View source for RA-18-0199, (Cns), Units 1 and 2 - Submittal of Evacuation Time Estimates (ETE) Analysis

{{Adams
| number = ML18289A782
| issue date = 10/16/2018
| title = (Cns), Units 1 and 2 - Submittal of Evacuation Time Estimates (ETE) Analysis
| author name = Simril T
| author affiliation = Duke Energy Carolinas, LLC
| addressee name = 
| addressee affiliation = NRC/Document Control Desk, NRC/NRR
| docket = 05000413, 05000414
| license number = NPF-035, NPF-052
| contact person = 
| case reference number = RA-18-0199
| document report number = KLD TR - 1025, Rev. 0
| document type = Evacuation Time Estimate/Report (ETE), Letter type:RA
| page count = 696
}}

=Text=
{{#Wiki_filter:Tom Simril Vice President Catawba Nuclear Station Duke Energy CN01VP I 4800 Concord Road York, SC 29745 o: 803.701.3340 f: 803.701.3221 tom.simril@duke-energy.com RA-18-0199                                                                       10 CFR 50 App E 10 CFR 50.4 October 16, 2018 ATTN: Document Control Desk U.S. Nuclear Regulatory Commission Washington, DC 20555 Duke Energy Carolinas, LLC (Duke Energy)
Catawba Nuclear Station (CNS), Units 1 and 2 Docket Number(s) 50-413 and 50-414 Renewed License Nos. NPF-35 and NPF-52

==Subject:==
Submittal of Evacuation Time Estimates (ETE) Analysis

==References:==
: 1. 10 CFR 50 Appendix E, Emergency Planning and Preparedness for Production and Utilization Facilities Section IV.5 of Reference 1 requires, in part, that nuclear reactor power licensees estimate EPZ permanent resident population changes once per year. Section IV.6 of Reference 1 requires, in part, that if the resident population change, estimated per Section IV.5, demonstrates an increase of 25 percent population or 30 minutes evacuation time, whichever is less, the licensee shall update the ETE analysis to reflect the impact of that population increase. Additionally, the licensee shall submit the updated analysis no later than 365 days of the determination that the criteria for updating the ETE analysis has been met.
The CNS 2017 Population Update Analysis determined the estimated permanent resident population within the Emergency Planning Zone has grown enough to trigger a full ETE update.
This submittal comprises the aforementioned 365 day response for CNS. The enclosure is the evacuation time estimates report for CNS.
www.duke-energy.com

U.S. Nuclear Regulatory Commission RA-18-0199 Page 12 October 16, 2018 This letter contains no new regulatory commitments. Should you have any questions concerning this letter, or require additional information, please contact Sherry Andrews at (803) 701-3424.
Sincerely, Tom Simril Vice President, Catawba Nuclear!Station

==Enclosure:==
Catawba Nuclear Station, Development of Evacuation Time Estimates

U.S. Nuclear Regulatory Commission RA-18-0199 Page l 3 October 16, 2018 xc (with enclosure):
Catherine Haney Regional Administrator U.S. Nuclear Regulatory Commission - Region II Marquis One Tower 245 Peachtree Center Ave., NE Suite 1200 Atlanta, GA 30303-1257 Michael Mahoney NRC Project Manager (CNS)
U.S. Nuclear Regulatory Commission One White Flint North, Mail Stop O-8B1A 11555 Rockville Pike Rockville, MD 20852-2738 Joseph D. Austin NRC Senior Resident Inspector Catawba Nuclear Station

U.S. Nuclear Regulatory Commission RA-18-0199 Page l 4 October 16, 2018 xc (without enclosure):
Lynne Garner, Manager S.C. DEHEC Radioactive & Infectious Waste Management garnerld@dhec.sc.gov Derrick Stanley S.C. Department of Health and Environmental Control Nuclear Response and Emergency Environmental Surveillance 2600 Bull Street Columbia, SC 29201

Catawba Nuclear Station Development of Evacuation Time Estimates Work performed for Duke Energy, by:
KLD Engineering, P.C.
1601 Veterans Memorial Highway, Suite 340 Islandia, NY 11749 email: kweinisch@kldcompanies.com September 20, 2018                Final Report, Rev. 0         KLD TR - 1025

Table of Contents 1    INTRODUCTION .................................................................................................................................. 11 1.1     Overview of the ETE Process ...................................................................................................... 11 1.2     The Catawba Nuclear Station Location ...................................................................................... 13 1.3     Preliminary Activities ................................................................................................................. 13 1.4     Comparison with Prior ETE Study .............................................................................................. 16 2 STUDY ESTIMATES AND ASSUMPTIONS............................................................................................. 21 2.1     Data Estimates ........................................................................................................................... 21 2.2     Study Methodological Assumptions .......................................................................................... 22 2.3     Study Assumptions ..................................................................................................................... 23 3 DEMAND ESTIMATION ....................................................................................................................... 31 3.1     Permanent Residents ................................................................................................................. 32 3.1.1     Special Facilities ................................................................................................................. 34 3.1.2     Commuter Colleges ............................................................................................................ 34 3.2     Shadow Population .................................................................................................................... 34 3.3     Transient Population .................................................................................................................. 35 3.4     Employees .................................................................................................................................. 35 3.5     Medical Facilities ........................................................................................................................ 36 3.6     Transit Dependent Population ................................................................................................... 37 3.7     School Population Demand ........................................................................................................ 38 3.8     Special Event .............................................................................................................................. 39 3.9     Special Needs Population........................................................................................................... 39 3.10    Correctional Facilities ............................................................................................................... 310 3.11    External Traffic ......................................................................................................................... 310 3.12    Background Traffic ................................................................................................................... 310 3.13    Summary of Demand ............................................................................................................... 311 333 4    ESTIMATION OF HIGHWAY CAPACITY................................................................................................ 41 4.1     Capacity Estimations on Approaches to Intersections .............................................................. 42 4.2     Capacity Estimation along Sections of Highway ........................................................................ 44 4.3     Application to the CNS Study Area ............................................................................................ 46 4.3.1     TwoLane Roads ................................................................................................................. 46 4.3.2     MultiLane Highway ........................................................................................................... 46 4.3.3     Freeways ............................................................................................................................ 47 4.3.4     Intersections ...................................................................................................................... 48 4.4     Simulation and Capacity Estimation .......................................................................................... 48 5 ESTIMATION OF TRIP GENERATION TIME .......................................................................................... 51 5.1     Background ................................................................................................................................ 51 5.2     Fundamental Considerations ..................................................................................................... 53 5.3     Estimated Time Distributions of Activities Preceding Event 5 ................................................... 54 5.4     Calculation of Trip Generation Time Distribution ...................................................................... 55 5.4.1     Statistical Outliers .............................................................................................................. 55 Catawba Nuclear Station                                               i                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                           Rev. 0

5.4.2      Staged Evacuation Trip Generation ................................................................................... 57 5.4.3      Evacuation of Waterways .................................................................................................. 59 6     DEMAND ESTIMATION FOR EVACUATION SCENARIOS ..................................................................... 61 7     GENERAL POPULATION EVACUATION TIME ESTIMATES (ETE) .......................................................... 71 7.1      Voluntary Evacuation and Shadow Evacuation ......................................................................... 71 7.2      Staged Evacuation ...................................................................................................................... 72 7.3      Patterns of Traffic Congestion during Evacuation ..................................................................... 72 7.4      Evacuation Rates ........................................................................................................................ 73 7.5      Evacuation Time Estimate (ETE) Results .................................................................................... 74 7.6      Staged Evacuation Results ......................................................................................................... 76 7.7      Guidance on Using ETE Tables ................................................................................................... 77 8 TRANSITDEPENDENT AND SPECIAL FACILITY EVACUATION TIME ESTIMATES ................................. 81 8.1      ETEs for Transit Dependent People ........................................................................................... 82 8.2      ETE for Homebound Special Needs Population ......................................................................... 89 8.3      Correctional Facilities ............................................................................................................... 810 9 TRAFFIC MANAGEMENT STRATEGY ................................................................................................... 91 9.1      Assumptions ............................................................................................................................... 92 9.2      Additional Considerations .......................................................................................................... 92 10       EVACUATION ROUTES .................................................................................................................. 101 10.1 Evacuation Routes.................................................................................................................... 101 10.2 Reception Centers .................................................................................................................... 102 A. GLOSSARY OF TRAFFIC ENGINEERING TERMS .................................................................................. A1 B. DYNAMIC TRAFFIC ASSIGNMENT AND DISTRIBUTION MODEL .........................................................B1 C. DYNEV TRAFFIC SIMULATION MODEL ...............................................................................................C1 C.1      Methodology ..............................................................................................................................C2 C.1.1      The Fundamental Diagram .................................................................................................C2 C.1.2      The Simulation Model ........................................................................................................C2 C.1.3      Lane Assignment ................................................................................................................C6 C.2      Implementation .........................................................................................................................C6 C.2.1      Computational Procedure ..................................................................................................C6 C.2.2      Interfacing with Dynamic Traffic Assignment (DTRAD) .....................................................C7 D. DETAILED DESCRIPTION OF STUDY PROCEDURE .............................................................................. D1 E. FACILITY DATA .................................................................................................................................... E1 F. TELEPHONE SURVEY ........................................................................................................................... F1 F.1      Introduction ............................................................................................................................... F1 F.2      Survey Instrument and Sampling Plan ....................................................................................... F1 F.3      Survey Results ............................................................................................................................ F2 F.3.1 Household Demographic Results ........................................................................................... F2 F.3.2    Evacuation Response ............................................................................................................. F3 Catawba Nuclear Station                                                 ii                                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                             Rev. 0

F.3.3   Time Distribution Results ....................................................................................................... F4 F.4      Conclusions ................................................................................................................................ F5 G. TRAFFIC MANAGEMENT PLAN .......................................................................................................... G1 G.1      Traffic Control Points ................................................................................................................ G1 G.2      Security Road Blocks ................................................................................................................. G2 H EVACUATION REGIONS ..................................................................................................................... H1 J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM ..................................... J1 K. EVACUATION ROADWAY NETWORK .................................................................................................. K1 L. ZONE BOUNDARIES ............................................................................................................................ L1 M.       EVACUATION SENSITIVITY STUDIES ............................................................................................. M1 M.1 Effect of Changes in Trip Generation Times ............................................................................ M1 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate ................. M1 M.3 Effect of Changes in EPZ Resident Population ......................................................................... M1 M.4 Enhancements in Evacuation Time .......................................................................................... M2 N. ETE CRITERIA CHECKLIST ................................................................................................................... N1 Note: Appendix I intentionally skipped Catawba Nuclear Station                                                 iii                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                             Rev. 0

List of Figures Figure 11. CNS Location ......................................................................................................................... 112 Figure 12. CNS LinkNode Analysis Network.......................................................................................... 113 Figure 21. Voluntary Evacuation Methodology ....................................................................................... 28 Figure 31. Catawba Nuclear Station EPZ................................................................................................ 328 Figure 32. Census Boundaries within the CNS Study Area .................................................................... 329 Figure 33. Permanent Resident Population by Sector ........................................................................... 330 Figure 34. Permanent Resident Vehicles by Sector ............................................................................... 331 Figure 35. Shadow Population by Sector ............................................................................................... 332 Figure 36. Shadow Vehicles by Sector ................................................................................................... 333 Figure 37. Transient Population by Sector............................................................................................. 334 Figure 38. Transient Vehicles by Sector ................................................................................................. 335 Figure 39. Employee Population by Sector ............................................................................................ 336 Figure 310. Employee Vehicles by Sector .............................................................................................. 337 Figure 41. Fundamental Diagrams ........................................................................................................... 49 Figure 51. Events and Activities Preceding the Evacuation Trip ............................................................ 515 Figure 52. Evacuation Mobilization Activities ........................................................................................ 516 Figure 53. Comparison of Data Distribution and Normal Distribution .................................................. 517 Figure 54. Comparison of Trip Generation Distributions....................................................................... 518 Figure 55. Comparison of Staged and Unstaged Trip Generation Distributions in the 2 to 5 Mile Region .................................................................................................................................... 519 Figure 61. CNS EPZ Zones......................................................................................................................... 68 Figure 71. Voluntary Evacuation Methodology ..................................................................................... 721 Figure 72. CNS Shadow Region .............................................................................................................. 722 Figure 73. Congestion Patterns at 30 Minutes after the Advisory to Evacuate .................................... 723 Figure 74. Congestion Patterns at 1 Hour after the Advisory to Evacuate ............................................ 724 Figure 75. Congestion Patterns at 3 Hours and 45 minutes after the Advisory to Evacuate ................ 725 Figure 76. Congestion Patterns at 5 Hours and 15minutes after the Advisory to Evacuate ................. 726 Figure 77. Congestion Patterns at 6 Hours, 15 Minutes after the Advisory to Evacuate ...................... 727 Figure 78. Congestion Patterns at 6 Hours, 45 Minutes after the Advisory to Evacuate ...................... 728 Figure 79. Evacuation Time Estimates  Scenario 1 for Region R03 ...................................................... 729 Figure 710. Evacuation Time Estimates  Scenario 2 for Region R03 .................................................... 729 Figure 711. Evacuation Time Estimates  Scenario 3 for Region R03 .................................................... 730 Figure 712. Evacuation Time Estimates  Scenario 4 for Region R03 .................................................... 730 Figure 713. Evacuation Time Estimates  Scenario 5 for Region R03 .................................................... 731 Figure 714. Evacuation Time Estimates  Scenario 6 for Region R03 .................................................... 731 Figure 715. Evacuation Time Estimates  Scenario 7 for Region R03 .................................................... 732 Figure 716. Evacuation Time Estimates  Scenario 8 for Region R03 .................................................... 732 Figure 717. Evacuation Time Estimates  Scenario 9 for Region R03 .................................................... 733 Figure 718. Evacuation Time Estimates  Scenario 10 for Region R03 .................................................. 733 Figure 719. Evacuation Time Estimates  Scenario 11 for Region R03 .................................................. 734 Figure 720. Evacuation Time Estimates  Scenario 12 for Region R03 .................................................. 734 Figure 721. Evacuation Time Estimates  Scenario 13 for Region R03 .................................................. 735 Figure 722. Evacuation Time Estimates  Scenario 14 for Region R03 .................................................. 735 Figure 81. Chronology of Transit Evacuation Operations ...................................................................... 854 Figure 101. Major Evacuation Routes within the CNS EPZ .................................................................. 1018 Catawba Nuclear Station                                                  iv                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                              Rev. 0

Figure 102. Transit Dependent Bus Routes ......................................................................................... 1019 Figure 103. General Population Reception Centers ............................................................................ 1020 Figure 104. School Pickup Points ......................................................................................................... 1021 Figure B1. Flow Diagram of SimulationDTRAD Interface........................................................................B5 Figure C1. Representative Analysis Network .........................................................................................C13 Figure C2. Fundamental Diagrams .........................................................................................................C14 Figure C3. A UNIT Problem Configuration with t1 > 0 ............................................................................C14 Figure C4. Flow of Simulation Processing (See Glossary: Table C3) ....................................................C15 Figure D1. Flow Diagram of Activities ..................................................................................................... D5 Figure E1. Overview of Schools within the EPZ ..................................................................................... E18 Figure E2. Schools within Zones B1, B2, C1 and C2 ............................................................................... E19 Figure E3. Overview of Daycares within the EPZ ................................................................................... E20 Figure E4. Daycares within Zones B1, B2, C1 and C2 ............................................................................. E21 Figure E5. Medical Facilities within the EPZ .......................................................................................... E22 Figure E6. Medical Facilities within Zone C2.......................................................................................... E23 Figure E7. Major Employer Locations within the Portions of Gaston and Mecklenburg Counties in the EPZ .................................................................................................................................. E24 Figure E8. Overview of Major Employer Locations within the Portion of York County in the EPZ ....... E25 Figure E9. Major Employer Locations within Zone B2 ........................................................................... E26 Figure E10. Major Employer Locations within Zones C1 and C2 ........................................................... E27 Figure E11. Recreational Areas within the EPZ ...................................................................................... E28 Figure E12. Overview of Lodging Facilities within the EPZ .................................................................... E29 Figure E13. Lodging Facilities within Zones A2, A3 and B2 .................................................................... E30 Figure E14. Lodging Facilities within Zones C1 and C2 .......................................................................... E31 Figure E15. Correctional Facilities within the EPZ ................................................................................. E32 Figure F1. Household Size in the EPZ ....................................................................................................... F7 Figure F2. Household Vehicle Availability ................................................................................................ F7 Figure F3. Vehicle Availability  1 to 5 Person Households ...................................................................... F8 Figure F4. Vehicle Availability  6 to 9+ Person Households .................................................................... F8 Figure F5. Household Ridesharing Preference......................................................................................... F9 Figure F6. Commuters in Households in the EPZ ..................................................................................... F9 Figure F7. Modes of Travel in the EPZ ................................................................................................... F10 Figure F8. Number of Vehicles Used for Evacuation ............................................................................. F10 Figure F9. Households Evacuating with Pets ......................................................................................... F11 Figure F10. Time Required to Prepare to Leave Work........................................................................... F11 Figure F11. Time to Travel Home from Work ........................................................................................ F12 Figure F12. Time to Prepare Home for Evacuation................................................................................ F12 Figure G1. Traffic Control Points for the CNS ......................................................................................... G3 Figure G2. Recommended Traffic Control Point at Catawba River Road & Wylies Mill Road ................ G4 Figure G3. Recommended Traffic Control Point at Lancaster Hwy & Gaston Farm Road ...................... G5 Figure G4. Recommended Traffic Control Point at Chester Hwy & McConnells Hwy ............................ G6 Figure G5. Recommended Traffic Control Point at Lancaster Hwy & Wylies Mill Road ......................... G7 Figure G6. Recommended Traffic Control Point at Lancaster Hwy & Edgeland Road............................ G8 Figure H1. Region R01 ............................................................................................................................. H4 Figure H2. Region R02 ............................................................................................................................. H5 Figure H3. Region R03 ............................................................................................................................. H6 Figure H4. Region R04 ............................................................................................................................. H7 Catawba Nuclear Station                                                 v                                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                             Rev. 0

Figure H5. Region R05.............................................................................................................................. H8 Figure H6. Region R06.............................................................................................................................. H9 Figure H7. Region R07............................................................................................................................ H10 Figure H8. Region R08............................................................................................................................ H11 Figure H9. Region R09............................................................................................................................ H12 Figure H10. Region R10.......................................................................................................................... H13 Figure H11. Region R11.......................................................................................................................... H14 Figure H12. Region R12.......................................................................................................................... H15 Figure H13. Region R13.......................................................................................................................... H16 Figure H14. Region R14.......................................................................................................................... H17 Figure H15. Region R15.......................................................................................................................... H18 Figure H16. Region R16.......................................................................................................................... H19 Figure H17. Region R17.......................................................................................................................... H20 Figure H18. Region R18.......................................................................................................................... H21 Figure H19. Region R19.......................................................................................................................... H22 Figure H20. Region R20.......................................................................................................................... H23 Figure H21. Region R21.......................................................................................................................... H24 Figure H22. Region R22.......................................................................................................................... H25 Figure H23. Region R23.......................................................................................................................... H26 Figure H24. Region R24.......................................................................................................................... H27 Figure H25. Region R25.......................................................................................................................... H28 Figure H26. Region R26.......................................................................................................................... H29 Figure H27. Region R27.......................................................................................................................... H30 Figure H28. Region R28.......................................................................................................................... H31 Figure H29. Region R29.......................................................................................................................... H32 Figure H30. Region R30.......................................................................................................................... H33 Figure H31. Region R31.......................................................................................................................... H34 Figure H32. Region R32.......................................................................................................................... H35 Figure H33. Region R33.......................................................................................................................... H36 Figure H34. Region R34.......................................................................................................................... H37 Figure H35. Region R35.......................................................................................................................... H38 Figure H36. Region R36.......................................................................................................................... H39 Figure H37. Region R37.......................................................................................................................... H40 Figure J1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1) .............. J9 Figure J2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2) ............................... J9 Figure J3. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather (Scenario 3)............ J10 Figure J4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4) ............................ J10 Figure J5. ETE and Trip Generation: Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5) ..................................................................................................................... J11 Figure J6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6) .............. J11 Figure J7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7) ............................... J12 Figure J8. ETE and Trip Generation: Winter, Midweek, Midday, Ice (Scenario 8) .................................. J12 Figure J9. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather (Scenario 9) .............. J13 Figure J10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10) ........................... J13 Figure J11. ETE and Trip Generation: Winter, Weekend, Midday, Ice (Scenario 11) ............................. J14 Figure J12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12) ................................................................................................................... J14 Catawba Nuclear Station                                              vi                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                          Rev. 0

Figure J13. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather, Special Event (Scenario 13) ...................................................................................................................... J15 Figure J14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14) ................................................................................................................ J15 Figure K1. Catawba Nuclear Station LinkNode Analysis Network ...................................................... K168 Figure K2. LinkNode Analysis Network - Grid 1 ................................................................................. K169 Figure K3. LinkNode Analysis Network - Grid 2 ................................................................................. K170 Figure K4. LinkNode Analysis Network - Grid 3 ................................................................................. K171 Figure K5. LinkNode Analysis Network - Grid 4 ................................................................................. K172 Figure K6. LinkNode Analysis Network - Grid 5 ................................................................................. K173 Figure K7. LinkNode Analysis Network - Grid 6 ................................................................................. K174 Figure K8. LinkNode Analysis Network - Grid 7 ................................................................................. K175 Figure K9. LinkNode Analysis Network - Grid 8 ................................................................................. K176 Figure K10. LinkNode Analysis Network - Grid 9 ............................................................................... K177 Figure K11. LinkNode Analysis Network - Grid 10 ............................................................................. K178 Figure K12. LinkNode Analysis Network - Grid 11 ............................................................................. K179 Figure K13. LinkNode Analysis Network - Grid 12 ............................................................................. K180 Figure K14. LinkNode Analysis Network - Grid 13 ............................................................................. K181 Figure K15. LinkNode Analysis Network - Grid 14 ............................................................................. K182 Figure K16. LinkNode Analysis Network - Grid 15 ............................................................................. K183 Figure K17. LinkNode Analysis Network - Grid 16 ............................................................................. K184 Figure K18. LinkNode Analysis Network - Grid 17 ............................................................................. K185 Figure K19. LinkNode Analysis Network - Grid 18 ............................................................................. K186 Figure K20. LinkNode Analysis Network - Grid 19 ............................................................................. K187 Figure K21. LinkNode Analysis Network - Grid 20 ............................................................................. K188 Figure K22. LinkNode Analysis Network - Grid 21 ............................................................................. K189 Figure K23. LinkNode Analysis Network - Grid 22 ............................................................................. K190 Figure K24. LinkNode Analysis Network - Grid 23 ............................................................................. K191 Figure K25. LinkNode Analysis Network - Grid 24 ............................................................................. K192 Figure K26. LinkNode Analysis Network - Grid 25 ............................................................................. K193 Figure K27. LinkNode Analysis Network - Grid 26 ............................................................................. K194 Figure K28. LinkNode Analysis Network - Grid 27 ............................................................................. K195 Figure K29. LinkNode Analysis Network - Grid 28 ............................................................................. K196 Figure K30. LinkNode Analysis Network - Grid 29 ............................................................................. K197 Figure K31. LinkNode Analysis Network - Grid 30 ............................................................................. K198 Figure K32. LinkNode Analysis Network - Grid 31 ............................................................................. K199 Figure K33. LinkNode Analysis Network - Grid 32 ............................................................................. K200 Figure K34. LinkNode Analysis Network - Grid 33 ............................................................................. K201 Figure K35. LinkNode Analysis Network - Grid 34 ............................................................................. K202 Figure K36. LinkNode Analysis Network - Grid 35 ............................................................................. K203 Figure K37. LinkNode Analysis Network - Grid 36 ............................................................................. K204 Figure K38. LinkNode Analysis Network - Grid 37 ............................................................................. K205 Figure K39. LinkNode Analysis Network - Grid 38 ............................................................................. K206 Figure K40. LinkNode Analysis Network - Grid 39 ............................................................................. K207 Figure K41. LinkNode Analysis Network - Grid 40 ............................................................................. K208 Figure K42. LinkNode Analysis Network - Grid 41 ............................................................................. K209 Figure K43. LinkNode Analysis Network - Grid 42 ............................................................................. K210 Catawba Nuclear Station                                            vii                                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                         Rev. 0

Figure K44. LinkNode Analysis Network - Grid 43 ............................................................................. K211 Figure K45. LinkNode Analysis Network - Grid 44 ............................................................................. K212 Figure K46. LinkNode Analysis Network - Grid 45 ............................................................................. K213 Figure K47. LinkNode Analysis Network - Grid 46 ............................................................................. K214 Figure K48. LinkNode Analysis Network - Grid 47 ............................................................................. K215 Figure K49. LinkNode Analysis Network - Grid 48 ............................................................................. K216 Figure K50. LinkNode Analysis Network - Grid 49 ............................................................................. K217 Figure K51. LinkNode Analysis Network - Grid 50 ............................................................................. K218 Figure K52. LinkNode Analysis Network - Grid 51 ............................................................................. K219 Figure K53. LinkNode Analysis Network - Grid 52 ............................................................................. K220 Figure K54. LinkNode Analysis Network - Grid 53 ............................................................................. K221 Figure K55. LinkNode Analysis Network - Grid 54 ............................................................................. K222 Figure K56. LinkNode Analysis Network - Grid 55 ............................................................................. K223 Figure K57. LinkNode Analysis Network - Grid 56 ............................................................................. K224 Figure K58. LinkNode Analysis Network - Grid 57 ............................................................................. K225 Figure K59. LinkNode Analysis Network - Grid 58 ............................................................................. K226 Figure K60. LinkNode Analysis Network - Grid 59 ............................................................................. K227 Figure K61. LinkNode Analysis Network - Grid 60 ............................................................................. K228 Figure K62. LinkNode Analysis Network - Grid 61 ............................................................................. K229 Figure K63. LinkNode Analysis Network - Grid 62 ............................................................................. K230 Figure K64. LinkNode Analysis Network - Grid 63 ............................................................................. K231 Figure K65. LinkNode Analysis Network - Grid 64 ............................................................................. K232 Figure K66. LinkNode Analysis Network - Grid 65 ............................................................................. K233 Figure K67. LinkNode Analysis Network - Grid 66 ............................................................................. K234 Figure K68. LinkNode Analysis Network - Grid 67 ............................................................................. K235 Figure K69. LinkNode Analysis Network - Grid 68 ............................................................................. K236 Figure K70. LinkNode Analysis Network - Grid 69 ............................................................................. K237 Figure K71. LinkNode Analysis Network - Grid 70 ............................................................................. K238 Figure K72. LinkNode Analysis Network - Grid 71 ............................................................................. K239 Figure K73. LinkNode Analysis Network - Grid 72 ............................................................................. K240 Figure K74. LinkNode Analysis Network - Grid 73 ............................................................................. K241 Figure K75. LinkNode Analysis Network - Grid 74 ............................................................................. K242 Figure K76. LinkNode Analysis Network - Grid 75 ............................................................................. K243 Figure K77. LinkNode Analysis Network - Grid 76 ............................................................................. K244 Figure K78. LinkNode Analysis Network - Grid 77 ............................................................................. K245 Figure K79. LinkNode Analysis Network - Grid 78 ............................................................................. K246 Figure K80. LinkNode Analysis Network - Grid 79 ............................................................................. K247 Figure K81. LinkNode Analysis Network - Grid 80 ............................................................................. K248 Figure K82. LinkNode Analysis Network - Grid 81 ............................................................................. K249 Figure K83. LinkNode Analysis Network - Grid 82 ............................................................................. K250 Figure K84. LinkNode Analysis Network - Grid 83 ............................................................................. K251 Figure K85. LinkNode Analysis Network - Grid 84 ............................................................................. K252 Figure K86. LinkNode Analysis Network - Grid 85 ............................................................................. K253 Figure K87. LinkNode Analysis Network - Grid 86 ............................................................................. K254 Figure K88. LinkNode Analysis Network - Grid 87 ............................................................................. K255 Figure K89. LinkNode Analysis Network - Grid 88 ............................................................................. K256 Figure K90. LinkNode Analysis Network - Grid 89 ............................................................................. K257 Catawba Nuclear Station                            viii                                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Figure K91. LinkNode Analysis Network - Grid 90 ............................................................................. K258 Figure K92. LinkNode Analysis Network - Grid 91 ............................................................................. K259 Catawba Nuclear Station                            ix                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

List of Tables Table 11. Stakeholder Interaction ........................................................................................................... 17 Table 12. Highway Characteristics ........................................................................................................... 17 Table 13. ETE Study Comparisons ............................................................................................................ 18 Table 21. Evacuation Scenario Definitions............................................................................................... 27 Table 22. Model Adjustment for Adverse Weather................................................................................. 27 Table 31. County Population Change and Annual Growth Rate from April 1, 2010 to July 1, 2017 ..... 312 Table 32. Municipality Population Change and Annual Growth Rate from April 1, 2010 to July 1, 2017 ..................................................................................................................... 312 Table 33. EPZ Permanent Resident Population by Zone........................................................................ 313 Table 34. Permanent Resident Population and Vehicles by Zone ......................................................... 313 Table 35. Shadow Population and Vehicles by Sector ........................................................................... 314 Table 36. Summary of Transients and Transient Vehicles ..................................................................... 314 Table 37. Summary of Employees and Employee Vehicles Commuting into the EPZ ........................... 315 Table 38. Medical Facility Transit Demand ............................................................................................ 316 Table 39. TransitDependent Population Estimates .............................................................................. 319 Table 310. School Population Demand Estimates ................................................................................. 320 Table 311. Homebound Special Needs Population Evacuation Time Estimates ................................... 324 Table 312. CNS EPZ External Traffic ....................................................................................................... 325 Table 313. Summary of Population Demand ......................................................................................... 326 Table 314. Summary of Vehicle Demand ............................................................................................... 327 Table 51. Event Sequence for Evacuation Activities .............................................................................. 510 Table 52. Time Distribution for Notifying the Public ............................................................................. 510 Table 53. Time Distribution for Employees to Prepare to Leave Work ................................................. 510 Table 54. Time Distribution for Commuters to Travel Home ................................................................ 511 Table 55. Time Distribution for Population to Prepare to Evacuate ..................................................... 511 Table 56. Mapping Distributions to Events............................................................................................ 512 Table 57. Description of the Distributions ............................................................................................. 512 Table 58. Trip Generation Histograms for the EPZ Population for Unstaged Evacuation ..................... 513 Table 59. Trip Generation Histograms for the EPZ Population for Staged Evacuation ......................... 514 Table 61. Description of Evacuation Regions........................................................................................... 64 Table 62. Evacuation Scenario Definitions............................................................................................... 65 Table 63. Percent of Population Groups Evacuating for Various Scenarios ............................................ 66 Table 64. Vehicle Estimates by Scenario.................................................................................................. 67 Table 71. Time to Clear the Indicated Area of 90 Percent of the Affected Population ......................... 710 Table 72. Time to Clear the Indicated Area of 100 Percent of the Affected Population ....................... 713 Table 73. Time to Clear 90 Percent of the 2Mile Area within the Indicated Region ............................ 716 Table 74. Time to Clear 100 Percent of the 2Mile Area within the Indicated Region .......................... 718 Table 75. Description of Evacuation Regions......................................................................................... 720 Table 81. Summary of Transportation Resources.................................................................................. 811 Table 82. School Evacuation Time Estimates  Good Weather .............................................................. 812 Table 83. School Evacuation Time Estimates - Rain .............................................................................. 819 Table 84. School Evacuation Time Estimates - Snow/Ice ...................................................................... 825 Table 85. TransitDependent Evacuation Time Estimates  Good Weather .......................................... 831 Table 86. TransitDependent Evacuation Time Estimates  Rain ........................................................... 833 Table 87. Transit Dependent Evacuation Time Estimates - Snow/Ice .................................................. 835 Catawba Nuclear Station                                              x                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                          Rev. 0

Table 88. Special Facility Evacuation Time Estimates  Good Weather ................................................. 837 Table 89. Special Facility Evacuation Time Estimates - Rain ................................................................. 842 Table 810. Special Facility Evacuation Time Estimates - Snow/Ice ....................................................... 847 Table 811. Homebound Special Needs Population Evacuation Time Estimates .................................... 852 Table 812. Homebound Special Needs Persons Evacuation Time Estimates  Second Wave for Ambulatory .............................................................................................................................................. 852 Table 813. Correction Facility Evacuation Time Estimates ..................................................................... 853 Table 101. Summary of TransitDependent Bus Routes ........................................................................ 103 Table 102. Bus Route Descriptions ........................................................................................................ 104 Table 103. School Reception Centers .................................................................................................. 1013 Table A1. Glossary of Traffic Engineering Terms .................................................................................... A1 Table C1. Selected Measures of Effectiveness Output by DYNEV II ........................................................C9 Table C2. Input Requirements for the DYNEV II Model .........................................................................C10 Table C3. Glossary ..................................................................................................................................C11 Table E1. Schools within the EPZ ............................................................................................................. E2 Table E2. Daycares within the EPZ ........................................................................................................... E5 Table E3. Medical Facilities within the EPZ .............................................................................................. E7 Table E4. Major Employers within the EPZ .............................................................................................. E9 Table E5. Recreational Areas within the EPZ ......................................................................................... E13 Table E6. Lodging Facilities within the EPZ ............................................................................................ E15 Table E7. Correctional Facilities within the EPZ ..................................................................................... E17 Table F1. Combined Catawba & McGuire Telephone Survey Sampling Plan .......................................... F6 Table H1. Percent of Zone Population Evacuating for Each Region ....................................................... H2 Table J1. Characteristics of the Ten Highest Volume Signalized Intersections........................................ J2 Table J2. Sample Simulation Model Input ............................................................................................... J3 Table J3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03) ........................... J4 Table J4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1) ............................................................................................................................ J5 Table J5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 ......................... J6 Table K1. Evacuation Roadway Network Characteristics ........................................................................ K2 Table K2. Nodes in the LinkNode Analysis Network which are Controlled ........................................ K147 Table M1. Evacuation Time Estimates for Trip Generation Sensitivity Study ....................................... M3 Table M2. Evacuation Time Estimates for Shadow Sensitivity Study .................................................... M3 Table M3. ETE Variation with Population Increase................................................................................ M4 Table N1. ETE Review Criteria Checklist ................................................................................................. N1 Catawba Nuclear Station                                                    xi                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                Rev. 0

EXECUTIVE 

==SUMMARY==

Introduction This report describes the analyses undertaken and the results obtained by a study to develop Evacuation Time Estimates (ETE) for the Catawba Nuclear Station (CNS) located in York County, South Carolina. ETE provide Duke Energy and State and local governments with sitespecific information needed for Protective Action decisionmaking.
In the performance of this effort, guidance is provided by documents published by Federal Governmental agencies. Most important of these are:
Title 10, Code of Federal Regulations, Appendix E to Part 50 (10CFR50), Emergency Planning and Preparedness for Production and Utilization Facilities, NRC, 2011 Criteria for Development of Evacuation Time Estimate Studies, NUREG/CR7002, November 2011.
Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG0654/FEMAREP1, Rev. 1, November 1980.
Analysis of Techniques for Estimating Evacuation Times for Emergency Planning Zones, NUREG/CR 1745, November 1980.
Development of Evacuation Time Estimates for Nuclear Power Plants, NUREG/CR6863, January 2005.
Project Activities This project began in December 2017 and extended over a period of 9 months. The major activities performed are briefly described in chronological sequence:
Attended kickoff meetings with Duke Energy personnel and emergency management personnel representing state and county governments.
Projected 2010 Census permanent resident population to 2018 using annual growth rates computed by comparing 2010 data with 20171 population estimates published by the Census Bureau.
Studied Geographical Information Systems (GIS) maps of the area in the vicinity of the CNS, then conducted a detailed field survey of the highway network to observe any roadway changes relative to the previous ETE study done in 2012.
1 The annual population estimates prepared by the Census Bureau for the entire U.S. involve an extensive data gathering process. As such, population estimates are a year behind - 2017 data are released in 2018. The schedule for release of Census data is provided on the Census website: http://www.census.gov/popest/schedule.html Catawba Nuclear Station                                           ES1                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                           Rev. 0

