector 2793 1 12 1 1700 45 20 S RD 398 249 248 SR 11 Collector 2509 1 12 3 1700 60 20 Oconee Nuclear Station K59 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 399 249 250 SR 11 Collector 8500 1 12 3 1700 60 20 400 250 249 SR 11 Collector 8500 1 12 3 1700 60 20 401 250 251 SR 11 Collector 3640 1 12 3 1700 60 8 402 251 250 SR 11 Collector 3653 1 12 3 1700 60 8 403 251 252 SR 11 Collector 3055 1 12 4 1700 60 8 404 252 251 SR 11 Collector 3055 1 12 4 1700 60 8 405 252 253 SR 11 Collector 2510 1 12 4 1700 60 8 406 253 252 SR 11 Collector 2510 1 12 4 1700 60 8 407 253 254 SR 11 Collector 3131 1 12 4 1700 60 8 408 254 253 SR 11 Collector 3131 1 12 4 1700 60 8 409 254 697 SR 11 Collector 937 1 12 4 1700 45 8 410 255 256 SR 11 Collector 5719 1 12 3 1700 60 8 411 255 697 SR 11 Collector 4336 1 12 3 1700 60 8 412 256 255 SR 11 Collector 5719 1 12 3 1700 60 8 413 256 257 SR 11 Collector 1770 1 12 3 1700 45 8 414 257 256 SR 11 Collector 1770 1 12 3 1700 45 8 415 257 258 SR 11 Collector 1681 1 12 3 1700 55 8 416 258 257 SR 11 Collector 1680 1 12 3 1700 55 8 417 258 259 SR 11 Collector 2155 1 12 3 1700 60 8 418 259 258 SR 11 Collector 2155 1 12 3 1700 60 8 419 259 260 SR 11 Collector 7026 1 12 3 1700 60 8 420 260 259 SR 11 Collector 7025 1 12 3 1700 60 8 421 260 261 SR 11 Collector 14628 1 12 3 1700 60 8 422 261 262 SR 11 Collector 4303 1 12 3 1700 60 4 423 262 263 SR 11 Collector 2251 1 12 3 1700 60 4 424 263 665 SR 11 Collector 10475 1 12 3 1700 60 4 Oconee Nuclear Station K60 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 425 264 265 SR 11 Collector 9399 1 12 3 1700 60 4 426 265 266 SR 11 Collector 5687 1 12 3 1700 60 4 427 266 267 SR 11 Collector 5542 1 12 3 1700 60 5 428 267 268 SR 11 Collector 10480 1 12 3 1700 60 5 429 268 269 SR 11 Collector 3814 1 12 3 1700 60 5 430 269 270 SR 11 Collector 4444 1 12 3 1700 60 5 431 270 54 SR 11 Collector 4801 1 12 3 1700 60 5 432 272 273 SR 130 Collector 6818 1 12 1 1700 50 21 433 273 274 SR 130 Collector 3409 1 12 1 1575 35 9 434 274 275 SR 130 Collector 2623 1 12 1 1700 40 9 435 275 276 SR 130 Collector 2664 1 12 1 1700 50 9 436 276 277 SR 130 Collector 2994 1 12 1 1700 50 9 437 277 278 SR 130 Collector 1527 1 12 1 1700 50 8 438 278 279 SR 130 Collector 1842 1 12 1 1700 50 8 439 279 280 SR 130 Collector 6911 1 12 1 1700 50 8 440 280 281 SR 130 Collector 1191 1 12 1 1700 50 8 441 281 282 SR 130 Collector 2498 1 12 1 1700 50 8 442 282 283 SR 130 Collector 2059 1 12 0 1700 50 8 443 283 284 SR 130 Collector 3950 1 12 0 1700 45 8 444 284 285 SR 130 Collector 4098 1 12 0 1700 50 8 445 285 286 SR 130 Collector 2152 1 12 0 1700 50 8 446 286 260 SR 130 Collector 1538 1 12 0 1700 50 8 447 287 260 SR 130 Collector 2073 1 12 0 1700 55 8 448 288 287 SR 130 Collector 2052 1 12 0 1700 55 3 449 289 288 SR 130 Collector 3005 1 12 0 1700 55 3 450 289 290 SR 130 Collector 3710 1 12 0 1700 55 3 Oconee Nuclear Station K61 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 451 290 291 SR 130 Collector 1252 1 12 0 1700 45 3 452 291 292 SR 130 Collector 1150 1 12 0 1700 45 3 453 292 293 SR 130 Collector 2692 1 12 0 1700 55 3 454 293 294 SR 130 Collector 2174 1 12 0 1700 55 3 455 294 295 SR 130 Collector 2418 1 12 0 1700 55 3 456 295 296 SR 130 Collector 1955 1 12 0 1700 45 3 457 296 297 SR 130 Collector 1636 1 12 0 1700 45 3 458 297 298 SR 130 Collector 1517 1 12 0 1700 45 3 459 298 299 SR 130 Collector 2642 1 12 0 1700 55 3 460 299 300 SR 130 Collector 1458 1 12 0 1700 45 3 461 300 301 SR 130 Collector 4109 1 12 0 1700 55 3 462 301 302 SR 130 Collector 3644 1 12 0 1700 55 3 463 302 303 SR 130 Collector 1912 1 12 0 1575 35 3 464 304 305 SR 28 Minor Arterial 3541 2 12 0 1900 45 27 465 304 306 SR 28 Minor Arterial 6087 2 12 0 1900 50 26 466 305 22 SR 28 Minor Arterial 3471 2 12 0 1750 45 27 467 306 304 SR 28 Minor Arterial 6087 2 12 0 1750 50 26 468 306 307 SR 28 Minor Arterial 8971 2 12 0 1900 50 26 469 307 308 SR 28 Minor Arterial 7094 2 12 0 1900 50 20 470 308 244 SR 28 Collector 1715 1 12 2 1700 45 20 471 308 309 SR 28 Minor Arterial 2363 2 12 0 1900 45 20 472 309 310 SR 28 Minor Arterial 2729 2 12 0 1750 45 19 473 310 594 SR 28 Minor Arterial 1515 2 12 0 1750 45 19 474 311 147 SR 28 Minor Arterial 655 2 12 0 1750 45 19 475 312 148 SR 183 Collector 815 1 15 4 1750 40 19 476 312 313 SR 28 Minor Arterial 867 2 12 4 1750 45 19 Oconee Nuclear Station K62 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 477 313 312 SR 28 Collector 867 1 12 1 1750 45 19 478 313 314 SR 28 Minor Arterial 992 2 12 0 1750 45 19 479 314 313 SR 28 Minor Arterial 993 2 12 1 1750 45 19 480 314 315 SR 28 Collector 2258 1 12 0 1900 45 19 481 315 314 SR 28 Minor Arterial 2258 2 12 1 1750 45 19 482 315 339 SR S3736 Collector 3975 1 12 2 1700 45 19 483 316 315 SR 28 Collector 1850 1 12 2 1700 45 19 484 317 316 SR 28 Collector 3341 1 12 2 1700 45 19 485 318 317 SR 28 Collector 1479 1 12 2 1700 50 19 486 318 319 SR 28 Collector 6378 1 12 2 1700 50 16 487 319 320 SR 28 Collector 3240 1 12 2 1700 45 16 488 320 321 SR 28 Collector 1175 1 12 2 1350 30 16 489 321 322 SR 28 Collector 990 1 12 2 1350 30 16 490 322 323 SR 28 Collector 1446 1 12 2 1700 40 16 491 323 324 SR 28 Collector 1746 1 12 2 1700 45 16 492 324 325 SR 28 Collector 2180 1 12 2 1700 40 16 493 325 326 SR 28 Collector 542 1 12 2 1125 25 16 494 326 327 SR 28 Collector 913 1 12 2 1575 35 16 495 327 328 SR 28 Collector 3454 1 12 2 1700 55 16 496 328 329 SR 28 Collector 3411 1 12 2 1700 55 7 497 329 330 SR 28 Collector 5700 1 12 4 1700 55 7 498 330 331 SR 28 Collector 2822 1 12 2 1700 55 7 499 330 349 SR 107 Collector 5758 1 11 0 1700 50 7 500 331 332 SR 28 Collector 1601 1 12 2 1700 55 7 501 332 333 SR 28 Collector 1156 1 12 2 1700 55 7 502 333 334 SR 28 Collector 3347 1 12 2 1700 55 7 Oconee Nuclear Station K63 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 503 334 335 SR 28 Collector 2749 1 12 2 1575 35 7 504 336 799 SR S3736 Collector 2895 1 12 2 1700 45 25 505 337 336 SR S3736 Collector 5637 1 12 2 1700 45 25 506 338 337 SR S3736 Collector 6401 1 12 2 1700 45 18 507 339 338 SR S3736 Collector 5093 1 12 2 1700 45 19 508 340 304 SR 188 Collector 3229 1 12 2 1750 45 27 509 341 340 SR 188 Collector 4551 1 12 2 1700 45 27 510 342 341 SR 188 Collector 8785 1 12 2 1700 45 27 511 343 342 SR 188 Collector 1914 1 12 2 1700 45 20 512 344 343 SR 188 Collector 7831 1 12 2 1700 55 20 513 344 345 SR 188 Collector 4017 1 12 1 1700 55 20 514 345 346 SR 188 Collector 2322 1 12 1 1700 50 20 515 346 347 SR 188 Collector 3188 1 12 1 1700 50 20 516 347 348 SR 188 Collector 2219 1 12 1 1700 50 20 517 348 135 SR 188 Collector 4206 1 12 1 1700 50 20 518 349 350 SR 107 Collector 4492 1 11 0 1700 50 7 519 350 351 SR 107 Collector 1879 1 11 0 1700 50 7 520 351 352 SR 107 Collector 3916 1 11 0 1700 50 7 521 352 353 SR 107 Collector 4454 1 11 0 1700 50 7 522 353 354 SR 107 Collector 6370 1 11 0 1700 50 7 523 354 355 SR 107 Collector 2724 1 11 0 1125 25 7 524 355 356 SR 107 Collector 3156 1 11 0 1700 50 2 525 356 357 SR 107 Collector 3012 1 11 0 1700 50 2 526 357 358 SR 107 Collector 7408 1 11 0 1700 60 2 527 358 359 SR 107 Collector 1483 1 11 0 1700 40 2 528 359 360 SR 107 Collector 2755 1 11 0 1700 40 2 Oconee Nuclear Station K64 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 529 360 361 SR 107 Collector 3588 1 11 0 1575 35 2 530 362 603 SR 93 Minor Arterial 1727 2 12 3 1750 50 30 531 362 637 SR 93 Minor Arterial 4153 2 12 3 1900 50 30 532 363 605 SR 93 Minor Arterial 1844 2 12 3 1750 40 30 533 363 607 SR 93 Minor Arterial 931 2 12 0 1750 45 30 534 363 751 SR 133 Collector 586 1 12 0 1750 45 30 535 364 607 SR 93 Minor Arterial 852 2 12 0 1750 45 30 536 364 610 SR 93 Minor Arterial 1096 2 12 0 1750 45 33 537 365 366 SR 93 Minor Arterial 1257 2 12 3 1750 45 33 ON RAMP TO 538 365 572 US 76 FROM Freeway Ramp 962 1 12 4 1700 45 33 SR 93 539 365 610 SR 93 Minor Arterial 2065 2 12 3 1750 45 33 540 366 365 SR 93 Minor Arterial 1257 2 12 3 1900 45 33 541 366 367 SR 93 Minor Arterial 1477 2 12 3 1750 50 33 542 367 366 SR 93 Minor Arterial 1477 2 12 3 1750 50 33 543 367 368 SR 93 Minor Arterial 751 2 12 3 1750 50 33 544 368 367 SR 93 Minor Arterial 751 2 12 3 1750 50 33 545 368 369 SR 93 Minor Arterial 808 2 12 3 1750 50 33 ON RAMP TO 546 368 374 US 123 FROM Freeway Ramp 1010 1 12 0 1700 45 33 SR 93 ON RAMP TO 547 369 34 US 123 FROM Freeway Ramp 850 1 12 0 1700 45 33 SR 93 548 369 368 SR 93 Minor Arterial 808 2 12 3 1750 50 33 549 369 370 SR 93 Minor Arterial 1470 2 12 3 1750 50 33 Oconee Nuclear Station K65 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 550 370 369 SR 93 Minor Arterial 1470 2 12 3 1750 50 33 551 370 371 SR 93 Minor Arterial 3032 2 12 3 1750 50 33 552 371 370 SR 93 Minor Arterial 3032 2 12 3 1750 50 33 553 371 372 SR 93 Minor Arterial 3993 2 12 3 1750 50 31 554 372 371 SR 93 Minor Arterial 