Updated the analysis network representing the highway system topology and capacities within the Emergency Planning Zone (EPZ), plus a Shadow Region covering the region between the EPZ boundary and approximately 15 miles radially.
Utilized the results of the 2012 telephone survey of residents within the EPZ to gather focused data needed for this ETE study that were not contained within the census database. The U.S. Census Bureaus American Community Survey (ACS)2 household income and household size data for the counties within the EPZ for 2012 and 2016 were analyzed to validate that EPZ demographics have not significantly changed, thereby justifying the use of the 2012 telephone survey results in this ETE study.
A data needs matrix was provided to the Duke, state and county Offsite Response Organizations (OROs) at the kickoff meeting. Available data was provided for transient attractions and special facilities (schools, preschools/day cares, medical facilities, and correctional facilities) in each county. Telephone calls to specific facilities supplemented the data provided. If updated information was not provided or available, the data gathered for the 2012 ETE study was utilized.
Estimated the number of employees commuting into the EPZ using data obtained from the US Census Longitudinal EmployerHousehold Dynamics from the OnTheMap Census analysis tool3.
The traffic demand and tripgeneration rates of evacuating vehicles were estimated from the gathered data. The trip generation rates reflected the estimated mobilization time (i.e., the time required by evacuees to prepare for the evacuation trip) computed using the results of the telephone survey of EPZ residents.
Following federal guidelines, the EPZ is subdivided into 15 zones. These zones are then grouped within circular areas or keyhole configurations (circles plus radial sectors) that define a total of 37 Evacuation Regions.
The timevarying external circumstances are represented as Evacuation Scenarios, each described in terms of the following factors: (1) Season (Summer, Winter); (2) Day of Week (Midweek, Weekend); (3) Time of Day (Midday, Evening); and (4) Weather (Good, Rain, Ice). One special event scenario involving a concert at the Carowinds Paladium Amphitheatre was considered. One roadway impact scenario was considered wherein a single lane was closed on Interstate 77 southbound from the interchange with South Carolina State Route 98 (Exit 88) to the interchange with State Route 901 (Exit 73) for the duration of the evacuation.
Staged evacuation was considered for those regions wherein the 2mile radius and sectors downwind to 5 miles were evacuated.
2 http://factfinder.census.gov/faces/nav/jsf/pages/searchresults.xhtml?refresh=t 3
http://onthemap.ces.census.gov/
Catawba Nuclear Station                                              ES2               KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

As per NUREG/CR7002, the Planning Basis for the calculation of ETE is:
A rapidly escalating event at the CNS that quickly assumes the status of a general emergency wherein evacuation is ordered promptly and no early protective action have been implemented such that the Advisory to Evacuate (ATE) is virtually coincident with the siren alert.
While an unlikely scenario, this planning basis will yield ETE, measured as the elapsed time from the Advisory to Evacuate until the stated percentage of the population exits the impacted Region, that represent upper bound estimates.
This conservative Planning Basis is applicable for all initiating events.
If the emergency occurs while schools are in session, the ETE study assumes that the children will be evacuated by bus directly to reception centers or pickup points located outside the EPZ. Parents, relatives, and neighbors are advised to not pick up their children at school prior to the arrival of the buses dispatched for that purpose. The ETE for schoolchildren are calculated separately.
Evacuees who do not have access to a private vehicle will either rideshare with relatives, friends or neighbors, or be evacuated by buses provided as specified in the county evacuation plans. Those in special facilities will likewise be evacuated with public transit, as needed: bus, van, or ambulance, as required. Separate ETE are calculated for the transitdependent evacuees, for homebound special needs population, and for those evacuated from special facilities.
Attended a meeting with Duke personnel and the state and county OROs to present results from the study.
Computation of ETE A total of 518 ETE were computed for the evacuation of the general public. Each ETE quantifies the aggregate evacuation time estimated for the population within one of the 37 Evacuation Regions to evacuate from that Region, under the circumstances defined for one of the 14 Evacuation Scenarios (37 x 14 = 518). Separate ETE are calculated for transitdependent evacuees, including schoolchildren for applicable scenarios.
Except for Region R03, which is the evacuation of the entire EPZ, only a portion of the people within the EPZ would be advised to evacuate. That is, the Advisory to Evacuate applies only to those people occupying the specified impacted region. It is assumed that 100 percent of the people within the impacted region will evacuate in response to this Advisory. The people occupying the remainder of the EPZ outside the impacted region may be advised to take shelter.
The computation of ETE assumes that 20% of the population within the EPZ but outside the impacted region, will elect to voluntarily evacuate. In addition, 20% of the population in the Shadow Region will also elect to evacuate. These voluntary evacuees could impede those who Catawba Nuclear Station                           ES3                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

are evacuating from within the impacted region. The impedance that could be caused by voluntary evacuees is considered in the computation of ETE for the impacted region.
Staged evacuation is considered wherein those people within the 2mile region evacuate immediately, while those beyond 2 miles, but within the EPZ, shelterinplace. Once 90% of the 2mile region is evacuated, those people beyond 2 miles begin to evacuate. As per federal guidance, the assumed 20% of people beyond 2 miles evacuate even though they are advised to shelterinplace.
The computational procedure is outlined as follows:
A linknode representation of the highway network is coded. Each link represents a unidirectional length of highway; each node usually represents an intersection or merge point. The capacity of each link is estimated based on the field survey observations and on established traffic engineering procedures.
The evacuation trips are generated at locations called zonal centroids located within the EPZ and Shadow Region. The trip generation rates vary over time reflecting the mobilization process, and from one location (centroid) to another depending on population density and on whether a centroid is within, or outside, the impacted area.
The evacuation model computes the routing patterns for evacuating vehicles that are compliant with federal guidelines (outbound relative to the location of the plant), then simulate the traffic flow movements over space and time. This simulation process estimates the rate that traffic flow exits the impacted region.
The ETE statistics provide the elapsed times for 90 percent and 100 percent, respectively, of the population within the impacted region, to evacuate from within the impacted region. These statistics are presented in tabular and graphical formats. The 90th percentile ETE have been identified as the values that should be considered when making protective action decisions because the 100th percentile ETE are prolonged by those relatively few people who take longer to mobilize. This is referred to as the evacuation tail in Section 4.0 of NUREG/CR7002.
Traffic Management This study references the existing traffic control points within the EPZ provided by York County.
Nearly all of the traffic signals in the study area are actuated signals which will adapt their timing to the changing traffic patterns during evacuation. Based on the ETE simulations, five additional Traffic Control Points (TCP) have been recommended to these existing plans. Refer to Section 9 and in Appendix G.
Selected Results A compilation of selected information is presented on the following pages in the form of Figures and Tables extracted from the body of the report; these are described below.
Table 31 presents the estimates of permanent resident population in each Area based on the 2010 Census data extrapolated to 2018.
Catawba Nuclear Station                           ES4                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table 61 displays a map of the CNS EPZ showing the layout of the 15 zones that comprise, in aggregate, the EPZ.
Table 61 defines each of the 37 Evacuation Regions in terms of their respective groups of zones.
Table 62 lists the Evacuation Scenarios.
Tables 71 and 72 are compilations of ETE for the general population. These data are the times needed to clear the indicated regions of 90 and 100 percent of the population occupying these regions, respectively. These computed ETE include consideration of mobilization time and of estimated voluntary evacuations from other regions within the EPZ and from the Shadow Region.
Tables 73 and 74 present ETE for the 2mile region for unstaged and staged evacuations for the 90th and 100th percentiles, respectively.
Table 82 presents ETE for the schoolchildren in good weather.
Table 85 presents ETE for the transitdependent population in good weather.
Table 88 presents ETE for the medical facilities in good weather.
Figure H8 presents an example of an Evacuation Region (Region R08) to be evacuated under the circumstances defined in Table 61. Maps of all regions are provided in Appendix H.
Conclusions General population ETE were computed for 518 unique cases - a combination of 37 unique Evacuation Regions and 14 unique Evacuation Scenarios. Table 71 and Table 72 document these ETE for the 90th and 100th percentiles. These ETE range from 1:55 (hr:min) to 5:35 at the 90th percentile.
Inspection of Table 71 and Table 72 indicates that the ETE for the 100th percentile are significantly longer than those for the 90th percentile. This is the result of the congestion within the EPZ. When the system becomes congested, traffic exits the EPZ at rates somewhat below capacity until some evacuation routes have cleared. As more routes clear, the aggregate rate of egress slows since many vehicles have already left the EPZ.
Towards the end of the process, relatively few evacuation routes service the remaining demand. See Figures 79 through 722.
Inspection of Table 73 and Table 74 indicates that a staged evacuation provides no benefits to evacuees from within the 2mile region and unnecessarily delays the evacuation of those beyond 2 miles (compare Regions R02 and R07 through R16 with Regions R27 through R37, respectively, in Tables 71 and 72). See Section 7.6 for additional discussion. Staged evacuation is not recommended for CNS.
Comparison of Scenarios 3 (summer, weekend, midday, good weather) and 13 (summer, weekend, midday, good weather) in Table 72 indicates that the special event does not materially affect the ETE. See Section 7.5 for additional discussion.
Comparison of Scenarios 1 and 14 in Table 72 indicates that the roadway closure - one lane southbound on I77 from the interchange with South Carolina State Route 98 (Exit
: 88) to the interchange with State Route 901 (Exit 73) - has a material impact on 100th Catawba Nuclear Station                          ES5                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

percentile ETE (with increases of as much as 50 minutes) for an evacuation of the full EPZ. State and local police could consider traffic management tactics such as using the shoulder of the roadway as a travel lane or rerouting of traffic along other evacuation routes to avoid overwhelming I77 during an accident or adverse weather. See Section 7.5.
Rock Hill is one of the most congested area during an evacuation and is the last location in the EPZ to exhibit traffic congestion. For a full EPZ evacuation under Scenario 1 conditions, congestion within the EPZ clears by 6 hours and 15 minutes after the Advisory to Evacuate. See Section 7.3 and Figures 72 through 78.
The average singlewave ETE for schoolchildren, medical facilities, correctional facilities and transitdependent persons are less than the 90th percentile ETE for the general population for an evacuation of the entire EPZ (Region R03) under Scenario 6 conditions.
Special needs persons average singlewave ETE exceeds the 90th percentile ETE for the same region and conditions as stated above. See Section 8.
Table 81 indicates that there are insufficient resources available to evacuate all transit dependent population groups in a single wave. Mutual aid agreements with neighboring counties and assistance from the state should be considered to address the shortfall in transportation resources (see Sections 8.1 and 8.2).
The general population ETE at the 90th percentile is insensitive to reductions in the base trip generation time of 41/2 hours due to the traffic congestion within the EPZ. See Table M1.
The general population ETE is sensitive to an increase of the voluntary evacuation of vehicles in the Shadow Region (tripling the shadow evacuation percentage increases 90th percentile ETE by 20 minutes and 100th percentile ETE by 35 minutes). See Table M 2.
A population increase of 16% or more results in ETE changes which meet the NRC criteria for updating ETE between decennial Censuses. See Section M.3.
Catawba Nuclear Station                         ES6                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table 31. EPZ Permanent Resident Population 2018 Extrapolated Zone              2010 Population Population A0                    2,213                   2,678 A1                    8,915                   10,705 A2                    38,833                  46,581 A3                    2,349                   2,816 B1                    9,233                   12,680 B2                    37,727                  50,266 C1                    17,566                  20,594 C2                    67,977                  76,936 D1                    3,714                   4,505 D2                    14,570                  16,487 E1                    4,738                   5,743 E2                    7,697                   9,375 F1                    7,937                   9,628 F2                    7,466                   9,065 F3                    5,490                   5,973 TOTAL                  236,425                 284,032 EPZ Population Growth (20102018):                20.14%
Catawba Nuclear Station                            ES7                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Table 61. Description of Evacuation Regions Basic Regions Zone Region          Description         A0    A1    A2  A3    B1    B2    C1    C2 D1       D2    E1    E2   F1   F2  F3 R01           2Mile Ring          x R02           5Mile Ring          x     x               x           x            x          x          x R03             Full EPZ           x     x     x   x     x     x     x     x      x    x     x     x    x    x   x R04          York County           x                     x     x     x     x      x    x     x     x    x    x R05          Meck. County          x     x     x   x R06         Gaston County                                                                                        x Evacuate 2Mile Region and Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R07             N, NNE             x                                 x            x R08                NE              x                                 x            x          x R09              ENE, E            x                                              x          x R10               ESE              x                                                         x R11             SE, SSE            x                                                         x          x R12                 S              x     x                                                   x          x R13            SSW, SW             x     x                                                              x R14              WSW               x     x               x R15                W               x     x               x           x R16        WNW, NW, NNW            x                     x           x Evacuate 5Mile Region and Downwind to the EPZ Boundary Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R17           N, NNE, NE           x     x               x           x     x      x    x     x          x R18               ENE              x     x               x           x            x    x     x     x    x R19              E, ESE            x     x               x           x            x    x     x     x    x    x R20                SE              x     x               x           x            x          x     x    x    x   x R21               SSE              x     x               x           x            x          x          x    x   x R22             S, SSW             x     x     x         x           x            x          x          x    x   x R23               SW               x     x     x   x     x     x     x            x          x          x        x R24             WSW, W             x     x     x   x     x     x     x            x          x          x R25              WNW               x     x         x     x     x     x     x      x          x          x R26           NW, NNW              x     x               x     x     x     x      x          x          x Staged Evacuation  2Mile Region Evacuates, then Evacuate Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R27           5Mile Ring          x     x               x           x            x          x          x R28             N, NNE             x                                 x            x R29                NE              x                                 x            x          x R30              ENE, E            x                                              x          x R31               ESE              x                                                         x R32             SE, SSE            x                                                         x          x R33                 S              x     x                                                   x          x R34            SSW, SW             x     x                                                              x R35              WSW               x     x               x R36                W               x     x               x           x R37        WNW, NW, NNW            x                     x           x Key Zone(s) Evacuate         Zone(s) ShelterinPlace          ShelterinPlace until 90% ETE for R01, then Evacuate Catawba Nuclear Station                                    ES8                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                              Rev. 0

Table 62. Evacuation Scenario Definitions Day of           Time of Scenario        Season4            Week              Day          Weather              Special 1          Summer           Midweek           Midday            Good                None 2          Summer           Midweek           Midday            Rain                None 3          Summer           Weekend           Midday            Good                None 4          Summer           Weekend           Midday            Rain                None Midweek, 5          Summer                             Evening           Good                None Weekend 6           Winter          Midweek           Midday            Good                None 7           Winter          Midweek           Midday            Rain                None 8           Winter          Midweek           Midday             Ice                None 9           Winter          Weekend           Midday            Good                None 10           Winter          Weekend           Midday            Rain                None 11           Winter          Weekend           Midday             Ice                None Midweek, 12           Winter                            Evening           Good                None Weekend Concert at Carowinds 13          Summer           Weekend           Midday            Good             Paladium Amphitheatre Lane Closure on I77 14          Summer           Midweek           Midday            Good Southbound 4
Winter assumes that school is in session (also applies to spring and autumn). Summer assumes that school is not in session.
Catawba Nuclear Station                                 ES9                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Table 71. Time to Clear the Indicated Area of 90 Percent of the Affected Population Summer           Summer          Summer                     Winter                           Winter       Winter    Summer      Summer Midweek                                                                 Midweek Midweek          Weekend                                  Midweek                           Weekend                Weekend      Midweek Weekend                                                                 Weekend Scenario:           (1)        (2)   (3)         (4)        (5)          (6)          (7)          (8)         (9)    (10)  (11)   (12)        (13)       (14)
Midday           Midday          Evening                   Midday                           Midday       Evening    Midday       Midday Region           Good              Good                   Good         Good                                 Good                 Good       Special    Roadway Rain              Rain                                 Rain          Ice                Rain   Ice Weather           Weather               Weather      Weather                               Weather              Weather      Event      Impact Entire 2Mile Region, 5Mile Region, EPZ, and Counties R01 (A0) 2:05       2:05  1:55        1:55       1:55         2:05         2:05         2:05        1:55   1:55   1:55  1:55        1:55        2:05 R02 (A0, A1, B1, C1, D1,    2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:05   2:05  2:00        2:00        2:20 E1, F1)
R03 (All Zones) 4:20       4:50  3:45        4:05       3:30         4:35         4:55         5:35        3:35   3:55   4:20  3:25        3:50        4:30 R04 (A0, B1, B2, C1, C2,    4:00       4:25  3:45        4:10       3:30         4:20         4:45         5:15        3:45   4:00   4:25  3:25        3:45        4:20 D1, D2, E1, E2, F2)
R05 (A0, A1, A2, A3) 3:35       4:00  2:45        3:00       2:40         3:35         4:00         4:15        2:50   3:00   3:20  2:40        2:45        3:35 R06 (F3) 2:20       2:20  2:00        2:05       2:05         2:20         2:20         2:20        2:05   2:05   2:05  2:05        2:00        2:20 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 2:15       2:15  1:55        2:00       1:55         2:15         2:15         2:15        1:55   2:00   2:00  1:55        1:55        2:15 R08 (A0, C1, D1, E1) 2:15       2:15  1:55        2:00       1:55         2:15         2:15         2:20        1:55   2:00   2:00  1:55        1:55        2:15 R09 (A0, D1, E1) 2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R10 (A0, E1) 2:20       2:20  2:00        2:00       2:00         2:15         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R11 (A0, E1, F1) 2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R12 (A0, A1, E1, F1) 2:20       2:20  2:00        2:05       2:00         2:20         2:20         2:20        2:05   2:05   2:10  2:05        2:00        2:20 R13 (A0, A1, F1) 2:20       2:20  2:00        2:05       2:00         2:20         2:20         2:25        2:05   2:05   2:10  2:05        2:00        2:25 R14 (A0, A1, B1) 2:20       2:25  2:00        2:10       2:10         2:20         2:20         2:25        2:05   2:10   2:10  2:05        2:00        2:20 Catawba Nuclear Station                                                ES10                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Summer           Summer      Summer                   Winter                        Winter       Winter    Summer      Summer Midweek                                                            Midweek Midweek          Weekend                             Midweek                       Weekend                Weekend      Midweek Weekend                                                            Weekend Scenario:           (1)        (2)   (3)         (4)    (5)         (6)         (7)         (8)      (9)     (10)  (11)   (12)        (13)       (14)
Midday           Midday      Evening                 Midday                        Midday       Evening    Midday       Midday Region           Good              Good              Good        Good                              Good                 Good       Special    Roadway Rain              Rain                           Rain         Ice              Rain   Ice Weather           Weather           Weather     Weather                           Weather              Weather      Event      Impact R15 (A0, A1, B1, C1) 2:20       2:20  2:00        2:05   2:05        2:20        2:20        2:20     2:00    2:05   2:05  2:05        2:00        2:20 R16 (A0, B1. C1) 2:20       2:20  1:55        2:00   1:55        2:20        2:20        2:20     2:00    2:00   2:05  2:00        1:55        2:20 5Mile Region and Keyhole to EPZ Boundary R17 (A0, A1, B1, C1, C2,    3:35       3:50  3:15        3:35   3:25        4:05        4:20        4:45     3:25    3:35   3:50  3:20        3:25        3:45 D1, D2, E1, F1)
R18 (A0, A1, B1, C1, D1,    2:30       2:35  2:20        2:25   2:15        2:30        2:40        2:45     2:15    2:25   2:40  2:15        2:20        2:30 D2, E1, E2, F1)
R19 (A0, A1, B1, C1, D1,    2:40       2:40  2:30        2:40   2:35        2:40        2:50        3:05     2:30    2:45   3:00  2:20        2:35        2:40 D2, E1, E2, F1, F2)
R20 (A0, A1, B1, C1, D1,    2:40       2:45  2:15        2:25   2:15        2:40        2:40        3:05     2:15    2:25   2:55  2:25        2:15        2:40 E1, E2, F1, F2, F3)
R21 (A0, A1, B1, C1, D1,    2:35       2:45  2:20        2:30   2:20        2:35        2:45        3:00     2:25    2:30   2:45  2:20        2:20        2:35 E1, F1, F2, F3)
R22 (A0, A1, A2, B1, C1,    3:30       3:45  2:40        2:55   2:40        3:30        3:55        4:05     2:40    2:50   3:15  2:40        2:40        3:30 D1, E1, F1, F2, F3)
R23 (A0, A1, A2, A3, B1, B2, C1, D1, E1, F1, 3:50       4:10  3:05        3:20   3:00        3:50        4:10        4:40     3:00    3:20   3:35  3:00        3:15        4:05 F3)
R24 (A0, A1, A2, A3, B1,    3:50       4:15  3:05        3:20   3:00        3:50        4:10        4:45     3:00    3:15   3:40  3:00        3:20        4:10 B2, C1, D1, E1, F1)
R25 (A0, A2, A3, B1, B2,    3:55       4:10  3:35        3:55   3:30        4:15        4:35        5:10     3:30    3:50   4:05  3:25        3:40        3:55 C1, C2, D1, E1, F1)
R26 (A0, A2, B1, B2, C1,    4:05       4:30  3:50        4:10   3:35        4:35        4:55        5:20     3:50    4:05   4:25  3:30        3:55        4:15 C2, D1, E1, F1)
Catawba Nuclear Station                                           ES11                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Summer           Summer        Summer                    Winter                           Winter       Winter    Summer      Summer Midweek                                                                Midweek Midweek          Weekend                                Midweek                          Weekend                Weekend      Midweek Weekend                                                                Weekend Scenario:          (1)        (2)   (3)         (4)      (5)         (6)          (7)         (8)          (9)    (10)  (11)   (12)        (13)       (14)
Midday           Midday         Evening                  Midday                          Midday       Evening    Midday       Midday Region          Good              Good                 Good        Good                                  Good                Good       Special    Roadway Rain              Rain                              Rain         Ice                 Rain   Ice Weather           Weather             Weather     Weather                               Weather              Weather      Event      Impact Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1, D1,   3:00       3:05  3:00        3:05     3:00        3:05         3:15        3:25         2:55   3:05   3:10  3:00        3:00        3:00 E1, F1)
R28 (A0, C1, D1) 2:55       2:55  2:55        2:55     2:55        2:55         2:55        2:55         2:50   2:55   3:00  2:50        2:55        2:55 R29 (A0, C1, D1, E1) 2:50       2:55  2:50        2:55     2:55        2:50         2:50        3:00         2:50   2:55   2:55  2:50        2:50        2:50 R30 (A0, D1, E1) 2:40       2:40  2:40        2:40     2:40        2:40         2:45        2:45         2:40   2:40   2:40  2:40        2:40        2:40 R31 (A0, E1) 2:35       2:40  2:30        2:35     2:30        2:35         2:40        2:45         2:30   2:35   2:35  2:30        2:30        2:35 R32 (A0, E1, F1) 3:05       3:15  2:55        3:00     2:55        3:05         3:05        3:20         2:55   3:05   3:10  2:55        2:55        3:05 R33 (A0, A1, E1, F1) 3:05       3:10  2:55        3:00     2:55        3:05         3:10        3:10         2:55   3:05   3:10  2:55        2:55        3:10 R34 (A0, A1, F1) 2:55       3:00  2:50        2:55     2:55        2:55         3:00        3:00         2:55   2:55   3:05  2:55        2:50        2:55 R35 (A0, A1, B1) 3:05       3:15  3:05        3:10     3:10        3:05         3:15        3:20         3:05   3:10   3:20  3:10        3:05        3:10 R36 (A0, A1, B1, C1) 3:00       3:05  2:55        3:05     3:00        3:00         3:05        3:10         3:00   3:05   3:10  3:00        3:00        3:00 R37 (A0, B1. C1) 3:00       3:05  2:55        3:00     3:00        3:00         3:00        3:10         2:55   3:00   3:10  3:00        2:55        3:00 Catawba Nuclear Station                                              ES12                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

Table 72. Time to Clear the Indicated Area of 100 Percent of the Affected Population Summer            Summer           Summer                    Winter                           Winter        Winter   Summer      Summer Midweek                                                                  Midweek Midweek           Weekend                                  Midweek                           Weekend                 Weekend     Midweek Weekend                                                                  Weekend Scenario:          (1)         (2)   (3)         (4)         (5)          (6)          (7)          (8)         (9)   (10)   (11)   (12)       (13)       (14)
Midday            Midday           Evening                   Midday                          Midday        Evening   Midday       Midday Region           Good              Good                   Good         Good                                  Good                 Good      Special    Roadway Rain              Rain                                  Rain         Ice                Rain    Ice Weather           Weather               Weather       Weather                              Weather               Weather     Event      Impact Entire 2Mile Region, 5Mile Region, EPZ, and Counties R01 (A0) 4:30        4:35  4:30        4:30        4:30         4:30        4:30         4:30        4:30    4:30   4:30  4:30       4:30        4:30 R02 (A0, A1, B1, C1, D1,   4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 E1, F1)
R03 (All Zones) 6:15        7:10  5:30        6:20        5:15         8:00        8:50         9:50        5:25    5:45   6:40  5:05       5:30        7:05 R04 (A0, B1, B2, C1, C2,   6:10        6:35  5:20        6:00        5:10         7:45        8:35         9:45        5:25    5:45   6:40  5:00       5:20        6:15 D1, D2, E1, E2, F2)
R05 (A0, A1, A2, A3) 5:15        5:55  4:35        4:35        4:35         5:30        6:05         6:20        4:35    4:35   4:35  4:35       4:35        5:15 R06 (F3) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R08 (A0, C1, D1, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R09 (A0, D1, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R10 (A0, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R11 (A0, E1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R12 (A0, A1, E1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R13 (A0, A1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R14 (A0, A1, B1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 Catawba Nuclear Station                                                 ES13                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Summer            Summer      Summer                   Winter                         Winter       Winter   Summer      Summer Midweek                                                             Midweek Midweek           Weekend                             Midweek                        Weekend                Weekend     Midweek Weekend                                                             Weekend Scenario:          (1)         (2)   (3)         (4)    (5)          (6)         (7)         (8)      (9)     (10)  (11)   (12)       (13)       (14)
Midday            Midday      Evening                  Midday                        Midday       Evening   Midday       Midday Region           Good              Good              Good         Good                              Good                 Good      Special    Roadway Rain              Rain                            Rain         Ice              Rain   Ice Weather           Weather           Weather      Weather                           Weather              Weather     Event      Impact R15 (A0, A1, B1, C1) 4:35        4:35  4:35        4:35   4:35        4:35        4:35         4:35     4:35     4:35  4:35  4:35       4:35        4:35 R16 (A0, B1. C1) 4:35        4:35  4:35        4:35   4:35        4:35        4:35         4:35     4:35     4:35  4:35  4:35       4:35        4:35 5Mile Region and Keyhole to EPZ Boundary R17 (A0, A1, B1, C1, C2,   5:00        5:20  4:40        5:10   4:45        7:20        8:00         9:00     4:50     5:05  5:30  4:40       4:45        5:05 D1, D2, E1, F1)
R18 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40        4:40         4:40     4:40     4:40  4:40  4:40       4:40        4:40 D2, E1, E2, F1)
R19 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40        4:40         4:40     4:40     4:40  4:40  4:40       4:40        4:40 D2, E1, E2, F1, F2)
R20 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40        4:40         4:40     4:40     4:40  4:40  4:40       4:40        4:40 E1, E2, F1, F2, F3)
R21 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40        4:40         4:40     4:40     4:40  4:40  4:40       4:40        4:40 E1, F1, F2, F3)
R22 (A0, A1, A2, B1, C1,   5:25        5:50  4:40        4:40   4:40        5:35        6:00         6:25     4:40     4:40  4:40  4:40       4:40        5:25 D1, E1, F1, F2, F3)
R23 (A0, A1, A2, A3, B1, B2, C1, D1, E1, F1, 5:50        6:45  5:15        6:00   5:05        6:05        6:45         7:45     5:10     5:40  6:20  4:55       5:20        5:50 F3)
R24 (A0, A1, A2, A3, B1,   5:50        6:50  5:15        5:55   5:00        6:05        6:45         7:30     5:05     5:35  6:25  4:55       5:30        5:50 B2, C1, D1, E1, F1)
R25 (A0, A2, A3, B1, B2,   6:00        6:50  5:20        6:15   5:05        7:50        8:45         9:45     5:15     5:45  6:35  5:00       5:30        6:15 C1, C2, D1, E1, F1)
R26 (A0, A2, B1, B2, C1,   6:00        6:55  5:25        6:10   5:10        7:35        8:50         9:35     5:10     5:45  6:35  5:00       5:25        6:15 C2, D1, E1, F1)
Catawba Nuclear Station                                            ES14                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Summer            Summer        Summer                    Winter                           Winter       Winter   Summer      Summer Midweek                                                                Midweek Midweek           Weekend                                Midweek                          Weekend                Weekend     Midweek Weekend                                                                Weekend Scenario:         (1)         (2)   (3)         (4)      (5)         (6)          (7)         (8)          (9)    (10)  (11)   (12)       (13)       (14)
Midday            Midday        Evening                   Midday                          Midday       Evening   Midday       Midday Region          Good              Good                 Good        Good                                 Good                 Good      Special    Roadway Rain              Rain                              Rain         Ice                 Rain   Ice Weather           Weather             Weather     Weather                               Weather              Weather     Event      Impact Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1, D1,  4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 E1, F1)
R28 (A0, C1, D1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R29 (A0, C1, D1, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R30 (A0, D1, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R31 (A0, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R32 (A0, E1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R33 (A0, A1, E1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R34 (A0, A1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R35 (A0, A1, B1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R36 (A0, A1, B1, C1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R37 (A0, B1. C1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 Catawba Nuclear Station                                              ES15                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

Table 73. Time to Clear 90 Percent of the 2Mile Region Summer           Summer         Summer                  Winter                         Winter       Winter    Summer       Summer Midweek                                                             Midweek Midweek         Weekend                                 Midweek                        Weekend                 Weekend      Midweek Weekend                                                             Weekend Scenario:           (1)        (2)   (3)        (4)        (5)          (6)        (7)         (8)       (9)    (10)  (11)   (12)        (13)        (14)
Midday           Midday         Evening                 Midday                        Midday       Evening     Midday       Midday Region           Good             Good                 Good         Good                              Good                Good       Special     Roadway Rain             Rain                               Rain         Ice              Rain   Ice Weather           Weather              Weather Weather                               Weather              Weather      Event       Impact Entire 2Mile Region and 5Mile Region R01 (A0) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R02 (A0, A1, B1, C1,     2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 D1, E1, F1) 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R08 (A0, C1, D1, E1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R09 (A0, D1, E1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R10 (A0, E1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R11 (A0, E1, F1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R12 (A0, A1, E1, F1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R13 (A0, A1, F1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R14 (A0, A1, B1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R15 (A0, A1, B1, C1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 R16 (A0, B1. C1) 2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1,     2:05       2:05  1:55       1:55       1:55         2:05       2:05        2:05      1:55    1:55  1:55   1:55        1:55        2:05 D1, E1, F1)
Catawba Nuclear Station                                              ES16                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                          Rev. 0

R28 (A0, C1, D1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R29 (A0, C1, D1, E1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R30 (A0, D1, E1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R31 (A0, E1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R32 (A0, E1, F1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R33 (A0, A1, E1, F1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R34 (A0, A1, F1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R35 (A0, A1, B1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R36 (A0, A1, B1, C1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 R37 (A0, B1. C1) 2:05       2:05 1:55 1:55 1:55 2:05    2:05 2:05 1:55 1:55 1:55 1:55       1:55       2:05 Catawba Nuclear Station                      ES17                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Table 74. Time to Clear 100 Percent of the 2Mile Region Summer            Summer        Summer                   Winter                         Winter       Winter    Summer       Summer Midweek                                                             Midweek Midweek          Weekend                                 Midweek                        Weekend                 Weekend      Midweek Weekend                                                             Weekend Scenario:           (1)         (2)   (3)        (4)       (5)           (6)       (7)         (8)        (9)    (10)  (11)   (12)        (13)        (14)
Midday            Midday        Evening                  Midday                        Midday       Evening     Midday       Midday Region           Good              Good                Good          Good                             Good                 Good       Special     Roadway Rain             Rain                              Rain         Ice               Rain   Ice Weather            Weather             Weather Weather                               Weather               Weather      Event       Impact Entire 2Mile Region and 5Mile Region R01 (A0) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R02 (A0, A1, B1, C1,     4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 D1, E1, F1) 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R08 (A0, C1, D1, E1) 4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R09 (A0, D1, E1) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R10 (A0, E1) 4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R11 (A0, E1, F1) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R12 (A0, A1, E1, F1) 4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R13 (A0, A1, F1) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R14 (A0, A1, B1) 4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R15 (A0, A1, B1, C1) 4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 R16 (A0, B1. C1) 4:30        4:30  4:30       4:30      4:30          4:30      4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1,     4:30        4:30  4:30       4:30      4:30         4:30       4:30        4:30       4:30    4:30  4:30   4:30        4:30        4:30 D1, E1, F1)
Catawba Nuclear Station                                              ES18                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                          Rev. 0

R28 (A0, C1, D1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R29 (A0, C1, D1, E1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R30 (A0, D1, E1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R31 (A0, E1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R32 (A0, E1, F1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R33 (A0, A1, E1, F1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R34 (A0, A1, F1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R35 (A0, A1, B1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R36 (A0, A1, B1, C1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 R37 (A0, B1. C1) 4:30        4:30 4:30 4:30 4:30 4:30   4:30 4:30 4:30 4:30 4:30 4:30       4:30       4:30 Catawba Nuclear Station                      ES19                      KLD Engineering, P.C.
Evacuation Time Estimate                                                              Rev. 0