3993 2 12 3 1750 50 31 555 372 373 SR 93 Minor Arterial 2300 2 12 1 1750 45 31 556 372 530 SR S3930 Collector 5758 1 11 0 1700 50 31 557 373 679 SR 93 Minor Arterial 1027 2 12 1 1750 45 31 558 374 34 US 123 Freeway 1290 2 12 1 2250 45 33 559 374 35 US 123 Freeway 6037 2 12 1 2250 45 33 OFF RAMP 560 374 369 FROM US 123 Freeway Ramp 608 1 12 0 1750 45 33 TO SR 93 561 375 32 SR 133 Minor Arterial 1057 2 12 0 1750 45 33 562 376 377 SR 93 Collector 4510 1 12 1 1700 45 32 563 376 633 18 MILE RD Collector 5077 1 12 0 1700 50 32 564 377 376 SR 93 Collector 4511 1 12 1 1750 45 32 565 377 378 SR 93 Collector 5245 1 12 1 1700 50 32 566 378 377 SR 93 Collector 5255 1 12 1 1700 50 32 567 378 379 SR 93 Collector 4222 1 12 1 1700 55 22 568 379 378 SR 93 Collector 4222 1 12 1 1700 55 22 569 379 380 SR 93 Collector 2852 1 12 1 1700 50 22 570 380 379 SR 93 Collector 2853 1 12 1 1700 50 22 571 380 381 SR 93 Collector 1899 1 12 1 1700 45 22 572 381 382 SR 93 Collector 4874 1 12 1 1700 45 22 573 382 383 SR 93 Collector 7434 1 12 1 1700 45 23 Oconee Nuclear Station K66 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 574 383 384 SR 93 Collector 1759 1 12 1 1700 45 23 575 384 385 SR 93 Collector 1884 1 12 0 1750 50 23 576 385 565 SR 93 Collector 952 1 12 1 1700 45 23 577 386 387 SR 93 Collector 7010 1 12 0 1700 40 23 578 387 388 SR 93 Collector 3319 1 12 0 1700 55 23 579 388 389 SR 93 Collector 1528 1 12 0 1700 55 23 580 389 390 SR 93 Collector 5516 1 12 0 1700 55 23 581 390 391 SR 93 Collector 7147 1 12 0 1700 50 23 582 391 666 ROSS AVE Collector 2252 1 12 0 1700 45 24 583 393 375 SR 133 Minor Arterial 3103 2 12 0 1750 50 31 584 394 395 SR S3915 Collector 2800 1 12 1 1700 40 31 585 395 396 SR S3915 Collector 2549 1 12 1 1700 40 31 586 396 397 SR S3915 Collector 4270 1 12 4 1750 40 31 587 397 398 SR 133 Collector 7876 1 12 0 1700 50 31 588 398 393 SR 133 Collector 5711 1 12 0 1700 60 31 589 399 400 SR S39337 Collector 5244 1 12 1 1700 40 22 590 400 401 SR S39337 Collector 4729 1 12 1 1700 40 22 591 401 402 SR S39337 Collector 2080 1 12 1 1700 40 22 592 402 403 SR S39337 Collector 3334 1 12 1 1700 40 22 593 403 408 SR 133 Collector 2072 1 12 1 1700 50 22 594 403 409 SR 133 Collector 2917 1 14 0 1700 45 22 595 404 397 SR 133 Collector 5048 1 12 1 1750 60 22 596 405 404 SR 133 Collector 3545 1 12 1 1700 50 22 597 406 405 SR 133 Collector 4793 1 12 1 1700 60 22 598 407 406 SR 133 Collector 2409 1 12 1 1700 60 22 599 408 407 SR 133 Collector 3865 1 12 1 1700 60 22 Oconee Nuclear Station K67 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 600 409 410 SR 133 Collector 2423 1 14 0 1700 40 22 601 409 411 SR 137 Collector 2837 1 12 1 1700 50 22 602 410 417 SR 133 Collector 3143 1 12 0 1700 45 22 603 410 419 SR 137 Collector 3961 1 12 0 1700 50 22 604 411 412 SR 137 Collector 4539 1 12 1 1700 55 22 605 412 413 SR 137 Collector 6448 1 12 0 1700 60 22 606 413 414 SR 137 Collector 4023 1 12 0 1700 60 22 607 414 415 SR 137 Collector 2588 1 12 0 1700 50 22 608 415 416 SR 137 Collector 2824 1 12 0 1700 40 22 609 416 380 SR 137 Collector 1834 1 12 0 675 15 22 610 417 418 SR 133 Collector 5939 1 12 0 1700 60 22 611 418 113 SR 133 Collector 2508 1 12 0 1700 60 9 612 419 420 SR 137 Collector 4357 1 12 0 1700 50 22 613 420 421 SR 137 Collector 1860 1 12 0 1700 50 10 614 421 422 SR 137 Collector 3081 1 12 0 1700 50 10 615 422 106 SR 137 Collector 2623 1 12 0 1700 50 10 616 423 424 SR S39160 Collector 4727 1 11 0 1700 45 21 617 424 425 SR S39160 Collector 689 1 11 0 1700 45 21 618 425 405 SR S39160 Collector 5838 1 11 0 1700 45 21 619 426 423 SR S39291 Collector 7292 1 11 0 1700 45 21 620 427 428 SR S3727 Collector 4070 1 12 0 1700 40 30 621 428 429 SR S3727 Collector 6309 1 12 0 1700 40 30 OLD 622 429 171 CLEMSON Collector 8075 1 12 0 1750 40 30 HWY 623 430 431 SR 133 Collector 5373 1 12 0 1700 60 9 Oconee Nuclear Station K68 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 624 431 432 SR 133 Collector 5479 1 12 0 1700 55 4 625 432 433 SR 133 Collector 4667 1 12 0 1700 55 4 626 433 434 SR 133 Collector 3719 1 12 0 1700 55 4 627 434 264 SR 133 Collector 3828 1 12 0 1700 55 4 628 435 436 DUNCAN RD Collector 1199 1 12 0 1700 40 10 629 436 437 DUNCAN RD Collector 3908 1 12 0 1700 40 10 LOVE AND 630 437 438 Collector 2078 1 12 0 1700 40 10 CARE RD LOVE AND 631 438 439 Collector 1316 1 12 0 1700 40 10 CARE RD HUNTING 632 439 440 Collector 776 1 12 0 1700 40 10 HOLLOW RD HUNTING 633 440 441 Collector 1029 1 12 0 1700 40 10 HOLLOW RD HUNTING 634 441 442 Collector 897 1 12 0 1700 40 9 HOLLOW RD HUNTING 635 442 443 Collector 2471 1 12 0 1700 40 9 HOLLOW RD 636 443 113 SR 133 Collector 8153 1 12 0 1700 60 9 637 443 444 SR 133 Collector 2192 1 12 0 1700 60 9 638 444 445 SR 133 Collector 3952 1 12 0 1700 60 9 639 445 695 SR 133 Collector 3628 1 12 0 1700 60 9 640 446 430 SR 133 Collector 6636 1 12 0 1700 60 10 641 447 448 SR 8 Minor Arterial 2479 2 12 0 1750 45 11 642 448 626 SR 8 Minor Arterial 1556 2 12 0 1750 50 11 643 449 450 SR 8 Minor Arterial 5762 2 12 0 1750 50 14 644 450 451 SR 8 Minor Arterial 5981 2 12 0 1900 50 14 Oconee Nuclear Station K69 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 645 451 452 SR 8 Minor Arterial 2293 2 12 0 1900 50 14 646 452 628 SR 8 Minor Arterial 1072 2 12 0 1750 55 14 647 469 658 SR S37129 Collector 1485 1 10 0 1125 25 8 648 470 469 SR S37129 Collector 2507 1 10 0 1700 50 8 649 470 471 SR S37129 Collector 3793 1 10 0 1700 50 8 650 470 657 SR S37173 Collector 2498 1 10 0 1700 40 8 651 471 472 SR S37129 Collector 1462 1 12 0 1700 40 8 652 472 258 SR S37129 Collector 5551 1 12 0 1700 40 8 SHADY 653 473 474 Collector 3249 1 10 0 1700 45 10 GROVE RD SHADY 654 473 482 Collector 3794 1 10 0 1700 45 10 GROVE RD SHADY 655 474 475 Collector 1751 1 10 0 1700 45 10 GROVE RD SHADY 656 475 476 Collector 1588 1 10 0 1700 45 10 GROVE RD SHADY 657 476 477 Collector 1351 1 10 0 1700 45 10 GROVE RD SHADY 658 477 478 Collector 3375 1 10 0 1700 45 10 GROVE RD SHADY 659 478 479 Collector 1894 1 10 0 1700 45 5 GROVE RD SHADY 660 479 480 Collector 3789 1 10 0 1700 45 5 GROVE RD SHADY 661 480 431 Collector 4338 1 10 0 1700 45 5 GROVE RD REECE MILL 662 481 473 Collector 6928 1 12 0 1700 40 10 RD Oconee Nuclear Station K70 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
SHADY 663 482 483 Collector 3711 1 10 0 1700 45 10 GROVE RD SHADY 664 483 484 Collector 5018 1 10 0 1700 45 10 GROVE RD SHADY 665 484 112 Collector 7338 1 10 0 1750 45 10 GROVE RD 666 485 486 SR S39137 Collector 11830 1 12 0 1700 40 22 667 486 385 SUMMIT DR Collector 8245 1 12 0 1750 40 23 668 487 488 RT 28 Collector 2409 1 12 1 1700 50 33 669 488 489 RT 28 Collector 2558 1 12 4 1700 55 33 670 489 490 RT 28 Collector 4572 1 12 4 1350 35 33 671 490 721 RT 28 Collector 666 1 12 4 1750 55 39 672 491 198 RT 28 Collector 1854 1 12 4 1750 55 39 673 492 490 SR 88 Local Roadway 1528 1 15 0 1350 30 39 674 492 722 N DEPOT ST Local Roadway 737 1 15 0 1350 30 39 675 493 494 SR 88 Collector 6164 1 12 0 1700 55 34 676 493 726 SR 88 Collector 2929 1 15 0 1700 45 34 677 494 495 SR 88 Collector 5439 1 12 0 1700 60 34 678 495 496 SR 88 Collector 7474 1 12 0 1700 55 32 679 496 497 SR 88 Collector 5964 1 12 0 1700 55 35 680 497 498 SR 88 Collector 4317 1 12 0 1700 55 35 681 498 89 SR 88 Collector 3357 1 12 0 1700 55 35 682 499 500 SR 88 Collector 4310 1 12 0 1700 55 35 683 500 501 SR 88 Collector 4714 1 12 0 1700 55 35 684 502 7 MIMOSA RD Local Roadway 406 1 12 0 1750 25 25 685 503 7 MIMOSA RD Local Roadway 564 1 12 0 1750 25 25 686 504 8 LUCKY ST Local Roadway 419 1 12 0 1750 30 25 Oconee Nuclear Station K71 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 687 505 8 LUCKY ST Local Roadway 760 1 12 0 1750 30 25 688 506 507 SR 24 Collector 4455 1 12 0 1700 50 36 689 506 508 SR 24 Collector 7023 1 12 0 1700 50 36 690 507 10 SR 24 Collector 4467 1 15 0 1750 40 25 691 507 506 SR 24 Collector 4456 1 12 0 1700 50 36 692 508 506 SR 24 Collector 7029 1 12 0 1700 50 36 693 508 602 SR 24 Collector 3579 1 12 0 1700 50 36 SCHOOL 694 509 19 Minor Arterial 646 2 12 0 1750 30 28 ENTRANCE 695 510 19 HITEC RD Collector 575 1 12 0 1750 45 28 696 511 20 SR S37402 Collector 552 1 12 0 1750 45 29 697 512 20 WELLS HWY Collector 747 1 12 0 1750 45 29 698 513 21 HOSPITAL DR Local Roadway 480 1 12 0 1750 35 27 699 514 21 SR S3750 Collector 580 1 12 0 1750 45 29 MOUNTAIN 700 515 23 Collector 867 1 12 0 1750 45 27 VIEW DR 701 516 23 SENECA DR Collector 670 1 12 0 1750 45 27 702 517 24 PINE CLIFF DR Collector 827 1 12 0 1750 45 27 N WALNUTE 703 520 25 Collector 587 1 12 0 1750 45 27 ST 704 522 27 LINDSAY RD Collector 534 1 12 0 1750 45 30 705 523 28 SR S37395 Collector 657 1 12 0 1750 40 30 706 524 28 CARSON RD Collector 833 1 12 0 1750 40 30 707 525 29 SR S3756 Collector 837 1 12 0 1750 40 30 708 526 30 SR S37439 Collector 673 1 12 0 1750 40 30 Oconee Nuclear Station K72 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
OLD 709 527 30 CLEMSON Collector 661 1 12 0 1750 40 30 HWY 710 528 32 US 76 Minor Arterial 2578 2 12 0 1750 45 30 711 528 636 US 76 Minor Arterial 5630 2 12 1 1900 60 30 RESTAURANT 712 529 528 Local Roadway 657 1 12 0 1750 30 30 DRIVEWAY ON RAMP TO 713 530 35 US 123 FROM Freeway Ramp 1137 1 12 0 1700 45 33 SR S3930 714 530 372 SR S3930 Collector 5758 1 11 0 1750 50 31 715 530 531 SR S3930 Collector 1163 1 11 0 1700 50 33 ON RAMP TO 716 531 36 US 123 FROM Freeway Ramp 1236 1 12 0 1700 45 33 SR S3930 717 531 530 SR S3930 Collector 1163 1 11 0 1700 50 33 718 531 532 SR S3930 Collector 3543 1 11 0 1700 45 33 719 532 533 SR S3930 Collector 1589 1 11 0 1700 45 33 720 533 534 SR S3930 Collector 1363 1 11 0 1700 45 33 721 534 535 SR S3930 Collector 1043 1 11 0 1700 45 33 722 535 488 SR S3930 Collector 1664 1 11 0 1700 45 33 ON RAMP TO 723 536 37 US 123 FROM Freeway Ramp 1008 1 12 0 1700 45 32 18 MILE RD 724 536 537 18 MILE RD Collector 953 1 12 0 1700 50 32 ON RAMP TO 725 537 38 US 123 FROM Freeway Ramp 1092 1 12 0 1700 45 32 18 MILE RD Oconee Nuclear Station K73 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 726 537 538 18 MILE RD Collector 4317 1 12 0 1700 50 32 727 538 495 18 MILE RD Collector 1022 1 12 0 1700 50 34 728 539 536 18 MILE RD Collector 1477 1 12 0 1700 50 32 S PEACHTREE 729 543 565 Local Roadway 2756 1 12 1 1575 35 23 RD S PEACHTREE 730 543 705 Local Roadway 2062 1 12 1 1700 40 23 RD RUHAMMAH 731 544 543 Collector 2801 1 12 0 1700 50 23 RD RUHAMMAH 732 544 545 Collector 8019 1 12 0 1700 50 23 RD ON RAMP TO US 123 FROM 733 545 41 Freeway Ramp 1263 1 12 0 1700 45 23 RUHAMMAH RD RUHAMMAH 734 545 547 Collector 648 1 12 0 1700 40 23 RD 735 546 87 US 178 Collector 8466 1 12 0 1700 60 35 736 546 88 US 178 Collector 1784 1 12 0 1700 60 35 ON RAMP TO US 123 FROM 737 547 42 Freeway Ramp 1112 1 12 0 1700 45 23 RUHAMMAH RD RUHAMMAH 738 547 548 Collector 3973 1 12 0 1700 50 23 RD RUHAMMAH 739 548 549 Collector 1324 1 12 0 1700 50 23 RD RUHAMMAH 740 549 550 Collector 1945 1 12 0 1700 50 23 RD Oconee Nuclear Station K74 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
RUHAMMAH 741 550 546 Collector 5865 1 12 0 1700 50 35 RD 742 551 64 SPARKS LN Collector 1241 1 12 0 1750 40 11 743 552 65 W JONES AVE Collector 1081 1 12 0 1750 40 11 744 553 65 E JONES AVE Collector 1325 1 12 0 1750 40 11 W CEDAR 745 554 68 Minor Arterial 1372 2 12 0 1750 40 11 ROCK ST SOUTH 746 554 115 Local Roadway 418 1 12 0 1750 35 11 CATHERINE ST E CEDAR 747 555 68 Minor Arterial 664 2 12 0 1750 40 11 ROCK ST 748 555 116 S LEWIS ST Collector 391 1 12 0 1750 40 11 E CEDAR 749 555 558 Minor Arterial 470 2 12 0 1750 40 11 ROCK ST 750 556 69 JOHNSON ST Collector 1240 1 12 0 1750 40 11 751 557 69 JOHNSON ST Collector 714 1 12 0 1750 40 11 752 558 117 SR 8 Minor Arterial 462 2 12 0 1750 45 11 753 558 447 SR 8 Minor Arterial 1671 2 12 0 1900 45 11 754 559 558 RAILROAD ST Collector 418 1 12 0 1750 40 11 E CEDAR 755 560 558 Collector 355 1 12 0 1750 40 11 ROCK ST LAW 756 561 71 ENFORCEMEN Collector 982 1 12 0 1750 40 13 T CENTER RD LAW 757 562 71 ENFORCEMEN Collector 908 1 12 0 1750 40 13 T CENTER RD Oconee Nuclear Station K75 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
BELL SHOALS 758 563 72 Collector 1303 1 12 0 1750 40 13 RD BETHLEHEM 759 564 72 Collector 958 1 12 0 1750 40 13 RIDGE RD 760 565 675 SR 93 Collector 2063 1 12 1 1750 40 23 761 566 200 SH 162 Collector 697 1 12 0 1750 40 39 762 567 200 SH 162 Collector 868 1 12 0 1750 40 39 763 568 199 RT 187 Collector 1239 1 12 0 1750 40 39 PERIMETER 764 569 197 Collector 811 1 12 0 1750 40 39 RD FANTS GROVE 765 570 197 Collector 887 1 12 0 1750 40 39 RD PERIMETER 766 571 194 Collector 720 1 12 3 1750 50 33 RD 767 572 193 US 76 Minor Arterial 1416 2 12 0 1900 45 33 768 572 194 US 76 Minor Arterial 603 2 12 0 1750 50 33 OFF RAMP 769 572 366 FROM US 76 Freeway Ramp 801 1 12 0 1750 45 33 TO SR 93 W SOUTH 770 573 208 Collector 558 1 12 0 1750 45 29 6TH ST E SOUTH 6TH 771 574 208 Collector 919 1 12 0 1750 45 29 ST W SOUTH 772 575 207 Collector 669 1 12 0 1750 45 29 4TH ST E SOUTH 4TH 773 576 207 Collector 842 1 12 0 1750 45 29 ST 774 577 175 SR 130 Minor Arterial 462 2 12 0 1750 25 29 Oconee Nuclear Station K76 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 775 577 578 SR 130 Minor Arterial 434 2 12 0 1750 25 29 776 578 577 SR 130 Minor Arterial 434 2 12 0 1750 25 29 777 578 579 SR 130 Minor Arterial 469 2 12 0 1750 25 29 778 579 578 SR 130 Minor Arterial 469 2 12 0 1750 25 29 779 579 580 SR 130 Minor Arterial 568 2 12 0 1750 25 29 780 580 174 SR 130 Minor Arterial 958 2 12 0 1750 25 29 781 580 579 SR 130 Minor Arterial 568 2 12 0 1750 25 29 N FAIRPLAY 782 581 577 Local Roadway 421 1 12 0 1750 25 29 ST 783 582 577 S FAIRPLAY ST Local Roadway 469 1 12 0 1750 25 29 N TOWNVILLE 784 583 578 Local Roadway 395 1 12 0 1750 25 29 ST S TOWNVILLE 785 584 578 Local Roadway 446 1 12 0 1750 25 29 ST 786 585 579 N DEPOT ST Local Roadway 420 1 12 0 1750 25 29 787 586 579 S DEPOT ST Local Roadway 446 1 12 0 1750 25 29 788 587 580 N WALNUT ST Local Roadway 426 1 12 0 1750 25 29 789 588 580 S WALNUT ST Local Roadway 339 1 12 0 1750 25 29 PLANT 790 589 99 Private Road 2765 2 12 0 1700 40 21 ACCESS RD N TUGALOO 791 590 313 Collector 937 1 15 0 1750 40 19 ST E SOUTH 792 591 148 Collector 953 1 15 0 1750 40 19 BROAD ST S TUGALOO 793 591 313 Collector 829 1 15 0 1750 40 19 ST 794 592 314 N CHURCH RD Collector 962 1 15 0 1750 40 19 Oconee Nuclear Station K77 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 795 593 314 S CHURCH RD Collector 828 1 15 0 1750 40 19 796 594 311 SR 28 Collector 531 2 12 0 1750 45 19 797 595 311 N SPRING ST Collector 655 1 15 4 1750 40 19 E SOUTH 798 596 148 Collector 1157 1 15 4 1750 40 19 BROAD ST 799 596 311 S SPRING ST Collector 743 1 15 4 1750 40 19 800 597 594 N ANN ST Collector 780 1 15 4 1750 40 19 801 598 594 S ANN ST Collector 765 1 15 4 1750 40 19 802 599 310 EARLE ST Collector 1293 1 15 0 1750 40 19 803 600 310 EARLE ST Collector 1554 1 15 0 1750 40 19 804 601 491 SH 175 Collector 868 1 12 0 1750 40 39 805 602 242 SR 24 Collector 930 1 12 0 1700 50 36 806 602 508 SR 24 Collector 3579 1 12 0 1700 50 36 807 602 732 SR 24 Collector 1658 1 12 0 1700 50 36 808 603 362 SR 93 Minor Arterial 1726 2 12 3 1900 50 30 809 603 605 SR 93 Minor Arterial 1449 2 12 3 1750 40 30 PERIMETER 810 604 603 Major Arterial 1294 3 12 4 1750 50 30 RD 811 605 363 SR 93 Minor Arterial 1842 2 12 3 1750 40 30 812 605 603 SR 93 Minor Arterial 1448 2 12 3 1750 40 30 WILLIAMSON 813 606 605 Local Roadway 1034 1 12 0 1750 40 30 DR 814 607 363 SR 93 Minor Arterial 931 2 12 0 1750 45 30 815 607 364 SR 93 Minor Arterial 852 2 12 0 1750 45 30 816 608 364 CALHOUN ST Local Roadway 754 1 12 0 1750 25 30 817 608 607 PARKWAY DR Local Roadway 626 1 12 0 1750 25 30 Oconee Nuclear Station K78 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 818 609 610 CHERRY RD Collector 791 1 12 0 1750 25 33 819 609 745 CHERRY RD Collector 593 1 12 0 1750 25 33 820 610 364 SR 93 Minor Arterial 1096 2 12 0 1750 45 33 821 610 365 SR 93 Minor Arterial 2065 2 12 3 1900 45 33 822 611 367 WESLEY RD Local Roadway 464 1 12 0 1750 40 33 FRONTAGE 823 612 367 Collector 579 1 12 0 1750 40 33 RD OLD SENECA 824 613 238 Collector 885 1 12 1 1750 45 28 RD OLD SENECA 825 613 714 Collector 4215 1 12 1 1700 45 25 RD 826 614 238 SR S3713 Collector 914 1 12 1 1750 45 28 827 615 244 SR 11 Collector 2135 1 12 3 1700 45 20 828 616 615 W MAIN ST Collector 994 1 12 1 1750 45 20 829 617 615 W MAIN ST Collector 1292 1 12 1 1750 45 20 WEST OAK MIDDLE 830 618 158 Collector 1297 1 12 1 1750 30 25 SCHOOL ENTRANCE ANDERSON 831 619 158 Collector 1137 1 12 1 1750 45 25 AVE N CATHERINE 832 620 115 Local Roadway 1191 1 12 0 1750 35 11 ST 833 621 116 N LEWIS ST Local Roadway 563 1 12 0 1750 35 11 834 622 375 CALHOUN ST Collector 1182 1 12 0 1750 40 33 835 623 375 CALHOUN ST Collector 1006 1 12 0 1750 40 33 Oconee Nuclear Station K79 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