Table 82. School Evacuation Time Estimates - Good Weather Travel Time Travel             Dist. from Dist. To               Time to              EPZ       EPZ Driver      Loading      EPZ      Average        EPZ             Bdry to  Bdry to    ETE to Mobilization     Time       Bdry       Speed        Bdry      ETE     R.C.       R.C.      R.C.
School           Time (min)      (min)       (mi)      (mph)        (min)   (hr:min)  (mi.)    (min)    (hr:min)
GASTON COUNTY, NC Forestview High School                      90          15          0.0        Located in Shadow Region      6.1        9       1:55 W. A. Bess Elementary School                90          15          0.0        Located in Shadow Region      6.1        9       1:55 MECKLENBURG COUNTY SCHOOLS Berewick Elementary School                  90          15          0.0        Located in Shadow Region     19.2        29      2:15 Cathedral of the Cross                      90          15          4.6        3.7          74      3:00    15.2        23      3:25 Good Shepherd UMC                           90          15          4.6        3.7          74      3:00    15.2        23      3:25 Kennedy Middle School                       90          15          2.4       11.3          13      2:00    19.2        29      2:30 Lake Wylie Elementary School                90          15          4.6        3.7          74      3:00    15.2        23      3:25 Palisades Episcopal School                  90          15        11.6         9.5         73       3:00    19.2        29      3:30 Palisades Park Elementary School            90          15          8.9        4.3         123      3:50    19.2        29      4:20 Pineville Elementary School                 90          15          3.5       38.4          5       1:50    18.0        27      2:20 Primrose School at Park Crossing            90          15          3.5       38.4          5       1:50    17.4        26      2:20 River Gate Elementary School                90          15          6.3        3.7         103      3:30    15.2        23      3:55 Rod of God Christian Academy                90          15          0.5        7.4           4      1:50    15.2        23      2:15 Southwest Middle School                     90          15          5.3        6.4          49      2:35    19.2        29      3:05 Steele Creek Elementary School              90          15          2.7        7.7         21       2:10    19.2        29      2:40 The Olympic Community of Schools            90          15          1.5        5.1          18      2:05    19.2        29      2:35 Tutor Time                                  90          15          4.6        3.7         74       3:00    15.2        23      3:25 Walnut Grove Christian School               90          15          4.6        3.7          74      3:00    15.2        23      3:25 Winget Park Elementary School               90          15          5.6        9.0          38      2:25    19.2        29      2:55 YORK COUNTY SCHOOLS A Child's Heart                             90          15          1.2        3.8          19      2:05    26.0        39      2:45 A Child's World                             90          15          3.0        3.8          48      2:35     5.7        9       2:45 Adventures Plus Child Care                  90          15          5.3        2.7         118      3:45     1.8        3       3:50 Agape United Day Care                       90          15          3.1       19.0          10      1:55     4.7        7       2:05 Catawba Nuclear Station                                     ES20                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Travel Time Travel             Dist. from Dist. To            Time to              EPZ       EPZ Driver     Loading      EPZ    Average       EPZ             Bdry to  Bdry to    ETE to Mobilization  Time       Bdry     Speed       Bdry      ETE     R.C.       R.C.      R.C.
School               Time (min)    (min)      (mi)     (mph)       (min)   (hr:min)  (mi.)    (min)    (hr:min)
Applied Technology Center                      90         15         5.1      3.9         79       3:05     1.8        3       3:10 Avery Lake Head Start                          90         15         2.2      6.8         20       2:05     6.2        9       2:15 Banks Trail Middle School                      90         15         2.1      7.4         17       2:05     6.8        10      2:15 Beansprout Academy                             90         15         7.5      3.6         125      3:50     5.7        9       4:00 Belleview Elementary School                    90         15         1.5      11.7         8       1:55     7.6        11      2:10 Best Friends Child Development                 90         15         3.2      2.5         75       3:00     7.6        11      3:15 Bethel Elementary School                       90         15         7.6      6.7         68       2:55     5.3        8       3:05 Blessed Hope Baptist School                    90         15         3.9      13.5        17       2:05     9.9        15      2:20 Blue Eagle Academy                             90         15         3.3      4.4         45       2:30     5.3        8       2:40 Carolina Academy                               90         15         6.1      2.4         150      4:15     0.1        0       4:15 Carolina Kids Child Development Center         90         15         5.0      3.0         103      3:30     0.1        0       3:30 Carolina Kids Child Development Center II      90         15         5.7      3.0         114      3:40     6.2        9       3:50 Central Child Development Center               90         15         1.3      3.2         23       2:10     0.1        0       2:10 Child Development Center on Herlong            90         15         5.9      3.8         93       3:20    27.6        41      4:05 Childrens School at Sylvia Circle             90         15         3.1      3.5         53       2:40     0.0        0       2:40 Christine Stiles                               90         15         5.6      22.9        15       2:00     4.7        7       2:10 Classy Kids Academy                            90         15         3.4      2.8         73       3:00     0.0        0       3:00 Clinton College                                90         15         3.2      2.6         74       3:00    20.8        31      3:35 Clover 9th Grade Academy                       90         15         3.2      4.5         43       2:30     6.5        10      2:40 Clover Middle School                           90         15         0.0      Located in Shadow Region      7.5        11      2:00 Clover Head Start                              90         15         1.6      3.8         25       2:10     5.3        8       2:20 Clover High                                    90         15         3.5      4.8         44       2:30     6.5        10      2:40 Clover High School Early Childhood Program     90         15         3.5      4.8         44       2:30     6.5        10      2:40 Comenius School for Creative Leadership        90         15         5.8      3.8         92       3:20     6.2        9       3:30 Cotton Belt Elementary                         90         15         2.8      27.5         6       1:55     5.8        9       2:05 Cottonbelt Elementary School                   90         15         2.8      27.5         6       1:55     5.8        9       2:05 Creative Kids                                  90         15         8.8      9.4         56       2:45     5.3        8       2:55 Catawba Nuclear Station                                       ES21                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Travel Time Travel             Dist. from Dist. To            Time to              EPZ       EPZ Driver     Loading      EPZ    Average       EPZ             Bdry to  Bdry to    ETE to Mobilization  Time       Bdry     Speed       Bdry      ETE     R.C.       R.C.      R.C.
School                Time (min)    (min)      (mi)     (mph)       (min)   (hr:min)  (mi.)    (min)    (hr:min)
Crowders Creek Elem. School                      90         15         9.4      9.4         60       2:45     5.3        8       2:55 Doby's Bridge Elementary School                  90         15                  Located in Shadow Region      6.3        9       1:55 Dutchman Creek Middle School                     90         15        11.3      4.9         139      4:05     0.1        0       4:05 Ebenezer Avenue Elem. School                     90         15         4.9      2.8         105      3:30     1.8        3       3:35 Ebinport Elementary School                       90         15         4.7      2.7         106      3:35     1.8        3       3:40 Field Of Dreams Nurture and Education Center     90         15         4.5      2.5         110      3:35     5.7        9       3:45 Finley Road Elem. School                         90         15         5.2      3.5         89       3:15    26.0        39      3:55 Floyd D. Johnson Technical Ctr.                  90         15         3.7      20.8        11       2:00     9.9        15      2:15 Fort Mill Academy                                90         15         1.6      7.1         14       2:00     6.8        10      2:10 Fort Mill Elementary School                      90         15         1.6      6.9         14       2:00     6.2        9       2:10 Fort Mill High School                            90         15         5.2      2.7         115      3:40     6.6        10      3:50 Fort Mill Middle School                          90         15         1.5      6.9         13       2:00     6.6        10      2:10 Fort Mill Preparatory Cooperative Preschool      90         15         5.4      3.0         109      3:35     6.2        9       3:45 Freedom Montessori School                        90         15         1.9      3.6         31       2:20     0.1        0       2:20 Giving Tree Child Development Center             90         15        10.7      10.0        64       2:50     5.3        8       3:00 God's Blessing's Christian Child Care            90         15         4.1      2.6          94      3:20     1.8        3       3:25 Gold Hill Elementary School                      90         15         5.7      3.1         111      3:40     5.7        9       3:50 Gold Hill Middle School                          90         15         6.6      3.2         124      3:50     6.6        10      4:00 Griggs Rd. Elementary School                     90         15         4.2      4.8         51       2:40     5.3        8       2:50 Harold C Johnson Elementary                      90         15         4.1      13.5        18       2:05     9.9        15      2:20 Harold C. Johnson Elem. School                   90         15         4.1      13.5        18       2:05     9.9        15      2:20 House of Joy                                     90         15         2.9      4.8         37       2:25     1.8        3       2:30 House of Joy Childcare Center II                 90         15         1.1      2.2         31       2:20     1.4        2       2:25 Hunter Street Elementary                         90         15         4.9      12.1        25       2:10     9.9        15      2:25 Hunter Street Elem. School                       90         15         4.9      12.1        25       2:10     9.9        15      2:25 India Hook Elementary School                     90         15         8.9      5.3         101      3:30     4.7        7       3:40 Ivybrook Academy                                 90         15         5.3      3.1         104      3:30     6.2        9       3:40 Catawba Nuclear Station                                         ES22                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                          Rev. 0

Travel Time Travel             Dist. from Dist. To            Time to              EPZ       EPZ Driver     Loading      EPZ    Average       EPZ             Bdry to  Bdry to    ETE to Mobilization  Time       Bdry     Speed       Bdry      ETE     R.C.       R.C.      R.C.
School            Time (min)    (min)      (mi)     (mph)       (min)   (hr:min)  (mi.)    (min)    (hr:min)
Jefferson Elementary School                  90         15         0.0      Located in Shadow Region      7.2        11      2:00 Kids First Academy                           90         15         0.7      45.0         1       1:50     5.5         8      2:00 Kids R Kids                                  90         15         7.6      15.8        29       2:15     6.2         9      2:25 Kids World Too                               90         15         3.0      3.8         47       2:35    26.0        39      3:15 Kinard Elementary School                     90         15         0.9      45.0         1       1:50     5.5         8      2:00 Lake Pointe Academy                          90         15        10.9      14.6        45       2:30     6.1         9      2:40 Larne Elementary School                      90         15         2.2      45.0         3       1:50     5.5         8      2:00 Liberty Child Development Center             90         15         5.5      3.0         110      3:35     0.1         0      3:35 Liberty Christian Daycare                    90         15         3.5      21.6        10       1:55     9.9        15      2:10 Little Fox Child Development Center          90         15         2.7      3.6         45       2:30     6.2         9      2:40 Little Saints Academy                        90         15         3.4      3.1         67       2:55     0.1         0      2:55 MorningStar Kids Discovery Center            90         15         5.1      3.8         81       3:10     6.2         9      3:20 Mount Gallant Elementary School              90         15        10.9      6.7         98       3:25     1.8         3      3:30 Nation Ford High School                      90         15         3.8      3.7         61       2:50     6.6        10      3:00 Next Generation Child Development Center     90         15         0.2      3.3          3       1:50    26.0        39      2:30 Northside Elementary School                  90         15         3.4      2.6         79       3:05     7.6        11      3:20 Northwestern High School                     90         15         5.4      3.2         102      3:30    27.6        41      4:15 Oakdale Elementary School                    90         15         0.5      3.0          9       1:55    26.0        39      2:35 Oakridge Elementary                          90         15         6.2      5.8         64       2:50     1.3         2      2:55 Oakridge Middle School                       90         15         6.2      5.3         70       2:55     1.3         2      3:00 Old Pointe Elementary School                 90         15         6.7      3.9         104      3:30    27.6        41      4:15 Open Arms Child Support Center               90         15         1.9      4.4         25       2:10     1.8         3      2:15 Orchard Park Elementary School               90         15         4.5      2.5         110      3:35     5.7         9      3:45 Palmetto Children's Academy                  90         15         3.6      2.6         84       3:10     7.6        11      3:25 Pine Grove Christian Academy                 90         15         6.5      5.8         67       2:55     1.3         2      3:00 Pleasant Knoll Elementary School             90         15         5.4      3.4         96       3:25     5.7         9      3:35 Primrose School of Fort Mill                 90         15         6.2      13.7        27       2:15     6.8        10      2:25 Catawba Nuclear Station                                     ES23                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                      Rev. 0

Travel Time Travel           Dist. from Dist. To         Time to            EPZ       EPZ Driver     Loading      EPZ    Average   EPZ            Bdry to  Bdry to    ETE to Mobilization  Time       Bdry     Speed    Bdry    ETE     R.C.       R.C.      R.C.
School               Time (min)    (min)      (mi)     (mph)   (min)  (hr:min)  (mi.)    (min)    (hr:min)
Rawlinson Road Middle School                   90         15         7.0      3.9     107     3:35    27.0        41      4:20 Reach for the Stars                            90         15         2.0      2.3      52     2:40     5.7        9       2:50 Richmond Drive Elem. School                    90         15         3.9      2.3     104     3:30     5.0        7       3:40 Right Choice Child Development Center          90         15         4.7      2.7     106     3:35     1.8        3       3:40 Riverview Elementary School                    90         15         2.4      7.4      20     2:05     6.2        9       2:15 Riverwalk Academy                              90         15        12.3      12.0     61     2:50     4.7        7       3:00 Rock Hill Head Start Center                    90         15         3.1      3.5      53     2:40    26.0        39      3:20 Rosewood Elementary School                     90         15         6.1      2.4     150     4:15     0.1        0       4:15 Saluda Trail Middle School                     90         15         0.6      4.3       9     1:55    27.0        41      2:40 School Days Child Development Center           90         15         2.2      2.7      49     2:35     1.8        3       2:40 Shekinah Christian Academy                     90         15         3.6      2.6      84     3:10     7.6        11      3:25 Smart Kids CDC # 6                             90         15         8.4      3.7     137     4:05     6.2        9       4:15 South Pointe High School                       90         15         0.3      3.3       5     1:50    27.6        41      2:35 Springfield Elementary School                  90         15         4.8      3.0      96     3:25     6.2        9       3:35 Springfield Middle School                      90         15         4.8      3.0      96     3:25     6.6        10      3:35 St Anne's Catholic                             90         15         3.2      2.5      76     3:05     1.4        2       3:10 St. Anne Catholic School                       90         15         3.2      2.5      76     3:05     1.4        2       3:10 Sugar & Spice Child Development Center LLC     90         15         1.5      3.1      30     2:15     0.1        0       2:15 Sugar Creek Elementary School                  90         15         5.1      3.8      81     3:10     6.2        9       3:20 Sullivan Middle School                         90         15         3.6      2.3      97     3:25     1.4        2       3:30 Sunset Park Accelerated                        90         15         2.5      4.2      35     2:20    27.6        41      3:05 Sunshine HouseSite 14                         90         15         3.9      5.1      46     2:35     0.1        0       2:35 Tega Cay Children's Academy                    90         15         7.1      15.8     27     2:15     6.2        9       2:25 Tega Cay Elementary School                     90         15         8.4      15.8     32     2:20     6.2        9       2:30 The Academy of Young Scholars, LLC             90         15         4.7      2.4     117     3:45     5.7        9       3:55 The Goddard School in Fort Mill                90         15         7.5      15.8     28     2:15     6.8        10      2:25 The Goddard School of Lake Wylie               90         15        11.4      10.5     65     2:50     5.3        8       3:00 Catawba Nuclear Station                                       ES24                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                   Rev. 0

Travel Time Travel                 Dist.      from Dist. To            Time to                  EPZ        EPZ Driver     Loading      EPZ    Average       EPZ                 Bdry to   Bdry to    ETE to Mobilization  Time       Bdry     Speed       Bdry       ETE        R.C.        R.C.      R.C.
School                    Time (min)    (min)      (mi)     (mph)       (min)    (hr:min)     (mi.)     (min)    (hr:min)
The Goddard School of Rock Hill                     90         15         5.0      3.0         103       3:30        0.1         0       3:30 The Learning Experience                             90         15         6.7      13.7        30        2:15        6.2         9       2:25 Toddler House Day Care                              90         15         1.5      3.3         28        2:15        0.1         0       2:15 Village Montessori and Preparatory School           90         15         7.5      3.6         125       3:50        6.8         10      4:00 Walnut Grove Christian School                       90         15         7.5      4.3         104       3:30        5.7         9       3:40 Westminster Catawba Christian School 612           90         15         7.5      4.8         93        3:20        7.6         11      3:35 Westminster Catawba Christian School PK5           90         15         4.8      2.7         107       3:35        0.1         0       3:35 Winthrop University                                 90         15         4.5      2.0         134       4:00       10.9         16      4:20 Woodhaven Baptist Child Development Center          90         15         5.1      2.4         126       3:55        0.1         0       3:55 York Comprehensive High School                      90         15         3.7      21.3        10        1:55        9.9         15      2:10 York Head Start Center                              90         15         3.6      21.5        10        1:55        9.9         15      2:10 York Intermediate School                            90         15         4.4      18.9        14        2:00        9.9         15      2:15 York Middle School                                  90         15         4.8      20.2        14        2:00        9.9         15      2:15 York One Academy                                    90         15         3.6      21.5        10        1:55        9.9         15      2:10 York Preparatory Elementary School                  90         15        12.5      12.3        61        2:50       27.6         41      3:35 York Preparatory High School                        90         15        12.5      12.3        61        2:50       27.6         41      3:35 York Preparatory Middle School                      90         15        12.5      12.3        61        2:50       27.6         41      3:35 York Road Elementary School                         90         15         5.0      5.3         57        2:45        6.2         9       2:55 York Technical College                                                 Commuter School  Does not evacuate with buses York Technical College Child Development Center     90         15         3.2      2.5         76        3:05        7.6         11      3:20 Yours, Mine and Ours Day Care                       90         15         3.0      19.0        10        1:55        9.9         15      2:10 Maximum for EPZ:       4:15              Maximum:      4:20 Average for EPZ:     2:50               Average:     3:00 Catawba Nuclear Station                                            ES25                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                  Rev. 0

Table 85. TransitDependent Evacuation Time Estimates - Good Weather OneWave                                                            TwoWave Route   Picku                          Travel                 Route Route               Travel     p               Distance     Time          Driver Travel    Pickup Route                      Mobilization  Length     Speed      Time    Time      ETE      to R. C. to R. C. Unload  Rest   Time      Time        ETE Number      Bus Number        (min)       (miles)    (mph)     (min)   (min)    (hr:min)   (miles)    (min)    (min) (min)   (min)     (min)    (hr:min) 1            1, 2           110           13        16         50     30       3:15      23.7        36       5     10     53        30         5:30 13             90          8.9       4.0        134     30       4:15      17.4        26       5     10     38        30         6:05 2
47            110          8.9       4.5        118     30       4:20      17.4        26       5     10     38        30         6:10 16             90          4.3       7.2        36      30       2:40      17.7        27       5     10     35        30         4:30 7  12           95          4.3       7.5        35      30       2:40      17.7        27       5     10     35        30         4:30 3          13  18          100          4.3       7.8        33      30       2:45      17.7        27       5     10     35        30         4:35 19  24          105          4.3       8.3        31      30       2:50      17.7        27       5     10     35        30         4:40 25  29          110          4.3       8.5        30      30       2:55      17.7        27       5     10     36        30         4:45 4            1, 2           110          4.8       20.2        14     30       2:35      18.1        27       5     10     34        30         4:25 14             90          11.2      14.3       47      30       2:50      34.6        52       5     10     68        30         5:40 5
58            110          11.2      20.6       33      30       2:55      34.6        52       5     10     68        30         5:45 16             90          7.5       3.4        131     30       4:15      10.0        15       5     10     36        30         5:55 7  12           95          7.5       3.5        129     30       4:15      10.0        15       5     10     36        30         5:55 6          13  18          100          7.5       3.5        128     30       4:20      10.0        15       5     10     34        30         5:55 19  24          105          7.5       3.6        126     30       4:25      10.0        15       5     10     31        30         6:00 24  31          110          7.5       3.6        124     30       4:25      10.0        15       5     10     31        30         6:00 14             90          9.5       5.5        105     30       3:45      20.8        31       5     10     60        30         6:05 7            5 9           100          9.5       5.4        105     30       3:55      20.8        31       5     10     59        30         6:15 9  13          110          9.5       5.4        105     30       4:10      20.8        31       5     10     59        30         6:30 19             90          10.0      4.1        145     30       4:25      12.8        19       5     10     45        30         6:15 10  18           95          10.0      4.2        143     30       4:30      12.8        19       5     10     42        30         6:20 8          18  27          100          10.0      4.3        139     30       4:30      12.8        19       5     10     42        30         6:20 28  37          105          10.0      4.4        137     30       4:35      12.8        19       5     10     39        30         6:20 38  47          110          10.0      4.5        132     30       4:35      12.8        19       5     10     39        30         6:20 Catawba Nuclear Station                                                ES26                                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

OneWave                                                        TwoWave Route    Picku                       Travel                 Route Route           Travel     p               Distance   Time          Driver Travel    Pickup Route                      Mobilization Length  Speed     Time    Time       ETE    to R. C. to R. C. Unload  Rest   Time      Time        ETE Number      Bus Number        (min)      (miles) (mph)    (min)    (min)    (hr:min)  (miles)  (min)    (min) (min)   (min)     (min)    (hr:min) 1, 2            90         12.3   12.3      60       30       3:00     20.1      30       5     10     47        30         5:05 9
3             110         12.3   12.0      61       30       3:25     20.1      30       5     10     47        30         5:30 14             90         8.6    7.4       70       30       3:10     23.4      35       5     10     47        30         5:20 10            5 7           100         8.6    7.4       70       30       3:20     23.4      35       5     10     47        30         5:30 8  10          110         8.6    7.7       67       30       3:30     23.4      35       5     10     47        30         5:40 13             90         10.9   9.8       67       30       3:10     20.6      31       5     10     45        30         5:15 11 4             110         10.9   12.3      53       30       3:15     20.6      31       5     10     45        30         5:20 13             90         7.7    6.9       67       30       3:10     10.7      16       5     10     27        30         4:40 12 46            110         7.7    8.3       56       30       3:20     10.7      16       5     10     26        30         4:50 13             90         8.0    12.8      37       30       2:40     10.0      15       5     10     26        30         4:10 13 46            110         8.0    11.2      43       30       3:05     10.0      15       5     10     26        30         4:35 13             90         4.5    16.8      16       30       2:20     11.1      17       5     10     27        30         3:50 14 46            110         4.5    14.4      19       30       2:40     11.1      17       5     10     23        30         4:05 13             90         2.7    8.6       19       30       2:20     10.0      15       5     10     19        30         3:40 15 4             110         2.7    5.5       29       30       2:50     10.0      15       5     10     19        30         4:10 Maximum ETE:       4:35                                     Maximum ETE:         6:30 Average ETE:     3:30                                       Average ETE:       5:20 Catawba Nuclear Station                                            ES27                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Table 88. Special Facility Evacuation Time Estimates  Good Weather Travel Loading                                         Time to Rate                 Total                      EPZ Mobilization     (min per              Loading  Dist. To EPZ    Boundary       ETE Medical Facility                           Patient              (min)          person)    People  Time (min)  Bdry (mi)        (min)      (hr:min)
Ambulatory                    90              1         24        24          2.2            24         2:20 Adult Enrichment Centers of Fort Mill                     Wheelchair bound              90              5         20        75          2.2             6         2:55 Bedridden                     90             15         3         30          2.2            24         2:25 Ambulatory                    90              1         34        30          4.5           125         4:05 Adult Enrichment Centers of Rock Hill                     Wheelchair bound              90              5         28        75          4.5           110         4:35 Bedridden                     90             15         4         30          4.5           125         4:05 Ambulatory                    90              1         14        14          3.6            19         2:05 Adult Enrichment Centers of York                          Wheelchair bound              90              5         12        60          3.6            26         3:00 Bedridden                     90             15         2         30          3.6            20         2:20 Ambulatory                    90              1         27        27          7.5           120         4:00 Autumn Leaves of Fort Mill                                Wheelchair bound              90              5         21        75          7.5           100         4:25 Bedridden                     90             15         3         30          7.5           120         4:00 Ambulatory                    90              1          5         5          4.1            59         2:35 Bird Street I Community Residential Care Facility Wheelchair bound              90              5         3         15          4.1            62         2:50 Ambulatory                    90              1          5         5          4.1            59         2:35 Bird Street II Community Residential Care Facility Wheelchair bound              90              5         3         15          4.1            62         2:50 Ambulatory                    90              1          2         2          3.3            22         1:55 Brite Horizon Wheelchair bound              90              5         2         10          3.3            20         2:00 Ambulatory                    90              1         25        25          4.7            94         3:30 Brookdale Ebenezer Road                                   Wheelchair bound              90              5         21        75          4.7            64         3:50 Bedridden                     90             15         3         30          4.7            92         3:35 Ambulatory                    90              1         45        30          4.2            93         3:35 Brookdale Spring Arbor                                    Wheelchair bound              90              5         37        75          4.2            64         3:50 Bedridden                     90             15         5         30          4.2            93         3:35 Catawba Nuclear Station                                                 ES28                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                     Rev. 0

Travel Loading                                     Time to Rate             Total                      EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility           Patient       (min)      person) People Time (min)  Bdry (mi)        (min)      (hr:min)
Ambulatory            90          1      44       30          6.1           151         4:35 Carolina Gardens at Rock Hill               Wheelchair bound      90          5      36       75          6.1           118         4:45 Bedridden             90         15      5        30          6.1           151         4:35 Ambulatory            90          1      70       30          3.4             9         2:10 Carolina Gardens at York                    Wheelchair bound      90          5      57       75          3.4             6         2:55 Bedridden             90         15       8       30          3.4             9         2:10 Ambulatory            90          1     116       30          0.4             1         2:05 Carolinas HealthCare System  Pineville     Wheelchair bound      90          5      93       75          0.4             1         2:50 Bedridden             90         15      13       30          0.4             1         2:05 Ambulatory            90          1      15       15          3.7            86         3:15 First Calvary Baptist Church Adult Day Care Wheelchair bound      90          5      13       65          3.7            89         4:05 Bedridden             90         15      2        30          3.7            91         3:35 Ambulatory            90          1      18       18          3.2            76         3:05 Flint Hill Community Adult Day Care Center  Wheelchair bound      90          5      15       75          3.2            74         4:00 Bedridden             90         15      2        30          3.2            80         3:20 Ambulatory            90          1      11       11          4.9           100         3:25 Fort Mill Dialysis                          Wheelchair bound      90          5      9        45          4.9            86         3:45 Bedridden             90         15      1        15          4.9           100         3:25 Ambulatory            90          1      15       15          6.3            99         3:25 Fresenius Medical Care Fort Mill            Wheelchair bound      90          5      13       65          6.3            92         4:10 Bedridden             90         15      2        30          6.3            93         3:35 Ambulatory            90          1      12       12          3.9            75         3:00 Fresenius Medical Care Rock Hill            Wheelchair bound      90          5      9        45          3.9            74         3:30 Bedridden             90         15      1        15          3.9            75         3:00 Ambulatory            90          1      11       11          4.8            42         2:25 Fresenius Medical Care York                 Wheelchair bound      90          5      8        40          4.8            38         2:50 Bedridden             90         15      1        15          4.8            42         2:30 Catawba Nuclear Station                          ES29                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Travel Loading                                     Time to Rate             Total                      EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility                     Patient       (min)      person) People Time (min)  Bdry (mi)        (min)      (hr:min)
Ambulatory            90          1      54       30          4.7            68         3:10 Harborchase of Rock Hill                             Wheelchair bound      90          5      44       75          4.7            54         3:40 Bedridden             90         15      6        30          4.7            68         3:10 Ambulatory            90          1      24       24          4.5            92         3:30 Healthsouth Rehabilitation Hospital of Rock Hill     Wheelchair bound      90          5      20       75          4.5            69         3:55 Bedridden             90         15      3        30          4.5            91         3:35 Ambulatory            90          1       8        8          7.0            94         3:15 Hospice & Community Care House                       Wheelchair bound      90          5      6        30          7.0            88         3:30 Bedridden             90         15      1        15          7.0            95         3:20 Ambulatory            90          1       3        3          4.0            79         2:55 Interim Healthcare of The Triad Wheelchair bound      90          5      2        10          4.0            78         3:00 Ambulatory            90          1       7        7          4.5            97         3:15 Keystone Inpatient Services                          Wheelchair bound      90          5      5        25          4.5            92         3:30 Bedridden             90         15      1        15          4.5            95         3:20 Ambulatory            90          1      54       30          3.4             5         2:05 Lake Wylie Assisted Living Community                 Wheelchair bound      90          5      44       75          3.4             5         2:50 Bedridden             90         15       6       30          3.4             5         2:05 Ambulatory            90          1      30       30          6.6           119         4:00 Lodge at Wellmore                                    Wheelchair bound      90          5      24       75          6.6           105         4:30 Bedridden             90         15       3       30          6.6           119         4:00 Ambulatory            90          1      52       30          3.2            68         3:10 Magnolia ManorRock Hill                             Wheelchair bound      90          5      42       75          3.2            56         3:45 Bedridden             90         15       6       30          3.2            68         3:10 Ambulatory            90          1       5        5          5.6            94         3:10 Marett Boulevard Community Residential Care Facility Wheelchair bound      90          5       3       15          5.6            93         3:20 Ambulatory            90          1       2        2          1.7            18         1:50 McEntyre Home Wheelchair bound      90          5       1        5          1.7            18         1:55 Ambulatory            90          1       5        5          5.2            62         2:40 Meadowlark Drive Community Residential Care Facility Wheelchair bound      90          5      3        15          5.2            59         2:45 Catawba Nuclear Station                                     ES30                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Travel Loading                                     Time to Rate             Total                      EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility          Patient       (min)      person) People Time (min)  Bdry (mi)        (min)      (hr:min)
Ambulatory            90          1      49       30          2.4            34         2:35 Mecklenburg Health & Rehabilitation Center Wheelchair bound      90          5      40       75          2.4            29         3:15 Bedridden             90         15      6        30          2.4            34         2:35 Ambulatory            90          1      30       30          5.2            99         3:40 Morningside of Rock Hill                   Wheelchair bound      90          5      24       75          5.2            73         4:00 Bedridden             90         15      3        30          5.2            99         3:40 Ambulatory            90          1      73       30          3.6            74         3:15 New Hope Carolinas                         Wheelchair bound      90          5      60       75          3.6            61         3:50 Bedridden             90         15      9        30          3.6            74         3:15 Ambulatory            90          1      10       10          6.3            55         2:35 Oakbridge Terrace at Park Pointe Village   Wheelchair bound      90          5      8        40          6.3            49         3:00 Bedridden             90         15      1        15          6.3            55         2:40 Ambulatory            90          1     142       30          4.5            91         3:35 Piedmont Medical Center                    Wheelchair bound      90          5     115       75          4.5            69         3:55 Bedridden             90         15      16       30          4.5            91         3:35 Ambulatory            90          1      57       30          1.6             3         2:05 Pineville Rehabilitation and Living Center Wheelchair bound      90          5      46       75          1.6             2         2:50 Bedridden             90         15       7       30          1.6             3         2:05 Ambulatory            90          1      64       30          5.0            94         3:35 Pruitthealth Rock Hill                     Wheelchair bound      90          5      53       75          5.0            69         3:55 Bedridden             90         15      8        30          5.0            94         3:35 Ambulatory            90          1       2        2          5.0           127         3:40 Riverview Hospice and Palliative Care Wheelchair bound      90          5      1         5          5.0           127         3:45 Ambulatory            90          1      49       30          3.6            73         3:15 Rock Hill Post Acute Care Center           Wheelchair bound      90          5      39       75          3.6            59         3:45 Bedridden             90         15      6        30          3.6            73         3:15 Sara Smith Home                            Ambulatory            90          1       1        1          4.6            75         2:50 Ambulatory            90          1       1        1         10.5            72         2:45 The Beckett Home Wheelchair bound      90          5      1         5         10.5            72         2:50 Catawba Nuclear Station                          ES31                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Travel Loading                                     Time to Rate             Total                      EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility             Patient       (min)      person) People Time (min)  Bdry (mi)        (min)      (hr:min)
Ambulatory            90          1      44       30          6.2            82         3:25 The Crossings at Steele Creek                Wheelchair bound      90          5      36       75          6.2            64         3:50 Bedridden             90         15      5        30          6.2            82         3:25 Ambulatory            90          1       3        3          2.8            44         2:20 VOCA  Oakhaven Drive Group Home Wheelchair bound      90          5      3        15          2.8            44         2:30 Ambulatory            90          1      73       30          6.6           119         4:00 Wellmore of Tega Cay                         Wheelchair bound      90          5      60       75          6.6           105         4:30 Bedridden             90         15      9        30          6.6           119         4:00 Ambulatory            90          1      32       30          4.3            90         3:30 Westminster Health and Rehabilitation Center Wheelchair bound      90          5      26       75          4.3            66         3:55 Bedridden             90         15      4        30          4.3            90         3:30 Ambulatory            90          1      17       17          4.3            90         3:20 Westminster Towers Residential               Wheelchair bound      90          5      14       70          4.3            67         3:50 Bedridden             90         15      2        30          4.3            87         3:30 Ambulatory            90          1      54       30          2.0            43         2:45 White Oak Manor York                         Wheelchair bound      90          5      43       75          2.0            45         3:30 Bedridden             90         15      6        30          2.0            43         2:45 Ambulatory            90          1      69       30          4.5            91         3:35 White Oak of Rock Hill                       Wheelchair bound      90          5      56       75          4.5            69         3:55 Bedridden             90         15      8        30          4.5            91         3:35 Ambulatory            90          1      20       20          6.3            59         2:50 Willow Brook Court at Park Pointe Village    Wheelchair bound      90          5      16       75          6.3            54         3:40 Bedridden             90         15      2        30          6.3            56         3:00 Ambulatory            90          1       2        2          1.9            20         1:55 Winchester Home Wheelchair bound      90          5      1         5          1.9            20         1:55 Maximum ETE:       4:45 Average ETE:      3:15 Catawba Nuclear Station                             ES32                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Figure 61. CNS EPZ Zones Catawba Nuclear Station             ES33          KLD Engineering, P.C.
Evacuation Time Estimate                                         Rev. 0

Figure H8. Region R08 Catawba Nuclear Station           ES34         KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

1       INTRODUCTION This report describes the analyses undertaken and the results obtained by a study to develop Evacuation Time Estimates (ETE) for the Catawba Nuclear Station (CNS), located in York County, South Carolina. ETE provide Duke Energy and State and local governments with sitespecific information needed for Protective Action decisionmaking.
In the performance of this effort, guidance is provided by documents published by Federal Governmental agencies. Most important of these are:
* Title 10, Code of Federal Regulations, Appendix E to Part 50 (10CFR50), Emergency Planning and Preparedness for Production and Utilization Facilities, NRC, 2011
* Criteria for Development of Evacuation Time Estimate Studies, NUREG/CR7002, November 2011.
* Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG 0654/FEMA REP 1, Rev. 1, November 1980.
* Analysis of Techniques for Estimating Evacuation Times for Emergency Planning Zones, NUREG/CR 1745, November 1980.
* Development of Evacuation Time Estimates for Nuclear Power Plants, NUREG/CR 6863, January 2005.
The work effort reported herein was supported and guided by local stakeholders who contributed suggestions, critiques, and the local knowledge base required. Table 11 presents a summary of stakeholders and interactions.
1.1       Overview of the ETE Process The following outline presents a brief description of the work effort in chronological sequence
: 1. Information Gathering:
: a. Defined the scope of work in discussions with representatives from Duke Energy.
: b. Attended meetings with emergency planners from York County, Charlotte Mecklenburg and the Gaston County to identify issues to be addressed and resources available.
: c. Conducted a detailed field survey of the highway system and of area traffic conditions within the Emergency Planning Zone (EPZ1) and Shadow Region.
: d. Obtained demographic data from the 2010 census. Projected the 2010 Census data to the year 2018 (see Section 3.1) 1 All references to EPZ refer to the plume exposure pathway EPZ.
Catawba Nuclear Station                                       11                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0
: e. Estimated the number of nonEPZ employees using data obtained from the US Census Longitudinal EmployerHousehold Dynamics from the OnTheMap Census analysis tool2 (see Section 3.4).
: f. Utilized data from the 2012 random sample telephone survey of EPZ residents .
: g. Obtained data (to the extent available) to update the database of schools, colleges, medical facilities, correctional facilities, transient attractions, major employers, homebound residents, transportation resources available and the special event, gathered in support of the 2012 ETE study.
: 2. Reviewed the 2012 distributions of trip generation times representing the time required by various population groups (permanent residents, employees, and transients) to prepare (mobilize) for the evacuation trip and updated where necessary. These estimates are primarily based upon the 2012 random sample telephone survey.
: 3. Defined Evacuation Scenarios. These scenarios reflect the variation in demand, in trip generation distribution and in highway capacities, associated with different seasons, day of week, time of day and weather conditions.
: 4. Reviewed the existing traffic management plan to be implemented by local and state police in the event of an incident at the plant. Traffic control is applied at specified Traffic Control Points (TCP) and Security Road Blocks (SRB) located within the EPZ. Five TCP recommendations were made in areas where the use of TCPs would benefit the ETE. See Section 9 and Appendix G.
: 5. Used existing zones to define Evacuation Regions. The EPZ is partitioned into 15 zones along jurisdictional and geographic boundaries. Regions are groups of contiguous zones for which ETE are calculated. The configurations of these Regions reflect wind direction and the radial extent of the impacted area. Each Region, other than those that approximate circular areas, approximates a keyhole section within the EPZ as recommended by NUREG/CR7002.
: 6. Estimated demand for transit services for persons at special facilities and for transit dependent persons at home.
: 7. Prepared the input streams for the DYNEV II system which computes ETE.                                            (See Appendices B and C).
: a. Estimated the evacuation traffic demand, based on the available information derived from Census data, and from data provided by local and state agencies, Duke Energy and from the 2012 telephone survey.
: b. Updated the linknode representation of the evacuation network, which is used as the basis for the computer analysis that calculates the ETE
: c. Applied the procedures specified in the 2010 Highway Capacity Manual (HCM3) to the data acquired during the field survey, to estimate the capacity of all highway segments comprising the evacuation routes.
2 http://onthemap.ces.census.gov/ ; the latest data available on using the OnTheMap census tool is for the year 2014.
Catawba Nuclear Station                                           12                                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0
: d. Calculated the evacuating traffic demand for each Region and for each Scenario.
: e. Specified selected candidate destinations for each origin (location of each source where evacuation trips are generated over the mobilization time) to support evacuation travel consistent with outbound movement relative to the location of the CNS.
: 8. Executed the DYNEV II model to determine optimal evacuation routing and compute ETE for all residents, transients and employees (general population) with access to private vehicles. Generated a complete set of ETE for all specified Regions and Scenarios.
: 9. Documented ETE in formats in accordance with NUREG/CR7002.
: 10. Calculated the ETE for all transit activities including those for special facilities (schools, medical facilities, etc.), for the transitdependent population and for homebound special needs population.
1.2    The Catawba Nuclear Station Location The CNS is located on the shore of Lake Wylie in York County, South Carolina. The site is approximately 18 miles southwest of Charlotte, NC. The EPZ consists of parts of York, Mecklenburg and Gaston Counties. Figure 11 displays the area surrounding the CNS. This map identifies the communities in the area and the major roads.
1.3    Preliminary Activities These activities are described below.
Field Surveys of the Highway Network KLD personnel drove the entire highway system within the EPZ and the Shadow Region which consists of the area between the EPZ boundary and approximately 15 miles radially from the plant. The characteristics of each section of highway were recorded. These characteristics are shown in Table 12.
Video and audio recording equipment were used to capture a permanent record of the highway infrastructure. No attempt was made to meticulously measure such attributes as lane width and shoulder width; estimates of these measures based on visual observation and recorded images were considered appropriate for the purpose of estimating the capacity of highway sections. For example, Exhibit 157 in the HCM 2010 indicates that a reduction in lane width from 12 feet (the base value) to 10 feet can reduce free flow speed (FFS) by 1.1 mph - not a material difference - for twolane highways. Exhibit 1530 in the HCM 2010 shows little sensitivity for the estimates of Service Volumes at Level of Service (LOS) E (near capacity), with respect to FFS, for twolane highways.
The data from the audio and video recordings were used to create detailed geographical information systems (GIS) shapefiles and databases of the roadway characteristics and of the 3
Highway Capacity Manual (HCM 2010), Transportation Research Board, National Research Council, 2010.
Catawba Nuclear Station                                    13                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                          Rev. 0

traffic control devices observed during the road survey; this information was referenced while preparing the input stream for the DYNEV II System.
As documented on page 155 of the HCM 2010, the capacity of a twolane highway is 1700 passenger cars per hour in one direction. For freeway sections, a value of 2250 vehicles per hour per lane is assigned, as per Exhibit 1117 of the HCM 2010. The road survey has identified several segments which are characterized by adverse geometrics on twolane highways which are reflected in reduced values for both capacity and speed. These estimates are consistent with the service volumes for LOS E presented in HCM Exhibit 1530. These links may be identified by reviewing Appendix K. Link capacity is an input to DYNEV II which computes the ETE. Further discussion of roadway capacity is provided in Section 4 of this report.
Traffic signals are either pretimed (signal timings are fixed over time and do not change with the traffic volume on competing approaches) or are actuated (signal timings vary over time based on the changing traffic volumes on competing approaches). Actuated signals require detectors to provide the traffic data used by the signal controller to adjust the signal timings.
These detectors are typically magnetic loops in the roadway, or video cameras mounted on the signal masts and pointed toward the intersection approaches. If detectors were observed on the approaches to a signalized intersection during the road survey, detailed signal timings were not collected as the timings vary with traffic volume. TCPs at locations which have control devices are represented as actuated signals in the DYNEV II system.
If no detectors were observed, the signal control at the intersection was considered pretimed, and detailed signal timings were gathered for several signal cycles. These signal timings were input to the DYNEV II system used to compute ETE, as per NUREG/CR7002 guidance.
Figure 12 presents the linknode analysis network that was constructed to model the evacuation roadway network in the EPZ and Shadow Region. The directional arrows on the links and the node numbers have been removed from Figure 12 to clarify the figure. The detailed figures provided in Appendix K depict the analysis network with directional arrows shown and node numbers provided. The observations made during the field survey and aerial imagery was used to calibrate the analysis network.
The 2012 linknode analysis network was updated to include newly constructed and ongoing roadway improvements based on data collected during the road survey. There have been several major roadway changes within the study area. Aerial imagery, the roadway survey and roadway design plans (to the extent available) were used to update the network.
Telephone Survey A telephone survey was performed in 2012 to gather information needed for the ETE study.
Appendix F presents the survey instrument, the procedures used, and tabulations of data compiled from the survey returns. Given there were no significant changes in demographics within the study area (see Appendix F), it is assumed the behavioral responses to the survey questions are not significantly different and the results of the 2012 survey are applicable to this study.
Catawba Nuclear Station                         14                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