LAW 836 624 448 ENFORCEMEN Collector 706 1 12 0 1750 45 11 T CENTER RD 837 625 448 IRELAND RD Collector 773 1 12 0 1750 45 11 838 626 449 SR 8 Minor Arterial 3018 2 12 0 1900 50 13 EVERGREEN 839 627 626 Collector 715 1 12 0 1750 45 13 ACRES RD 840 628 453 SR 8 Minor Arterial 1235 2 12 0 1900 55 14 841 629 628 RICE RD Collector 530 1 12 0 1750 45 14 842 630 370 NEWTON ST Collector 925 1 12 0 1750 45 33 CAMBRIDGE 843 631 371 Collector 778 1 12 0 1750 45 31 DR CAMBRIDGE 844 632 371 Collector 782 1 12 0 1750 45 31 DR 845 633 376 18 MILE RD Collector 5080 1 12 4 1750 45 32 846 633 539 18 MILE RD Collector 2828 1 12 0 1750 50 32 WALMART 847 634 539 Private Road 828 1 12 0 1750 30 32 ENTRANCE 848 635 373 VICKERY DR Collector 1172 1 12 0 1750 40 31 849 636 31 US 76 Minor Arterial 1209 2 12 1 1750 60 30 850 636 528 US 76 Minor Arterial 5636 2 12 1 1750 50 30 851 637 31 SR 93 Minor Arterial 1009 2 12 3 1750 50 30 852 637 362 SR 93 Minor Arterial 4152 2 12 3 1900 50 30 853 637 636 SR 93 Collector 1415 1 12 1 1700 45 30 854 638 30 US 76 Minor Arterial 3127 2 12 1 1750 60 30 855 638 31 US 76 Minor Arterial 979 2 12 1 1750 60 30 856 638 637 US 76 Collector 1811 1 12 1 1700 45 30 Oconee Nuclear Station K80 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 857 639 22 US 76 Minor Arterial 1066 2 12 0 1750 50 27 858 639 23 US 76 Minor Arterial 2062 2 12 0 1750 50 27 FRONTAGE 859 640 639 Collector 885 1 12 0 1750 45 27 RD MOUNTAIN 860 641 643 Collector 950 1 12 0 1750 45 28 RD 861 642 643 CRITTER RD Collector 901 1 12 0 1750 45 28 862 643 237 SR 11 Collector 1126 1 12 0 1700 60 28 FRONTAGE 863 644 305 Collector 745 1 12 0 1700 45 27 RD 864 645 175 SR 59 Minor Arterial 717 2 12 0 1750 45 29 865 645 207 SR 59 Minor Arterial 989 2 12 0 1750 45 29 866 647 645 RAILROAD ST Collector 507 1 12 0 1750 45 29 867 648 189 SR S3737 Local Roadway 1589 1 10 0 450 10 29 868 649 131 SR 130 Collector 1935 1 12 1 1700 60 21 869 649 132 SR 130 Collector 1402 1 12 3 1700 45 21 PLANT 870 650 649 Minor Arterial 749 2 12 0 1700 45 21 ENTRANCE HIGH FALLS 871 651 134 Local Roadway 3170 1 12 0 1700 25 21 RD 872 652 174 CHERRY ST Local Roadway 421 1 12 0 1750 25 29 PERIMETER 873 653 604 Minor Arterial 2491 2 12 4 1750 50 30 RD PERIMETER 874 653 654 Minor Arterial 2183 2 12 4 1750 50 30 RD PERIMETER 875 654 653 Minor Arterial 2184 2 12 4 1750 50 30 RD Oconee Nuclear Station K81 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
PERIMETER 876 654 655 Collector 2058 1 12 3 1700 50 33 RD PERIMETER 877 655 571 Collector 2796 1 12 3 1700 50 33 RD RAZORBACK 878 656 145 Collector 905 1 12 0 1750 45 17 LN 879 657 282 SR S37173 Collector 3302 1 10 0 1700 40 8 880 658 661 SR S37129 Collector 1554 1 10 0 1700 50 8 OCONEE 881 659 658 Collector 3806 1 12 0 1700 45 8 CREEK RD OCONEE 882 660 659 Collector 3431 1 12 0 1700 45 8 CREEK RD 883 661 662 SR S37129 Collector 3879 1 10 0 1700 50 8 884 662 663 SR S37129 Collector 2469 1 10 0 1700 40 8 885 663 254 SR S37129 Collector 4381 1 10 0 1350 30 8 886 664 665 CABIN RD Local Roadway 996 1 10 0 675 15 4 887 665 264 SR 11 Collector 1042 1 12 3 1700 60 4 888 666 50 ROSS AVE Collector 1347 1 12 1 1700 45 24 889 666 667 ROSS AVE Collector 752 1 12 1 1700 45 24 890 667 49 US 123 Freeway 860 2 12 0 2250 60 24 891 668 60 US 178 Collector 1239 1 12 0 1700 55 6 892 668 61 US 178 Collector 1657 1 12 0 1700 55 6 FOX 893 669 668 SQUIRREL Collector 958 1 12 0 1750 45 6 RIDGE RD 894 670 75 US 178 Collector 2094 1 12 0 1700 55 13 895 670 76 US 178 Collector 2939 1 12 0 1750 55 23 Oconee Nuclear Station K82 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
RICES CREEK 896 671 76 Collector 1289 1 12 0 1750 45 23 RD BREAZEALE 897 672 76 Collector 1186 1 12 0 1750 45 23 RD OLD 898 673 450 BETHLEHEM Collector 764 1 12 0 1750 45 14 SCHOOL RD 899 674 450 WILSON WAY Collector 718 1 12 0 1750 45 14 900 675 79 SR 93 Collector 883 1 12 0 1750 40 23 COMMERCE 901 676 675 Collector 845 1 12 0 1750 45 23 ST COMMERCE 902 677 675 Collector 932 1 12 0 1750 45 23 ST 903 678 376 SR 93 Collector 4231 1 12 1 1750 50 31 904 679 678 SR 93 Minor Arterial 889 2 12 1 1900 45 31 905 680 679 MAULDIN RD Collector 524 1 12 0 1750 45 31 906 681 679 MAULDIN RD Collector 475 1 12 0 1750 45 31 N PALMETTO 907 682 610 Local Roadway 452 1 12 0 1750 25 33 BLVD AVENUE OF 908 683 604 Local Roadway 775 1 12 0 1750 25 30 CHAMPIONS WILLIAMSON 909 684 653 Collector 791 1 12 0 1750 45 30 RD 910 685 654 CHERRY RD Local Roadway 663 1 12 0 1750 25 30 911 686 654 CHERRY RD Local Roadway 657 1 12 0 1750 25 30 GODDARD 912 687 186 Collector 3229 1 12 4 1700 45 30 AVE 913 688 689 S WALNUT ST Local Roadway 3900 1 12 0 1125 25 29 Oconee Nuclear Station K83 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 914 688 727 S WALNUT ST Local Roadway 1457 1 12 0 1750 25 29 915 689 225 S WALNUT ST Local Roadway 3053 1 12 0 1125 25 30 916 690 250 LECROY RD Collector 2970 1 12 4 1700 40 8 917 691 690 LECROY RD Collector 5972 1 12 4 1700 40 8 918 692 691 LECROY RD Collector 7429 1 12 4 1700 40 8 919 693 692 LECROY RD Collector 1815 1 12 4 1700 40 20 920 694 342 EBENEZER RD Collector 13217 1 12 4 1700 40 20 921 695 446 SR 133 Collector 3474 1 12 0 1700 60 9 922 696 261 SR S37127 Collector 8003 1 12 4 1700 45 3 923 697 254 SR 11 Collector 937 1 12 4 1700 45 8 924 697 255 SR 11 Collector 4331 1 12 3 1700 60 8 CHEOHEE 925 698 697 Collector 2124 1 12 4 1700 45 8 VALLEY RD CHEOHEE 926 699 698 Collector 1820 1 12 4 1700 45 8 VALLEY RD CHEOHEE 927 700 699 Collector 1104 1 12 4 1700 45 8 VALLEY RD CHEOHEE 928 701 700 Collector 1648 1 12 4 1700 45 8 VALLEY RD CHEOHEE 929 702 701 Collector 4226 1 12 4 1700 45 8 VALLEY RD CHEOHEE 930 703 702 Collector 3894 1 12 4 1700 45 8 VALLEY RD 931 704 42 US 123 Freeway 4976 2 12 1 2250 70 23 932 704 43 US 123 Freeway 4614 2 12 1 2250 70 23 S PEACHTREE 933 705 708 Collector 2278 1 12 1 1700 40 23 RD Oconee Nuclear Station K84 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 934 708 709 SR S3964 Collector 4115 1 12 1 1700 40 23 935 709 710 SR S3964 Collector 2069 1 12 1 1700 40 23 936 710 711 SR S3964 Collector 2328 1 12 1 1700 40 23 937 711 85 SR S3964 Collector 1987 1 12 1 1700 40 23 OLD SENECA 938 712 13 Collector 439 1 12 1 1700 45 25 RD OLD SENECA 939 712 798 Collector 505 1 12 1 1700 45 25 RD OLD SENECA 940 713 712 Collector 1268 1 12 1 1700 45 25 RD OLD SENECA 941 714 713 Collector 2327 1 12 1 1700 45 25 RD 942 715 210 SR 59 Collector 4170 1 12 0 1700 60 37 943 716 717 SH 24 Collector 5988 1 12 4 1700 45 37 944 717 718 SH 24 Collector 10731 1 12 4 1700 45 37 945 718 719 SH 24 Collector 3318 1 12 4 1700 45 38 946 719 720 SH 24 Collector 5518 1 12 4 1700 45 38 947 721 491 RT 28 Collector 4456 1 12 4 1750 55 39 948 721 722 E MAIN ST Local Roadway 1557 1 15 0 1350 30 39 949 722 740 LEBANON ST Collector 581 1 12 4 1700 45 39 950 723 724 LEBANON ST Collector 7479 1 12 4 1700 45 39 951 724 725 LEBANON ST Collector 8369 1 12 4 1700 45 39 952 725 744 LEBANON ST Collector 9700 1 12 4 1700 45 40 953 726 492 SR 88 Collector 4512 1 15 0 1700 45 34 954 727 588 S WALNUT ST Local Roadway 2829 1 12 0 1125 25 29 E SOUTH 6TH 955 728 727 Collector 3692 1 12 4 1750 40 29 ST Oconee Nuclear Station K85 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 956 729 54 US 178 Collector 1757 1 12 0 1700 45 5 957 730 312 N COLLEGE ST Collector 983 1 12 4 1750 40 19 958 731 133 SEXTANT DR Local Roadway 658 1 12 4 1750 35 21 959 732 733 SR 24 Collector 11323 1 12 0 1700 50 37 960 733 734 SR 24 Collector 4902 1 12 0 1700 50 37 961 734 215 SR 24 Collector 4283 1 12 0 1700 50 37 962 735 304 SR 118 Collector 1555 1 12 4 1750 50 27 BLUE FLAME 963 736 119 Collector 1137 1 12 4 1750 45 11 DR 964 737 738 SR 39160 Collector 4177 1 12 4 1700 45 21 965 738 739 SR 39160 Collector 1383 1 12 4 1700 45 21 966 739 423 SR 39160 Collector 2015 1 12 4 1700 45 21 967 740 723 LEBANON ST Collector 6561 1 12 4 1700 45 39 968 741 97 US 178 Collector 4315 1 12 0 1700 60 40 969 741 743 US 178 Collector 5631 1 12 0 1700 60 40 970 742 743 US 178 Collector 2795 1 12 0 1700 60 40 971 743 741 US 178 Collector 5241 1 12 0 1700 60 40 972 743 742 US 178 Collector 2405 1 12 0 1750 60 40 973 744 742 LEBANON ST Collector 2083 1 12 4 1750 45 40 974 745 609 CHERRY RD Local Roadway 593 1 12 0 1125 25 33 975 745 686 CHERRY RD Local Roadway 1735 1 12 0 1125 25 33 OLD STADIUM 976 745 746 Local Roadway 2452 1 12 0 1125 25 33 RD OLD STADIUM 977 746 571 Local Roadway 515 1 12 0 1125 25 33 RD S PALMETTO 978 747 745 Local Roadway 477 1 12 0 1750 25 33 BLVD Oconee Nuclear Station K86 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 979 748 32 SR 133 Minor Arterial 2225 2 12 0 1750 45 30 980 748 751 SR 133 Collector 593 1 12 0 1750 45 30 EDGEWOOD 981 749 748 Local Roadway 454 1 12 0 1125 25 30 AVE EDGEWOOD 982 750 748 Local Roadway 479 1 12 0 1125 25 30 AVE 983 751 363 SR 133 Collector 585 1 12 0 1750 45 30 984 751 748 SR 133 Collector 592 1 12 0 1750 45 30 985 752 751 KEITH AVE Local Roadway 429 1 12 0 1750 25 30 986 777 9 QUICK ST Collector 448 1 12 4 1700 40 25 987 778 777 NORTH AVE Collector 3895 1 12 4 1700 40 25 988 779 8 US 76 Collector 779 1 12 0 1750 40 25 989 779 9 US 76 Minor Arterial 521 2 12 0 1900 40 25 LAWRENCE 990 780 428 Collector 2093 1 12 4 1700 40 30 BRIDGE RD 991 781 782 SR S39165 Collector 2826 1 12 4 1700 40 32 992 782 783 SR S39165 Collector 2859 1 12 4 1700 40 32 993 783 785 SR S3944 Collector 4135 1 12 4 1700 40 32 994 784 783 SR S3944 Collector 2739 1 12 4 1700 40 32 995 785 786 SR S3944 Collector 1168 1 12 4 1700 40 32 996 786 787 SR S3944 Collector 2394 1 12 4 1700 40 32 997 787 496 SR S3944 Collector 3937 1 12 4 1700 40 35 998 788 789 SR S3953 Collector 3248 1 12 4 1700 40 23 US 123 OFF 999 789 46 RAMP TO SR Freeway Ramp 1109 1 12 4 1700 40 23 S3953 1000 789 790 SR S3953 Collector 663 1 12 4 1700 40 23 Oconee Nuclear Station K87 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