These data were utilized to develop estimates of vehicle occupancy to estimate the number of evacuating vehicles during an evacuation and to estimate elements of the mobilization process.
This database was also referenced to estimate the number of transitdependent residents.
Computing the Evacuation Time Estimates The overall study procedure is outlined in Appendix D. Demographic data were obtained from several sources, as detailed later in this report. These data were analyzed and converted into vehicle demand data. The vehicle demand was loaded onto appropriate source links of the analysis network using GIS mapping software. The DYNEV II system was then used to compute ETE for all Regions and Scenarios.
Analytical Tools The DYNEV II System that was employed for this study is comprised of several integrated computer models. One of these is the DYNEV (DYnamic Network EVacuation) macroscopic simulation model, a new version of the IDYNEV model that was developed by KLD under contract with the Federal Emergency Management Agency (FEMA).
DYNEV II consists of four submodels:
A macroscopic traffic simulation model (for details, see Appendix C).
A Trip Distribution (TD) model that assigns a set of candidate destination (D) nodes for each origin (O) located within the analysis network, where evacuation trips are generated over time. This establishes a set of OD tables.
A Dynamic Traffic Assignment (DTA) model which assigns trips to paths of travel (routes) which satisfy the OD tables, over time. The TD and DTA models are integrated to form the DTRAD (Dynamic Traffic Assignment and Distribution) model, as described in Appendix B.
A Myopic Traffic Diversion model which diverts traffic to avoid intense, local congestion, if possible.
Another software product developed by KLD, named UNITES (UNIfied Transportation Engineering System) was used to expedite data entry and to automate the production of output tables.
The dynamics of traffic flow over the network are graphically animated using the software product, EVAN (EVacuation ANimator), developed by KLD. EVAN is GIS based and displays statistics such as LOS, vehicles discharged, average speed, and percent of vehicles evacuated, output by the DYNEV II System. The use of a GIS framework enables the user to zoom in on areas of congestion and query road name, town name and other geographical information.
The procedure for applying the DYNEV II System within the framework of developing ETE is outlined in Appendix D. Appendix A is a glossary of terms.
For the reader interested in an evaluation of the original model, IDYNEV, the following references are suggested:
Catawba Nuclear Station                         15                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

NUREG/CR4873 - Benchmark Study of the IDYNEV Evacuation Time Estimate Computer Code NUREG/CR4874 - The Sensitivity of Evacuation Time Estimates to Changes in Input Parameters for the IDYNEV Computer Code The evacuation analysis procedures are based upon the need to:
Route traffic along paths of travel that will expedite their travel from their respective points of origin to points outside the EPZ.
Restrict movement toward the plant to the extent practicable and disperse traffic demand so as to avoid focusing demand on a limited number of highways.
Move traffic in directions that are generally outbound relative to the location of the CNS.
DYNEV II provides a detailed description of traffic operations on the evacuation network. This description enables the analyst to identify bottlenecks and to develop countermeasures that are designed to represent the behavioral responses of evacuees. The effects of these countermeasures may then be tested with the model.
1.4    Comparison with Prior ETE Study Table 13 presents a comparison of the present ETE study with the 2012 study. As indicated in the final row of the table, the ETE values have significantly changed since the last ETE update.
The 90th percentile ETE for the full EPZ (Region R03) in this study, increases by as much as 1 hour and 15 minutes when compared with the 2012 study, while the 100th percentile ETE for the full EPZ increases by as much as 3 hours and 50 minutes. As discussed in Section 7, most of the study area is congested for up to 6 hours and 15 minutes.
The major factors contributing to the significant changes between the ETE values obtained in this study and those of the previous study can be summarized as follows:
The permanent resident population in the EPZ was projected to 2018. The EPZ population grew by 20.14%, resulting in additional evacuating vehicles, which can increase ETE.
The permanent resident population in the Shadow Region was also projected to 2018 and grew by 17.51%. This population increase results in more vehicles evacuating in the Shadow Region, which reduces the available roadway capacity for EPZ evacuees and can increase ETE.
There are significant increases in the transitdependent population (20.2%), school populations (33%), and medical facility populations (30.5%). These increases in populations result in more vehicles evacuating within the EPZ, which can increase ETE.
External traffic grew by 10.4% resulting in less available capacity on major evacuation routes, which can increase ETE.
Catawba Nuclear Station                          16                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Table 11. Stakeholder Interaction Stakeholder                                Nature of Stakeholder Interaction Attended KickOff meeting to define data requirements and set up contacts with local government agencies. Reviewed and approved all Duke Energy                                            study assumptions. Coordinated with the OROs to discuss and collect their comments on the Draft Report. Attended Final Meeting where the results of the ETE study were formally presented.
Attended KickOff meeting to define data requirements and set up contacts with local York County Emergency Management,                      government agencies. Obtained local emergency CharlotteMecklenburg Emergency Management,            plans, special facility data, and transient data.
Gaston County Emergency Management                     Reviewed and approved all study assumptions.
Attended Final Meeting where the results of the ETE study were formally presented.
Table 12. Highway Characteristics Number of lanes                                Posted speed Lane width                                     Actual free speed Shoulder type & width                          Abutting land use Interchange geometries                         Control devices Lane channelization & queuing                  Intersection configuration (including capacity (including turn bays/lanes)            roundabouts where applicable)
Geometrics: curves, grades (>4%)               Traffic signal type Unusual characteristics: Narrow bridges, sharp curves, poor pavement, flood warning signs, inadequate delineations, toll booths, etc.
Catawba Nuclear Station                             17                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

Table 13. ETE Study Comparisons Topic                      Previous ETE Study                          Current ETE Study ArcGIS software using 2010 US Census blocks projected out to 2018 using ArcGIS software using 2010 US Census        2017 population changes published by Resident Population     blocks; area ratio method used.             the US Census; area ratio method Population = 236,425                        used.
Population = 284,032 Vehicles = 140,178 2.58 persons/household, 1.28                2.58 persons/household, 1.28 Resident Population evacuating vehicles/household               evacuating vehicles/household Vehicle Occupancy yielding: 2.02 persons/vehicle.             yielding: 2.02 persons/vehicle.
Employee estimates based on census work area profile and GIS                   Employee estimates based on census inflow/outflow analysis. 1.03               work area profile and GIS employees per vehicle based on              inflow/outflow analysis. 1.03 Employee                                                            employees per vehicle based on Population              telephone survey results.
telephone survey results.
Employees = 46,451 Employees = 50,116 Vehicles = 45,098 Vehicles = 48,662 ArcGIS software using 2010 US Census blocks and projecting out to 2018 ArcGIS Software using 2010 US Census using 2017 population changes blocks; area ratio method used.
Shadow Population                                                   published by the US Census; area ratio 20% Population = 54,889                     method used.
20% Vehicles = 27,100                       20% Population = 64,501 20% Vehicles = 31,894 Estimates based upon results of the         Estimates based upon U.S. Census telephone survey. A total of 4,273          data and the results of the 2012 people who do not have access to a          telephone survey. A total of 5,134 vehicle, requiring 143 buses to             people who do not have access to a evacuate. An additional 426                 vehicle, requiring 178 buses to TransitDependent homebound special needs persons             evacuate. An additional 711 Population needed special transportation to            homebound special needs persons evacuate (225 required a bus, 168           need special transportation to required a wheelchairaccessible            evacuate (460 require a bus, 201 vehicle, and 33 required an                 require a wheelchairaccessible ambulance).                                 vehicle, and 50 require an ambulance).
Catawba Nuclear Station                              18                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Topic                       Previous ETE Study                        Current ETE Study Transient population based upon information provided about transient attractions in EPZ supplemented by Transient population based on phone        observations of the facilities during Transient               calls placed to individual facilities. the road survey, estimations made Population              Transients = 29,979                        based on parking capacity from aerial photography and phone calls placed to Vehicles = 11,643 individual facilities.
Transients = 29,517 Vehicles = 11,656 Special facility population based on Special facility population based on       inormation provided by each county phone calls placed to individual           within the EPZ.
facilities.
Medical Facilities:
Medical Facilities:
Current Census = 2,938 Current Census = 2,250 Special Facilities                                                 Buses Required = 78 Buses Required = 59 Population                                                         Wheelchair Bus Required = 106 Wheelchair Bus Required = 70 Ambulances Required = 96 Ambulances Required = 91 Correctional Facilities:
Correctional Facility:
Current Census = 480 Current Census = 150 Buses Required = 14 Buses Required = 3 Vans Required = 11 School data was collected from local and regional reports, county School data was collected from phone       emergency managers, South Carolina calls placed to the individual facilities. Department of Commerce, and phone School Population School enrollment = 56,904                 call surveys.
Buses required = 862                       School enrollment = 77,700 Buses required = 1251 Voluntary evacuation from         20 percent of the population within the    20 percent of the population within within EPZ in areas     EPZ, but not within the Evacuation         the EPZ, but not within the Evacuation outside region to be    Region (see Figure 21)                    Region (see Figure 21) evacuated 20% of people outside of the EPZ           20% of people outside of the EPZ Shadow Evacuation       within the Shadow Region                   within the Shadow Region (see Figure 72)                           (see Figure 72)
Network Size            3,290 links; 2,256 nodes                   3,442 links; 2,372 nodes Catawba Nuclear Station                               19                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Topic                       Previous ETE Study                     Current ETE Study Field surveys conducted in December 2017. Roads and intersections were Field surveys conducted in August and  video archived.
Roadway Geometric       September 2010. Roads and intersections were video archived. Aerial imagery used for additional Data roadways which were not included in Road capacities based on 2010 HCM. the Field surveys.
Road capacities based on 2010 HCM.
Direct evacuation to designated        Direct evacuation to designated School Evacuation Reception Center/Pickup Point.         Reception Center/Pickup Point.
50 percent of transitdependent        50 percent of transitdependent Ridesharing             persons will evacuate with a neighbor  persons will evacuate with a neighbor or friend..                            or friend.
Based on residential telephone survey  Based on residential telephone survey of specific pretrip mobilization      of specific pretrip mobilization activities:                            activities:
Residents with commuters returning     Residents with commuters returning leave between 30 and 270 minutes.      leave between 30 and 270 minutes.
Trip Generation for     Residents without commuters            Residents without commuters Evacuation              returning leave between 15 and 240     returning leave between 15 and 240 minutes.                               minutes.
Employees and transients leave         Employees and transients leave between 15 and 120 minutes.            between 15 and 120 minutes.
All times measured from the Advisory   All times measured from the Advisory to Evacuate.                           to Evacuate.
Normal, Rain, or Ice. The capacity and Normal, Rain, or Ice. The capacity and free flow speed of all links in the    free flow speed of all links in the Weather network are reduced by 10% in the      network are reduced by 10% in the event of rain and 20% for ice.         event of rain and 20% for ice.
Modeling                DYNEV II System - Version 4.0.7.0      DYNEV II System - Version 4.0.19.2 Concert at the Carowinds Paladium      Concert at the Carowinds Paladium Amphitheatre                           Amphitheatre Special Events Special Event Population = 5,039       Special Event Population = 5,039 additional transients                  additional transients 37 Regions (central sector wind        37 Regions (central sector wind direction and each adjacent sector     direction and each adjacent sector Evacuation Cases technique used) and 14 Scenarios       technique used) and 14 Scenarios producing 518 unique cases.            producing 518 unique cases.
ETE reported for 90th and 100th        ETE reported for 90th and 100th Evacuation Time percentile population. Results         percentile population. Results Estimates Reporting presented by Region and Scenario.      presented by Region and Scenario.
Catawba Nuclear Station                               110                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Topic                    Previous ETE Study            Current ETE Study Winter Weekday Midday,        Winter Weekday Midday, Evacuation Time         Good Weather: 5:40            Good Weather: 8:00 Estimates for the entire EPZ, 100th percentile              Winter Evening,               Winter Evening, Good Weather: 4:40            Good Weather: 5:05 Catawba Nuclear Station                          111                   KLD Engineering, P.C.
Evacuation Time Estimate                                                              Rev. 0

Figure 11. CNS Location Catawba Nuclear Station            112           KLD Engineering, P.C.
Evacuation Time Estimate                                        Rev. 0

Figure 12. CNS LinkNode Analysis Network Catawba Nuclear Station                      113                   KLD Engineering, P.C.
Evacuation Time Estimate                                                          Rev. 0

2      STUDY ESTIMATES AND ASSUMPTIONS This section presents the estimates and assumptions utilized in the development of the evacuation time estimates.
2.1       Data Estimates
: 1. Permanent resident population estimates are based upon Census 2010 data. Census data projected to 2018, using annual growth rates that are computed by comparing the 2010 data with 20171 population estimates published by the U.S. Census (see Section 3.1).
: 2. Estimates of employees who reside outside the EPZ and commute to work within the EPZ are based upon data obtained from the US Census Longitudinal Employer Household Dynamics from the OnTheMap Census analysis tool2 for Gaston and Mecklenburg Counties. Major employer estimates for York County were provided by county emergency management personnel. The number of NonEPZ Employees was calculated within the EPZ by Census block using the work area profile and GIS inflow/outflow analysis (see Section 3.4).
: 3. Population estimates at special facilities are based upon data provided by county emergency management agencies supplemented by phone calls to individual facilities.
: 4. Population mobilization times are based on a statistical analysis of data acquired from a random sample telephone survey of EPZ residents conducted in 2012 (see Section 5 and Appendix F).
: 5. Roadway capacity estimates are based on field surveys performed in December, 2017 (verified by aerial imagery) and the application of the Highway Capacity Manual 2010.
: 6. The relationship between resident population and evacuating vehicles is developed from the telephone survey conducted in 2012 See Appendix F). Average values of 2.58 persons per household and 1.28 evacuating vehicles per household are used. The relationship between persons and vehicles for employees and transients is as follows:
: a. Employees: 1.03 employees per vehicle (2012 telephone survey results) for all major employers.
: b. Parks and recreational areas: Vehicle occupancy rates vary by facility from 1 person per vehicle to 4.4 persons per vehicle depending on the data provided by each facility.
: c. Special Events: Assumed transients attending the concert at the Carowinds Paladium Amphitheatre travel as families/households in a single vehicle and used the average household size of 2.58 persons to estimate the number of vehicles.
1 The annual population estimates prepared by the Census Bureau for the entire U.S. involve an extensive data gathering process.
As such, population estimates are a year behind - 2017 data are released in 2018. The schedule for release of Census data is provided on the Census website: http://www.census.gov/popest/schedule.html 2
http://onthemap.ces.census.gov/
Catawba Nuclear Station                                      21                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

2.2   Study Methodological Assumptions
: 1. The centerpoint of the plant will be located at the midpoint of the two containment buildings at 35&deg;03'05.84"N and 81&deg;04'09.77"W.
: 2. As indicated in Figure 21 of NUREG/CR7002, 100% of people within the impacted keyhole will evacuate. Twenty percent (20%) of those people within the EPZ, not within the impacted keyhole, will voluntarily evacuate. Also, twenty percent (20%) of those people within the Shadow Region beyond the EPZ will voluntarily evacuate. See Figure 21 for a graphical representation of these evacuation percentages. Sensitivity studies explore the effect on ETE of increasing the percentage of voluntary evacuees in the Shadow Region (see Appendix M).
: 3. The ETE are computed and presented in tabular form and graphically, in a format compliant with NUREG/CR7002.
: 4. ETE are presented for the evacuation of the 90th and 100th percentiles of population for each Region and for each Scenario. The percentile ETE is defined as the elapsed time from the Advisory to Evacuate (ATE) issued to a specific Region of the EPZ, to the time that Region is clear of the indicated percentile of evacuees. A Region is defined as a group of zones that is issued an Advisory to Evacuate. A scenario is a combination of circumstances, including time of day, day of week, season, and weather conditions.
: 5. Staged evacuation will be considered as defined in NUREG/CR7002 - those people beyond 2 miles will shelterinplace until 90 percent of the 2mile region has evacuated, and then they will evacuate.
: 6. The models of the IDYNEV System were recognized as state of the art by the Atomic Safety & Licensing Board (ASLB) in past hearings. (Sources: Atomic Safety & Licensing Board Hearings on Seabrook and Shoreham; Urbanik3). The models have continuously been refined and extended since those hearings and were independently validated by a consultant retained by the NRC. The new DYNEV II model incorporates the latest technology in traffic simulation and in dynamic traffic assignment. The DYNEV II System is used to compute ETE in this study.
: 7. Evacuation movements (paths of travel) are generally outbound relative to the plant to the extent permitted by the highway network. All major evacuation routes are used in the analysis.
: 8. Regions are defined by the underlying keyhole or circular configurations as specified in Section 1.4 of NUREG/CR7002. These Regions, as defined, display irregular boundaries reflecting the geography of the zones included within these underlying configurations.
Three special Regions were defined wherein each of the counties in the EPZ evacuates.
See Section 6.
: 9. A total of 14 Scenarios representing different temporal variations (season, time of day, day of week) and weather conditions are considered. These Scenarios are outlined in Table 21.
3 Urbanik, T., et. al. Benchmark Study of the I-DYNEV Evacuation Time Estimate Computer Code, NUREG/CR-4873, Nuclear Regulatory Commission, June 1988.
Catawba Nuclear Station                         22                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0
: 10. Scenario 14 considers the closure of a single lane southbound on Interstate77 from the interchange with Route 160 (Exit 85) to the interchange with Interstate277 (Exit 9).
2.3      Study Assumptions
: 1. The Planning Basis Assumption for the calculation of ETE is a rapidly escalating event at the plant wherein evacuation is ordered promptly, and no early protective actions have been implemented that requires evacuation, and includes the following4:
: a. Advisory to Evacuate is announced coincident with the siren notification.
: b. Mobilization of the general population will commence within 15 minutes after siren notification.
: c. ETE are measured relative to the Advisory to Evacuate.
: 2. It is assumed that 100 percent of the EPZ population can be notified within 45 minutes, in accordance with the 2016 Federal Emergency Management Agency (FEMA)
Radiological Emergency Preparedness Program Manual.
: 3. It is assumed that everyone within the group of zones forming a Region that is issued an Advisory to Evacuate will, in fact, respond and evacuate in general accord with the planned routes.
: 4. In calculating ETE, it is assumed that evacuees will drive safely, travel in directions identified in the plan, and obey all control devices and traffic guides.
: 5. Buses will be used to transport those without access to private vehicles:
: a. Schools
: i. If schools are in session, transport (buses) will evacuate students directly to the designated school reception centers/pick up points.
ii. For the schools that are evacuated via buses, it is assumed no school children will be picked up by their parents prior to the arrival of the buses.
iii. It is assumed that parents will pick up children at preschools and day care centers prior to evacuation unless transportation resources are available to that facility.
iv. Schoolchildren, if school is in session, are given priority in assigning transit vehicles.
: v. For schools wherein enrollment data was provided as a total, the square footage of the upper and lower school buildings are used to portion the number of students at each school.
4 It is emphasized that the adoption of this planning basis is not a representation that these events will occur within the indicated time frame. Rather, these assumptions are necessary in order to:
: 1. Establish a temporal framework for estimating the Trip Generation distribution in the format recommended in Section 2.13 of NUREG/CR6863.
: 2. Identify temporal points of reference that uniquely define "Clear Time" and ETE.
See Section 5.1 for more detail.
Catawba Nuclear Station                                 23                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0
: b. Medical Facilities
: i. Buses, wheelchair transport vehicles and ambulances will evacuate patients at medical facilities and at any senior facilities as needed.
: c. Transitdependent general population will be evacuated to reception centers.
: d. Homebound special needs population may require county assistance (ambulance, bus or wheelchair transport) to evacuate. This will be considered separately from the general population ETE as per NRC guidance.
: e. Analysis of the number of required roundtrips (waves) of evacuating transit vehicles will be presented.
: f. Transport of transitdependent evacuees from reception centers to congregate care centers is not considered in this study.
: g. It is assumed that drivers are available for transit dependent vehicles.
: 6. Transit vehicle capacities and maximum speed limits:
: a. School buses - the study will assume 70 students per bus for elementary schools and 50 students per bus for middle/high schools, except Gaston County wherein we assumed 60 and 40 students per bus, respectively, based on the previous ETE study.
: b. Transit buses used to transport the transitdependent general population are assumed to transport 30 people per bus.
: c. Ambulatory medical facility patients = 30 people per bus.
: d. Basic Life Support (BLS) (ambulances) = 2 persons.
: e. Wheelchair transport vehicles - the study will assume 15 persons per wheelchair bus.
: f. Buses and vans used to transport inmates at correctional facilities are assumed to have a capacity of 30 and 8 people per bus and van, respectively.
: g. The maximum bus speed assumed within the EPZ is 45 mph, based on North and South Carolina state laws for buses and average posted speed limits on roadways within the EPZ.
: 7. Transit vehicles mobilization times, which are considered in ETE calculations:
: a. School buses will arrive at schools to be evacuated within 90 minutes of the ATE.
: b. Transit dependent buses are mobilized within 90 minutes of the ATE, which is the time it takes approximately 82% of residents with no commuters to complete their mobilization.
: h. Vehicles will arrive at hospitals and medical facilities to be evacuated within 90 minutes of the ATE.
: 8. Transit Vehicle loading times:
: i. School buses will be loaded in 15 minutes
: a. Transit Dependent buses will require 1 minute of loading time per passenger.
: b. Ambulances will be loaded in 15 minutes per bedridden passenger.
: c. Buses for medical facilities will require 1 minute of loading time per ambulatory passenger.
: d. Wheelchair transport vehicles will require 5 minutes of loading time per passenger.
Catawba Nuclear Station                            24                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0
: 9. The percent breakdown of ambulatory, wheelchair bound, and bedridden patients from the 2012 study will be used to determine the number of ambulatory, wheelchair bound and bedridden patients at the medical facilities within the EPZ for this study.
: 10. Provisions are made for evacuating the transitdependent portion of the general population to reception centers by bus, based on the assumption that some of these people will rideshare with family, neighbors, and friends, thus reducing the demand for buses. We assume that the percentage of people who rideshare is 50 percent. This assumption is based upon reported experience for other emergencies5, and on guidance in Section 2.2 of NUREG/CR7002.
: 11. The ETE will also include consideration of through (ExternalExternal) trips during the time that such traffic is permitted to enter the evacuated Region. Normal traffic flow is assumed to be present within the EPZ at the start of the emergency.
: 12. Security Road Blocks (SRBs) will be staffed within approximately 120 minutes following the siren notifications, to divert traffic attempting to enter the EPZ in accordance with NUREG/CR7002. Earlier activation of SRB locations could delay returning commuters.
It is assumed that no through traffic will enter the EPZ after this 120 minute time period.
: 13. Traffic Control Points (TCP) within the EPZ will be staffed over time, beginning at the Advisory to Evacuate. Their number and location will depend on the Region to be evacuated and resources available. The objectives of these TCP are:
: a. Facilitate the movements of all (mostly evacuating) vehicles at the location.
: b. Discourage inadvertent vehicle movements towards the plant.
: c. Provide assurance and guidance to any traveler who is unsure of the appropriate actions or routing.
: d. Act as local surveillance and communications center.
: e. Provide information to the emergency operations center (EOC) as needed, based on direct observation or on information provided by travelers.
: 14. Two types of adverse weather scenarios are considered. Rain may occur for either winter or summer scenarios; ice occurs in winter scenarios only. It is assumed that the rain or ice begins earlier or at about the same time the evacuation advisory is issued. No weatherrelated reduction in the number of transients who may be present in the EPZ is assumed. It is assumed that roads are passable and that the appropriate agencies are clearing/treating the roads as they would normally with ice.
: 15. Adverse weather scenarios affect roadway capacity and the free flow highway speeds.
The factors applied for the ETE study are based on recent research on the effects of weather on roadway operations6; the factors are shown in Table 22.
: 16. Trip generation time (time to prepare for and begin evacuation) will be based upon the results of the 2012 telephone survey (See Section 5 and Appendix F), as per NRC guidance.
5 Institute for Environmental Studies, University of Toronto, THE MISSISSAUGA EVACUATION FINAL REPORT, June 1981. The report indicates that 6,600 people of a transit-dependent population of 8,600 people shared rides with other residents; a ride share rate of 76% (Page 5-10).
6 Agarwal, M. et al. Impacts of Weather on Urban Freeway Traffic Flow Characteristics and Facility Capacity, Proceedings of the 2005 Mid-Continent Transportation Research Symposium, August, 2005. The results of this paper are included as Exhibit 10-15 in the HCM 2010.
Catawba Nuclear Station                                         25                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                      Rev. 0
: 17. The telephone survey indicated that 56 percent of the households in the EPZ have at least 1 commuter; 53 percent of those households with commuters will await the return of a commuter before beginning their evacuation trip, based on the telephone survey results. Therefore 30 percent (56% x 53% = 30%) of EPZ households will await the return of a commuter, prior to beginning their evacuation trip.
Catawba Nuclear Station                        26                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Table 21. Evacuation Scenario Definitions Day of             Time of Scenario           Season7               Week                 Day          Weather                  Special 1            Summer              Midweek              Midday            Good                    None 2            Summer              Midweek              Midday            Rain                    None 3            Summer              Weekend              Midday            Good                    None 4            Summer              Weekend              Midday            Rain                    None Midweek, 5            Summer                                   Evening           Good                    None Weekend 6             Winter             Midweek              Midday            Good                    None 7             Winter             Midweek              Midday            Rain                    None 8             Winter             Midweek              Midday             Ice                    None 9             Winter             Weekend              Midday            Good                    None 10             Winter             Weekend              Midday            Rain                    None 11             Winter             Weekend              Midday             Ice                    None Midweek, 12             Winter                                  Evening           Good                    None Weekend Concert at Carowinds 13            Summer              Weekend              Midday            Good                 Paladium Amphitheatre Lane Closure on I77 14            Summer              Midweek              Midday            Good Southbound Table 22. Model Adjustment for Adverse Weather Highway            Free Flow          Mobilization Time for General        Mobilization Time for Transit Scenario        Capacity*            Speed*                        Population                           Vehicles Rain              90%                90%                          No Effect                    10 minute increase Ice              80%                80%                          No Effect                    20 minute increase
   *Adverse weather capacity and speed values are given as a percentage of good weather conditions.
Roads are assumed to be passable.
7 Winter assumes that school is in session (also applies to spring and autumn). Summer assumes that school is not in session.
Catawba Nuclear Station                                           27                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                   Rev. 0

Figure 21. Voluntary Evacuation Methodology Catawba Nuclear Station                        28                    KLD Engineering, P.C.
Evacuation Time Estimate                                                            Rev. 0

3    DEMAND ESTIMATION The estimates of demand, expressed in terms of people and vehicles, constitute a critical element in developing an evacuation plan. These estimates consist of three components:
: 1. An estimate of population within the EPZ, stratified into groups (resident, employee, transient).
: 2. An estimate, for each population group, of mean occupancy per evacuating vehicle.
This estimate is used to determine the number of evacuating vehicles.
: 3. An estimate of potential doublecounting of vehicles.
Appendix E presents much of the source material for the population estimates. Our primary source of population data, the 2010 Census however, is not adequate for directly estimating some transient groups.
Throughout the year, vacationers and tourists enter the EPZ. These nonresidents may dwell within the EPZ for a short period (e.g., a few days or one or two weeks), or may enter and leave within one day. Estimates of the size of these population components must be obtained, so that the associated number of evacuating vehicles can be ascertained.
The potential for doublecounting people and vehicles must be addressed. For example:
A resident who works and shops within the EPZ could be counted as a resident, again as an employee and once again as a shopper.
A visitor who stays at a hotel and spends time at a park, then goes shopping could be counted three times.
Furthermore, the number of vehicles at a location depends on time of day. For example, motel parking lots may be full at dawn and empty at noon. Similarly, parking lots at area parks, which are full at noon, may be almost empty at dawn. Estimating counts of vehicles by simply adding up the capacities of different types of parking facilities will tend to overestimate the number of transients and can lead to ETE that are too conservative.
Analysis of the population characteristics of the CNS EPZ indicates the need to identify three distinct groups:
Permanent residents  people who are yearround residents of the EPZ.
Transients  people who reside outside of the EPZ who enter the area for a specific purpose (shopping, recreation) and then leave the area.
Employees  people who reside outside of the EPZ and commute to work within the EPZ on a daily basis.
Estimates of the population and number of evacuating vehicles for each of the population groups are presented for each zone and by polar coordinate representation (population distribution). The CNS EPZ is subdivided into 15 zones. The EPZ is shown in Figure 31.
Catawba Nuclear Station                         31                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

3.1        Permanent Residents The primary source for estimating permanent population is the latest U.S. Census data. The U.S.
Census Bureau conducts a physical census of the permanent resident population in the U.S.
every ten years. The last census began on April 1, 2010 with data from the census being published on April 1, 2011. In the years between the decennial censuses, the Census Bureau works with state and local agencies to provide annual population estimates at the state and local levels. These estimates are done using data on deaths, births and migration. This annual data gathering process and analysis is extensive. As such, population estimates are a year behind - 2017 data are released in 20181.
This study is based on 2010 Census population data from the Census Bureau website2 extrapolated to 2018 using annual growth rates computed from the 2017 Census population estimates as outlined in the methodology below.
The Census Bureau QuickFacts3 website provides annual population estimates for each state, county, and municipality4 in the United States. As discussed above, Census population estimates are a year behind. Thus, the most recent population estimates available for the counties and municipalities are for the time period from April 1, 2010 to July 1, 20171. The population change and annual growth rate for each county and municipality in the study area (EPZ plus Shadow Region) are provided in Table 31 and Table 32, respectively. Figure 32 shows the county and municipality boundaries identified by the Census Bureau.
The permanent resident population, as per the 2010 Census, for the EPZ and the Shadow Region was projected to 2018 using the compound growth formula (Equation 1). In the compound growth formula, g is the annual growth rate and X is the number of years projected forward from Year 2010. The compound growth formula can be solved for g as shown in Equation 2.
Equation 1
:  201                          2010 1 Equation 2
                                                                                                          /
:                       201        2010       -1 The 2010 and 2017 population data provided in Table 31 and Table 32 were used in Equation 2 to compute the annual growth rate for each county and municipality in the study area using X
= 7.25 (7 years and 3 months from April 1, 2010 to July 1, 2017). The computed annual growth rate for each county and municipality is summarized in the final column of Table 31 and Table 32, respectively.
The most detailed data should always be used when forecasting population. In terms of 1
The schedule for release of Census data is provided on the Census website:
https://www.census.gov/programs-surveys/popest/about/schedule.html 2
www.census.gov 3
https://www.census.gov/quickfacts/fact/table/US/PST045217 4
https://www.census.gov/data/tables/2017/demo/popest/total-cities-and-towns.html Catawba Nuclear Station                                        32                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

detailed data, municipal data is the finest level of detail, then county data, and state data. The municipality growth rate was used first and if that was not available or applicable within the study area, then the county growth rate was used. County growth rates are available for the entire study area and were used (in the absence of municipal data) as they are the finest level of detail available for the entire study area. Thus, state data was not used.
The Census Bureau does not provide population data specific to the boundaries of the study area. As such, the entire county or municipality population was used to compute the annual growth rate. Then, the appropriate municipality or county growth rate was applied only to those Census blocks located within the study area. All other blocks outside of the study area were not considered as part of the EPZ or Shadow Region population, even if they are located within one of the municipalities or counties that intersect the study area.
The appropriate annual growth rate was applied to each Census block in the study area depending on which county or municipality the block is located within. The population was extrapolated to October 1, 2018, using Equation 1 with X = 8.50 (8 years and 6 months from the April 1, 2010 Census date to October 1, 2018), as the base year for this ETE study.
The permanent resident population is estimated by cutting the census block polygons by the Zone and EPZ boundaries. A ratio of the original area of each census block and the updated area (after cutting) is multiplied by the total block population to estimate what the population is within the EPZ. This methodology (referred to as the area ratio method) assumes that the population is evenly distributed across a census block.
Table 33 provides the permanent resident population within the EPZ, by Zone, for 2010 (based on the most recent U.S. Census) and for 2018 (based on the methodology above). As indicated, the permanent resident population within the EPZ has increased by 20.14% since the 2010 Census.
The extrapolated 2018 permanent resident population is divided by the average household size and then multiplied by the average number of evacuating vehicles per household in order to estimate number of vehicles. The average household size (2.58 persons/household - was estimated using U.S. Census data  see Appendix F, subsection F.3.1). The number of evacuating vehicles per household (1.28 vehicles/household - See Appendix F, subsection F.3.2) were adapted from the 2012 telephone survey results.
Permanent resident population and vehicle estimates are presented in Table 34. Figure 33 and Figure 34 present the permanent resident population and permanent resident vehicle estimates by sector and distance from the CNS. This population distribution was constructed using GIS software.
Vehicles in Zone C2 were altered using a vehicle occupancy rate of 1.03 (same as employees) for residents living in close proximity to Winthrop University. These were assumed to be students who would mostly evacuate in personally owned vehicles.
It can be argued that this estimate of permanent residents overstates, somewhat, the number of evacuating vehicles, especially during the summer. It is certainly reasonable to assert that Catawba Nuclear Station                          33                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

some portion of the population would be on vacation during the summer and would travel elsewhere. A rough estimate of this reduction can be obtained as follows:
Assume 50 percent of all households vacation for a period over the summer.
Assume these vacations, in aggregate, are uniformly dispersed over 10 weeks, i.e. 10 percent of the population is on vacation during each twoweek interval.
Assume half of these vacationers leave the area.
On this basis, the permanent resident population would be reduced by 5 percent in the summer and by a lesser amount in the offseason. Given the uncertainty in this estimate, we elected to apply no reductions in permanent resident population for the summer scenarios to account for residents who may be out of the area.
3.1.1 Special Facilities Several large medical facilities and two correctional facilities, York County Detention Center and York County Prison, are located within the EPZ (see Table E3 and Table E7, respectively).
These facilities have permanent residents that are included in the Census; however, these facilities are transit dependent (will not evacuate in personal vehicles) and are addressed below in Section 3.5 and Section 3.10. As such, these residents are included in the EPZ resident population, but no personal evacuating vehicles are considered. The vehicles in Table 34 and Figure 34 have been adjusted accordingly.
3.1.2 Commuter Colleges There are two university/college campuses within the EPZ, Winthrop University and York Technical College. Both facilities have commuter students who live within the EPZ and drive to campuses. According to data provided by York County, the total enrollment for Winthrop University is 6,170, and the maximum enrollment for York Technical College is 10,000. The percentage of employees that work within in the EPZ but live outside (57.0% for York County see Section 3.4) was used to estimate the number of commuting students from outside of the EPZ. Using the average occupancy rate for employees obtained from the telephone survey (1.03 employees per vehicle - See Section F.3.1), a total of 9,217 transient students and 8,949 vehicles were assigned to these two facilities.
3.2      Shadow Population A portion of the population living outside the evacuation area extending to 15 miles radially from the CNS (in the Shadow Region) may elect to evacuate without having been instructed to do so. Based upon NUREG/CR7002 guidance, it is assumed that 20 percent of the permanent resident population, based on U.S. Census Bureau data, in this Shadow Region will elect to evacuate.
Shadow population characteristics (household size, evacuating vehicles per household, mobilization time) are assumed to be the same as those for the EPZ permanent resident population. Table 35, Figure 35, and Figure 36 present estimates of the shadow population and vehicles, by sector.
Catawba Nuclear Station                          34                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Several medical facilities are located within the Shadow Region. These facilities have permanent residents that are included in the Census, but these facilities would not evacuate as they are not within the EPZ. As such, these residents are included in the Shadow Region population, but no evacuating vehicles are considered for those residents. The resident vehicles in Table 35 and Figure 36 have been adjusted accordingly.
3.3         Transient Population Transient population groups are defined as those people (who are not permanent residents, nor commuting employees) who enter the EPZ for a specific purpose (shopping, recreation).
Transients may spend less than one day or stay overnight at camping facilities, hotels and motels. Data was provided by the counties within the EPZ supplemented with phone calls placed to individual facilities. Vehicle occupancy rates vary by facility from 1 person per vehicle to 4.4 persons per vehicle. The CNS EPZ has a number of areas and facilities that attract transients, including:
Campgrounds - 1,847 transients and 631 vehicles Golf Courses - 1,033 transients in 703 vehicles Historical Sites - 125 transients in 50 vehicles Lodging Facilities - 6,515 transients in 2,494 vehicles Marinas - 634 transients in 335 vehicles Parks and Recreational Areas - 19,363 transients in 7,443 vehicles Appendix E summarizes the transient data that were gathered for the EPZ. Table E5 presents the number of transients visiting recreational areas, while Table E6 presents the number of transients at lodging facilities within the EPZ.
In total, there are 29,517 transients evacuating in 11,656 vehicles (an average of 2.53 transients per vehicle) in the EPZ. Table 36 presents transient population and transient vehicle estimates by zone. Figure 37 and Figure 38 present these data by sector and distance from the plant.
3.4         Employees Employees who work within the EPZ fall into two categories:
Those who live and work in the EPZ Those who live outside of the EPZ and commute to jobs within the EPZ.
Those of the first category are already counted as part of the permanent resident population. To avoid double counting, we focus only on those employees commuting from outside the EPZ who will evacuate along with the permanent resident population. Data obtained from the US Census Longitudinal EmployerHousehold Dynamics from the OnTheMap Census analysis tool5 were used to estimate the percent of employees commuting into the EPZ.
The locations and employee headcounts of major employers (50 or more employees) in York County were provided by local agencies, while the latest Workplace Area Characteristic data, as 5
https://onthemap.ces.census.gov/
Catawba Nuclear Station                               35                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

of 2015, obtained from OnTheMap was used to determine the number of employees by Census Block within the portions of Gaston and Mecklenburg Counties in the EPZ. Since not all employees are working at facilities within the EPZ at one time, a maximum shift reduction was applied. The Work Area Profile Report, also output by the OnTheMap Application, breaks down jobs within the portions of Gaston and Mecklenburg Counties in the EPZ by industry sector.
Assuming maximum shift employment occurs Monday through Friday between 9 AM and 5 PM, the following jobs take place outside the typical 95 work day:
Manufacturing - 20.1% of jobs; takes place in shifts over 24 hours Arts, Entertainment, and Recreation - 3.6% of jobs; takes place in evenings and on weekends Accommodations and Food Services - 4.2% of jobs; peaks in the evenings The maximum shift in the EPZ is about 72.1% (100%  20.1%  3.6%  4.2% = 72.1%). This value was applied to the total employment to represent the maximum number of employees present within the portions of Gaston and Mecklenburg Counties in the EPZ at any one time.
The Inflow/Outflow Reports for the study area were then used to calculate the percent of employees that work within the EPZ but live outside. These values, 57.0% for the portion of York County, and 91.4% for the portions of Gaston and Mecklenburg Counties, were applied to the maximum shift employee values to compute the number of people commuting into the EPZ to work at peak times. Table E4 in Appendix E summarizes the number of employees commuting into the EPZ, by county.
In Table 37, a vehicle occupancy of 1.03 employees per vehicle obtained from the telephone survey (See Figure F7) was used to determine the number of evacuating employee vehicles for all major employers.
Table 37 presents the employees and employee vehicles commuting into the EPZ, by Zone.
Figure 39 and Figure 310 present these data by sector.
3.5      Medical Facilities Medical Facility data were provided by counties for each facility within the EPZ. Table E3 in Appendix E summarizes the medical facility data by county. Table 38 presents the census of medical facilities in the EPZ. As shown in these tables, 2,938 people have been identified as living in, or being treated in, these facilities. Since the average number of patients as these facilities fluctuates often the percent breakdown of ambulatory, wheelchair bound, and bedridden patients from the 2012 study was used to determine the number of ambulatory, wheelchair bound and bedridden patients at the medical facilities within the EPZ for this study.
The transportation requirements for the medical facility population are also presented in Table
: 38. The number of ambulance runs is determined by assuming that 2 patients can be accommodated per ambulance trip; the number of wheelchair bus runs assumes 15 wheelchairs per trip; and the number of bus runs estimated assumes 30 ambulatory patients per trip.
Catawba Nuclear Station                          36                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