US 123 OFF 1001 790 47 RAMP TO SR Freeway Ramp 808 1 12 4 1700 40 23 S3953 1002 791 790 SR S3953 Collector 835 1 12 4 1700 40 23 1003 792 791 SR S3953 Collector 1439 1 12 4 1700 40 23 1004 793 791 ANN DR Collector 1433 1 12 4 1700 40 23 1005 794 793 ANN DR Collector 1598 1 12 4 1700 40 23 1006 795 492 QUEEN ST Collector 1369 1 12 4 1700 40 39 1007 796 25 US 76 Minor Arterial 2493 2 12 0 1750 50 27 1008 796 26 US 76 Minor Arterial 336 2 12 0 1750 45 30 1009 797 26 SR 130 Collector 303 1 12 1 1750 55 30 1010 797 796 SR 130 Collector 592 1 12 1 1700 55 30 1011 798 12 US 76 Minor Arterial 3363 2 12 0 1900 60 25 1012 798 13 US 76 Minor Arterial 176 2 12 0 1900 60 25 1013 799 800 SR S3736 Collector 4758 1 12 2 1700 45 25 1014 800 801 SR S3736 Collector 3160 1 12 2 1700 45 25 1015 801 802 SR S3736 Collector 3492 1 12 2 1700 45 25 1016 802 803 SR S3736 Collector 1128 1 12 2 1700 45 25 1017 803 164 SR S3736 Collector 3474 1 12 2 1700 45 25 1018 304 735 SR S37135 Collector 1423 1 12 4 1700 45 26 1019 735 807 SR S37135 Collector 1968 1 12 4 1700 45 26 1020 807 808 SR S37135 Collector 3640 1 12 4 1700 45 26 1021 808 809 SR S37135 Collector 2364 1 12 4 1700 45 26 1022 809 810 SR S37135 Collector 935 1 12 4 1700 45 26 1023 810 812 SR S37135 Collector 1338 1 12 4 1700 45 26 1024 812 811 SR S37135 Collector 1398 1 12 4 1700 45 26 Oconee Nuclear Station K88 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph) 1025 811 642 SR S37135 Collector 1431 1 12 4 1700 45 26 POPLAR 1026 813 812 Collector 915 1 12 4 1700 45 26 SPRINGS RD 1027 8003 3 US 123 Collector 11977 1 12 0 1700 45 36 1028 8053 53 US 123 Freeway 3375 2 12 1 2250 55 24 1029 8054 729 US 178 Collector 3244 1 12 0 1700 45 5 1030 8097 742 US 178 Collector 4914 1 12 0 1750 60 40 1031 8165 165 US 76 Collector 3237 1 12 1 1700 45 25 Exit 53 8053 US 123 Freeway 3375 2 12 1 2250 55 24 Link Exit 501 8501 SR 88 Collector 3532 1 12 0 1700 55 35 Link Exit 123 8124 SR 183 Collector 2107 1 12 2 1700 45 12 Link Exit 128 8129 SR 186 Collector 1819 1 9 0 1700 55 6 Link Exit 130 8131 SR 8 Collector 2090 1 12 0 1700 60 6 Link Exit 165 8165 US 76 Collector 3237 1 12 1 1700 45 25 Link Exit 202 8202 US 76 Minor Arterial 5976 2 12 2 1900 55 39 Link Exit 217 8217 SR 59 Collector 3810 1 12 1 1700 45 37 Link Exit 243 8243 SR 11 Collector 5055 1 12 3 1700 45 36 Link Exit 271 8271 SR 11 Collector 3657 1 12 3 1700 60 1 Link Oconee Nuclear Station K89 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Saturation Free Up Down Lane Grid Roadway Length No. of Shoulder Flow Flow Link # Stream Stream Roadway Type Width Map Name (ft.) Lanes Width (ft.) Rate Speed Node Node (ft.) Number (pcphpl) (mph)
Exit 303 8303 SR 130 Collector 2051 1 12 0 1575 35 3 Link Exit 335 8335 SR 28 Collector 2772 1 12 2 1575 35 7 Link Exit 361 8365 SR 107 Collector 2136 1 11 0 1575 35 2 Link Exit 453 8453 SR 8 Minor Arterial 4309 2 12 0 1900 55 14 Link Exit 720 8720 SH 24 Collector 4665 1 12 4 1700 45 38 Link Exit 729 8054 US 178 Collector 2732 1 12 0 1700 45 5 Link Exit 742 8097 US 178 Collector 4931 1 12 0 1700 60 40 Link Exit 3 8003 US 123 Collector 11977 1 12 0 1700 45 36 Link Oconee Nuclear Station K90 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
Table K2. Nodes in the LinkNode Analysis Network which are Controlled X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 5 1367109 1038404 Actuated 25 6 1368786 1038065 Actuated 25 7 1369195 1037256 Actuated 25 8 1369953 1036521 Actuated 25 10 1372004 1034600 Actuated 25 13 1378271 1037144 Stop 25 15 1385995 1036515 Stop 28 19 1399632 1044070 Actuated 28 20 1401185 1045454 Actuated 29 21 1403116 1046418 Actuated 27 22 1405132 1046418 Actuated 27 23 1407942 1047342 Actuated 27 24 1410293 1048013 Actuated 27 25 1414699 1047762 Actuated 27 26 1417381 1048616 Actuated 30 27 1418391 1048433 Actuated 30 28 1420993 1048560 Actuated 30 29 1430402 1049125 Actuated 30 30 1435500 1046458 Actuated 30 31 1439380 1045119 Actuated 30 32 1448670 1044818 Actuated 33 33 1450849 1044172 Actuated 33 37 1470722 1049243 Yield 32 38 1472064 1050446 Yield 32 41 1486616 1066092 Yield 23 42 1488707 1067014 Yield 23 44 1497581 1074180 Yield 23 45 1498046 1075771 Yield 23 50 1516829 1089341 Yield 24 54 1473206 1153152 Stop 5 64 1486229 1122379 Actuated 11 65 1486833 1119002 Actuated 11 66 1487485 1114304 Actuated 11 67 1487816 1114465 Actuated 11 68 1487937 1114070 Actuated 11 69 1488004 1113634 Actuated 11 71 1487759 1107630 Actuated 13 Oconee Nuclear Station K91 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 72 1488331 1104339 Actuated 13 76 1490046 1091624 Actuated 23 79 1491302 1079415 Actuated 23 83 1497628 1075004 Stop 23 84 1498057 1074876 Stop 23 85 1501967 1071348 Stop 23 89 1495701 1049524 Stop 35 Traffic and Access 98 1428877 1079618 Control 21 Point Actuated 99 1432354 1080579 Stop 21 106 1457400 1101465 Stop 10 112 1483209 1112408 Actuated 11 115 1486484 1113941 Actuated 11 116 1488437 1114675 Actuated 11 117 1488881 1114877 Actuated 11 119 1490454 1116256 Actuated 11 133 1427228 1087399 Actuated 21 134 1417908 1087818 Stop 21 135 1408757 1086768 Stop 20 137 1400669 1087007 Stop 20 140 1392024 1086731 Stop 20 145 1383511 1078653 Actuated 17 147 1380598 1073174 Actuated 19 148 1379860 1072414 Actuated 19 158 1371685 1040379 Actuated 25 164 1364095 1042157 Stop 25 171 1422167 1053368 Actuated 30 174 1414873 1043626 Actuated 29 175 1412024 1043206 Actuated 29 178 1441788 1032726 Stop 30 186 1419874 1043791 Stop 30 189 1414898 1043182 Stop 29 191 1449653 1033994 Stop 33 192 1454447 1034360 Actuated 33 194 1452880 1039995 Actuated 33 197 1461434 1025866 Actuated 39 Oconee Nuclear Station K92 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 198 1463296 1023423 Actuated 39 199 1464747 1020047 Actuated 39 200 1468255 1013941 Actuated 39 205 1410089 1033870 Actuated 29 207 1412135 1041505 Actuated 29 208 1412135 1040555 Actuated 29 225 1418767 1033520 Stop 30 231 1425140 1043200 Stop 30 238 1386918 1039142 Actuated 28 239 1387156 1037725 Yield 28 242 1384889 1020483 Stop 36 244 1385375 1069523 Stop 20 249 1390301 1088646 Stop 20 250 1386615 1096305 Stop 8 254 1389960 1107002 Stop 8 258 1397039 1118770 Stop 8 260 1404459 1123846 Stop 8 261 1418857 1126433 Stop 4 264 1435164 1132929 Stop 4 282 1408798 1111664 Stop 8 304 1401603 1052432 Actuated 27 310 1383012 1072033 Actuated 19 311 1381229 1072996 Actuated 19 312 1379994 1073218 Actuated 19 313 1379149 1073412 Actuated 19 314 1378182 1073637 Actuated 19 342 1410225 1063859 Stop 20 363 1447244 1041728 Actuated 30 364 1448539 1040510 Actuated 33 365 1451686 1040801 Stop 33 366 1452839 1041302 Actuated 33 367 1453950 1042274 Actuated 33 368 1454427 1042855 Actuated 33 369 1454946 1043474 Actuated 33 370 1455938 1044558 Actuated 33 371 1457961 1046816 Actuated 31 372 1460745 1049679 Actuated 31 373 1461371 1051892 Actuated 31 Oconee Nuclear Station K93 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 375 1449038 1045809 Actuated 33 376 1464839 1056853 Actuated 32 380 1472938 1069567 Stop 22 385 1487456 1078779 Actuated 23 397 1450192 1062338 Stop 22 403 1454663 1082232 Stop 22 Traffic and Access 405 1449308 1070494 22 Control Point Traffic and Access 423 1442120 1078439 Control 21 Point Actuated 428 1435467 1056283 Stop 30 429 1430187 1052829 Stop 30 431 1446964 1126649 Stop 4 448 1490905 1110872 Actuated 11 450 1498593 1104673 Actuated 14 473 1465186 1120339 Stop 10 480 1451149 1127790 Stop 5 488 1458802 1035295 Stop 33 490 1463381 1030186 Actuated 39 491 1463929 1025151 Actuated 39 492 1464902 1030042 Stop 39 495 1475489 1045709 Stop 34 496 1482181 1048653 Stop 35 528 1446161 1045331 Actuated 30 530 1462090 1044080 Stop 33 531 1462330 1042942 Stop 33 536 1471091 1050181 Stop 32 537 1471672 1049426 Stop 32 539 1469998 1051161 Actuated 32 543 1489306 1076332 Stop 23 545 1487565 1066926 Stop 23 546 1496329 1057073 Stop 35 547 1487828 1066333 Stop 23 558 1489010 1114433 Actuated 11 Oconee Nuclear Station K94 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 565 1488395 1078933 Stop 23 572 1452610 1040534 Stop 33 577 1412481 1043280 Actuated 29 578 1412912 1043330 Actuated 29 579 1413381 1043342 Actuated 29 580 1413948 1043380 Actuated 29 588 1414010 1043047 Stop 29 594 1381773 1072905 Actuated 19 603 1444007 1041131 Actuated 30 604 1444597 1039980 Actuated 30 605 1445426 1041424 Actuated 30 607 1447875 1041044 Actuated 30 610 1449630 1040616 Actuated 33 615 1386677 1071215 Actuated 20 626 1492116 1109914 Actuated 11 628 1506013 1099337 Actuated 14 636 1440568 1045341 Yield 30 637 1439835 1044218 Yield 30 639 1406141 1046446 Actuated 27 643 1385695 1045378 Actuated 28 649 1428939 1083559 Stop 21 653 1446288 1038150 Actuated 30 654 1448332 1037383 Actuated 30 658 1400912 1107895 Stop 8 665 1434294 1132355 Stop 4 667 1516099 1089204 Yield 24 668 1484348 1129206 Actuated 6 675 1490441 1079203 Actuated 23 679 1461869 1052790 Actuated 31 697 1390255 1107891 Stop 8 716 1405390 1011138 Stop 37 722 1464933 1029305 Stop 39 727 1414310 1040234 Actuated 29 742 1493163 1010955 Actuated 40 745 1449447 1039278 Actuated 33 748 1447735 1042799 Actuated 30 751 1447469 1042269 Actuated 30 783 1477051 1058422 Stop 32 Oconee Nuclear Station K95 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