3.6     Transit Dependent Population The telephone survey (see Appendix F) results were used to estimate the portion of the population requiring transit service:
* Those persons in households that do not have a vehicle available.
* Those persons in households that do have vehicle(s) that would not be available at the time the evacuation is advised.
In the latter group, the vehicle(s) may be used by a commuter(s) who does not return (or is not expected to return) home to evacuate the household.
Table 39 presents estimates of transitdependent people. Note:
* Estimates of persons requiring transit vehicles include schoolchildren. For those evacuation scenarios where children are at school when an evacuation is ordered, separate transportation is provided for the schoolchildren. The actual need for transit vehicles by residents is thereby less than the given estimates. However, estimates of transit vehicles are not reduced when schools are in session.
* It is reasonable and appropriate to consider that many transitdependent persons will evacuate by ridesharing with neighbors, friends or family. For example, nearly 80 percent of those who evacuated from Mississauga, Ontario who did not use their own cars shared a ride with neighbors or friends. Other documents report that approximately 70 percent of transit dependent persons were evacuated via ride sharing. A conservative estimate of 50 percent of transit dependent persons ride sharing is used, in accordance with NUREG/CR7002.
The estimated number of bus trips needed to service transitdependent persons is based on an estimate of average bus occupancy of 30 persons at the conclusion of the bus run. Transit vehicle seating capacities typically equal or exceed 60 children on average (roughly equivalent to 40 adults). If transit vehicle evacuees are two thirds adults and one third children, then the number of adult seats taken by 30 persons is 20 + (2/3 x10) = 27. On this basis, the average load factor anticipated is (27/40) x 100 = 68 percent. Thus, if the actual demand for service exceeds the estimates of Table 39 by 50 percent, the demand for service can still be accommodated by the available bus seating capacity.
2 20         10       40 1.5 1.00 3
Table 39 indicates that transportation must be provided for 5,134 people. Therefore, a total of 172 bus runs are required to transport this population to reception centers. In order to service all of the transit dependent population and have a least one bus drive through each of the Zones picking up transit dependent people, 178 bus runs are used in the ETE calculations (even though only 172 buses are needed from a capacity standpoint). These buses are represented as two vehicles in the ETE simulations due to their larger size and more sluggish operating characteristics.
To illustrate this estimation procedure, we calculate the number of persons, P, requiring public transit or rideshare, and the number of buses, B, required for the CNS EPZ:
Catawba Nuclear Station                           37                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0
: Where, A = Percent of households with commuters C = Percent of households who will not await the return of a commuter 110,090        0.0143    2.00    0.219     1.69 1        0.56 0.47 0.506     2.71   2      0.56 0.47          10,267 0.5         30    172 These calculations are explained as follows:
* All members (2.00 avg.) of households (HH) with no vehicles (1.43%) will evacuate by public transit or rideshare. The term 110,090 (number of households) x 0.0143 x 2.00, accounts for these people.
* The members of HH with 1 vehicle away (21.9%), who are at home, equal (1.691).
The number of HH where the commuter will not return home is equal to (110,090 x 0.219 x 0.56 x 0.47), as 56% of EPZ households have a commuter, 47% of which would not return home in the event of an emergency. The number of persons who will evacuate by public transit or rideshare is equal to the product of these two terms.
* The members of HH with 2 vehicles that are away (50.6%), who are at home, equal (2.71 - 2). The number of HH where neither commuter will return home is equal to 110,090 x 0.506 x (0.56 x 0.47)2. The number of persons who will evacuate by public transit or rideshare is equal to the product of these two terms (the last term is squared to represent the probability that neither commuter will return).
* Households with 3 or more vehicles are assumed to have no need for transit vehicles.
* The total number of persons requiring public transit is the sum of such people in HH with no vehicles, or with 1 or 2 vehicles that are away from home.
The estimate of transitdependent population in Table 39 far exceeds the number of registered transitdependent persons in the EPZ as provided by the counties (discussed below in Section 3.9). This is consistent with the findings of NUREG/CR6953, Volume 2, in that a large majority of the transitdependent population within the EPZs of U.S. nuclear plants does not register with their local emergency response agency.
3.7     School Population Demand Table 310 presents the school/daycare population and transportation requirements for the direct evacuation of all schools within the EPZ for the 20172018 school year. This information was provided by the counties. The column in Table 310 entitled Buses Required specifies the number of buses required for each school under the following set of assumptions and estimates:
Catawba Nuclear Station                           38                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0
* No students will be picked up by their parents prior to the arrival of the buses.
* While many high school students commute to school using private automobiles (as discussed in Section 2.4 of NUREG/CR7002), the estimate of buses required for school evacuation does not consider the use of these private vehicles.
* Bus capacity, expressed in students per bus, is set to 70 for primary schools and 50 for middle and high schools (60 and 40 students per bus respectively for Gaston County).
* Those staff members who do not accompany the students will evacuate in their private vehicles.
* No allowance is made for student absenteeism, typically 3 percent daily.
It is recommended that the counties in the EPZ implement a process to confirm individual school transportation needs prior to bus dispatch which may improve bus utilization. In this way, the number of buses dispatched to the schools will reflect the actual number needed. The need for buses would be reduced by any high school students who have evacuated using private automobiles (if permitted by school authorities). Those buses originally allocated to evacuate schoolchildren that are not needed due to children being picked up by their parents, can be gainfully assigned to service other facilities or those persons who do not have access to private vehicles or to ridesharing.
Table 103 presents a list of the reception centers/pickup points for each school in the EPZ.
Students will be transported to these points where they will be subsequently retrieved by their respective families.
3.8     Special Event One special event (Scenario 13) is considered for the ETE study - a concert at the Carowinds Paladium Amphitheatre. Based on the seating capacity of 13,000 and using the average household size (2.58 people per household) as the vehicle occupancy rate (assuming families travel to the event together in a single vehicle), a total of 5,039 transient vehicles are included for the special event. Public transportation is not provided for this event and was not considered in the special event analysis.
3.9     Special Needs Population The county emergency management agencies have a combined registration for transit dependent and homebound special needs persons. Based on data provided by the counties, there are an estimated 6 homebound special needs people within the Gaston County portion of the EPZ, 639 people within the York County portion of the EPZ, and 66 people with the Mecklenburg County portion of the EPZ who require transportation assistance to evacuate.
Details on the number of ambulatory, wheelchairbound and bedridden people were not available for Gaston and Mecklenburg County. It is assumed that the percentage of ambulatory (64.7%), wheelchairbound (28.3%) and bedridden populations (7%) are similar to the percentages provided by York County. Thus these 711 people are comprised of 460 ambulatory persons, 201 wheelchairbound persons and 50 bedridden persons (see Table 311). Buses and Catawba Nuclear Station                         39                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

wheelchair buses needed to evacuate the special needs population are represented as two vehicles in the ETE simulations due to their larger size and more sluggish operating characteristics.
3.10     Correctional Facilities As detailed in Table E7, there are two correctional facilities within the EPZ - York County Detention Center and York County Prison. The total inmate population at these two facilities is 480 persons. A total of 14 buses are needed to evacuate York County Detention Center, based on a capacity of 30 inmates per bus to allow for a sufficient number of guards on each bus.
Based on discussions with York County the prison will use secure vans in the event of an evacuation. A total of 11 vans are needed to evacuate York County Prison, based on a capacity of 8 inmates per van.
3.11     External Traffic Vehicles will be traveling through the EPZ (externalexternal trips) at the time of an emergency event. After the Advisory to Evacuate is announced, these throughtravelers will also evacuate.
These through vehicles are assumed to travel on the major routes traversing the study area -
Interstate 77 (I77), I485 and I85. It is assumed that this traffic will continue to enter the EPZ during the first 120 minutes following the Advisory to Evacuate.
Average Annual Daily Traffic (AADT) data was obtained from Federal Highway Administration and North Carolina Department of Transportation (NCDOT) to estimate the number of vehicles per hour on the aforementioned routes. The AADT was multiplied by the KFactor, which is the proportion of the AADT on a roadway segment or link during the design hour, resulting in the design hour volume (DHV). The design hour is usually the 30th highest hourly traffic volume of the year, measured in vehicles per hour (vph). The DHV is then multiplied by the DFactor, which is the proportion of the DHV occurring in the peak direction of travel (also known as the directional split). The resulting values are the directional design hourly volumes (DDHV) and are presented in Table 312, for each of the routes considered. The DDHV is then multiplied by 2 hours (Security Road Blocks - SRBs - are assumed to be activated at 120 minutes after the advisory to evacuate) to estimate the total number of external vehicles loaded on the analysis network. As indicated, there are 55,692 vehicles entering the EPZ as externalexternal trips prior to the activation of the SRBs and the diversion of this traffic. This number is reduced by 60% for evening scenarios (Scenarios 5 and 12) as discussed in Section 6.
3.12     Background Traffic Section 5 discusses the time needed for the people in the EPZ to mobilize and begin their evacuation trips. As shown in Table 58, there are 14 time periods during which traffic is loaded on to roadways in the study area to model the mobilization time of people in the EPZ. Note, there is no traffic generated during the 15th time period, as this time period is intended to allow traffic that has already begun evacuating to clear the study area boundaries.
This study does not assume that roadways are empty at the start of Time Period 1. Rather, Catawba Nuclear Station                          310                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

there is a 30minute initialization time period (often referred to as fill time in traffic simulation) wherein the traffic volumes from Time Period 1 are loaded onto roadways in the study area. The amount of initialization/fill traffic that is on the roadways in the study area at the start of Time Period 1 depends on the scenario and the region being evacuated (see Section 6). There are 18,634 vehicles on the roadways in the study area at the end of fill time for an evacuation of the entire EPZ (Region R03) under Scenario 1 (summer, midweek, midday, good weather) conditions.
3.13    Summary of Demand A summary of population and vehicle demand is provided in Table 313 and Table 314, respectively. This summary includes all population groups described in this section. A total of 514,418 people and 300,392 vehicles are considered in this study.
Catawba Nuclear Station                         311                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table 31. County Population Change and Annual Growth Rate from April 1, 2010 to July 1, 2017 Annual County         2010 Population       2016 Population        Percent Change Growth Rate North Carolina EPZ Gaston              206,101               216,965                 5.27%                 0.83%
Mecklenburg            919,637              1,054,835                14.70%                2.22%
Shadow Region Union              201,350               226,606                 12.54%                1.91%
South Carolina EPZ York              226,074               258,526                 14.35%                2.17%
Shadow Region Lancaster             76,652                89,594                 16.88%                2.53%
Table 32. Municipality Population Change and Annual Growth Rate from April 1, 2010 to July 1, 2017 Annual Municipality       2010 Population      2016 Population         Percent Change Growth Rate Gaston County, NC EPZ Belmont6              10,226                10,784                 5.46%                0.85%
Gastonia7             71,735                75,536                 5.30%                0.83%
Shadow Region Cramerton               4,178                 4,420                  5.79%               0.90%
Lowell                3,528                 3,698                 4.82%                0.76%
McAdenville               631                   665                  5.39%                0.84%
Mount Holly             13,653                14,495                 6.17%                0.96%
Mecklenburg County, NC EPZ Charlotte            735,612               842,051                 14.47%               2.19%
Pineville              7,479                 8,593                 14.90%               2.25%
Union County, NC Shadow Region Marvin                5,582                 6,377                 14.24%               2.15%
York County, SC EPZ Clover                5,111                 5,950                 16.42%               2.46%
Fort Mill             11,256                15,029                 33.52%               4.73%
Rock Hill             66,551                72,937                 9.60%                1.48%
Tega Cay               7,727                 9,946                 28.72%               4.12%
York                 7,751                 8,058                 3.96%                0.62%
Shadow Region McConnells               255                   295                  15.69%               2.36%
6 According to the U.S. Census Places geographic boundaries, small portions of the municipalities of Belmont and Gastonia extend into the CNS EPZ.
Catawba Nuclear Station                                     312                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

Table 33. EPZ Permanent Resident Population by Zone 2018 Extrapolated Zone               2010 Population Population A0                      2,213                   2,678 A1                      8,915                   10,705 A2                      38,833                  46,581 A3                      2,349                   2,816 B1                     9,233                   12,680 B2                     37,727                  50,266 C1                     17,566                  20,594 C2                     67,977                  76,936 D1                      3,714                   4,505 D2                      14,570                  16,487 E1                     4,738                   5,743 E2                     7,697                   9,375 F1                     7,937                   9,628 F2                     7,466                   9,065 F3                     5,490                   5,973 TOTAL                    236,425                 284,032 EPZ Population Growth (20102018):                   20.14%
Table 34. Permanent Resident Population and Vehicles by Zone 2018 Extrapolated               2018 Zone                 Population            Resident Vehicles A0                      2,678                   1,323 A1                      10,705                  5,256 A2                      46,581                  23,059 A3                      2,816                   1,231 B1                     12,680                  6,186 B2                     50,266                  24,848 C1                     20,594                  10,154 C2*                     76,936                  38,522 D1                      4,505                   2,230 D2                      16,487                  7,740 E1                     5,743                   2,846 E2                     9,375                   4,624 F1                     9,628                   4,717 F2                     9,065                   4,489 F3                     5,973                   2,953 TOTAL                    284,032                 140,178
                 *Vehicles altered due to students residing at Winthrop University.
Catawba Nuclear Station                               313                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Table 35. Shadow Population and Vehicles by Sector 2018 Extrapolated Sector                                   Evacuating Vehicles Population N                    25,778                  12,713 NNE                    11,241                   5,549 NE                    34,144                  16,786 ENE                    74,261                  36,843 E                    73,642                  36,523 ESE                   16,478                   8,164 SE                    9,005                   4,464 SSE                    7,615                   3,767 S                    4,605                   2,167 SSW                     2,756                   1,363 SW                     3,147                   1,556 WSW                      1,549                    761 W                     3,375                   1,664 WNW                      4,455                   2,197 NW                     9,828                   4,852 NNW                     40,627                  20,103 TOTAL                  322,506                 159,472 Table 36. Summary of Transients and Transient Vehicles Zone                Transients           Transient Vehicles A0                       0                       0 A1                      766                     383 A2                     1,430                    426 A3                     1,655                    609 B1                      253                     178 B2                    15,672                   6,423 C1                      944                     360 C2                     6,886                   2,594 D1                       0                       0 D2                      200                      55 E1                       0                       0 E2                       0                       0 F1                      985                     347 F2                       0                       0 F3                      726                     281 TOTAL                   29,517                  11,656 Catawba Nuclear Station                            314                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

Table 37. Summary of Employees and Employee Vehicles Commuting into the EPZ Zone              Employees           Employee Vehicles A0                   603                     586 A1                   479                     465 A2                  27,646                 26,842 A3                  7,849                   7,620 B1                     0                      0 B2                  8,656                   8,405 C1                   225                     218 C2                  3,307                   3,214 D1                    65                      63 D2                   650                     632 E1                     0                      0 E2                   159                     154 F1                    98                      95 F2                     0                      0 F3                   379                     368 TOTAL                50,116                  48,662 Catawba Nuclear Station                           315                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Table 38. Medical Facility Transit Demand Wheel Wheel               chair Cap      Current Ambu          chair  Bed  Bus     Bus Zone                 Facility Name            Municipality       acity     Census        latory  Bound  ridden Runs   Runs     Ambulance MECKLENBURG COUNTY, SC MEDICAL FACILITIES A1      The Beckett Home                     Charlotte            2            2           1       1      0    1       1            0 A1      The Crossings at Steele Creek        Charlotte            90          85          44       36     5    2       3            3 Carolinas HealthCare System A1                                           Charlotte            0            0           0       0      0    0       0            0 Steele Creek A2      Sara Smith Home                      Charlotte            1            1           1       0      0    1       0            0 A2      Winchester Home                      Charlotte            3            3           2       1      0    1       1            0 A2      Brite Horizon                        Charlotte            4            4           2       2      0    1       1            0 A2      McEntyre Home                        Charlotte            3            3           2       1      0    1       1            0 VOCA  Oakhaven Drive Group A2                                           Charlotte            6            6           3       3      0    1       1            0 Home Mecklenburg Health &
A2                                           Charlotte           100          95          49       40     6    2       3            3 Rehabilitation Center Pineville Rehabilitation and Living A3                                           Pineville           116        110           57       46     7    2       4            4 Center Carolinas HealthCare System A3                                           Charlotte           235        222          116       93    13    4       7            7 Pineville Mecklenburg County Subtotal:       560        531          277      223    31    16     22           17 YORK COUNTY, SC MEDICAL FACILITIES B1      Lodge at Wellmore                    Tega Cay             60          57          30       24     3    1       2            2 B1      Wellmore of Tega Cay                 Tega Cay            150        142           73       60     9    3       4            5 B2      Autumn Leaves of Fort Mill           Fort Mill            54          51          27       21     3    1       2            2 B2      Fort Mill Dialysis                   Fort Mill            22          21          11       9      1    1       1            1 B2      Fresenius Medical Care Fort Mill     Fort Mill            32          30          15       13     2    1       1            1 Catawba Nuclear Station                                                 316                                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Wheel Wheel               chair Cap    Current Ambu   chair  Bed  Bus     Bus Zone                Facility Name          Municipality acity   Census  latory Bound  ridden Runs   Runs     Ambulance Adult Enrichment Centers of Fort B2                                        Fort Mill     50        47     24      20     3    1       2            2 Mill C1      Carolina Gardens at Rock Hill     Rock Hill     90        85     44      36     5    2       3            3 C2      Hospice & Community Care House    Rock Hill     16        15      8      6      1    1       1            1 C2      Brookdale Ebenezer Road           Rock Hill     52        49     25      21     3    1       2            2 C2      White Oak of Rock Hill            Rock Hill    141       133     69      56     8    3       4            4 C2      Brookdale Spring Arbor            Rock Hill     92        87     45      37     5    2       3            3 Healthsouth Rehabilitation C2                                        Rock Hill     50        47     24      20     3    1       2            2 Hospital of Rock Hill C2      Piedmont Medical Center           Rock Hill    288       273    142     115    16    5       8            8 C2      Pruitthealth Rock Hill            Rock Hill    132       125     64      53     8    3       4            4 Marett Boulevard Community C2                                        Rock Hill      8        8       5      3      0    1       1            0 Residential Care Facility C2      Keystone Inpatient Services       Rock Hill     14        13      7      5      1    1       1            1 Willow Brook Court at Park Pointe C2                                        Rock Hill     40        38     20      16     2    1       2            1 Village Riverview Hospice and Palliative C2                                        Rock Hill      3        3       2      1      0    1       1            0 Care C2      Interim Healthcare of The Triad   Rock Hill      5        5       3      2      0    1       1            0 Oakbridge Terrace at Park Pointe C2                                        Rock Hill     20        19     10      8      1    1       1            1 Village C2      Harborchase of Rock Hill          Rock Hill    110       104     54      44     6    2       3            3 C2      Fresenius Medical Care Rock Hill  Rock Hill     23        22     12      9      1    1       1            1 Meadowlark Drive Community C2                                        Rock Hill      8        8       5      3      0    1       1            0 Residential Care Facility C2      Rock Hill Post Acute Care Center  Rock Hill     99        94     49      39     6    2       3            3 Catawba Nuclear Station                                      317                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Wheel Wheel               chair Cap    Current Ambu   chair  Bed  Bus     Bus Zone                  Facility Name            Municipality  acity   Census  latory Bound  ridden Runs   Runs     Ambulance C2      New Hope Carolinas                    Rock Hill      150      142     73     60      9    3       4            5 C2      Westminster Towers Residential        Rock Hill       35       33     17     14      2    1       1            1 Westminster Health and C2                                            Rock Hill       66       62     32     26      4    2       2            2 Rehabilitation Center C2      Morningside of Rock Hill              Rock Hill       60       57     30     24      3    1       2            2 C2      Magnolia ManorRock Hill              Rock Hill      106      100     52     42      6    2       3            3 Bird Street II Community C2                                            Rock Hill       8        8       5      3      0    1       1            0 Residential Care Facility Bird Street I Community C2                                            Rock Hill       8        8       5      3      0    1       1            0 Residential Care Facility Adult Enrichment Centers of Rock C2                                            Rock Hill       70       66     34     28      4    2       2            2 Hill First Calvary Baptist Church Adult C2                                            Rock Hill       32       30     15     13      2    1       1            1 Day Care Flint Hill Community Adult Day C2                                            Rock Hill       37       35     18     15      2    1       1            1 Care Center D2      Fresenius Medical Care York           York            21       20     11      8      1    1       1            1 D2      Carolina Gardens at York              York           143      135     70     57      8    3       4            4 D2      Adult Enrichment Centers of York      York            30       28     14     12      2    1       1            1 D2      White Oak Manor York                  York           109      103     54     43      6    2       3            3 Lake Wylie Assisted Living F1                                            Clover         110      104     54     44      6    2       3            3 Community York County Subtotal: 2,544    2,407  1,252  1,013    142   62      84          79 TOTAL:  3,104    2,938  1,529  1,236    173   78     106          96 Catawba Nuclear Station                                           318                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                            Rev. 0

Table 39. TransitDependent Population Estimates Survey Average                                                           Survey                                          Percent HH Size                    Survey Percent HH           Survey      Percent HH   Total                  People     Population Projected      with Indicated   Estimated   with Indicated No. of      Percent HH with Non      People    Estimated Requiring Requiring 2018 EPZ       No. of Vehicles    No. of           Vehicles               with        Returning Requiring Ridesharing    Public         Public Population      0      1      2 Households   0        1          2      Commuters Commuters Transport Percentage          Transit       Transit 284,032     2.00 1.69 2.71      105,197  1.43%    21.9%     50.6%        56%            47%     10,267       50%         5,134          1.7%
Catawba Nuclear Station                                          319                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Table 310. School Population Demand Estimates Buses Zone                       School Name                     Enrollment Required C2     A Child's Heart                                       46         1 B2     A Child's World                                       70         1 C2     Adventures Plus Child Care                            106        2 D2      Agape United Day Care                                 129        2 C2     Applied Technology Center                            1245       25 B2     Avery Lake Head Start                                 49         1 B2     Banks Trail Middle School                             758       16 B2     Beansprout Academy                                    140        2 C2     Belleview Elementary School                           523        8 S.R. Berewick Elementary School                            605        9 C2     Best Friends Child Development                        52         1 F1     Bethel Elementary School                              491        8 D2      Blessed Hope Baptist School                           158        4 E2     Blue Eagle Academy                                    100        2 C1     Carolina Academy                                      251        4 C2     Carolina Kids Child Development Center                369        6 B2     Carolina Kids Child Development Center II             327        5 A2      Cathedral of the Cross                                112        3 C2     Central Child Development Center                      367        8 C2     Child Development Center on Herlong                   186        3 C2     Childrens School at Sylvia Circle                    398        8 D2      Christine Stiles                                      12         1 C2     Classy Kids Academy                                   40         1 C2     Clinton College                                       200        4 E2     Clover 9th Grade Academy                              600       12 E2     Clover Head Start                                     21         1 E2     Clover High                                          2228       45 E2     Clover High School Early Childhood Program            30         1 S.R. Clover Middle                                         682       10 B2     Comenius School for Creative Leadership               140        3 D2      Cotton Belt Elementary                                427        7 D2      Cottonbelt Elementary School                          40         1 F1     Creative Kids                                         321        5 F1     Crowders Creek Elem. School                           750       11 Catawba Nuclear Station                              320                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Buses Zone                      School Name                 Enrollment Required S.R. Doby's Bridge Elementary                         975       14 C1     Dutchman Creek Middle School                     998       20 C2     Ebenezer Avenue Elem. School                     560        8 C2     Ebinport Elementary School                       647       10 B2     Field Of Dreams Nurture and Education Center     326        5 C2     Finley Road Elem. School                         358        6 D2      Floyd D. Johnson Technical Ctr.                 1400       28 S.R. Forestview High School                          1340       34 B2     Fort Mill Academy                                34         1 B2     Fort Mill Elementary School                      868       13 B2     Fort Mill High School                           2215       45 B2     Fort Mill Middle School                          609       13 B2     Fort Mill Preparatory Cooperative Preschool      128        2 C2     Freedom Montessori School                        75         2 F1     Giving Tree Child Development Center             246        4 C2     God's Blessing's Christian Child Care            120        2 B2     Gold Hill Elementary School                      934       14 B2     Gold Hill Middle School                          710       15 A2      Good Shepherd UMC                                22         1 F2     Griggs Rd. Elementary School                     501        8 D2      Harold C Johnson Elementary                      484        7 D2      Harold C. Johnson Elem. School                   40         1 C2     House of Joy                                     126        2 C2     House of Joy Childcare Center II                 115        2 D2      Hunter Street Elem. School                       40         1 D2      Hunter Street Elementary                         465        7 C1     India Hook Elementary School                     600        9 B2     Ivybrook Academy                                 155        3 S.R. Jefferson Elementary                             493        8 A2      Kennedy Middle School                            978       20 E2     Kids First Academy                               87         2 B1     Kids R Kids                                      275        4 C2     Kids World Too                                   99         2 E2     Kinard Elementary School                         411        6 A0      Lake Pointe Academy                              127        3 A2      Lake Wylie Elementary School                     638       10 Catawba Nuclear Station                              321                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Buses Zone                       School Name            Enrollment Required E2      Larne Elementary School                      546        8 C2      Liberty Child Development Center             197        3 D2      Liberty Christian Daycare                    127        2 B2      Little Fox Child Development Center          39         1 C2      Little Saints Academy                        38         1 B2      MorningStar Kids Discovery Center            105        2 C1      Mount Gallant Elementary School              512        8 B2      Nation Ford High School                     2117       43 C2      Next Generation Child Development Center     200        3 C2      Northside Elementary School                  560        8 C2      Northwestern High School                    1824       37 C2      Oakdale Elementary School                    427        7 F2      Oakridge Elementary                          651       10 F2      Oakridge Middle School                       951       20 C2      Old Pointe Elementary School                 532        8 C2      Open Arms Child Support Center               52         1 B2      Orchard Park Elementary School               779       12 A0      Palisades Episcopal School                   189        4 A1      Palisades Park Elementary School             737       11 C2      Palmetto Children's Academy                  280        4 F1      Pine Grove Christian Academy                 158        3 A3      Pineville Elementary School                  769       11 B2      Pleasant Knoll Elementary School             730       11 A3      Primrose School at Park Crossing             163        3 B2      Primrose School of Fort Mill                 310        5 C2      Rawlinson Road Middle School                 600       12 B2      Reach for the Stars                          38         1 C2      Richmond Drive Elem. School                  710       11 C2      Right Choice Child Development Center        18         1 A2      River Gate Elementary School                 763       11 B2      Riverview Elementary School                  737       11 D1      Riverwalk Academy                            500       10 C2      Rock Hill Head Start Center                  340        5 A2      Rod of God Christian Academy                 10         1 C1      Rosewood Elementary School                   550        8 C2      Saluda Trail Middle School                   785       16 Catawba Nuclear Station                            322                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Buses Zone                      School Name               Enrollment Required C2     School Days Child Development Center           47         1 C2     Shekinah Christian Academy                     33         1 B2     Smart Kids CDC # 6                             354        6 C2     South Pointe High School                      1291       26 A2      Southwest Middle School                       1407       29 B2     Springfield Elementary School                  662       10 B2     Springfield Middle School                      591       12 C2     St Anne's Catholic                             262        6 C2     St. Anne Catholic School                       120        2 A2      Steele Creek Elementary School                 741       11 C2     Sugar & Spice Child Development Center LLC     48         1 B2     Sugar Creek Elementary School                  836       12 C2     Sullivan Middle School                         760       16 C2     Sunset Park Accelerated                        460        7 C2     Sunshine HouseSite 14                         145        3 B1     Tega Cay Children's Academy                    358        6 B1     Tega Cay Elementary School                     840       12 C2     The Academy of Young Scholars, LLC             79         2 B2     The Goddard School in Fort Mill                150        3 F1     The Goddard School of Lake Wylie               223        4 C2     The Goddard School of Rock Hill                226        4 B1     The Learning Experience                        291        5 A2      The Olympic Community of Schools              2641       53 C2     Toddler House Day Care                         45         1 A2      Tutor Time                                     185        3 B2     Village Montessori and Preparatory School      120        2 S.R. W. A. Bess Elementary School                   640       11 A2      Walnut Grove Christian School                  71         2 B2     Walnut Grove Christian School                  119        3 C1     Westminster Catawba Christian School 612      242        5 C2     Westminster Catawba Christian School PK5      225        4 A2      Winget Park Elementary School                  660       10 C2     Winthrop University                           3517        9 C2     Woodhaven Baptist Child Development Center     200        3 D2      York Comprehensive High School                1549       31 D2      York Head Start Center                         100        2 Catawba Nuclear Station                           323                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Buses Zone                      School Name                     Enrollment Required D2      York Intermediate School                             640          13 D2      York Middle School                                   747          15 D2      York One Academy                                      60            2 C2      York Preparatory Elementary School                   783          12 C2      York Preparatory High School                         338            7 C2      York Preparatory Middle School                       386            8 C2      York Road Elementary School                          375            6 C2      York Technical College                              5700            0 York Technical College Child Development C2      Center                                                99            2 D2      Yours, Mine and Ours Day Care                        118            2 D2      York Intermediate School                             640          13 D2      York Middle School                                   747          15 D2      York One Academy                                      60            2 TOTAL:      77,700        1,251 Table 311. Homebound Special Needs Population Evacuation Time Estimates Population Group           Population       Vehicles deployed Buses                   460                  20 Wheelchair Buses               201                  14 Ambulances                  50                   25 Total:          711                  59 Catawba Nuclear Station                             324                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

Table 312. CNS EPZ External Traffic NC DOT1 &
Upstream         Downstream                                                                                                                      Hourly          External Road Name               Direction              HPMS2              KFactor3           DFactor3 Node                Node                                                                                                                       Volume           Traffic AADT 8185                3568                  I77                  NB                112,900               0.082                 0.5               4,629            9,258 8130                 130                  I77                  SB                 54,300               0.091                 0.5               2,471            4,942 8371                 371                 I485                Outer               121,000               0.082                 0.5               4,961            9,922 8549                 549                 I485                Inner               121,000               0.082                 0.5               4,961            9,922 8888                1888                  I85                  EB                132,000               0.082                 0.5               5,412           10,824 8003                  3                   I85                 WB                 132,000               0.082                 0.5               5,412           10,824 TOTAL:       55,692 1
North Carolina Department of Transportation (NCDOT) http://ncdot.maps.arcgis.com/apps/webappviewer/index.html?id=5f6fe58c1d90482ab9107ccc03026280 2
Highway Performance Monitoring System (HPMS), Federal Highway Administration (FHWA), Washington, D.C., 2011 3
HCM 2010 Catawba Nuclear Station                                                                325                                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                Rev. 0

Table 313. Summary of Population Demand Transit                                                     Special     College          Shadow     External Zone      Residents         Dependent            Transients          Employees              Facilities1 Students Schools Population2  Traffic      Total A0          2,678                  49                 0                   603                    0         0      316       0          0         3,646 A1         10,705                 193               766                   479                    87        0      737       0          0         12,967 A2         46,581                 842              1,430               27,646                   112        0     8,228      0          0         84,839 A3          2,816                  51              1,655                7,849                   332        0      932       0          0         13,635 B1         12,680                 229               253                    0                    199        0     1,764      0          0         15,125 B2         50,266                 909             15,672                8,656                   149        0    15,150      0          0         90,802 C1         20,594                 372               944                   225                    85        0     3,153      0          0         25,373 C2         76,936               1,391              6,886                3,307                  1,584     9,217  18,117      0          0        117,438 D1          4,505                  81                 0                    65                    0         0      500       0          0         5,151 D2         16,487                 298               200                   650                   766        0     6,536      0          0         24,937 E1          5,743                 104                 0                    0                     0         0       0        0          0         5,847 E2          9,375                 169                 0                   159                    0         0     4,023      0          0         13,726 F1          9,628                 174               985                    98                   104        0     2,189      0          0         13,178 F2          9,065                 164                 0                    0                     0         0     2,103      0          0         11,332 F3          5,973                 108               726                   379                    0         0       0        0          0         7,186 Shadow           0                     0                 0                    0                     0         0     4,735    64,501       0         69,236 Total      284,032               5,134             29,517               50,116                  3,418     9,217  68,483    64,501       0        514,418 1
Special Facilities include both medical facilities and correctional facilities.
2 Shadow Population has been reduced to 20%. Refer to Figure 21 for additional information.
Catawba Nuclear Station                                                                            326                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                               Rev. 0

Table 314. Summary of Vehicle Demand Transit                                         Special        College                            Shadow        External Zone         Residents         Dependent7       Transients        Employees     Facilities8     Vehicles         Schools9        Population10      Traffic      Total A0            1,323               4                  0              586            0              0                14                 0             0         1,927 A1            5,256              14                383              465            17             0                22                 0             0         6,157 A2           23,059              58                426            26,842           31             0               308                 0             0        50,722 A3            1,231               4                609             7,620           45             0                28                 0             0         9,537 B1            6,186              16                178               0             27             0                54                 0             0         6,461 B2           24,848              62               6,423            8,405           26             0               546                 0             0        40,310 C1           10,154              26                360              218            13             0               108                 0             0        10,879 C2           38,522              94               2,594            3,214          251           8,949             678                 0             0        54,302 D1            2,230               6                  0               63            0              0                20                 0             0         2,319 D2            7,740              20                 55              632            80             0               252                 0             0         8,779 E1            2,846               8                  0               0             0              0                0                  0             0         2,854 E2            4,624              12                  0              154            0              0               154                 0             0         4,944 F1            4,717              12                347               95            13             0                70                 0             0         5,254 F2            4,489              12                  0               0             0              0                76                 0             0         4,577 F3            2,953               8                281              368            0              0                0                  0             0         3,610 Shadow               0                0                  0               0             0              0               172             31,894         55,692      87,758 Total         140,178              356             11,656           48,662          503           8,949           2,502             31,894         55,692     300,392 7
Buses evacuating transit-dependent residents are represented as two passenger vehicles. Refer to Section 3.6 and Section 8 for additional information.
8 Vehicles for Special Facilities and Homebound Special Needs include wheelchair buses, ambulances and buses. Wheelchair buses and buses are represented as two passenger vehicles. Refer to Section 3.5 and Section 3.9 for additional information.
9 Buses evacuating children from schools are represented as two passenger vehicles. Refer to Section 3.7 and Section 8 for additional information.
10 Shadow Population has been reduced to 20%. Refer to Figure 2-1 for additional information.
Catawba Nuclear Station                                                                327                                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                   Rev. 0

Figure 31. Catawba Nuclear Station EPZ Catawba Nuclear Station                   328                   KLD Engineering, P.C.
Evacuation Time Estimate                                                       Rev. 0

Figure 32. Census Boundaries within the CNS Study Area Catawba Nuclear Station                           329                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Figure 33. Permanent Resident Population by Sector Catawba Nuclear Station                         330                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Figure 34. Permanent Resident Vehicles by Sector Catawba Nuclear Station                        331                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure 35. Shadow Population by Sector Catawba Nuclear Station                   332                   KLD Engineering, P.C.
Evacuation Time Estimate                                                       Rev. 0

Figure 36. Shadow Vehicles by Sector Catawba Nuclear Station                  333                  KLD Engineering, P.C.
Evacuation Time Estimate                                                     Rev. 0

Figure 37. Transient Population by Sector Catawba Nuclear Station                     334                    KLD Engineering, P.C.
Evacuation Time Estimate                                                          Rev. 0

Figure 38. Transient Vehicles by Sector Catawba Nuclear Station                    335                   KLD Engineering, P.C.
Evacuation Time Estimate                                                        Rev. 0

Figure 39. Employee Population by Sector Catawba Nuclear Station                    336                    KLD Engineering, P.C.
Evacuation Time Estimate                                                         Rev. 0

Figure 310. Employee Vehicles by Sector Catawba Nuclear Station                   337                    KLD Engineering, P.C.
Evacuation Time Estimate                                                        Rev. 0

4     ESTIMATION OF HIGHWAY CAPACITY The ability of the road network to service vehicle demand is a major factor in determining how rapidly an evacuation can be completed. The capacity of a road is defined as the maximum hourly rate at which persons or vehicles can reasonably be expected to traverse a point or uniform section of a lane of roadway during a given time period under prevailing roadway, traffic and control conditions, as stated in the 2010 Highway Capacity Manual (HCM 2010).
In discussing capacity, different operating conditions have been assigned alphabetical designations, A through F, to reflect the range of traffic operational characteristics. These designations have been termed "Levels of Service" (LOS). For example, LOS A connotes freeflow and highspeed operating conditions; LOS F represents a forced flow condition. LOS E describes traffic operating at or near capacity.
Another concept, closely associated with capacity, is Service Volume (SV). Service volume is defined as The maximum hourly rate at which vehicles, bicycles or persons reasonably can be expected to traverse a point or uniform section of a roadway during an hour under specific assumed conditions while maintaining a designated level of service. This definition is similar to that for capacity. The major distinction is that values of SV vary from one LOS to another, while capacity is the service volume at the upper bound of LOS E, only.
This distinction is illustrated in Exhibit 1117 of the HCM 2010. As indicated there, the SV varies with Free Flow Speed (FFS), and LOS. The SV is calculated by the DYNEV II simulation model, based on the specified link attributes, FFS, capacity, control device and traffic demand.
Other factors also influence capacity. These include, but are not limited to:
Lane width Shoulder width Pavement condition Horizontal and vertical alignment (curvature and grade)
Percent truck traffic Control device (and timing, if it is a signal)
Weather conditions (rain, snow, fog, wind speed, ice)
These factors are considered during the road survey and in the capacity estimation process; some factors have greater influence on capacity than others. For example, lane and shoulder width have only a limited influence on Base Free Flow Speed (BFFS1) according to Exhibit 157 of the HCM. Consequently, lane and shoulder widths at the narrowest points were observed during the road survey and these observations were recorded, but no detailed measurements of lane or shoulder width were taken. Horizontal and vertical alignment can influence both FFS and capacity. The estimated FFS were measured using the survey vehicles speedometer and observing local traffic, under free flow conditions. Capacity is estimated from the procedures of the 2010 HCM. For example, HCM Exhibit 71(b) shows the sensitivity of Service Volume at the 1
A very rough estimate of BFFS might be taken as the posted speed limit plus 10 mph (HCM 2010 Page 15-15)
Catawba Nuclear Station                                       41                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                            Rev. 0

upper bound of LOS D to grade (capacity is the Service Volume at the upper bound of LOS E).
As discussed in Section 2.3, it is necessary to adjust capacity figures to represent the prevailing conditions during inclement weather. Based on limited empirical data, weather conditions such as rain reduce the values of free speed and of highway capacity by approximately 10 percent. Over the last decade new studies have been made on the effects of rain on traffic capacity. These studies indicate a range of effects between 5 and 20 percent depending on wind speed and precipitation rates. As indicated in item 16 of Section 2.3, we employ a reduction in free speed and in highway capacity of 10 percent and 20 percent for rain and ice, respectively.
Since congestion arising from evacuation may be significant, estimates of roadway capacity must be determined with great care. Because of its importance, a brief discussion of the major factors that influence highway capacity is presented in this section.
Rural highways generally consist of: (1) one or more uniform sections with limited access (driveways, parking areas) characterized by uninterrupted flow; and (2) approaches to at grade intersections where flow can be interrupted by a control device or by turning or crossing traffic at the intersection. Due to these differences, separate estimates of capacity must be made for each section. Often, the approach to the intersection is widened by the addition of one or more lanes (turn pockets or turn bays), to compensate for the lower capacity of the approach due to the factors there that can interrupt the flow of traffic. These additional lanes are recorded during the field survey and later entered as input to the DYNEV II system.
4.1    Capacity Estimations on Approaches to Intersections Atgrade intersections are apt to become the first bottleneck locations under local heavy traffic volume conditions. This characteristic reflects the need to allocate access time to the respective competing traffic streams by exerting some form of control. During evacuation, control at critical intersections will often be provided by traffic control personnel assigned for that purpose, whose directions may supersede traffic control devices. The existing traffic management plans documented in the county emergency plans are extensive and were adopted without change.
The perlane capacity of an approach to a signalized intersection can be expressed (simplistically) in the following form:
3600                  3600 where:
Qcap,m          =       Capacity of a single lane of traffic on an approach, which executes Catawba Nuclear Station                          42                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

movement, m, upon entering the intersection; vehicles per hour (vph) hm                 =         Mean queue discharge headway of vehicles on this lane that are executing movement, m; seconds per vehicle G                  =         Mean duration of GREEN time servicing vehicles that are executing movement, m, for each signal cycle; seconds L                  =         Mean "lost time" for each signal phase servicing movement, m; seconds C                  =         Duration of each signal cycle; seconds Pm                 =         Proportion of GREEN time allocated for vehicles executing movement, m, from this lane. This value is specified as part of the control treatment.
m                  =         The movement executed by vehicles after they enter the intersection: through, leftturn, rightturn, and diagonal.
The turnmovementspecific mean discharge headway hm, depends in a complex way upon many factors: roadway geometrics, turn percentages, the extent of conflicting traffic streams, the control treatment, and others. A primary factor is the value of "saturation queue discharge headway", hsat, which applies to through vehicles that are not impeded by other conflicting traffic streams. This value, itself, depends upon many factors including motorist behavior.
Formally, we can write, where:
hsat               =         Saturation discharge headway for through vehicles; seconds per vehicle F1,F2              =         The various known factors influencing hm fm( )              =         Complex function relating hm to the known (or estimated) values of hsat, F1, F2, The estimation of hm for specified values of hsat, F1, F2, ... is undertaken within the DYNEV II simulation model by a mathematical model2. The resulting values for hm always satisfy the condition:
That is, the turnmovementspecific discharge headways are always greater than, or equal to the saturation discharge headway for through vehicles. These headways (or its inverse 2
Lieberman, E., "Determining Lateral Deployment of Traffic on an Approach to an Intersection", McShane, W. & Lieberman, E.,
"Service Rates of Mixed Traffic on the far Left Lane of an Approach". Both papers appear in Transportation Research Record 772, 1980. Lieberman, E., Xin, W., Macroscopic Traffic Modeling For Large-Scale Evacuation Planning, presented at the TRB 2012 Annual Meeting, January 22-26, 2012 Catawba Nuclear Station                                         43                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                Rev. 0

equivalent, saturation flow rate), may be determined by observation or using the procedures of the HCM 2010.
The above discussion is necessarily brief given the scope of this ETE report and the complexity of the subject of intersection capacity. In fact, Chapters 18, 19 and 20 in the HCM 2010 address this topic. The factors, F1, F2,, influencing saturation flow rate are identified in equation (185) of the HCM 2010.
The traffic signals within the EPZ and Shadow Region are modeled using representative phasing plans and phase durations obtained as part of the field data collection. Traffic responsive signal installations allow the proportion of green time allocated (Pm) for each approach to each intersection to be determined by the expected traffic volumes on each approach during evacuation circumstances. The amount of green time (G) allocated is subject to maximum and minimum phase duration constraints; 2 seconds of yellow time are indicated for each signal phase and 1 second of allred time is assigned between signal phases, typically. If a signal is pre timed, the yellow and allred times observed during the road survey are used. A lost time (L) of 2.0 seconds is used for each signal phase in the analysis.
4.2    Capacity Estimation along Sections of Highway The capacity of highway sections  as distinct from approaches to intersections  is a function of roadway geometrics, traffic composition (e.g. percent heavy trucks and buses in the traffic stream) and, of course, motorist behavior. There is a fundamental relationship which relates service volume (i.e. the number of vehicles serviced within a uniform highway section in a given time period) to traffic density. The top curve in Figure 41 illustrates this relationship.
As indicated, there are two flow regimes: (1) Free Flow (left side of curve); and (2) Forced Flow (right side). In the Free Flow regime, the traffic demand is fully serviced; the service volume increases as demand volume and density increase, until the service volume attains its maximum value, which is the capacity of the highway section. As traffic demand and the resulting highway density increase beyond this "critical" value, the rate at which traffic can be serviced (i.e. the service volume) can actually decline below capacity (capacity drop). Therefore, in order to realistically represent traffic performance during congested conditions (i.e. when demand exceeds capacity), it is necessary to estimate the service volume, VF, under congested conditions.
The value of VF can be expressed as:
where:
R               =       Reduction factor which is less than unity Catawba Nuclear Station                            44                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

We have employed a value of R=0.90. The advisability of such a capacity reduction factor is based upon empirical studies that identified a falloff in the service flow rate when congestion occurs at bottlenecks or choke points on a freeway system. Zhang and Levinson3 describe a research program that collected data from a computerbased surveillance system (loop detectors) installed on the Interstate Highway System, at 27 active bottlenecks in the twin cities metro area in Minnesota over a 7week period. When flow breakdown occurs, queues are formed which discharge at lower flow rates than the maximum capacity prior to observed breakdown. These queue discharge flow (QDF) rates vary from one location to the next and also vary by day of week and time of day based upon local circumstances. The cited reference presents a mean QDF of 2,016 passenger cars per hour per lane (pcphpl). This figure compares with the nominal capacity estimate of 2,250 pcphpl estimated for the ETE and indicated in Appendix K for freeway links. The ratio of these two numbers is 0.896 which translates into a capacity reduction factor of 0.90.
Since the principal objective of evacuation time estimate analyses is to develop a realistic estimate of evacuation times, use of the representative value for this capacity reduction factor (R=0.90) is justified. This factor is applied only when flow breaks down, as determined by the simulation model.
Rural roads, like freeways, are classified as uninterrupted flow facilities. (This is in contrast with urban street systems which have closely spaced signalized intersections and are classified as interrupted flow facilities.) As such, traffic flow along rural roads is subject to the same effects as freeways in the event traffic demand exceeds the nominal capacity, resulting in queuing and lower QDF rates. As a practical matter, rural roads rarely break down at locations away from intersections. Any breakdowns on rural roads are generally experienced at intersections where other model logic applies, or at lane drops which reduce capacity there.
Therefore, the application of a factor of 0.90 is appropriate on rural roads, but rarely, if ever, activated.
The estimated value of capacity is based primarily upon the type of facility and on roadway geometrics. Sections of roadway with adverse geometrics are characterized by lower freeflow speeds and lane capacity. Exhibit 1530 in the Highway Capacity Manual was referenced to estimate saturation flow rates. The impact of narrow lanes and shoulders on freeflow speed and on capacity is not material, particularly when flow is predominantly in one direction as is the case during an evacuation.
The procedure used here was to estimate "section" capacity, VE, based on observations made traveling over each section of the evacuation network, based on the posted speed limits and travel behavior of other motorists and by reference to the 2010 HCM. The DYNEV II simulation model determines for each highway section, represented as a network link, whether its capacity would be limited by the "sectionspecific" service volume, VE, or by the intersectionspecific capacity. For each link, the model selects the lower value of capacity.
3 Lei Zhang and David Levinson, Some Properties of Flows at Freeway Bottlenecks, Transportation Research Record 1883, 2004.
Catawba Nuclear Station                             45                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

4.3   Application to the CNS Study Area As part of the development of the linknode analysis network for the study area, an estimate of roadway capacity is required. The source material for the capacity estimates presented herein is contained in:
2010 Highway Capacity Manual (HCM)
Transportation Research Board National Research Council Washington, D.C.
The highway system in the study area consists primarily of three categories of roads and, of course, intersections:
TwoLane roads: Local, State MultiLane Highways (atgrade)
Freeways Each of these classifications will be discussed.
4.3.1 TwoLane Roads Ref: HCM Chapter 15 Two lane roads comprise the majority of highways within the EPZ. The perlane capacity of a twolane highway is estimated at 1700 passenger cars per hour (pc/h). This estimate is essentially independent of the directional distribution of traffic volume except that, for extended distances, the twoway capacity will not exceed 3200 pc/h. The HCM procedures then estimate Level of Service (LOS) and Average Travel Speed. The DYNEV II simulation model accepts the specified value of capacity as input and computes average speed based on the timevarying demand: capacity relations.
Based on the field survey and on expected traffic operations associated with evacuation scenarios:
Most sections of twolane roads within the EPZ are classified as Class I, with "level terrain"; some are rolling terrain.
Class II highways are mostly those within urban and suburban centers.
4.3.2 MultiLane Highway Ref: HCM Chapter 14 Exhibit 142 of the HCM 2010 presents a set of curves that indicate a perlane capacity ranging from approximately 1900 to 2200 pc/h, for freespeeds of 45 to 60 mph, respectively. Based on observation, the multilane highways outside of urban areas within the EPZ service traffic with freespeeds in this range. The actual timevarying speeds computed by the simulation model reflect the demand: capacity relationship and the impact of control at intersections. A Catawba Nuclear Station                          46                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

conservative estimate of perlane capacity of 1900 pc/h is adopted for this study for multilane highways outside of urban areas, as shown in Appendix K.
4.3.3 Freeways Ref: HCM Chapters 10, 11, 12, 13 Chapter 10 of the HCM 2010 describes a procedure for integrating the results obtained in Chapters 11, 12 and 13, which compute capacity and LOS for freeway components. Chapter 10 also presents a discussion of simulation models. The DYNEV II simulation model automatically performs this integration process.
Chapter 11 of the HCM 2010 presents procedures for estimating capacity and LOS for Basic Freeway Segments". Exhibit 1117 of the HCM 2010 presents capacity vs. free speed estimates, which are provided below.
Free Speed (mph):                   55       60       65       70+
PerLane Capacity (pc/h):         2250      2300     2350     2400 The inputs to the simulation model are highway geometrics, freespeeds and capacity based on field observations. The simulation logic calculates actual timevarying speeds based on demand:
capacity relationships. A conservative estimate of perlane capacity of 2250 pc/h is adopted for this study for freeways, as shown in Appendix K.
Chapter 12 of the HCM 2010 presents procedures for estimating capacity, speed, density and LOS for freeway weaving sections. The simulation model contains logic that relates speed to demand volume: capacity ratio. The value of capacity obtained from the computational procedures detailed in Chapter 12 depends on the "Type" and geometrics of the weaving segment and on the "Volume Ratio" (ratio of weaving volume to total volume).
Chapter 13 of the HCM 2010 presents procedures for estimating capacities of ramps and of "merge" areas. There are three significant factors to the determination of capacity of a ramp freeway junction: The capacity of the freeway immediately downstream of an onramp or immediately upstream of an offramp; the capacity of the ramp roadway; and the maximum flow rate entering the ramp influence area. In most cases, the freeway capacity is the controlling factor. Values of this merge area capacity are presented in Exhibit 138 of the HCM 2010, and depend on the number of freeway lanes and on the freeway free speed. Ramp capacity is presented in Exhibit 1310 and is a function of the ramp free flow speed. The DYNEV II simulation model logic simulates the merging operations of the ramp and freeway traffic in accord with the procedures in Chapter 13 of the HCM 2010. If congestion results from an excess of demand relative to capacity, then the model allocates service appropriately to the two entering traffic streams and produces LOS F conditions (The HCM does not address LOS F explicitly).
Catawba Nuclear Station                          47                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

4.3.4 Intersections Ref: HCM Chapters 18, 19, 20, 21 Procedures for estimating capacity and LOS for approaches to intersections are presented in Chapter 18 (signalized intersections), Chapters 19, 20 (unsignalized intersections) and Chapter 21 (roundabouts). The complexity of these computations is indicated by the aggregate length of these chapters. The DYNEV II simulation logic is likewise complex.
The simulation model explicitly models intersections: Stop/yield controlled intersections (both 2way and allway) and traffic signal controlled intersections. Where intersections are controlled by fixed time controllers, traffic signal timings are set to reflect average (non evacuation) traffic conditions. Actuated traffic signal settings respond to the timevarying demands of evacuation traffic to adjust the relative capacities of the competing intersection approaches.
The model is also capable of modeling the presence of manned traffic control. At specific locations where it is advisable or where existing plans call for overriding existing traffic control to implement manned control, the model will use actuated signal timings that reflect the presence of traffic guides. At locations where a special traffic control strategy (continuous left turns, contraflow lanes) is used, the strategy is modeled explicitly. Where applicable, the location and type of traffic control for nodes in the evacuation network are noted in Appendix K. The characteristics of the ten highest volume signalized intersections are detailed in Appendix J.
4.4   Simulation and Capacity Estimation Chapter 6 of the HCM is entitled, HCM and Alternative Analysis Tools. The chapter discusses the use of alternative tools such as simulation modeling to evaluate the operational performance of highway networks. Among the reasons cited in Chapter 6 to consider using simulation as an alternative analysis tool is:
The system under study involves a group of different facilities or travel modes with mutual interactions invoking several procedural chapters of the HCM. Alternative tools are able to analyze these facilities as a single system.
This statement succinctly describes the analyses required to determine traffic operations across an area encompassing an EPZ operating under evacuation conditions. The model utilized for this study, DYNEV II, is further described in Appendix C. It is essential to recognize that simulation models do not replicate the methodology and procedures of the HCM - they replace these procedures by describing the complex interactions of traffic flow and computing Measures of Effectiveness (MOE) detailing the operational performance of traffic over time and by location. The DYNEV II simulation model includes some HCM 2010 procedures only for the purpose of estimating capacity.
Catawba Nuclear Station                           48                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

All simulation models must be calibrated properly with field observations that quantify the performance parameters applicable to the analysis network. Two of the most important of these are: (1) Free flow speed (FFS); and (2) saturation headway, hsat. The first of these is estimated by direct observation during the road survey; the second is estimated using the concepts of the HCM 2010, as described earlier. These parameters are listed in Appendix K, for each network link.
Volume, vph Capacity Drop Qmax R Qmax Qs Density, vpm Flow Regimes Speed, mph Free      Forced vf R vc Density, vpm kf       kopt                             kj ks Figure 41. Fundamental Diagrams Catawba Nuclear Station                            49                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

5      ESTIMATION OF TRIP GENERATION TIME Federal Government guidelines (see NUREG/CR7002) recommends that the ETE study estimate the distributions of elapsed times associated with mobilization activities undertaken by the public to prepare for the evacuation trip. The elapsed time associated with each activity is represented as a statistical distribution reflecting differences between members of the public.
The quantification of these activitybased distributions relies largely on the results of the telephone survey. We define the sum of these distributions of elapsed times as the Trip Generation Time Distribution.
5.1      Background In general, an accident at a nuclear power plant is characterized by the following Emergency Classification Levels (see Appendix 1 of NUREG0654 for details):
: 1. Unusual Event
: 2. Alert
: 3. Site Area Emergency
: 4. General Emergency At each level, the Federal guidelines specify a set of Actions to be undertaken by the licensee and by the state and local offsite authorities. As a Planning Basis, we will adopt a conservative posture, in accordance with Section 1.2 of NUREG/CR7002, that a rapidly escalating accident at the plant wherein evacuation is ordered promptly and no early protective actions have been implemented will be considered in calculating the Trip Generation Time. We will assume:
: 1. The Advisory to Evacuate (ATE) will be announced coincident with the siren notification.
: 2. Mobilization of the general population will commence within 15 minutes after the siren notification.
: 3. ETE are measured relative to the ATE.
We emphasize that the adoption of this planning basis is not a representation that these events will occur within the indicated time frame. Rather, these assumptions are necessary in order to:
: 1. Establish a temporal framework for estimating the Trip Generation distribution in the format recommended in Section 2.13 of NUREG/CR6863.
: 2. Identify temporal points of reference that uniquely define "Clear Time" and ETE.
It is likely that a longer time will elapse between the various classes of an emergency.
Catawba Nuclear Station                            51                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

For example, suppose onehour elapses from the siren alert to the ATE. In this case, it is reasonable to expect some degree of spontaneous evacuation by the public during this one hour period. As a result, the population within the EPZ will be lower when the ATE is announced, than at the time of the siren alert. In addition, many will engage in preparation activities to evacuate, in anticipation that an Advisory will be broadcasted. Thus, the time needed to complete the mobilization activities and the number of people remaining to evacuate the EPZ after the ATE, will both be somewhat less than the estimates presented in this report. Consequently, the ETE presented in this report are higher than the actual evacuation time, if this hypothetical situation were to take place.
The notification process consists of two events:
: 1. Transmitting information using the alert and notification systems (ANS) available within the EPZ (e.g. sirens, tone alerts, EAS broadcasts, loud speakers).
: 2. Receiving and correctly interpreting the information that is transmitted.
The population within the EPZ is dispersed over an area of approximately 332 square miles and is engaged in a wide variety of activities. It must be anticipated that some time will elapse between the transmission and receipt of the information advising the public of an accident.
The amount of elapsed time will vary from one individual to the next depending on where that person is, what that person is doing, and related factors. Furthermore, some persons who will be directly involved with the evacuation process may be outside the EPZ at the time the emergency is declared. These people may be commuters, shoppers and other travelers who reside within the EPZ and who will return to join the other household members upon receiving notification of an emergency.
As indicated in Section 2.13 of NUREG/CR6863, the estimated elapsed times for the receipt of notification can be expressed as a distribution reflecting the different notification times for different people within, and outside, the EPZ. By using time distributions, it is also possible to distinguish between different population groups and different dayofweek and timeofday scenarios, so that accurate ETE may be computed.
For example, people at home or at work within the EPZ will be notified by siren, and/or tone alert and/or radio (if available). Those well outside the EPZ will be notified by telephone, radio, TV and wordofmouth, with potentially longer time lags. Furthermore, the spatial distribution of the EPZ population will differ with time of day  families will be united in the evenings, but dispersed during the day. In this respect, weekends will differ from weekdays.
As indicated in Section 4.1 of NUREG/CR7002, the information required to compute trip generation times is typically obtained from a telephone survey of EPZ residents. Such a survey was conducted in 2012 in support of the previous ETE study for this site. The population demographics have not significantly changed, (see Appendix F), and as a result, the results from the 2012 survey were utilized for this ETE study. Appendix F presents the survey sampling plan, survey instrument, and survey results. The remaining discussion will focus on the application of the trip generation data obtained from the telephone survey to the development of the ETE documented in this report.
Catawba Nuclear Station                            52                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

5.2    Fundamental Considerations The environment leading up to the time that people begin their evacuation trips consists of a sequence of events and activities. Each event (other than the first) occurs at an instant in time and is the outcome of an activity.
Activities are undertaken over a period of time. Activities may be in "series" (i.e. to undertake an activity implies the completion of all preceding events) or may be in parallel (two or more activities may take place over the same period of time). Activities conducted in series are functionally dependent on the completion of prior activities; activities conducted in parallel are functionally independent of one another. The relevant events associated with the public's preparation for evacuation are:
Event Number         Event Description 1            Notification 2            Awareness of Situation 3            Depart Work 4            Arrive Home 5            Depart on Evacuation Trip Associated with each sequence of events are one or more activities, as outlined in Table 51.
These relationships are shown graphically in Figure 51.
An Event is a state that exists at a point in time (e.g., depart work, arrive home)
An Activity is a process that takes place over some elapsed time (e.g., prepare to leave work, travel home)
As such, a completed Activity changes the state of an individual (i.e. the activity, travel home changes the state from depart work to arrive home). Therefore, an Activity can be described as an Event Sequence; the elapsed times to perform an event sequence vary from one person to the next and are described as statistical distributions on the following pages.
An employee who lives outside the EPZ will follow sequence (c) of Figure 51. A household within the EPZ that has one or more commuters at work, and will await their return before beginning the evacuation trip will follow the first sequence of Figure 51(a). A household within the EPZ that has no commuters at work, or that will not await the return of any commuters, will follow the second sequence of Figure 51(a), regardless of day of week or time of day.
Households with no commuters on weekends or in the evening/nighttime, will follow the applicable sequence in Figure 51(b). Transients will always follow one of the sequences of Figure 51(b). Some transients away from their residence could elect to evacuate immediately without returning to the residence, as indicated in the second sequence.
Catawba Nuclear Station                               53                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

It is seen from Figure 51, that the Trip Generation time (the total elapsed time from Event 1 to Event 5) depends on the scenario and will vary from one household to the next. Furthermore, Event 5 depends, in a complicated way, on the time distributions of all activities preceding that event. That is, to estimate the time distribution of Event 5, we must obtain estimates of the time distributions of all preceding events. For this study, we adopt the conservative posture that all activities will occur in sequence.
In some cases, assuming certain events occur strictly sequential (for instance, commuter returning home before beginning preparation to leave) can result in rather conservative (that is, longer) estimates of mobilization times. It is reasonable to expect that at least some parts of these events will overlap for many households, but that assumption is not made in this study.
5.3     Estimated Time Distributions of Activities Preceding Event 5 The time distribution of an event is obtained by "summing" the time distributions of all prior contributing activities. (This "summing" process is quite different than an algebraic sum since it is performed on distributions - not scalar numbers).
Time Distribution No. 1, Notification Process: Activity 1  2 Federal regulations (10CFR50 Appendix E, Item IV.D.3) stipulate, [t]he design objective of the prompt public alert and notification system shall be to have the capability to essentially complete the initial alerting and initiate notification of the public within the plume exposure pathway EPZ within about 15 minutes. Furthermore, Item 2 of Section B in Appendix 3 of NUREG0654/FEMAREP1 states that special arrangements will be made to assure 100 percent coverage within 45 minutes of the population who may not have received the initial notification within the entire plume exposure EPZ.
Given the federal regulations and guidance, and the assumed presence of sirens within the EPZ, it is assumed that 87 percent of those within the EPZ will be aware of the accident within 30 minutes with the remainder notified within the following 15 minutes. The notification distribution is provided in Table 52. The distribution is plotted in Figure 52.
Distribution No. 2, Prepare to Leave Work: Activity 2  3 It is reasonable to expect that the vast majority of business enterprises within the EPZ will elect to shut down following notification and most employees would leave work quickly. Commuters, who work outside the EPZ could, in all probability, also leave quickly since facilities outside the EPZ would remain open and other personnel would remain. Personnel or farmers responsible for equipment/livestock would require additional time to secure their facility. The distribution of Activity 2  3 shown in Table 53 reflects data obtained by the telephone survey for employees working inside or outside of the EPZ who returns home prior to evacuating. This distribution is also applicable for residents to leave stores, restaurants, parks and other locations within the EPZ. This distribution is plotted in Figure 52.
Catawba Nuclear Station                           54                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Distribution No. 3, Travel Home: Activity 3  4 These data are provided directly by those households which responded to the telephone survey. This distribution is plotted in Figure 52 and listed in Table 54.
Distribution No. 4, Prepare to Leave Home:      Activity 2, 4  5 These data are provided directly by those households which responded to the telephone survey. This distribution is plotted in Figure 52 and listed in Table 55.
5.4    Calculation of Trip Generation Time Distribution The time distributions for each of the mobilization activities presented herein must be combined to form the appropriate Trip Generation Distributions. As discussed above, this study assumes that the stated events take place in sequence such that all preceding events must be completed before the current event can occur. For example, if a household awaits the return of a commuter, the worktohome trip (Activity 3  4) must precede Activity 4  5.
To calculate the time distribution of an event that is dependent on two sequential activities, it is necessary to sum the distributions associated with these prior activities. The distribution summing algorithm is applied repeatedly to form the required distribution. As an outcome of this procedure, new time distributions are formed; we assign letter designations to these intermediate distributions to describe the procedure. Table 56 presents the summing procedure to arrive at each designated distribution.
Table 57 presents a description of each of the final trip generation distributions achieved after the summing process is completed.
5.4.1 Statistical Outliers As already mentioned, some portion of the survey respondents answer dont know to some questions or choose to not respond to a question. The mobilization activity distributions are based upon actual responses. But, it is the nature of surveys that a few numeric responses are inconsistent with the overall pattern of results. An example would be a case in which for 500 responses, almost all of them estimate less than two hours for a given answer, but 3 say four hours and 4 say six or more hours.
These outliers must be considered: are they valid responses, or so atypical that they should be dropped from the sample?
In assessing outliers, there are three alternatives to consider:
: 1) Some responses with very long times may be valid, but reflect the reality that the respondent really needs to be classified in a different population subgroup, based upon special needs;
: 2) Other responses may be unrealistic (6 hours to return home from commuting distance, or 2 days to prepare the home for departure);
Catawba Nuclear Station                            55                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0
: 3) Some high values are representative and plausible, and one must not cut them as part of the consideration of outliers.
The issue of course is how to make the decision that a given response or set of responses are to be considered outliers for the component mobilization activities, using a method that objectively quantifies the process.
There is considerable statistical literature on the identification and treatment of outliers singly or in groups, much of which assumes the data is normally distributed and some of which uses non parametric methods to avoid that assumption. The literature cites that limited work has been done directly on outliers in sample survey responses.
In establishing the overall mobilization time/trip generation distributions, the following principles are used:
: 1) It is recognized that the overall trip generation distributions are conservative estimates, because they assume a household will do the mobilization activities sequentially, with no overlap of activities;
: 2) The individual mobilization activities (prepare to leave work, travel home, prepare home) are reviewed for outliers, and then the overall trip generation distributions are created (see Figure 51, Table 56, Table 57);
: 3) Outliers can be eliminated either because the response reflects a special population (e.g.
special needs, transit dependent) or lack of realism, because the purpose is to estimate trip generation patterns for personal vehicles;
: 4) To eliminate outliers, a) the mean and standard deviation of the specific activity are estimated from the responses, b) the median of the same data is estimated, with its position relative to the mean noted, c) the histogram of the data is inspected, and d) all values greater than 3.5 standard deviations are flagged for attention, taking special note of whether there are gaps (categories with zero entries) in the histogram display.
In general, only flagged values more than 4 standard deviations from the mean are allowed to be considered outliers, with gaps in the histogram expected.
When flagged values are classified as outliers and dropped, steps a to d are repeated.
: 5) As a practical matter, even with outliers eliminated by the above, the resultant histogram, viewed as a cumulative distribution, is not a normal distribution. A typical situation that results is shown in Figure 53.
: 6) In particular, the cumulative distribution differs from the normal distribution in two key aspects, both very important in loading a network to estimate evacuation times:
Most of the real data is to the left of the normal curve above, indicating that the network loads faster for the first 8085% of the vehicles, potentially causing more (and Catawba Nuclear Station                            56                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

earlier) congestion than otherwise modeled; The last 1015% of the real data tails off slower than the comparable normal curve, indicating that there is significant traffic still loading at later times.
Because these two features are important to preserve, it is the histogram of the data that is used to describe the mobilization activities, not a normal curve fit to the data. One could consider other distributions, but using the shape of the actual data curve is unambiguous and preserves these important features;
: 7) With the mobilization activities each modeled according to Steps 16, including preserving the features cited in Step 6, the overall (or total) mobilization times are constructed.
This is done by using the data sets and distributions under different scenarios (e.g. commuter returning, no commuter returning). In general, these are additive, using weighting based upon the probability distributions of each element; Figure 54 presents the combined trip generation distributions for each population group considered. These distributions are presented on the same time scale. (As discussed earlier, the use of strictly additive activities is a conservative approach, because it makes all activities sequential - preparation for departure follows the return of the commuter, and so forth. In practice, it is reasonable that some of these activities are done in parallel, at least to some extent - for instance, preparation to depart begins by a household member at home while the commuter is still on the road.)
The mobilization distributions that result are used in their tabular/graphical form as direct inputs to later computations that lead to the ETE.
The DYNEV II simulation model is designed to accept varying rates of vehicle trip generation for each origin centroid, expressed in the form of histograms. These histograms, which represent Distributions A, C and D properly displaced with respect to one another, are tabulated in Table 58 (Distribution B, Arrive Home, omitted for clarity).
The final time period (15) is 600 minutes long. This time period is added to allow the analysis network to clear, in the event congestion persists beyond the trip generation period. Note that there are no trips generated during this final time period.
5.4.2 Staged Evacuation Trip Generation As defined in NUREG/CR7002, staged evacuation consists of the following:
: 1. Zones comprising the 2mile region are advised to evacuate immediately
: 2. Zones comprising regions extending from 2 to 5 miles downwind are advised to shelter inplace while the 2mile region is cleared
: 3. As vehicles evacuate the 2mile region, sheltered people from 2 to 5 miles downwind continue preparation for evacuation
: 4. The population sheltering in the 2 to 5mile region are advised to begin evacuating when approximately 90% of those originally within the 2 mile region evacuate across the 2 mile region boundary Catawba Nuclear Station                              57                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0
: 5. Noncompliance with the shelter recommendation is the same as the shadow evacuation percentage of 20%
Assumptions
: 1. The EPZ population in zones beyond 5 miles will shelterinplace. A noncompliance voluntary evacuation percentage of 20% is assumed for this population.
: 2. The population in the shadow region beyond the EPZ boundary, extending to approximately 15 miles radially from the plant, will react as they do for all nonstaged evacuation scenarios. That is 20% of these households will elect to evacuate with no shelter delay.
: 3. The transient population will not be expected to stage their evacuation because of the limited sheltering options available to people who may be at parks, on a beach, or at other venues. Also, notifying the transient population of a staged evacuation would prove difficult.
: 4. Employees will also be assumed to evacuate without first sheltering.
Procedure
: 1. Trip generation for population groups in the 2mile region will be as computed based upon the results of the telephone survey and analysis.
: 2. Trip generation for the population subject to staged evacuation will be formulated as follows:
: a. Identify the 90th percentile evacuation time for the zones comprising the two mile region. This value, TScen*, obtained from simulation results. It will become the time at which the region being sheltered will be told to evacuate for each scenario.
: b. The resultant trip generation curves for staging are then formed as follows:
: i. The nonshelter trip generation curve is followed until a maximum of 20%
of the total trips are generated (to account for shelter noncompliance).
ii. No additional trips are generated until time TScen*
iii. Following time TScen*, the balance of trips are generated:
: 1. by stepping up and then following the nonshelter trip generation curve (if TScen* is < max trip generation time) or
: 2. by stepping up to 100% (if TScen* is > max trip generation time)
: c. Note: This procedure implies that there may be different staged trip generation distributions for different scenarios. NUREG/CR7002 uses the statement approximately 90th percentile as the time to end staging and begin evacuating.
The value of TScen* is 2:00.
: 3. Staged trip generation distributions are created for the following population groups:
: a. Residents with returning commuters
: b. Residents without returning commuters Catawba Nuclear Station                               58                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Figure 55 presents the staged trip generation distributions for both residents with and without returning commuters; the 90th percentile twomile evacuation time is 120 minutes. At the 90th percentile evacuation time, approximately 20% of the population (who have completed their mobilization activities) advised to shelter has nevertheless departed the area. These people do not comply with the shelter advisory. Also included on the plot are the trip generation distributions for these groups as applied to the regions advised to evacuate immediately.
Since the 90th percentile evacuation time occurs before the end of the trip generation time, after the sheltered region is advised to evacuate, the shelter trip generation distribution rises to meet the balance of the nonstaged trip generation distribution. Following time TScen*, the balance of staged evacuation trips that are ready to depart are released within 15 minutes. After TScen*+15, the remainder of evacuation trips are generated in accordance with the unstaged trip generation distribution.
Table 59 provides the trip generation histograms for staged evacuation.
5.4.3 Evacuation of Waterways Appendix 8 of the Catawba Response Activity Procedures (2010) establishes the organizational responsibilities of emergency management and law enforcement agencies, of both North and South Carolina, in the event of an incident at the Catawba Nuclear Station (CNS) requires the evacuation of those portions of Lake Wylie and the Catawba River within the 10mile EPZ. This plan includes a fixed siren system, and boats used for alert and access control on either end of the EPZ boundary.
As discussed in Section 2.3, this study assumes a rapidly escalating general emergency. As indicated in Table 52, this study assumes 100% notification in 45 minutes which is consistent with the FEMA REP Manual. Table 58 indicates that all transients will have mobilized within 2 hours. It is assumed that this 2hour timeframe is sufficient time for boaters, campers and other transients to return to their vehicles or lodging facilities, pack their belongings and begin their evacuation trip.
Catawba Nuclear Station                          59                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