X Y Control Grid Map Node Coordinate Coordinate Type Number (ft) (ft) 789 1501469 1080005 Stop 23 790 1501830 1079449 Stop 23 791 1501997 1078662 Stop 23 796 1417045 1048610 Yield 30 798 1378084 1037118 Yield 25 812 1388937 1046585 Stop 26 Oconee Nuclear Station K96 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
APPENDIX L PAZ Boundaries
L. PAZ BOUNDARIES A0 County: Oconee and Pickens Communities: South of ONS, North of the ONS, Keowee Key, Gap Hill, East Cove Defined as the area within the following boundary: Midstream on Lake Keowee, two miles north of ONS, east on the two mile radius arc from ONS to the junction of War Path Rd and Walhalla Highway (SC 183); southeast on two mile arc to a point east of junction of Dan Ross Rd and Ridgeland Rd; south on the two mile arc to Jones Mill Rd (SSR 160); SSR 160 east to junction with Old Seneca Rd (SSR 291); SSR 291 southwest to junction with Brown Bottom Rd; northwest to two mile arc south of ONS; west to Rochester Highway (SC 130);
Rochester Highway south to junction with Katelynn Lane; Katelynn Lane north to two mile arc; northwest to junction of Ellenburg Rd and Knox Campground Rd; two mile arc north to junction of Highfalls Rd and Jubie Lane; two mile arc northeast to SC 183 bridge (west of Flagship Drive); two mile arc northeast to a point south of junction Highway 130 and South Craggmore Drive; two mile arc east to midstream of Lake Keowee two miles north of ONS.
A1 County: Pickens Communities: Mile Creek, Mile Creek County Park Defined as the area within the following boundary: Midstream of Lake Keowee at midstream of Cedar Creek Inlet east to and along Lakeside Drive to junction with 30th Street, then east to junction with Crowe Creek Rd (SC 133);
SC 133 south to junction with Hunting Hollow Rd; east to junction with Love And Care Rd; southeast overland to junction of Walhalla Highway (SC 183) and High Hope Rd; southwest along SC 183 to junction with War Path Road; two mile radius arc from ONS west to midstream of Lake Keowee; north to midstream of Cedar Creek Inlet.
Oconee Nuclear Station L1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
A2 County: Pickens Communities: Shady Grove, Mountain View, Piney Grove, Cedar Creek, Crowe Creek Defined as the area within the following boundary: Midspan SC 11 bridge over Lake Keowee east to junction of SC 11 and Crowe Creek Road (SC 133); SC 133 east to junction with Shady Grove Rd (SSR 32); SSR 32 east to junction with Concord Church Rd; south to junction with Prison Camp Rd; southeast along Prison Camp Rd, then overland to Holder Knob Rd at Walhalla Highway (SC 183); SC 183 southwest to junction with High Hope Rd; north overland to junction of Duncan Rd and Love And Care Rd; to Hunting Hollow Road northwest to junction with Crowe Creek Rd (SC 133); SC 133 north to junction with 30th Street; 30th Street west to Lakeside Drive, then along Lakeside Drive; west to lake shore; west midstream of Cedar Creek to midstream of Lake Keowee; north midstream of Lake Keowee to midspan SC 11 bridge.
B1 County: Pickens Communities: Six Mile, Kings Grove Defined as the area within the following boundary: Junction of War Path Rd and Walhalla Highway (SC 183) northeast along SC 183 to junction with Cedar Hill Rd; south to junction with Lusk Rd; southeast to junction with Holliday Rd; northeast along Holliday Rd to junction with North Main St (SC 137) south along N. Main St to junction with Belle Shoals Rd (SSR 267); SSR 267 southeast to junction with Ridgeland Dr.; southeast to junction with Liberty Highway (SSR 137); SSR 137 west to junction with John Holliday Rd (SSR 125); SSR 125 south to junction with Norris Highway (SC 137); SC 137 southeast to junction with Camp Creek Rd (SSR 65); SSR 65 southwest to junction with Maw Bridge Rd (SSR 337); SSR337 south to junction with Brookbend Rd; west to junction with Six Mile Highway (SC 133)and Pleasant Hill Church Road; Pleasant Hill Church Road west to Jones Mill Rd (SSR 160); SSR 160 northwest to two mile radius arc from ONS; two mile radius arc north to Junction of War Path Rd and Walhalla Highway (SC 183).
Oconee Nuclear Station L2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
B2 County: Pickens Communities: Norris, Cateechee, Praters, Roanoke, Golden Creek, Terrapin Crossing Defined as the area within the following boundary: Junction Walhalla Highway (SC 183) and Cedar Hill Rd east to crossing of Cannon Creek; southeast along Cannon Creek to Twelve Mile Creek: south along Twelve Mile Creek to Wolf Creek; southeast overland to junction of Daniel Boone Trail and Belle Shoals Rd (SSR 267); SSR267 east to Roanoke Rd (SSR 223); along SSR 223 (Roanoke, Campground, McAlister Rds) to junction with Summit (SSR158) and Hunter Mill Rd; Hunter Mill Rd west to Liberty city limit; southeast along Liberty city limit to Greenville Highway (SC 93); SC 93 southwest to Old Norris Road; southeast to Farmers Hill Rd; south to Pine Thicket Rd; southwest to Gavin Rd (SSR 270);
south to Chastain Rd (SSR 395); SSR 395 west to junction with SC 93; junction west along an unnamed creek to the junction of Blue Jay Rd and Johnson Rd; southwest on Blue Jay Rd to Maw Bridge Rd (SSR 337); SSR 337 north to Camp Creek Rd (SSR 65); SSR 65 east to Norris Highway (SC 137); SC 137 northwest to John Holliday Rd (SSR 125); SSR 125 north to Liberty Highway (SSR 137); east to Ridgeland Drive; northwest to Belle Shoals RD (SSR 267); northwest to North Main Street (SC 137); SC 137 north to Holliday Rd; west to Lusk Rd; northwest to Cedar Hill Rd; Cedar Hill Rd north to junction with Walhalla Highway (SC 183).
C1 County: Pickens Communities: Pleasant Hill Defined as the area within the following boundary: Midstream of Seneca River on two mile arc south of ONS east to Brown Bottom Rd; south on Brown Bottom Rd to Old Seneca Rd (SSR 291); SSR 291 northeast to Jones Mill Rd (SSR 160); SSR 160 southeast to Six Mile Highway (SC 133); SC 133 southwest to Isaqueena Dam Rd; Isaqueena Dam Rd west to outlet of Isaqueena Lake; west and north along Seneca River to two mile arc south of ONS.
Oconee Nuclear Station L3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
C2 County: Pickens Communities: Central, Clemson, Clemson University Defined as the area within the following boundary: Seneca River at outlet of Isaqueena Lake along Isaqueena Dam Rd to Six Mile Highway (SC 133); north to Brookbend Rd; southeast to Maw Bridge RD (SSR 337); SSR 337 south and east to Blue Jay Rd; southeast and east to junction with Johnson Rd (SSR 52); east along unnamed creek to junction of Greenville Highway (SC 93) and Chastain Rd (SSR 395); SSR 395 east to White Oak Rd (SSR 91); SSR 91 south to US Highway 123; US Highway 123 southwest to Isaqueena Trail (SSR 30); south and southwest to Pendleton Rd (SC 28); SC 28 northwest to US 76; US 76 south to Old Stone Church Rd; west to Old Cherry Rd (SSR 37); SSR 37 to midspan of bridge at Lake Hartwell; north along midsteam Seneca River to outlet of Lake Isaqueena.
D1 County: Oconee Communities: Fairview Defined as the area within the following boundary: Junction SC188 and Petty Rd (SSR589) east and north on Clyde Crenshaw Rd to Frenge Branch Rd (SSR 61; SSR 61 northeast to Lake Keowee west shore; northeast to two mile arc southwest of ONS; southeast along arc to Doug Hollow Rd; south and east to Rochester highway (SC 130); north on SC 130 for 0.75 mile; east to midstream of Seneca River; downstream to a point due east of Dodd Farm Rd; west overland to Dodd Farm Rd across Lawrence Bridge Rd and overland to midstream of little River; Little River west to Little River spillway; west northwest across Lake Keowee to east end of Maughan Trail; northwest to Harbor Way; west to to Mallard Bend Rd; north to Fairview Church Rd; westnorthwest to a point between Hampton Shores and Fairview Shores developments; north overland to midstream of Crooked Creek; northwest to midspan Keowee School Rd bridge (SC 188); SC 188 northwest to junction with Biggerstaff Rd (SSR 589).
Oconee Nuclear Station L4 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
D2 County: Oconee Communities: Bayshore, Newry, Hanover Hills Defined as the area within the following boundary: Junction of SC 188 and Biggerstaff Rd (SSR 46); southeast along Biggerstaff Rd Fairview Church Rd northeast and east to Mallard Bend Rd; south to Harbers Way; southeast to Maughan Trail; southeast to west shore of Lake Keowee; southeast across Lake Keowee to the Little River spillway on SC 130; east along the Little River to a point west of junction of Lawrence Bridge Rd (SSR 225) and Dodd Farm Rd; east to the junction and northeast along Dodd Farm Rd to midstream Seneca River; downstream to midspan of Old Cherry Rd (SSR 37) bridge; SSR 37 west to J P Stevens Rd (SSR 37); south Curry Drive (SSR 65); SSR 65 west and south to midspan of bridge over Lake Hartwell at Martin Creek; west midstream to west shore, east to junction of Seneca Springs Landing and Singing Pines Rd (SSR 137); SSR 137 north to Wells Highway (SSR 488); SSR 488 west and northwest to Sandifer Blvd (US 76123); US 76123 southwest to Richland Rd (SSR 13); SSR 13 west to Poplar Springs Rd (SSR 35); SSR 35 north to West Halfway Branch Rd; east to Blue Ridge Blvd (SC 28); east northeast overland to a point on Keowee School Rd (SC 188) halfway between the junctions with Old Walhalla Highway (SSR 60) and Mt Olive Church Rd (W A66); SC 188 northeast to junction with Biggerstaff Rd (SSR 46).
E1 County: Oconee Communities: Keowee, New Hope Defined as the area within the following boundary: Junction Jones Rd (SSR 24) and Old Station (SSR 40) north on Alexander Rd to Burnt Tanyard Rd (SSR132);
SSR 132 northeast to midspan Tanyard Bridge; east midstream of Little River to midstream Stamp Creek Inlet (Fork Bottom Bend); southeast to two mile arc northwest of ONS; south along arc across junction of High Falls Rd and Jubie Lane; south along arc across Ellenburg Rd and the east end of Knox Landing to midstream of Lake Keowee; south west to the northwest end of Fenge Branch Rd; southwest to Clyde Crenshaw Rd; west to junction of Keowee School Rd (SC 188) and Petty RD (SSR 589); south on SC 188 to mid span of the bridge over Crooked Creek; Crooked Creek northwest to the Wolf Stake Church Rd (SSR 223) creek crossing; SSR 223 northeast and north to junction SC 183 and Old Station Rd (SSR 40); SSR 40 northwest to the junction with Jones Rd (SSR 24).
Oconee Nuclear Station L5 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
E2 County: Oconee Communities: Wolfs Stake, Ebenezer, West Union, Poplar Springs Defined as the area within the following boundary: Junction White Cut Rd (SSR 174) and Oconee Station Rd (SSR 95) east along SSR 95 to junction with SC 11 and LeCroy Rd (SSR 198); SSR 198 (Le Croy, Deaton, Jones Rds) east to Old Station Rd (SSR40); SSR 40 to junction with Pickens Highway (SC 183); and Wolf Stake Church Rd (SSR223); SSR 223 south to crossing of Crooked Creek; southeast along midstream of Crooked Creek past Tanyard Bridge (on SC 188) to a point midstream, north of the midpoint between Hampton Shores and Fairview Shores developments on Fairview Church Rd; south along the line formed by the points, then west on Fairview Church Rd to Biggerstaff Rd (SSR 46); northwest to Keowee School Rd (SC 188); southwest along SC 188 to a point due east of the junction of Blue Ridge Blvd (SC 28) and Halfway Branch Rd; west overland to the junction and along Halfway Branch Rd to Poplar Springs Rd (SSR 35); south to Levi Lane; northwest to junction with SC 11; north to West Bear Swamp Rd (SSR 220); northwest to junction with ScS37 241 and SC 183; south to Flat Rock Rd; south to Flat Rock Rd; south to Skyview Drive; northwest along the intermittent creek bed of the Negro Fork to the junction of Coffee RD and ScS37176; along a line overland to the west end of Boomer Rd, then north paralleling Zion Rd (ScS37176) to the junction of Highlands Highway (SC 28) and W A3 road; northeast along a line overland to the junction of Playground Road and Kyle Drive; east northeast along a line overland to the junction of Picket Post Rd and Twin Branch Drive; north along Picket Post Rd to White Cut Rd(ScS37174); north to junction with Oconee Station Rd (SSR 95).
F1 County: Oconee Communities: Stamp Creek Defined as the area within the following boundary: Tanyard Bridge on Burnt Tanyard Rd (SSR 132) northeast to Collins Rd; east and north to Rochester Highway (SC 130); northwest to Stamp Creek Rd east to Nimmons Bridge Rd (SSR 128); south to Keowee Town Landing Rd (SSR 98); SSR 98 to west shore of Lake Keowee; east to midstream of Lake Keowee; south along midstream to two mile arc north of ONS; southwest along the arc to midstream of Stamp Creek Inlet; northwest midstream to midstream of the Little River Inlet; west to the Tanyard Bridge on Burnt Tanyard Rd (SSR 132).
Oconee Nuclear Station L6 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1
F2 County: Oconee Communities: Tamassee, Salem, Picket Poast, Oconee Creek, D.A.R., Fall Creek, Flat Shoals Defined as the area within the following boundary: Junction White Cut Rd (SSR 174) and Oconee Station RD (SSR 95)northwest along SSR 95 to Rocky Ford Rd; north to ScS3795; north to Tamassee Knob Rd; north and east to junction with Cherokee Valley Rd; east overland to Mud Creek; north up Mud Creek to the creek crossing of Lewin Way; Lewin Way north to Whitmire Church Rd; southeast to Baineridge Drive; northeast overland to the shore of Whitewater Lake ; north overland to Little River Rd; southeast to Little River Rd creek crossing of the Whitewater Lake outfall; northeast overland to a point midway between North Fork Little River and Ridge Rd; southeast to Smeltzer Creek; north along Smeltzer Creek to a point due west of the junction of Whitewater Falls Rd (SC 130) and Smeltzer Mtn. Rd; east to the junction; Smeltzer Mtn Rd east overland to Boone Trail: east to Shallow Shack Rd; north to Jocassee Lake Rd; northeast to the junction with Patterson Ridge Rd; due east overland to Jocassee Rd; Jocassee Rd southwest to west shore of Lake Keowee; southeast to midstream of Lake Keowee; south to Keowee Town Landing; Keowee Town Landing Rd west to Nimmons Bridge Rd (SSR 128); north to Stamp Creek Rd (SSR 200); west to SC 130; south to Collins Rd; south and west to Burnt Tanyard Rd (SSR 132); southwest to Alexander Springs Rd; southwest to Old Station Rd (SSR 24); northwest on Jones, Denton and LeCroy Rd (SSR198) to Oconee Station Rd (SSR95); northwest to junction with White Cut Rd (SSR 174).
Oconee Nuclear Station L7 KLD Engineering, P.C.
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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), how would the ETE be affected? The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation of the entire EPZ. Table M1 presents the results of this study.
Table M1. Evacuation Time Estimates for Trip Generation Sensitivity Study Trip Evacuation Time Estimate for Entire EPZ Generation Period 90th Percentile 100th Percentile 2 Hours 3:40 4:55 3 Hours 3:40 5:00 4 Hours 3:45 5:00 5 Hours (Base) 3:50 5:10 As discussed in Section 7.3, traffic congestion persists within the EPZ for about 5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br />. As such, the ETE for the 100th percentile are not significantly affected by the trip generation time, but rather by the time needed to clear the congestion within the EPZ. The 90th percentile ETE are also not sensitive to truncating the tail of the mobilization time distribution due to the traffic congestion.
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M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation for 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 M2 presents the evacuation time estimates for each of the cases considered. The results show that the ETE is reduced by 5 minutes for the 100th percentile ETE when reducing shadow evacuation from 20% to 0%. Reducing the shadow evacuation to 0% or 15% reduces the 90th percentile ETE by 15 minutes and 5 minutes, respectively. Tripling the shadow percentage increases the ETE by 10 minutes for both the 90th and 100th percentiles - not a significant change.
Note, the telephone survey results presented in Appendix F indicate that 17% of households would elect to evacuate if advised to shelter. Thus, the base assumption of 20% noncompliance suggested in NUREG/CR7002 is valid.
Table M2. Evacuation Time Estimates for Shadow Sensitivity Study Evacuating Evacuation Time Estimate for Entire EPZ Percent Shadow Shadow Evacuation Vehicles 90th Percentile 100th Percentile 0 0 3:35 5:05 15 5,036 3:45 5:05 20 (Base) 6,714 3:50 5:10 60 20,142 4:00 5:20 Oconee Nuclear Station M2 KLD Engineering, P.C.
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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 EPZ. As population in the EPZ changes over time, the time required to evacuate the public may increase. Since the ETE is related to the demand to capacity ratio present within the EPZ, changes in population will cause the demand side of the equation to change. The sensitivity study was conducted using the following planning assumptions:
- 1. The change in population within the EPZ was treated parametrically. The percent population change increased up to 30%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and the Shadow Region.
- 2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements were not considered.
- 3. The study was performed for the 2Mile Region (R01), the 5Mile Region (R02) and the entire EPZ (R03).
- 4. The good weather scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 1).
- 5. The scenario which yielded the highest ETE values overall was also considered in this sensitivity (Scenario 13 - special event - Clemson Football).
Table M3 and Table M4 present the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR7002, 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 2Mile Region, 5Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less.
Those percent population changes which result in ETE changes greater than 25% or 30 minutes are indicated in red boldface font in Table M3 - greater than or equal to a 20% change in the EPZ population and Table M4 - a 20% increase in the EPZ population. Duke Energy will have to estimate the EPZ population on an annual basis. If the cumulative change in EPZ population since the 2010 Census increases by 20% or more, an updated ETE analysis will be needed.
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Table M3. ETE Variation with Population Change (Scenario 1)
Population Change Resident & Base 1 10% 20% 30%
Shadow Population 94,699 104,169 113,639 123,109 th ETE for 90 Percentile Population Change Region Base 10% 20% 30%
2-MILE 1:35 1:35 1:35 1:35 5-MILE 2:10 2:10 2:15 2:15 FULL EPZ 3:50 3:55 4:15 4:30 ETE for 100th Percentile Population Change Region Base 10% 20% 30%
2-MILE 5:00 5:00 5:00 5:00 5-MILE 5:05 5:05 5:05 5:05 FULL EPZ 5:10 5:20 5:40 6:10 Table M4. ETE Variation with Population Change (Scenario 13)
Population Change Resident & Base 1 18% 19% 20%
Shadow Population 94,699 111,745 112,692 113,639 th ETE for 90 Percentile Population Change Region Base 18% 19% 20%
2-MILE 1:25 1:30 1:30 1:30 5-MILE 1:55 1:55 1:55 2:00 FULL EPZ 6:05 6:25 6:30 6:30 ETE for 100th Percentile Population Change Region Base 18% 19% 20%
2-MILE 5:00 5:00 5:00 5:00 5-MILE 5:05 5:05 5:05 5:05 FULL EPZ 8:45 9:05 9:10 9:25 1
Base population is total EPZ population and 20% of shadow population, refer to Table 37.
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M.4 Sheep Farm Rd Sensitivity Analysis A sensitivity study was conducted to determine the effect on ETE of the proposed roadway improvements to Sheep Farm Road. The proposed Sheep Farm Road will extend north from US 76/123 (existing intersection) to SC 28, traversing Bountyland Road. The total length of the proposed roadway is 2.3 miles. Figure M1 displays the location of the roadway.
Sheep Farm Road will be a fivelane (2 lanes in each direction with a center lane for left turns) minor arterial with 12 foot lanes and a 4 foot shoulder. The current posted speed is 35 mph.
The construction is scheduled to be complete and the road opened by December 30, 2012, but it may open sooner due to good weather during construction. Once open, the route will serve as the only route to bypass the heavily used intersection of US 123 and SC 28 - often referred to as the Miracle Circle - in Seneca.
The good weather scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 1).
Table M5 summarizes the ETE for the 2Mile, 5Mile and Full EPZ regions for the base case as well as the sensitivity study. For all cases, the ETE does not change at the 90th or 100th percentile when Sheep Farm Road is included as an evacuation route.