Table 51. Event Sequence for Evacuation Activities Event Sequence                    Activity                 Distribution 12             Receive Notification                       1 23             Prepare to Leave Work                      2 2,3  4          Travel Home                                3 2,4  5          Prepare to Leave to Evacuate               4 Table 52. Time Distribution for Notifying the Public Elapsed Time                Percent of (Minutes)            Population Notified 0                        0%
5                        7%
10                        13%
15                        27%
20                        47%
25                        66%
30                        87%
35                        92%
40                        97%
45                       100%
Table 53. Time Distribution for Employees to Prepare to Leave Work Cumulative                                    Cumulative Elapsed Time         Percent Employees         Elapsed Time        Percent Employees (Minutes)             Leaving Work             (Minutes)            Leaving Work 0                       0%                    40                     91%
5                      39%                    45                     93%
10                      58%                    50                     93%
15                      69%                    55                     93%
20                      73%                    60                     99%
25                      74%                    75                     99%
30                      89%                    90                    100%
35                      90%
NOTE: The survey data was normalized to distribute the "Don't know" response. That is, the sample was reduced in size to include only those households who responded to this question. The underlying assumption is that the distribution of this activity for the Dont know responders, if the event takes place, would be the same as those responders who provided estimates.
Catawba Nuclear Station                                   510                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Table 54. Time Distribution for Commuters to Travel Home Cumulative                                  Cumulative Elapsed Time             Percent              Elapsed Time           Percent (Minutes)         Returning Home              (Minutes)       Returning Home 0                      0                     40                 89%
5                     9%                     45                 95%
10                    21%                     50                 95%
15                    36%                     55                 95%
20                    53%                     60                 98%
25                    60%                     75                 99%
30                    79%                     90                100%
35                    83%
NOTE: The survey data was normalized to distribute the "Don't know" response Table 55. Time Distribution for Population to Prepare to Evacuate Cumulative Elapsed Time         Percent Ready to (Minutes)                Evacuate 0                     0%
15                    18%
30                    53%
45                    61%
60                    79%
75                    89%
90                    91%
105                    91%
120                    95%
135                    98%
150                    98%
165                    98%
180                    99%
195                    100%
NOTE: The survey data was normalized to distribute the "Don't know" response Catawba Nuclear Station                                 511                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Table 56. Mapping Distributions to Events Apply Summing Algorithm To:                   Distribution Obtained     Event Defined Distributions 1 and 2                         Distribution A            Event 3 Distributions A and 3                         Distribution B            Event 4 Distributions B and 4                         Distribution C            Event 5 Distributions 1 and 4                         Distribution D            Event 5 Table 57. Description of the Distributions Distribution       Description Time distribution of commuters departing place of work (Event 3). Also applies A           to employees who work within the EPZ who live outside, and to Transients within the EPZ.
B           Time distribution of commuters arriving home (Event 4).
Time distribution of residents with commuters who return home, leaving home C
to begin the evacuation trip (Event 5).
Time distribution of residents without commuters returning home, leaving home D
to begin the evacuation trip (Event 5).
Catawba Nuclear Station                                                   512                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Table 58. Trip Generation Histograms for the EPZ Population for Unstaged Evacuation Percent of Total Trips Generated Within Indicated Time Period Residents Residents with         Without Time       Duration          Employees             Transients           Commuters          Commuters Period        (Min)        (Distribution A)      (Distribution A)      (Distribution C)   (Distribution D) 1            15                7%                    7%                    0%                 1%
2            15                31%                  31%                    0%                10%
3            15                34%                  34%                    2%                22%
4            15                16%                  16%                    8%                22%
5            15                6%                    6%                   14%                15%
6            15                4%                    4%                   16%                12%
7            15                1%                    1%                   16%                 7%
8            15                1%                    1%                   13%                 2%
9            15                0%                    0%                   10%                 2%
10            15                0%                    0%                    6%                 3%
11            30                0%                    0%                    8%                 2%
12            30                0%                    0%                    4%                 1%
13            30                0%                    0%                    2%                 1%
14            30                0%                    0%                    1%                 0%
15           600                0%                    0%                    0%                 0%
NOTE:
Shadow vehicles are loaded onto the analysis network (Figure 12) using Distribution C.
Special event vehicles are loaded using Distribution A.
Catawba Nuclear Station                                                   513                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                        Rev. 0

Table 59. Trip Generation Histograms for the EPZ Population for Staged Evacuation Percent of Total Trips Generated Within Indicated Time Period*
Residents Residents with            Without Time        Duration        Commuters              Commuters Period        (Min)        (Distribution C)       (Distribution D) 1            15                 0%                    0%
2            15                 0%                    2%
3            15                 0%                    5%
4            15                 2%                    4%
5            15                 3%                    3%
6            15                 3%                    2%
7            15                 3%                    2%
8            15                 3%                    0%
9            15                65%                   75%
10            15                 6%                    3%
11            30                 8%                    2%
12            30                 4%                    1%
13            30                 2%                    1%
14            30                 1%                    0%
15            600                0%                    0%
                   *Trip Generation for Employees and Transients (see Table 58) is the same for Unstaged and Staged Evacuation.
Catawba Nuclear Station                              514                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

1           2           3                   4                 5 Residents                                                                                Households wait 1
for Commuters Households without Residents 1          2           5                                           Commuters and households who do not wait for Commuters (a) Accident occurs during midweek, at midday; year round Residents, Transients 1          2           4            5 Return to residence, away from                                                                                then evacuate Residence Residents,            1          2           5                                           Residents at home; Transients at                                                                            transients evacuate directly Residence (b) Accident occurs during weekend or during the evening2 1          2          3, 5 (c) Employees who live outside the EPZ ACTIVITIES                                               EVENTS 1      2 Receive Notification                               1. Notification 2     3 Prepare to Leave Work                              2. Aware of situation 2, 3      4 Travel Home                                        3. Depart work 2, 4      5 Prepare to Leave to Evacuate                       4. Arrive home
: 5. Depart on evacuation trip Activities Consume Time 1
Applies for evening and weekends also if commuters are at work.
2 Applies throughout the year for transients.
Figure 51. Events and Activities Preceding the Evacuation Trip Catawba Nuclear Station                                 515                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Mobilization Activities 100%
80%
60%
Notification Prepare to Leave Work 40%                                                                                         Travel Home Prepare Home 20%
Percent of Population Completing Mobilization Activity 0%
0   30     60             90              120            150             180   210 Elapsed Time from Start of Mobilization Activity (min)
Figure 52. Evacuation Mobilization Activities Catawba Nuclear Station                                                                                         516                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                    Rev. 0

100.0%
90.0%
80.0%
70.0%
60.0%
50.0%
40.0%
Cumulative Percentage (%)
30.0%
20.0%
10.0%
0.0%
2.5   7.5   12.5   17.5     22.5   27.5      32.5     37.5   42.5   47.5   52.5   57.5   67.5   82.5   97.5   112.5 Center of Interval (minutes)
Cumulative Data                    Cumulative Normal Figure 53. Comparison of Data Distribution and Normal Distribution Catawba Nuclear Station                                                                                  517                                                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                                      Rev. 0

Trip Generation Distributions Employees/Transients           Residents with Commuters           Residents with no Commuters 100 80 60 40 20 Percent of Population Beginning Evacuation Trip 0
0   30          60            90           120           150           180         210          240              270 Elapsed Time from Evacuation Advisory (min)
Figure 54. Comparison of Trip Generation Distributions Catawba Nuclear Station                                                                                       518                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                              Rev. 0

Staged and Unstaged Evacuation Trip Generation Employees / Transients                                       Residents with Commuters Residents with no Commuters                                  Staged Residents with Commuters Staged Residents with no Commuters 100 80 60 40 Percent of Population Evacuating 20 0
0   30           60                90           120            150           180            210              240              270 Elapsed Time from Evacuation Advisory (min)
Figure 55. Comparison of Staged and Unstaged Trip Generation Distributions in the 2 to 5 Mile Region Catawba Nuclear Station                                                                         519                                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                   Rev. 0

6    DEMAND ESTIMATION FOR EVACUATION SCENARIOS An evacuation case defines a combination of Evacuation Region and Evacuation Scenario.
The definitions of Region and Scenario are as follows:
Region            A grouping of contiguous evacuating zones that forms either a keyhole sectorbased area, or a circular area within the EPZ, that must be evacuated in response to a radiological emergency.
Scenario          A combination of circumstances, including time of day, day of week, season, and weather conditions. Scenarios define the number of people in each of the affected population groups and their respective mobilization time distributions.
A total of 37 Regions were defined which encompass all the groupings of zones considered.
These Regions are defined in Table 61. The zone configurations are identified in Table 61.
Each keyhole sectorbased area consists of a central circle centered at the power plant, and three adjoining sectors, each with a central angle of 22.5 degrees, as per NUREG/CR7002 guidance. The central sector coincides with the wind direction. These sectors extend to 5 miles from the plant (Regions R07 through R16) or to the EPZ boundary (Regions R17 through R26).
Regions R01, R02 and R03 represent evacuations of circular areas with radii of 2, 5 and 10 miles, respectively. Regions R04 through R06 are evacuations of each of the counties in the EPZ, which was requested by the offsite agencies. Regions R27 through R37 are identical to Regions R02 and R07 through R16, respectively; however, those zones between 2 miles and 5 miles are staged until 90% of the 2mile region (Region R01) has evacuated.
Each Zone that intersects the keyhole is included in the Region; however, there are instances when a small portion (a sliver) of a Zone is within the keyhole and the population within that small portion is low (500 people or 10% of the Zone population, whichever is less). Under those circumstances, the Zone would not be included in the Region so as to not evacuate large numbers of people outside of the keyhole for a small number of people that are actually in the keyhole. For example, in Region R13, there is a very small area (0.35 square miles) of Zone B1 within the keyhole with wind from the SW. There are 14 homes and approximately 35 people within the small area of Zone B1 within the keyhole, versus approximately 12,680 residents living in all of Zone B1. Zone B1 is not included in Region R13 because there are 35 people, or 0.3% of the Zone population, within the keyhole. It would not be prudent to evacuate 12,645 people that are not within the keyhole because 35 people are within the keyhole. Similarly, in Region R09, there is a small area of Zone C1 within the keyhole that does not meet the aforementioned population criteria, and this Zone is not included in the Region. Also, the small area of Zone A1, Zone E2, and Zone F3 in Region R16, Region R17, and Region R19, respectively, does not meet the population criteria and is not included in the Region.
A total of 14 Scenarios were evaluated for all Regions. Thus, there are a total of 37x14=518 evacuation cases. Table 62 provides a description of all Scenarios.
Catawba Nuclear Station                          61                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Each combination of Region and Scenario implies a specific population to be evacuated. The population group and the vehicle estimates presented in Section 3 and in Appendix E are peak values. These peak values are adjusted depending on the scenario and region being considered, using Scenario and Region specific percentages, such that the average population is considered for each evacuation case. The Scenario percentages are presented in Table 63, while the Region percentages are provided in Table H1.
Table 64 presents the vehicle counts for each Scenario for an evacuation of Region R03 - the entire EPZ, based on the scenario percentages in Table 63. The percentages presented in Table 63 were determined as follows:
The number of residents with commuters during the week (when workforce is at its peak) is equal to the product of 56% (the number of households with at least one commuter) and 53%
(the number of households with a commuter that would await the return of the commuter prior to evacuating). See assumption 17 in Section 2.3. It is estimated for weekend and evening scenarios that 10% of households with returning commuters will have a commuter at work during those times.
Employment is assumed to be at its peak during the winter, midweek, midday scenarios.
Employment is reduced slightly (96%) for summer, midweek, midday scenarios. This is based on the estimation that 50% of the employees commuting into the EPZ will be on vacation for a week during the approximate 12 weeks of summer. It is further estimated that those taking vacation will be uniformly dispersed throughout the summer with approximately 4% of employees vacationing each week. It is further estimated that only 10% of the employees are working in the evenings and during the weekends.
Transient activity is estimated to be at its peak during summer weekends and less (80%) during the week. As shown in Appendix E, there is a significant amount of lodging and campgrounds offering overnight accommodations in the EPZ; thus, transient activity is estimated to be 50%
for summer and 25% for winter during evening hours. Transient activity on winter weekends is estimated to be 50%.
As noted in the shadow footnote to Table 63, the shadow percentages are computed using a base of 20% (see assumption 2 in Section 2.2); to include the employees within the shadow region who may choose to evacuate, the voluntary evacuation is multiplied by a scenario specific proportion of employees to permanent residents in the shadow region. For example, using the values provided in Table 64 for Scenario 1, the shadow percentage is computed as follows:
46,716 20%      1                        27%
41,594 98,584 One special event - a Concert at Carowinds Paladium Amphitheatre - was considered as Scenario 13. Thus, the special event traffic is 100% evacuated for Scenario 13, and 0% for all other scenarios.
Catawba Nuclear Station                          62                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

As discussed in Section 7, schools are in session during the winter season, midweek, midday and 100% of buses will be needed under those circumstances. It is estimated that summer school enrollment is approximately 10% of enrollment during the regular school year for summer, midweek, midday scenarios. School is not in session during weekends and evenings, thus no buses for school children are needed under those circumstances. The commuting college students at Winthrop University and York Technical College, who live outside of the EPZ, are assumed to have the same scenario percentages as the school buses within the EPZ. Transit buses for the transitdependent population are set to 100% for all scenarios as it is assumed that the transitdependent population is present in the EPZ for all scenarios.
Transit buses for the transitdependent population and vehicles for medical and correctional facilities are set to 100% for all Scenarios as it is assumed that the transitdependent, medical, and correctional population is present in the EPZ for all Scenarios.
External traffic is estimated to be reduced by 60% during evening scenarios and is 100% for all other scenarios.
Catawba Nuclear Station                           63                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table 61. Description of Evacuation Regions Basic Regions Zone Region          Description         A0    A1    A2  A3    B1    B2    C1    C2 D1       D2    E1    E2   F1   F2  F3 R01           2Mile Ring          x R02           5Mile Ring          x     x               x           x            x          x          x R03             Full EPZ           x     x     x   x     x     x     x     x      x    x     x     x    x    x   x R04          York County           x                     x     x     x     x      x    x     x     x    x    x R05          Meck. County          x     x     x   x R06         Gaston County                                                                                        x Evacuate 2Mile Region and Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R07             N, NNE             x                                 x            x R08                NE              x                                 x            x          x R09              ENE, E            x                                              x          x R10               ESE              x                                                         x R11             SE, SSE            x                                                         x          x R12                 S              x     x                                                   x          x R13            SSW, SW             x     x                                                              x R14              WSW               x     x               x R15                W               x     x               x           x R16        WNW, NW, NNW            x                     x           x Evacuate 5Mile Region and Downwind to the EPZ Boundary Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R17           N, NNE, NE           x     x               x           x     x      x    x     x          x R18               ENE              x     x               x           x            x    x     x     x    x R19              E, ESE            x     x               x           x            x    x     x     x    x    x R20                SE              x     x               x           x            x          x     x    x    x   x R21               SSE              x     x               x           x            x          x          x    x   x R22             S, SSW             x     x     x         x           x            x          x          x    x   x R23               SW               x     x     x   x     x     x     x            x          x          x        x R24             WSW, W             x     x     x   x     x     x     x            x          x          x R25              WNW               x     x         x     x     x     x     x      x          x          x R26           NW, NNW              x     x               x     x     x     x      x          x          x Staged Evacuation  2Mile Region Evacuates, then Evacuate Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R27           5Mile Ring          x     x               x           x            x          x          x R28             N, NNE             x                                 x            x R29                NE              x                                 x            x          x R30              ENE, E            x                                              x          x R31               ESE              x                                                         x R32             SE, SSE            x                                                         x          x R33                 S              x     x                                                   x          x R34            SSW, SW             x     x                                                              x R35              WSW               x     x               x R36                W               x     x               x           x R37        WNW, NW, NNW            x                     x           x Key Zone(s) Evacuate         Zone(s) ShelterinPlace          ShelterinPlace until 90% ETE for R01, then Evacuate Catawba Nuclear Station                                     64                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                              Rev. 0

Table 62. Evacuation Scenario Definitions Day of           Time of Scenario        Season1           Week               Day         Weather             Special 1          Summer           Midweek           Midday           Good               None 2          Summer           Midweek           Midday           Rain               None 3          Summer           Weekend           Midday           Good               None 4          Summer           Weekend           Midday           Rain               None Midweek, 5          Summer                             Evening          Good               None Weekend 6           Winter          Midweek           Midday           Good               None 7           Winter          Midweek           Midday           Rain               None 8           Winter          Midweek           Midday            Ice               None 9           Winter          Weekend           Midday           Good               None 10           Winter          Weekend           Midday           Rain               None 11           Winter          Weekend           Midday            Ice               None Midweek, 12           Winter                            Evening          Good               None Weekend Concert at Carowinds 13          Summer           Weekend           Midday           Good            Paladium Amphitheatre Lane Closure on I77 14          Summer           Midweek           Midday           Good Southbound 1
Winter means that school is in session (also applies to spring and autumn). Summer means that school is not in session.
Catawba Nuclear Station                                  65                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Table 63. Percent of Population Groups Evacuating for Various Scenarios Special Facilities Households                           Households                                                                                                                                and         External With Returning                   Without Returning                                                                            Special           College          School         Transit       Through Scenario       Commuters                            Commuters                         Employees         Transients        Shadow           Events          Students          Buses           Buses         Traffic 1               30%                                      70%                           96%               80%              27%             0%              10%              10%           100%           100%
2               30%                                      70%                           96%               80%              27%             0%              10%              10%           100%           100%
3               10%                                      90%                           10%              100%              21%             0%              0%               0%            100%           100%
4               10%                                      90%                           10%              100%              21%             0%              0%               0%            100%           100%
5               10%                                      90%                           10%               50%              21%             0%              0%               0%            100%            40%
6               30%                                      70%                          100%               40%              28%             0%             100%             100%           100%           100%
7               30%                                      70%                          100%               40%              28%             0%             100%             100%           100%           100%
8               30%                                      70%                          100%               30%              28%             0%             100%             100%           100%           100%
9               10%                                      90%                           10%               50%              21%             0%              0%               0%            100%           100%
10               10%                                      90%                           10%               50%              21%             0%              0%               0%            100%           100%
11               10%                                      90%                           10%               38%              21%             0%              0%               0%            100%           100%
12               10%                                      90%                           10%               25%              21%             0%              0%               0%            100%            40%
13               10%                                      90%                           10%              100%              21%           100%              0%               0%            100%           100%
14               30%                                      70%                           96%               80%              27%             0%              10%              10%           100%           100%
Resident Households with Commuters ...... Households of EPZ residents who await the return of commuters prior to beginning the evacuation trip.
Resident Households with No Commuters . Households of EPZ residents who do not have commuters or will not await the return of commuters prior to beginning the evacuation trip.
Employees................................................. EPZ employees who live outside the EPZ Transients ................................................. People who are in the EPZ at the time of an event for recreational or other (nonemployment) purposes.
Shadow ..................................................... Residents and employees in the shadow region (outside of the EPZ) who will spontaneously decide to relocate during the evacuation. The basis for the values shown is a 20% relocation of shadow residents along with a proportional percentage of shadow employees.
Special Events ........................................... Additional vehicles in the EPZ due to the identified special event.
College Students.Privately owned college student vehicles for Winthrop University and York Technical College who live outside of the EPZ.
School, Special Facility, and Transit Buses .. Vehicleequivalents present on the road during evacuation servicing schools, medical facilities, correctional facilities, and transitdependent people (1 bus is equivalent to 2 passenger vehicles).
External Through Traffic ............................ Traffic on interstates/freeways and major arterial roads at the start of the evacuation. This traffic is stopped by security road blocks approximately 2 hours after the evacuation begins.
Catawba Nuclear Station                                                                                       66                                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                                               Rev. 0

Table 64. Vehicle Estimates by Scenario Special Households     Households                                                                Facilities With         Without                                                                    and     External       Total Returning      Returning                                     Special     College School  Transit   Through      Scenario Scenario    Commuters      Commuters  Employees Transients    Shadow      Events     Students Buses    Buses     Traffic      Vehicles 1          41,594         98,584    46,716     9,325       42,524                   895    250     859      55,692       296,439 2          41,594         98,584    46,716     9,325       42,524                   895    250     859      55,692       296,439 3           4,159        136,019    4,866     11,656       33,002                                859      55,692       246,253 4           4,159        136,019    4,866     11,656       33,002                                859      55,692       246,253 5           4,159        136,019    4,866      5,828       33,002                                859      22,277       207,010 6          41,594         98,584    48,662     4,662       42,966                 8,949   2,502    859      55,692       304,470 7          41,594         98,584    48,662     4,662       42,966                 8,949   2,502    859      55,692       304,470 8          41,594         98,584    48,662     3,497       42,966                 8,949   2,502    859      55,692       303,305 9           4,159        136,019    4,866      5,828       33,002                                859      55,692       240,425 10           4,159        136,019    4,866      5,828       33,002                                859      55,692       240,425 11           4,159        136,019    4,866      4,429       33,002                                859      55,692       239,026 12           4,159        136,019    4,866      2,914       33,002                                859      22,277       204,096 13           4,159        136,019    4,866     11,656       33,002      5,039                      859      55,692       251,292 14          41,594         98,584    46,716     9,325       42,524                   895    250     859      55,692       296,439 Catawba Nuclear Station                                          67                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

Figure 61. CNS EPZ Zones Catawba Nuclear Station              68           KLD Engineering, P.C.
Evacuation Time Estimate                                         Rev. 0

7     GENERAL POPULATION EVACUATION TIME ESTIMATES (ETE)
This section presents the ETE results of the computer analyses using the DYNEV II System described in Appendices B, C and D. These results cover 37 regions within the Catawba Nuclear Station (CNS) Emergency Planning Zone (EPZ) and the 14 Evacuation Scenarios discussed in Section 6.
The ETE for all Evacuation Cases are presented in Table 71 and Table 72. These tables present the estimated times to clear the indicated population percentages from the Evacuation Regions for all Evacuation Scenarios. The ETE of the 2mile region in both staged and unstaged regions are presented in Table 73 and Table 74. Table 75 defines the Evacuation Regions considered.
The tabulated values of ETE are obtained from the DYNEV II System outputs which are generated at 5minute intervals.
7.1    Voluntary Evacuation and Shadow Evacuation Voluntary evacuees are people within the EPZ in areas for which an Advisory to Evacuate (ATE) has not been issued, yet who elect to evacuate. Shadow evacuation is the voluntary outward movement of some people from the Shadow Region (outside the EPZ) for whom no protective action recommendation has been issued. Both voluntary and shadow evacuations are assumed to take place over the same time frame as the evacuation from within the impacted Evacuation Region.
The ETE for the CNS EPZ addresses the issue of voluntary evacuees in the manner shown in Figure 71. Within the EPZ, 20 percent of permanent residents located in zones outside of the evacuation region who are not advised to evacuate, are assumed to elect to evacuate. Similarly, it is assumed that 20 percent of those people in the Shadow Region will choose to leave the area.
Figure 72 presents the area identified as the Shadow Region. This region extends radially from the plant to cover a region between the EPZ boundary and approximately 15 miles. The population and number of evacuating vehicles in the Shadow Region were estimated using the same methodology that was used for permanent residents within the EPZ (see Section 3.1). As discussed in Section 3.2, it is estimated that a total of 322,506 people reside in the Shadow Region; 20 percent of them would evacuate. See Table 64 for the number of evacuating vehicles from the Shadow Region.
Traffic generated within this Shadow Region including externalexternal traffic, traveling away from the CNS location, has the potential for impeding evacuating vehicles from within the Evacuation Region. All ETE calculations include this shadow traffic movement.
Catawba Nuclear Station                        71                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

7.2    Staged Evacuation As defined in NUREG/CR7002, staged evacuation consists of the following:
: 1. Zones comprising the 2mile region are advised to evacuate immediately.
: 2. Zones comprising regions extending from 2 to 5 miles downwind are advised to shelter inplace while the twomile region is cleared.
: 3. As vehicles evacuate the 2 mile region, people from 2 to 5 miles downwind continue preparation for evacuation while they shelter.
: 4. The population sheltering in the 2 to 5 mile region is advised to evacuate when approximately 90% of the 2 mile region evacuating traffic crosses the 2 mile region boundary.
: 5. Noncompliance with the shelter recommendation is the same as the shadow evacuation percentage of 20%.
See Section 5.4.2 for additional information on staged evacuation.
7.3    Patterns of Traffic Congestion during Evacuation Figure 73 through Figure 78 illustrate the patterns of traffic congestion that arise for the case when the entire EPZ (Region R03) is advised to evacuate during the summer, midweek, midday period under good weather conditions (Scenario 1).
Traffic congestion, as the term is used here, is defined as Level of Service (LOS) F. LOS F is defined as follows (HCM 2010, page 55):
The HCM uses LOS F to define operations that have either broken down (i.e., demand exceeds capacity) or have exceeded a specified service measure value, or combination of service measure values, that most users would consider unsatisfactory. However, particularly for planning applications where different alternatives may be compared, analysts may be interested in knowing just how bad the LOS F condition is. Several measures are available to describe individually, or in combination, the severity of a LOS F condition:
* Demandtocapacity ratios describe the extent to which capacity is exceeded during the analysis period (e.g., by 1%, 15%, etc.);
* Duration of LOS F describes how long the condition persists (e.g., 15 min, 1 h, 3 h); and
* Spatial extent measures describe the areas affected by LOS F conditions. These include measures such as the back of queue, and the identification of the specific intersection approaches or system elements experiencing LOS F conditions.
All highway "links" which experience LOS F are delineated in these Figures by a thick red line; all others are lightly indicated. Congestion develops rapidly around concentrations of population and traffic bottlenecks.
Catawba Nuclear Station                            72                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Figure 73 displays the developing congestion within the population centers of Charlotte to the northeast of CNS, Fort Mill to the east, and Rock Hill to the southeast, just 30 minutes after the Advisory to Evacuate (ATE). Note that Interstate77 (I77), and Interstate 485 (I485) which are servicing the externalexternal trips, as well as the evacuating trips, are displaying heavy traffic demand (LOS E and F) on various sections throughout the study area.
At one hour after the ATE, Figure 74 displays fullydeveloped congestion within the major population centers within the study area including Charlotte, Fort Mill, Rock Hill, York, Clover, and southern Gastonia. At this time, approximately 50% of evacuees have mobilized and 22%
have successfully evacuated the EPZ. I77 and I485 also exhibit congested conditions.
Congestion never fully develops within the 2mile region with a peak LOS C that clears 10 minutes prior at 50 minutes after the ATE.
At 3 hours and 45 minutes after the ATE, as shown in Figure 75, congestion has cleared within 5miles of the plant as well as the portions of the towns of Clover, York and southern Gastonia within the EPZ. At this time, 99% of evacuees have mobilized and just over 80% of vehicles have evacuated the EPZ. Congestion persists in major population areas south and east of the plant including Charlotte, Fort Mill, Rock Hill. Congestion persists along I77 and I485 as evacuees continue to access these interstates. Due to the severe congestion along I77 southbound in the southwest of the EPZ, vehicles evacuating from Rock Hill to choose several alternate evacuation routes to exit the EPZ including US21, State Route 72, State Highway 101, and State Route 322.
At 5 hours and 15 minutes after the ATE, as shown in Figure 76, congestion continues to move radially away from the plant. Congestion has completely cleared in the northwest quadrant and has cleared in all major population centers except Fort Mill. I77 in north of the intersection of with State Route 161 is now clear, but I77 southbound exiting the EPZ remains heavily congested. The I485 inner and outer loops are now clear of congestion. All evacuees have completed their mobilization activities 45 minutes prior at 4 hours and 30 minutes after the ATE and no additional evacuees have mobilized. At this time, 98% of vehicles have exited the EPZ.
At 6 hours and 15 minutes after the ATE, as shown in Figure 77, congestion has completely cleared within the EPZ and all vehicles have exited the EPZ. Congestion only persists in the shadow region south of Rock Hill (Zone C2) along I77. As vehicles evacuate south, I77 experiences LOS F conditions. US21, State Route 901 and State Route 72 southbound also remain congested as vehicles continue to avoid I77 and travel toward Chester and Lancaster.
At 6 hours and 45 minutes after the ATE, as shown in Figure 78, the last remaining congestion in the study area clears the Shadow Region boundary. All congestion in the network clears at 7 hours and 30 minutes after the ATE.
7.4   Evacuation Rates Evacuation is a continuous process, as implied by Figure 79 through Figure 722. These Figures indicate the rate at which traffic flows out of the indicated areas for the case of an evacuation of the full EPZ (Region R03) under the indicated conditions. One figure is presented for each scenario considered.
Catawba Nuclear Station                          73                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

As indicated in Figure 79 through Figure 722, there is typically a long "tail" to these distributions. Vehicles begin to evacuate an area slowly at first, as people respond to the ATE at different rates. Then traffic demand builds rapidly (slopes of curves increase). When the system becomes congested, traffic exits the EPZ at rates somewhat below capacity until some evacuation routes have cleared. As more routes clear, the aggregate rate of egress slows since many vehicles have already left the EPZ. Towards the end of the process, relatively few evacuation routes service the remaining demand.
This decline in aggregate flow rate, towards the end of the process, is characterized by these curves flattening and gradually becoming horizontal. Ideally, it would be desirable to fully saturate all evacuation routes equally so that all will service traffic near capacity levels and all will clear at the same time. For this ideal situation, all curves would retain the same slope until the end - thus minimizing evacuation time. In reality, this ideal is generally unattainable reflecting the spatial variation in population density, mobilization rates and in highway capacity over the EPZ.
7.5    Evacuation Time Estimate (ETE) Results Table 71 through Table 72 present the ETE values for all 37 Evacuation Regions and all 14 Evacuation Scenarios. Table 73 through Table 74 present the ETE values for the 2Mile region for both staged and unstaged keyhole regions downwind to 5 miles. The tables are organized as follows:
Table                                    Contents ETE represents the elapsed time required for 90% of the population 71      within a Region, to evacuate from that Region. All Scenarios are considered, as well as Staged Evacuation scenarios.
ETE represents the elapsed time required for 100% of the population 72      within a Region, to evacuate from that Region. All Scenarios are considered, as well as Staged Evacuation scenarios.
ETE represents the elapsed time required for 90% of the population 73      within the 2mile Region, to evacuate from that Region with both Concurrent and Staged Evacuations.
ETE represents the elapsed time required for 100% of the population 74      within the 2mile Region, to evacuate from that Region with both Concurrent and Staged Evacuations.
The animation snapshots described above reflect the ETE statistics for the concurrent (un staged) evacuation scenarios and regions, which are displayed in Figure 73 through Figure 78.
Most of the congestion is located in Zones A2, B2 and C2 which are beyond the 5mile area; this is reflected in the ETE statistics:
Catawba Nuclear Station                             74                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