The simulation results indicate that more than a thousand vehicles divert to this new route to avoid the congestion at the Miracle Circle intersection. This diversion does reduce congestion at the Miracle Circle intersection and results in the intersection clearing sooner. However, the narrowing of US 76/US 123 westbound through Westminster in the Shadow Region is still the last bottleneck to clear. This bottleneck dictates the ETE, which explains why the Sheep Farm Rd improvement does not impact ETE even though it aids local traffic congestion. In conclusion, the opening of Sheep Farm Rd in late 2012 will not impact ETE for the ONS EPZ.
Table M5. Evacuation Time Estimates for Sheep Farm Road Analysis 90th 100th Percentile Percentile Case Region ETE ETE 2Mile Region 1:35 5:00 Base ETE 5Mile Region 2:10 5:05 Full EPZ 3:50 5:10 2Mile Region 1:35 5:00 ETE with Sheep 5Mile Region 2:10 5:05 Farm Road Full EPZ 3:50 5:10 Oconee Nuclear Station M5 KLD Engineering, P.C.
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Figure M1. Sheep Farm Road Location Oconee Nuclear Station M6 KLD Engineering, P.C.
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APPENDIX N ETE Criteria Checklist
N. ETE CRITERIA CHECKLIST Table N1. ETE Review Criteria Checklist NRC Review Criteria Criterion Addressed Comments in ETE Analysis 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 Figures 11, 31 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 13 provided and includes similar information as identified in Table 11, ETE Comparison, of NUREG/CR7002.
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 Sections 2.1, 3, 8 large employers, and special events should be identified.
- c. Discussion should be presented on use of traffic control Yes Sections 1.3, 2.2, 9; Appendix G plans in the analysis.
- d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 13, Appendix B, identified by name and version. Appendix C Oconee Nuclear Station N1 KLD Engineering, P.C.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- e. Methods used to address data uncertainties should be Yes Section 3 - avoid double counting described. Section 5, Appendix F - 4.4% 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 12, General Yes Sections 2.2, 2.3 Assumptions, of NUREG/CR7002 should be provided and include the basis to support their use.
1.3 Scenario Development
- a. The ten scenarios in Table 13, Evacuation Scenarios, Yes Tables 21, 62 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.
1.3.1 Staged Evacuation
- a. A discussion should be provided on the approach used in Yes Sections 5.4.2, 7.2 development of a staged evacuation.
1.4 Evacuation Planning Areas
- b. A table should be provided identifying the ERPAs Yes Tables 61, 75, H1 considered for each ETE calculation by downwind direction in each sector.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- c. A table similar to Table 14, Evacuation Areas for a Staged Yes Tables 73, 74 Evacuation Keyhole, of NUREG/CR7002 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.
2.0 Demand Estimation
- a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients - Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools - Section 8, Appendix E 2.1 Permanent Residents and Transient Population
- a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.
- b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis.
growth to reflect population estimates to the year of the ETE.
- c. A sector diagram should be included, similar to Figure 21, Yes Figure 32 Population by Sector, of NUREG/CR7002, 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 1.69 persons per vehicle based on or justification should be provided for other values. telephone survey results - see Table 13
- b. Major employers should be listed. Yes Appendix E - Table E4 Oconee Nuclear Station N3 KLD Engineering, P.C.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 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 34, 35 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 63 to estimate average transient population by scenario.
Section 2.1 - Item 6, Section 3.3
- 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 21 Yes Figure 36 - transients of NUREG/CR7002, showing the population distribution Figure 38 - 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 81 dependent residents should be discussed.
- b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 85, 810 should be quantified.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.
- d. The methodology used to determine the number of Yes Section 8.5 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.
- 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 81 - 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 86 ambulances, or other transport needed to support Table 85 evacuation should be provided and the quantification of resources should be detailed enough to assure double Section 2 counting has not occurred.
2.3 Special Facility Residents
- a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E1, E2, E3, E7 - 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3, 8.6 data was obtained.
- c. The number of wheelchair and bedbound individuals Yes Section 8.3, Table 84 should be provided.
- d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 84, 85 provided.
- e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4, 8.6 medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.
2.4 Schools
- a. A list of schools including name, location, student Yes Table 82 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 82 schools should be based on 100% of the school capacity.
- c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.
- d. The need for return trips should be identified if necessary. Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 and Figure 81 discuss the potential for a multiple wave evacuation Oconee Nuclear Station N6 KLD Engineering, P.C.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 2.5.1 Special Events
- a. A complete list of special events should be provided and Yes Section 3.7 includes information on the population, estimated 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 Figures 21, 71 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 34 Table 33
- c. The loading of the shadow evacuation onto the roadway Yes Section 5 - Table 59 network should be consistent with the trip generation time generated for the permanent resident population.
2.5.3 Background and Pass Through Traffic
- a. The volume of background traffic and pass through traffic Yes Sections 3.6, 6 is based on the average daytime traffic. Values may be Table 36, 63, 64 reduced for nighttime scenarios.
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- b. Pass through traffic is assumed to have stopped entering Yes Section 2.3 - Assumption 5 the EPZ about two hours after the initial notification. Section 3.6 Table 63 - External Through Traffic footnote Appendix G 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 37, 38, 64 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and passthrough demand used in each scenario.
3.0 Roadway Capacity
- a. The method(s) used to assess roadway capacity should be Yes Section 4 discussed.
3.1 Roadway Characteristics
- a. A field survey of key routes within the EPZ has been Yes Section 1.3 conducted.
- b. Information should be provided describing the extent of Yes Section 1.3 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 K1 Characteristics, of NUREG/CR7002 should be provided.
- d. Calculations for a representative roadway segment should Yes Section 4 be provided.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K1 through K41 numbers and segments used to develop the ETE should be present the entire linknode analysis provided and should be similar to Figure 31, Roadway network at a scale suitable to identify all Network Identifying Nodes and Segments, of NUREG/CR links and nodes 7002.
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 K2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.
- b. Characteristics for the 10 highest volume intersections Yes Table J1 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 3.4 Adverse Weather
- a. The adverse weather condition should be identified and Yes Table 21, Section 2.3 - Assumption 9 the effects of adverse weather on mobilization time Mobilization time - Table 22, Section 5.3 should be considered. (page 510)
- b. The speed and capacity reduction factors identified in Yes Table 22 - based on HCM 2010. The Table 31, Weather Capacity Factors, of NUREG/CR7002 factors provided in Table 31 of should be used or a basis should be provided for other NUREG/CR7002 are from HCM 2000.
values.
- c. The study identifies assumptions for snow removal on Yes Section 5.3 - page 510 streets and driveways, when applicable. Appendix F - Section F.3.3 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.1.1 Permanent Residents and Transient Population
- a. Permanent residents are assumed to evacuate from their Yes Section 5 discusses trip generation for homes but are not assumed to be at home at all times. households with and without returning Trip generation time includes the assumption that a commuters. Table 63 presents the percentage of residents will need to return home prior to percentage of households with returning evacuating. commuters and the percentage of households either without returning commuters or with no commuters.
Appendix F presents the percent households who will await the return of commuters. Section 2.3, Assumption 3
- b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients. The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.
- c. The trip generation time accounts for transients Yes Section 5, Figure 51 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 59 should be integrated and loaded onto the transportation network with the general public.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.1.2 Transit Dependent Residents
- a. If available, existing plans and bus routes should be used Yes Section 8.4 - page 88. Preestablished bus in the ETE analysis. If new plans should be developed with routes do not exist. Basic bus routes were the ETE, they have been agreed upon by the responsible developed for the ETE analysis - see Figure authorities. 82, Table 810. State and county emergency management agencies reviewed and approved the ETE study including these prescribed routes.
- b. Discussion should be included on the means of evacuating Yes Sections 8.4, 8.5 ambulatory and nonambulatory residents.
- c. The number, location, and availability of buses, and other Yes Section 8.4, Table 85 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 81 drivers, and initiate the bus route should be provided.
- e. Discussion should identify the time estimated for transit Yes Section 8.4, page 88 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 passengers should be discussed.
- g. A map of bus routes should be included. Yes Figure 82
- h. The trip generation time for nonambulatory 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- i. Information should be provided to supports analysis of Yes Sections 8.4, 8.5 return trips, if necessary. Figure 81 Tables 811 through 813 4.1.3 Special Facilities
- a. Information on evacuation logistics and mobilization times Yes Section 84, Tables 87 through 89, 814 should be provided. through 816
- b. Discussion should be provided on the inbound and Yes Section 8.4 outbound speeds.
- c. The number of wheelchair and bedbounds individuals Yes Section 8.4, Tables 84, 814 through 816 should be provided, and the logistics of evacuating these 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 Yes Section 8.4, Table 85 the evacuation can be completed in a single trip or if additional trips should be needed.
- f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.
- g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.
- h. Supporting information should be provided to quantify the Yes Section 8.4 time elements for the return trips.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.1.4 Schools
- a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.
- b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 86.
School bus speeds are presented in Tables 87 through 89 Section 8.4 discusses inbound and outbound speeds
- c. Time for loading of students should be provided. Yes Tables 87 through 89, Discussion in Section 8.4
- d. Information should be provided that indicates whether Yes Section 8.4 - page 86 the evacuation can be completed in a single trip or if 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.
- f. If used, reception centers should be identified. Discussion Yes Table 83. Students are evacuated to should be provided on whether students are expected to school pickup points where they will be pass through the reception center prior to being picked up by parents or guardians.
evacuated to their final destination.
- g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 87 time elements for the return trips. through 89 provide time needed to arrive at school pickup points, which could be used to compute a second wave evacuation if necessary Oconee Nuclear Station N14 KLD Engineering, P.C.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.2 ETE Modeling
- a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.2.0) System. Section 1.3, and demonstrates its use in ETE studies. Table 13, Appendix B, Appendix C
- b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.
the analytical approach used. All criteria elements should have been met, as appropriate.
4.2.1 Traffic Simulation Model Input
- a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided. simulation model assumptions and algorithms Table J2 - model inputs
- b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Tables C1, C2 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.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- b. The minimum following model outputs should be provided Yes 1. Table J5.
to support review: 2. Table J3.
- 1. Total volume and percent by hour at each EPZ exit 3. Table J1.
node. 4. Table J3.
- 2. Network wide average travel time. 5. Figures J1 through J14 (one plot
- 3. Longest queue length for the 10 intersections with the for each scenario considered).
highest traffic volume. 6. Table J4. Network wide average
- 4. Total vehicles exiting the network. speed also provided in Table J3.
- 5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.
- 6. Average speed for each major evacuation route that exits the EPZ.
- c. Color coded roadway maps should be provided for various Yes Figures 73 through 710 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 71, 72 100% of the total permanent resident and transient population Oconee Nuclear Station N16 KLD Engineering, P.C.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis
- b. The ETE for 100% of the general public should include all Yes Section 5.4 - truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained. Table 72 - 100th percentile ETE for general population
- c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 73, 74 similar to Table 43, ETEs for Staged Evacuation Keyhole, of NUREG/CR7002.
- d. ETEs should be provided for the 100 percent evacuation of Yes Section 8.4, 8.5 special facilities, transit dependent, and school Tables 87 through 89 populations.
Tables 811 through 816 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 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 time should be provided.
- b. A statement or discussion regarding presentation of Yes Results of the ETE study were formally enhancements to local authorities should be provided. presented to local authorities at the final project meeting. Recommended enhancements were discussed.
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NRC Review Criteria Criterion Addressed Comments in ETE Analysis 5.3 State and Local Review
- a. A list of agencies contacted and the extent of interaction Yes Table 11 with these agencies should be discussed.
- b. Information should be provided on any unresolved issues Yes After review with the offsite agencies, all that may affect the ETE. issues have been resolved.
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 101 should be provided.
- b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multiwave return times for buses should be provided. evacuation procedure. Figure 81
- c. It should be clearly stated if it is assumed that passengers Yes Section 2.3 - Assumption 7h are left at the reception center and are taken by separate Section 10 buses to the congregate care center.
Technical Reviewer _______________________________ Date _________________________
Supervisory Review _______________________________ Date _________________________
Oconee Nuclear Station N18 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 1