The 90th percentile ETE for Regions R01 and R02 (2 and 5mile regions) are comparable and generally range between 1:55 (hr:min) and 2:20.
The 90th percentile ETE for Regions R03 (full EPZ) and R17 - R26 (which extend to the EPZ boundary) are approximately one and a half to three and a half hours longer.
The 100th percentile ETE for all 2 and 5mile Regions and for all Scenarios generally parallel the mobilization times (4:30 maximum for all population groups plus 5 to 10 minutes travel time to exit the EPZ). This implies that the congestion within these portions of the EPZ has mostly dissipated prior to the end of mobilization, as is displayed in Figure 75.
Comparison of Scenarios 3 and 13 in Table 71 indicates that the Special Event - Concert at the Carowinds Paladium Ampitheatre - has little impact on the 90th and 100th percentile ETE (at most an increase in ETE of 15 minutes). The additional 5,039 vehicles present for the special event increase congestion on Carowinds Boulevard and on the ramps to I77. However, this number of vehicles is roughly two percent of the 251,239 total vehicles (see Table 64) for this scenario and does not influence the overall ETE.
Comparison of Scenarios 1 and 14 in Table 71 indicates that the roadway closure - one lane southbound on I77 from the interchange with South Carolina State Route 98 (Exit 88) to the interchange with State Route 901 (Exit 73) - does not have a material impact on 90th percentile ETE - 20 minute increase at most. However, comparison of Scenarios 1 and 14 in Table 72 indicates that the roadway closure does have a material impact on the 100th percentile ETE for an evacuation of the full EPZ with an increase in ETE of 50 minutes. Rock Hill is one of the most congested areas in the EPZ as shown in Figure 73 through Figure 75. I77 southbound is the primary evacuation route for this city. I77 narrows from 4 lanes to 3 lanes south of the interchange with South Carolina State Route 5, and further narrows to 2 lanes south of Tower Rd. Thus, with a single lane closed for the road closure, I77 is reduced to a single lane road south of Tower Rd. The closure of a lane on I77 southbound cuts the capacity of the roadway in this area in half which increases congestion and prolongs ETE at the 100th percentile.
As shown in Table 64, there are about 296,439 vehicles evacuating for Scenario 14, Region 3.
The results of the simulation indicate 26,001 vehicles utilize I77 southbound to evacuate the study area. The small number of vehicles evacuating along the congested portion of I77 constitute less than 10% of evacuating vehicles and therefore does not affect the 90th percentile ETE.
The results of the roadway impact scenario indicate that events such as adverse weather or traffic accidents which close a lane on I77, could impact ETE. State and local police should consider traffic management tactics such as using the shoulder of the roadway as a travel lane or rerouting of traffic along other evacuation routes to avoid overwhelming I77 during an accident or adverse weather. All efforts should be made to remove the blockage on I77, particularly within the first 6 hours of the evacuation.
NUREG/CR7002 recommends that the ETE study consider potential enhancements that could improve ETE. According to the Institute of Nuclear Power Operations (INPO) timeline for the March 2011 accident at the Fukushima Daiichi Power Station, nearly 18 hours elapsed between Catawba Nuclear Station                          75                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

the loss of power at the site and the first release to the atmosphere. The 90th percentile ETE for an evacuation of the entire EPZ (Region R03) is more than 3 hours for all scenarios. The possible countermeasures to reduce ETE are:
Reduce the number of vehicles on the road by educating the public to use fewer vehicles to evacuate. This is very difficult to implement as evacuees are unlikely to leave a significant economic asset such as a personal vehicle behind.
Use contraflow or reverselaning. This technique is so manpower and equipment intensive, 50 to 75 percent of evacuees will have already left the EPZ by the time contraflow is established. As such, ETE benefits would be minimal. Also, contraflow is a significant liability in that vehicles are traveling the wrong way on a road. Most offsite agencies are hesitant to use contraflow for this reason alone.
Identify special treatments at critical intersections - i.e. if northbound and eastbound are both viable evacuation directions from the plant, cones and barricades could be used to channelize the intersection such that one traffic stream is directed northbound and the other eastbound to eliminate any vehicle conflict at the intersection and keep the intersection flowing continuously. This is also manpower and equipment dependent and will have little impact on ETE.
No enhancements are recommended for this site. The 90th percentile ETE are significantly less than the elapsed time before a release during the recent nuclear accident in Japan. Significant manpower and equipment would be needed to implement potential enhancements. The time needed to secure needed personnel and equipment would offset any potential ETE benefits.
7.6   Staged Evacuation Results Table 73 and Table 74 present a comparison of the ETE compiled for the concurrent (un staged) and staged evacuation studies. Note that Regions R27 through R37 are the same geographic areas as Regions R02 and R07 through R16, respectively. The times shown in Table 73 and Table 74 are when the 2mile radius is 90% clear and 100% clear, respectively.
The objective of a staged evacuation strategy is to show that the ETE for the 2mile radius can be significantly reduced (30 minutes or 25%, whichever is less) without significantly impacting people beyond 2 miles from the plant. In all cases, as shown in Table 73 and Table 74, the 90th and 100th percentile ETE for the 2mile radius is unchanged when a staged evacuation is implemented. The reason for this is that the congestion within the 5Mile Region does not extend upstream to the extent that it penetrates to within 2 miles of the plant throughout the evacuation. Consequently, the impedance, due to this congestion within the 5mile area, to evacuees from within the 2mile region is not sufficient to materially influence the 90th percentile ETE for the 2mile region. Therefore, staging the evacuation to sharply reduce congestion within the 5mile region, provides no benefits to evacuees from within the 2mile region.
While failing to provide assistance to evacuees from within 2 miles of the CNS, staging produces a negative impact on the ETE for those evacuating from within the 5mile region. A comparison of ETE between Regions R02 and R07 through R16 with Regions R27 through R37 respectively, Catawba Nuclear Station                            76                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

reveals that staging retards the 90th percentile evacuation time for those in the 2 to 5mile area by up to 1 hour and 10 minutes (see Table 71). This extending of ETE is due to the delay in beginning the evacuation trip, experienced by those who shelter, plus the effect of the trip generation spike (significant volume of traffic beginning the evacuation trip at the same time) that follows their eventual ATE, in creating congestion within the EPZ area beyond 2 miles.
In summary, the staged evacuation option provides no benefits and adversely impacts many evacuees located beyond 2 miles from the CNS.
7.7   Guidance on Using ETE Tables The user first determines the percentile of population for which the ETE is sought (The NRC guidance calls for the 90th percentile). The applicable value of ETE within the chosen table may then be identified using the following procedure:
: 1. Identify the applicable Scenario:
* Season Summer Winter (also Autumn and Spring)
* Day of Week Midweek Weekend
* Time of Day Midday Evening
* Weather Condition Good Weather Rain Ice
* Special Event Concert at the Carowinds Paladium Amphitheatre Road Closure (1 lane on I77 SB is closed)
* Evacuation Staging No, Staged Evacuation is not considered Yes, Staged Evacuation is considered While these Scenarios are designed, in aggregate, to represent conditions throughout the year, some further clarification is warranted:
* The conditions of a summer evening (either midweek or weekend) and rain are not explicitly identified in the Tables. For these conditions, Scenarios (2) and (4) apply.
* The conditions of a winter evening (either midweek or weekend) and rain are not explicitly identified in the Tables. For these conditions, Scenarios (7) and (10) for rain apply.
* The conditions of a winter evening (either midweek or weekend) and ice are not explicitly identified in the Tables. For these conditions, Scenarios (8) and (11) for ice Catawba Nuclear Station                            77                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

apply.
* The seasons are defined as follows:
Summer assumes that public schools are not in session.
Winter (includes Spring and Autumn) considers that public schools are in session.
* Time of Day: Midday implies the time over which most commuters are at work or are travelling to/from work.
: 2. With the desired percentile ETE and Scenario identified, now identify the Evacuation Region:
* Determine the projected azimuth direction of the plume (coincident with the wind direction). This direction is expressed in terms of compass orientation: from N, NNE, NE,
* Determine the distance that the Evacuation Region will extend from the nuclear power plant. The applicable distances and their associated candidate Regions are given below:
2 Miles (Region R01)
To 5 Miles (Region R02 and R07 through R16)
To EPZ Boundary (Regions R03 and R17 through R26)
* Enter Table 75 and identify the applicable group of candidate Regions based on the distance that the selected Region extends from the CNS. Select the Evacuation Region identifier in that row, based on the azimuth direction of the plume, from the first column of the Table.
: 3. Determine the ETE Table based on the percentile selected. Then, for the Scenario identified in Step 1 and the Region identified in Step 2, proceed as follows:
* The columns of Table 71 are labeled with the Scenario numbers. Identify the proper column in the selected Table using the Scenario number defined in Step 1.
* Identify the row in this table that provides ETE values for the Region identified in Step 2.
* The unique data cell defined by the column and row so determined contains the desired value of ETE expressed in Hours:Minutes.
Example It is desired to identify the ETE for the following conditions:
* Sunday, August 10th at 4:00 AM.
* It is raining.
* Wind direction is from the northeast (NE).
* Wind speed is such that the distance to be evacuated is judged to be a 5mile radius and downwind to 10 miles (to EPZ boundary).
* The desired ETE is that value needed to evacuate 90 percent of the population from within the impacted Region.
* A staged evacuation is not desired.
Catawba Nuclear Station                           78                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

Table 71 is applicable because the 90th percentile ETE is desired. Proceed as follows:
: 1. Identify the Scenario as summer, weekend, evening and raining. Entering Table 71, it is seen that there is no match for these descriptors. However, the clarification given above assigns this combination of circumstances to Scenario 4.
: 2. Enter Table 75 and locate the Region described as Evacuate 5Mile Region and Downwind to the EPZ Boundary for wind direction from the NE and read Region R17 in the first column of that row.
: 3. Enter Table 71 to locate the data cell containing the value of ETE for Scenario 4 and Region R17. This data cell is in column (4) and in the row for Region R17; it contains the ETE value of 3:35.
Catawba Nuclear Station                         79                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Table 71. Time to Clear the Indicated Area of 90 Percent of the Affected Population Summer           Summer          Summer                    Winter                            Winter       Winter    Summer      Summer Midweek                                                                 Midweek Midweek          Weekend                                  Midweek                           Weekend                Weekend      Midweek Weekend                                                                 Weekend Scenario:           (1)        (2)   (3)         (4)        (5)          (6)          (7)          (8)         (9)    (10)  (11)   (12)        (13)       (14)
Midday           Midday          Evening                   Midday                           Midday       Evening    Midday       Midday Region           Good              Good                   Good        Good                                  Good                 Good       Special    Roadway Rain              Rain                                 Rain          Ice                Rain   Ice Weather           Weather               Weather      Weather                               Weather              Weather      Event      Impact Entire 2Mile Region, 5Mile Region, EPZ, and Counties R01 (A0) 2:05       2:05  1:55        1:55       1:55         2:05         2:05         2:05        1:55   1:55   1:55  1:55        1:55        2:05 R02 (A0, A1, B1, C1, D1,    2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:05   2:05  2:00        2:00        2:20 E1, F1)
R03 (All Zones) 4:20       4:50  3:45        4:05       3:30         4:35         4:55         5:35        3:35   3:55   4:20  3:25        3:50        4:30 R04 (A0, B1, B2, C1, C2,    4:00       4:25  3:45        4:10       3:30         4:20         4:45         5:15        3:45   4:00   4:25  3:25        3:45        4:20 D1, D2, E1, E2, F2)
R05 (A0, A1, A2, A3) 3:35       4:00  2:45        3:00       2:40         3:35         4:00         4:15        2:50   3:00   3:20  2:40        2:45        3:35 R06 (F3) 2:20       2:20  2:00        2:05       2:05         2:20         2:20         2:20        2:05   2:05   2:05  2:05        2:00        2:20 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 2:15       2:15  1:55        2:00       1:55         2:15         2:15         2:15        1:55   2:00   2:00  1:55        1:55        2:15 R08 (A0, C1, D1, E1) 2:15       2:15  1:55        2:00       1:55         2:15         2:15         2:20        1:55   2:00   2:00  1:55        1:55        2:15 R09 (A0, D1, E1) 2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R10 (A0, E1) 2:20       2:20  2:00        2:00       2:00         2:15         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R11 (A0, E1, F1) 2:20       2:20  2:00        2:00       2:00         2:20         2:20         2:20        2:00   2:00   2:00  2:00        2:00        2:20 R12 (A0, A1, E1, F1) 2:20       2:20  2:00        2:05       2:00         2:20         2:20         2:20        2:05   2:05   2:10  2:05        2:00        2:20 R13 (A0, A1, F1) 2:20       2:20  2:00        2:05       2:00         2:20         2:20         2:25        2:05   2:05   2:10  2:05        2:00        2:25 R14 (A0, A1, B1) 2:20       2:25  2:00        2:10       2:10         2:20         2:20         2:25        2:05   2:10   2:10  2:05        2:00        2:20 Catawba Nuclear Station                                                 710                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Summer           Summer      Summer                    Winter                        Winter       Winter    Summer      Summer Midweek                                                             Midweek Midweek          Weekend                              Midweek                       Weekend                Weekend      Midweek Weekend                                                             Weekend Scenario:           (1)        (2)   (3)         (4)    (5)          (6)         (7)         (8)      (9)     (10)  (11)   (12)        (13)       (14)
Midday           Midday      Evening                   Midday                       Midday       Evening    Midday       Midday Region           Good              Good              Good         Good                              Good                 Good       Special    Roadway Rain              Rain                            Rain         Ice              Rain   Ice Weather           Weather           Weather      Weather                           Weather              Weather      Event      Impact R15 (A0, A1, B1, C1) 2:20       2:20  2:00        2:05   2:05         2:20        2:20        2:20     2:00    2:05   2:05  2:05        2:00        2:20 R16 (A0, B1. C1) 2:20       2:20  1:55        2:00   1:55         2:20        2:20        2:20     2:00    2:00   2:05  2:00        1:55        2:20 5Mile Region and Keyhole to EPZ Boundary R17 (A0, A1, B1, C1, C2,    3:35       3:50  3:15        3:35   3:25         4:05        4:20        4:45     3:25    3:35   3:50  3:20        3:25        3:45 D1, D2, E1, F1)
R18 (A0, A1, B1, C1, D1,    2:30       2:35  2:20        2:25   2:15         2:30        2:40        2:45     2:15    2:25   2:40  2:15        2:20        2:30 D2, E1, E2, F1)
R19 (A0, A1, B1, C1, D1,    2:40       2:40  2:30        2:40   2:35         2:40        2:50        3:05     2:30    2:45   3:00  2:20        2:35        2:40 D2, E1, E2, F1, F2)
R20 (A0, A1, B1, C1, D1,    2:40       2:45  2:15        2:25   2:15         2:40        2:40        3:05     2:15    2:25   2:55  2:25        2:15        2:40 E1, E2, F1, F2, F3)
R21 (A0, A1, B1, C1, D1,    2:35       2:45  2:20        2:30   2:20         2:35        2:45        3:00     2:25    2:30   2:45  2:20        2:20        2:35 E1, F1, F2, F3)
R22 (A0, A1, A2, B1, C1,    3:30       3:45  2:40        2:55   2:40         3:30        3:55        4:05     2:40    2:50   3:15  2:40        2:40        3:30 D1, E1, F1, F2, F3)
R23 (A0, A1, A2, A3, B1, B2, C1, D1, E1, F1, 3:50       4:10  3:05        3:20   3:00         3:50        4:10        4:40     3:00    3:20   3:35  3:00        3:15        4:05 F3)
R24 (A0, A1, A2, A3, B1,    3:50       4:15  3:05        3:20   3:00         3:50        4:10        4:45     3:00    3:15   3:40  3:00        3:20        4:10 B2, C1, D1, E1, F1)
R25 (A0, A2, A3, B1, B2,    3:55       4:10  3:35        3:55   3:30         4:15        4:35        5:10     3:30    3:50   4:05  3:25        3:40        3:55 C1, C2, D1, E1, F1)
R26 (A0, A2, B1, B2, C1,    4:05       4:30  3:50        4:10   3:35         4:35        4:55        5:20     3:50    4:05   4:25  3:30        3:55        4:15 C2, D1, E1, F1)
Catawba Nuclear Station                                             711                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Summer           Summer        Summer                    Winter                           Winter       Winter    Summer      Summer Midweek                                                                Midweek Midweek          Weekend                                Midweek                          Weekend                Weekend      Midweek Weekend                                                                Weekend Scenario:          (1)        (2)   (3)         (4)      (5)         (6)          (7)         (8)          (9)    (10)  (11)   (12)        (13)       (14)
Midday           Midday         Evening                  Midday                          Midday       Evening    Midday       Midday Region          Good              Good                 Good        Good                                  Good                Good       Special    Roadway Rain              Rain                              Rain         Ice                 Rain   Ice Weather           Weather             Weather     Weather                               Weather              Weather      Event      Impact Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1, D1,   3:00       3:05  3:00        3:05     3:00        3:05         3:15        3:25         2:55   3:05   3:10  3:00        3:00        3:00 E1, F1)
R28 (A0, C1, D1) 2:55       2:55  2:55        2:55     2:55        2:55         2:55        2:55         2:50   2:55   3:00  2:50        2:55        2:55 R29 (A0, C1, D1, E1) 2:50       2:55  2:50        2:55     2:55        2:50         2:50        3:00         2:50   2:55   2:55  2:50        2:50        2:50 R30 (A0, D1, E1) 2:40       2:40  2:40        2:40     2:40        2:40         2:45        2:45         2:40   2:40   2:40  2:40        2:40        2:40 R31 (A0, E1) 2:35       2:40  2:30        2:35     2:30        2:35         2:40        2:45         2:30   2:35   2:35  2:30        2:30        2:35 R32 (A0, E1, F1) 3:05       3:15  2:55        3:00     2:55        3:05         3:05        3:20         2:55   3:05   3:10  2:55        2:55        3:05 R33 (A0, A1, E1, F1) 3:05       3:10  2:55        3:00     2:55        3:05         3:10        3:10         2:55   3:05   3:10  2:55        2:55        3:10 R34 (A0, A1, F1) 2:55       3:00  2:50        2:55     2:55        2:55         3:00        3:00         2:55   2:55   3:05  2:55        2:50        2:55 R35 (A0, A1, B1) 3:05       3:15  3:05        3:10     3:10        3:05         3:15        3:20         3:05   3:10   3:20  3:10        3:05        3:10 R36 (A0, A1, B1, C1) 3:00       3:05  2:55        3:05     3:00        3:00         3:05        3:10         3:00   3:05   3:10  3:00        3:00        3:00 R37 (A0, B1. C1) 3:00       3:05  2:55        3:00     3:00        3:00         3:00        3:10         2:55   3:00   3:10  3:00        2:55        3:00 Catawba Nuclear Station                                               712                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

Table 72. Time to Clear the Indicated Area of 100 Percent of the Affected Population Summer            Summer           Summer                    Winter                           Winter        Winter   Summer      Summer Midweek                                                                  Midweek Midweek           Weekend                                   Midweek                          Weekend                 Weekend     Midweek Weekend                                                                  Weekend Scenario:          (1)         (2)   (3)         (4)         (5)          (6)          (7)          (8)         (9)   (10)   (11)   (12)       (13)       (14)
Midday            Midday           Evening                   Midday                          Midday        Evening   Midday       Midday Region           Good              Good                   Good         Good                                  Good                 Good      Special    Roadway Rain              Rain                                  Rain         Ice                Rain    Ice Weather           Weather               Weather       Weather                              Weather               Weather     Event      Impact Entire 2Mile Region, 5Mile Region, EPZ, and Counties R01 (A0) 4:30        4:35  4:30        4:30        4:30         4:30        4:30         4:30        4:30    4:30   4:30  4:30       4:30        4:30 R02 (A0, A1, B1, C1, D1,   4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 E1, F1)
R03 (All Zones) 6:15        7:10  5:30        6:20        5:15         8:00        8:50         9:50        5:25    5:45   6:40  5:05       5:30        7:05 R04 (A0, B1, B2, C1, C2,   6:10        6:35  5:20        6:00        5:10         7:45        8:35         9:45        5:25    5:45   6:40  5:00       5:20        6:15 D1, D2, E1, E2, F2)
R05 (A0, A1, A2, A3) 5:15        5:55  4:35        4:35        4:35         5:30        6:05         6:20        4:35    4:35   4:35  4:35       4:35        5:15 R06 (F3) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R08 (A0, C1, D1, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R09 (A0, D1, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R10 (A0, E1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R11 (A0, E1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R12 (A0, A1, E1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R13 (A0, A1, F1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 R14 (A0, A1, B1) 4:35        4:35  4:35        4:35        4:35         4:35        4:35         4:35        4:35    4:35   4:35  4:35       4:35        4:35 Catawba Nuclear Station                                                  713                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Summer            Summer      Summer                    Winter                        Winter       Winter   Summer      Summer Midweek                                                             Midweek Midweek           Weekend                              Midweek                       Weekend                Weekend     Midweek Weekend                                                             Weekend Scenario:          (1)         (2)   (3)         (4)    (5)          (6)         (7)         (8)      (9)     (10)  (11)   (12)       (13)       (14)
Midday            Midday      Evening                   Midday                       Midday       Evening   Midday       Midday Region           Good              Good              Good         Good                              Good                 Good      Special    Roadway Rain              Rain                            Rain         Ice              Rain   Ice Weather           Weather           Weather      Weather                           Weather              Weather     Event      Impact R15 (A0, A1, B1, C1) 4:35        4:35  4:35        4:35   4:35        4:35         4:35        4:35     4:35     4:35  4:35  4:35       4:35        4:35 R16 (A0, B1. C1) 4:35        4:35  4:35        4:35   4:35        4:35         4:35        4:35     4:35     4:35  4:35  4:35       4:35        4:35 5Mile Region and Keyhole to EPZ Boundary R17 (A0, A1, B1, C1, C2,   5:00        5:20  4:40        5:10   4:45        7:20         8:00        9:00     4:50     5:05  5:30  4:40       4:45        5:05 D1, D2, E1, F1)
R18 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40         4:40        4:40     4:40     4:40  4:40  4:40       4:40        4:40 D2, E1, E2, F1)
R19 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40         4:40        4:40     4:40     4:40  4:40  4:40       4:40        4:40 D2, E1, E2, F1, F2)
R20 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40         4:40        4:40     4:40     4:40  4:40  4:40       4:40        4:40 E1, E2, F1, F2, F3)
R21 (A0, A1, B1, C1, D1,   4:40        4:40  4:40        4:40   4:40        4:40         4:40        4:40     4:40     4:40  4:40  4:40       4:40        4:40 E1, F1, F2, F3)
R22 (A0, A1, A2, B1, C1,   5:25        5:50  4:40        4:40   4:40        5:35         6:00        6:25     4:40     4:40  4:40  4:40       4:40        5:25 D1, E1, F1, F2, F3)
R23 (A0, A1, A2, A3, B1, B2, C1, D1, E1, F1, 5:50        6:45  5:15        6:00   5:05        6:05         6:45        7:45     5:10     5:40  6:20  4:55       5:20        5:50 F3)
R24 (A0, A1, A2, A3, B1,   5:50        6:50  5:15        5:55   5:00        6:05         6:45        7:30     5:05     5:35  6:25  4:55       5:30        5:50 B2, C1, D1, E1, F1)
R25 (A0, A2, A3, B1, B2,   6:00        6:50  5:20        6:15   5:05        7:50         8:45        9:45     5:15     5:45  6:35  5:00       5:30        6:15 C1, C2, D1, E1, F1)
R26 (A0, A2, B1, B2, C1,   6:00        6:55  5:25        6:10   5:10        7:35         8:50        9:35     5:10     5:45  6:35  5:00       5:25        6:15 C2, D1, E1, F1)
Catawba Nuclear Station                                             714                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Summer            Summer        Summer                    Winter                           Winter       Winter   Summer      Summer Midweek                                                                Midweek Midweek           Weekend                                Midweek                          Weekend                Weekend     Midweek Weekend                                                                Weekend Scenario:         (1)         (2)   (3)         (4)      (5)         (6)          (7)         (8)          (9)    (10)  (11)   (12)       (13)       (14)
Midday            Midday        Evening                   Midday                          Midday       Evening   Midday       Midday Region          Good              Good                 Good        Good                                 Good                 Good      Special    Roadway Rain              Rain                              Rain         Ice                 Rain   Ice Weather           Weather             Weather     Weather                               Weather              Weather     Event      Impact Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1, D1,  4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 E1, F1)
R28 (A0, C1, D1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R29 (A0, C1, D1, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R30 (A0, D1, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R31 (A0, E1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R32 (A0, E1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R33 (A0, A1, E1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R34 (A0, A1, F1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R35 (A0, A1, B1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R36 (A0, A1, B1, C1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 R37 (A0, B1. C1) 4:35        4:35  4:35        4:35     4:35        4:35         4:35        4:35         4:35    4:35  4:35  4:35       4:35        4:35 Catawba Nuclear Station                                               715                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

Table 73. Time to Clear 90 Percent of the 2Mile Area within the Indicated Region Summer            Summer           Summer                   Winter                           Winter         Winter    Summer       Summer Midweek                                                                 Midweek Midweek          Weekend                                    Midweek                          Weekend                   Weekend      Midweek Weekend                                                                 Weekend Scenario:           (1)         (2)   (3)         (4)         (5)           (6)       (7)        (8)        (9)        (10)   (11)   (12)        (13)        (14)
Midday            Midday           Evening                  Midday                           Midday        Evening     Midday       Midday Region           Good              Good                   Good          Good                             Good                     Good       Special     Roadway Rain              Rain                                Rain        Ice                  Rain     Ice Weather            Weather                Weather Weather                               Weather                   Weather      Event       Impact Entire 2Mile Region and 5Mile Region R01 (A0) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R02 (A0, A1, B1, C1,     2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 D1, E1, F1) 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R08 (A0, C1, D1, E1) 2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R09 (A0, D1, E1) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R10 (A0, E1) 2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R11 (A0, E1, F1) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R12 (A0, A1, E1, F1) 2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R13 (A0, A1, F1) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R14 (A0, A1, B1) 2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R15 (A0, A1, B1, C1) 2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 R16 (A0, B1. C1) 2:05        2:05  1:55        1:55        1:55          2:05      2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1,     2:05        2:05  1:55        1:55        1:55         2:05       2:05       2:05       1:55       1:55    1:55   1:55        1:55        2:05 D1, E1, F1)
Catawba Nuclear Station                                                 716                                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                 Rev. 0

Summer            Summer     Summer           Winter               Winter       Winter    Summer       Summer Midweek                                           Midweek Midweek          Weekend                      Midweek              Weekend                 Weekend      Midweek Weekend                                           Weekend Scenario:           (1)         (2)   (3)        (4)    (5)    (6)      (7)   (8)   (9)     (10)  (11)   (12)        (13)        (14)
Midday            Midday     Evening         Midday               Midday       Evening     Midday       Midday Region           Good              Good             Good    Good                 Good                 Good       Special     Roadway Rain             Rain                   Rain   Ice           Rain   Ice Weather            Weather          Weather Weather              Weather              Weather      Event       Impact R28 (A0, C1, D1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R29 (A0, C1, D1, E1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R30 (A0, D1, E1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R31 (A0, E1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R32 (A0, E1, F1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R33 (A0, A1, E1, F1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R34 (A0, A1, F1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R35 (A0, A1, B1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R36 (A0, A1, B1, C1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 R37 (A0, B1. C1) 2:05        2:05  1:55       1:55   1:55   2:05     2:05  2:05  1:55     1:55  1:55   1:55        1:55        2:05 Catawba Nuclear Station                                   717                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Table 74. Time to Clear 100 Percent of the 2Mile Area within the Indicated Region Summer            Summer           Summer                   Winter                            Winter         Winter    Summer       Summer Midweek                                                                  Midweek Midweek          Weekend                                    Midweek                          Weekend                    Weekend      Midweek Weekend                                                                  Weekend Scenario:           (1)         (2)   (3)          (4)        (5)           (6)       (7)        (8)         (9)       (10)    (11)   (12)        (13)        (14)
Midday            Midday           Evening                  Midday                           Midday         Evening     Midday       Midday Region           Good              Good                    Good         Good                             Good                      Good       Special     Roadway Rain               Rain                               Rain        Ice                   Rain     Ice Weather            Weather                Weather Weather                               Weather                    Weather      Event       Impact Entire 2Mile Region and 5Mile Region R01 (A0) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R02 (A0, A1, B1, C1,     4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 D1, E1, F1) 2Mile Region and Keyhole to 5 Miles R07 (A0, C1, D1) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R08 (A0, C1, D1, E1) 4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R09 (A0, D1, E1) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R10 (A0, E1) 4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R11 (A0, E1, F1) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R12 (A0, A1, E1, F1) 4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R13 (A0, A1, F1) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R14 (A0, A1, B1) 4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R15 (A0, A1, B1, C1) 4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 R16 (A0, B1. C1) 4:30        4:30  4:30         4:30       4:30          4:30      4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 Staged Evacuation  2Mile Region and Keyhole to 5 Miles R27 (A0, A1, B1, C1,     4:30        4:30  4:30         4:30       4:30         4:30       4:30       4:30        4:30       4:30    4:30   4:30        4:30        4:30 D1, E1, F1)
Catawba Nuclear Station                                                 718                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                  Rev. 0

Summer            Summer     Summer           Winter               Winter       Winter    Summer       Summer Midweek                                           Midweek Midweek          Weekend                      Midweek              Weekend                 Weekend      Midweek Weekend                                           Weekend Scenario:           (1)         (2)   (3)        (4)    (5)    (6)      (7)   (8)   (9)     (10)  (11)   (12)        (13)        (14)
Midday            Midday     Evening         Midday               Midday       Evening     Midday       Midday Region           Good              Good             Good    Good                 Good                 Good       Special     Roadway Rain             Rain                   Rain   Ice           Rain   Ice Weather            Weather          Weather Weather              Weather              Weather      Event       Impact R28 (A0, C1, D1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R29 (A0, C1, D1, E1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R30 (A0, D1, E1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R31 (A0, E1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R32 (A0, E1, F1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R33 (A0, A1, E1, F1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R34 (A0, A1, F1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R35 (A0, A1, B1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R36 (A0, A1, B1, C1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 R37 (A0, B1. C1) 4:30        4:30  4:30       4:30   4:30   4:30     4:30  4:30  4:30     4:30  4:30   4:30        4:30        4:30 Catawba Nuclear Station                                   719                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Table 75. Description of Evacuation Regions Basic Regions Zone Region          Description         A0    A1    A2  A3    B1    B2    C1    C2 D1       D2    E1    E2   F1   F2  F3 R01           2Mile Ring          x R02           5Mile Ring          x     x               x           x            x          x          x R03             Full EPZ           x     x     x   x     x     x     x     x      x    x     x     x    x    x   x R04          York County           x                     x     x     x     x      x    x     x     x    x    x R05          Meck. County          x     x     x   x R06         Gaston County                                                                                        x Evacuate 2Mile Region and Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R07             N, NNE             x                                 x            x R08                NE              x                                 x            x          x R09              ENE, E            x                                              x          x R10               ESE              x                                                         x R11             SE, SSE            x                                                         x          x R12                 S              x     x                                                   x          x R13            SSW, SW             x     x                                                              x R14              WSW               x     x               x R15                W               x     x               x           x R16        WNW, NW, NNW            x                     x           x Evacuate 5Mile Region and Downwind to the EPZ Boundary Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R17           N, NNE, NE           x     x               x           x     x      x    x     x          x R18               ENE              x     x               x           x            x    x     x     x    x R19              E, ESE            x     x               x           x            x    x     x     x    x    x R20                SE              x     x               x           x            x          x     x    x    x   x R21               SSE              x     x               x           x            x          x          x    x   x R22             S, SSW             x     x     x         x           x            x          x          x    x   x R23               SW               x     x     x   x     x     x     x            x          x          x        x R24             WSW, W             x     x     x   x     x     x     x            x          x          x R25              WNW               x     x         x     x     x     x     x      x          x          x R26           NW, NNW              x     x               x     x     x     x      x          x          x Staged Evacuation  2Mile Region Evacuates, then Evacuate Downwind to 5 Miles Wind Direction                                              Zone Region             From:            A0 A1 A2 A3 B1 B2 C1 C2 D1 D2 E1 E2 F1 F2 F3 R27           5Mile Ring          x     x               x           x            x          x          x R28             N, NNE             x                                 x            x R29                NE              x                                 x            x          x R30              ENE, E            x                                              x          x R31               ESE              x                                                         x R32             SE, SSE            x                                                         x          x R33                 S              x     x                                                   x          x R34            SSW, SW             x     x                                                              x R35              WSW               x     x               x R36                W               x     x               x           x R37        WNW, NW, NNW            x                     x           x Key Zone(s) Evacuate         Zone(s) ShelterinPlace          ShelterinPlace until 90% ETE for R01, then Evacuate Catawba Nuclear Station                                    720                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                              Rev. 0

Figure 71. Voluntary Evacuation Methodology Catawba Nuclear Station                       721                    KLD Engineering, P.C.
Evacuation Time Estimate                                                            Rev. 0

Figure 72. CNS Shadow Region Catawba Nuclear Station               722             KLD Engineering, P.C.
Evacuation Time Estimate                                             Rev. 0

Figure 73. Congestion Patterns at 30 Minutes after the Advisory to Evacuate Catawba Nuclear Station                                      723                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                            Rev. 0

Figure 74. Congestion Patterns at 1 Hour after the Advisory to Evacuate Catawba Nuclear Station                                    724                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Figure 75. Congestion Patterns at 3 Hours and 45 minutes after the Advisory to Evacuate Catawba Nuclear Station                                            725                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Figure 76. Congestion Patterns at 5 Hours and 15minutes after the Advisory to Evacuate Catawba Nuclear Station                                            726                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Figure 77. Congestion Patterns at 6 Hours, 15 Minutes after the Advisory to Evacuate Catawba Nuclear Station                                          727                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

Figure 78. Congestion Patterns at 6 Hours, 45 Minutes after the Advisory to Evacuate Catawba Nuclear Station                                          728                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

Evacuation Time Estimates Summer, Midweek, Midday, Good (Scenario 1) 2Mile Region          5Mile Region       Entire EPZ       90%          100%
300 250 Vehicles Evacuating 200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 79. Evacuation Time Estimates  Scenario 1 for Region R03 Evacuation Time Estimates Summer, Midweek, Midday, Rain (Scenario 2) 2Mile Region          5Mile Region       Entire EPZ       90%          100%
300 250 Vehicles Evacuating 200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 710. Evacuation Time Estimates  Scenario 2 for Region R03 Catawba Nuclear Station                                                729                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

Evacuation Time Estimates Summer, Weekend, Midday, Good (Scenario 3) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00    0:30   1:00      1:30     2:00    2:30     3:00   3:30     4:00   4:30   5:00   5:30   6:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 711. Evacuation Time Estimates  Scenario 3 for Region R03 Evacuation Time Estimates Summer, Weekend, Midday, Rain (Scenario 4) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 712. Evacuation Time Estimates  Scenario 4 for Region R03 Catawba Nuclear Station                                                    730                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Evacuation Time Estimates Summer, Midweek, Weekend, Evening, Good (Scenario 5) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
200 180 160 Vehicles Evacuating 140 120 100 (Thousands) 80 60 40 20 0
0:00    0:30   1:00      1:30     2:00    2:30     3:00   3:30     4:00   4:30   5:00   5:30   6:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 713. Evacuation Time Estimates  Scenario 5 for Region R03 Evacuation Time Estimates Winter, Midweek, Midday, Good (Scenario 6) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
300 250 Vehicles Evacuating 200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 714. Evacuation Time Estimates  Scenario 6 for Region R03 Catawba Nuclear Station                                                    731                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Evacuation Time Estimates Winter, Midweek, Midday, Rain (Scenario 7) 2Mile Region           5Mile Region          Entire EPZ          90%          100%
300 250 Vehicles Evacuating 200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 715. Evacuation Time Estimates  Scenario 7 for Region R03 Evacuation Time Estimates Winter, Midweek, Midday, Ice (Scenario 8) 2Mile Region           5Mile Region          Entire EPZ          90%          100%
300 250 Vehicles Evacuating 200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:3010:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 716. Evacuation Time Estimates  Scenario 8 for Region R03 Catawba Nuclear Station                                                   732                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Evacuation Time Estimates Winter, Weekend, Midday, Good (Scenario 9) 2Mile Region             5Mile Region             Entire EPZ           90%          100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00    0:30     1:00     1:30     2:00     2:30        3:00   3:30      4:00     4:30    5:00    5:30   6:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 717. Evacuation Time Estimates  Scenario 9 for Region R03 Evacuation Time Estimates Winter, Weekend, Midday, Rain (Scenario 10) 2Mile Region             5Mile Region             Entire EPZ           90%          100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00    0:30    1:00     1:30    2:00     2:30    3:00     3:30   4:00     4:30    5:00    5:30   6:00   6:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 718. Evacuation Time Estimates  Scenario 10 for Region R03 Catawba Nuclear Station                                                         733                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Evacuation Time Estimates Winter, Weekend, Midday, Ice (Scenario 11) 2Mile Region          5Mile Region          Entire EPZ      90%           100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 719. Evacuation Time Estimates  Scenario 11 for Region R03 Evacuation Time Estimates Winter, Midweek, Weekend, Evening, Good (Scenario 12) 2Mile Region          5Mile Region          Entire EPZ      90%           100%
200 180 160 Vehicles Evacuating 140 120 100 (Thousands) 80 60 40 20 0
0:00     0:30    1:00      1:30    2:00       2:30   3:00     3:30   4:00   4:30     5:00   5:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 720. Evacuation Time Estimates  Scenario 12 for Region R03 Catawba Nuclear Station                                                  734                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

Evacuation Time Estimates Summer, Weekend, Midday, Good, Special Event (Scenario 13) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
250 200 Vehicles Evacuating   150 (Thousands) 100 50 0
0:00    0:30   1:00      1:30     2:00    2:30     3:00   3:30     4:00   4:30   5:00   5:30   6:00 Elapsed Time After Evacuation Recommendation (h:min)
Figure 721. Evacuation Time Estimates  Scenario 13 for Region R03 Evacuation Time Estimates Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14) 2Mile Region            5Mile Region         Entire EPZ          90%       100%
300 250 Vehicles Evacuating   200 150 (Thousands) 100 50 0
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 Elapsed Time After Evacuation Recommendation (h:min)
Figure 722. Evacuation Time Estimates  Scenario 14 for Region R03 Catawba Nuclear Station                                                    735                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

8    TRANSITDEPENDENT AND SPECIAL FACILITY EVACUATION TIME ESTIMATES This section details the analyses applied and the results obtained in the form of evacuation time estimates for transit vehicles, buses, ambulances and wheelchair transport vehicles. The demand for transit service reflects the needs of three population groups:
residents with no vehicles available; residents of special facilities such as schools, medical facilities, and correctional facilities; and homebound special needs population.
These transit vehicles mix with the general evacuation traffic that is comprised mostly of passenger cars (pcs). The presence of each transit vehicle in the evacuating traffic stream is represented within the modeling paradigm described in Appendix D as equivalent to two pcs.
This equivalence factor represents the longer size and more sluggish operating characteristics of a transit vehicle, relative to those of a pc.
Transit vehicles must be mobilized in preparation for their respective evacuation missions.
Specifically:
* Bus drivers must be alerted
* They must travel to the bus depot
* They must be briefed there and assigned to a route or facility These activities consume time. Based on discussion with the offsite agencies, it is estimated that bus mobilization time will average approximately 90 minutes extending from the Advisory to Evacuate, to the time when buses first arrive at the facility to be evacuated. The location of bus depots impacts the time to travel from the bus depots to the facilities being evacuated.
Locations of bus depots were not identified in this study. Rather, the offsite agencies were asked to factor the location of the depots and the distance to the EPZ into the estimate of mobilization time.
During this mobilization period, other mobilization activities are taking place. One of these is the action taken by parents, neighbors, relatives and friends to pick up children from school prior to the arrival of buses, so that they may join their families. Virtually all studies of evacuations have concluded that this bonding process of uniting families is universally prevalent during emergencies and should be anticipated in the planning process. The current public information disseminated to residents of the CNS EPZ indicates that schoolchildren will be evacuated to pickup points if an evacuation were ordered, and that parents should pick schoolchildren up at the pickup points if the school is located in South Carolina and reception centers (RCs) if the school is located in North Carolina. As discussed in Section 2, this study assumes a rapidly escalating event. Therefore, children are evacuated to pickup points. Picking up children at school could add to traffic congestion at the schools, delaying the departure of the buses evacuating schoolchildren, which may have to return in a subsequent wave to the EPZ to evacuate the transitdependent population. This report provides estimates of buses under the assumption that no children will be picked up by their parents (in accordance with Catawba Nuclear Station                          81                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

NUREG/CR7002), to present an upper bound estimate of buses required. It is assumed that children at daycare centers are picked up by parents or guardians unless transportation resources are available to that facility. The buses required to evacuate all daycare centers were included in this ETE study to present a conservative estimate of the total buses required.
The procedure for computing transitdependent ETE is to:
* Estimate demand for transit service
* Estimate time to perform all transit functions
* Estimate route travel times to the EPZ boundary and to the pickup points or reception centers 8.1    ETEs for Transit Dependent People EPZ bus resources are assigned to evacuating schoolchildren (if school is in session at the time of the ATE) as the first priority in the event of an emergency. In the event that the allocation of buses dispatched from the depots to the various facilities and to the bus routes is somewhat inefficient, or if there is a shortfall of available drivers, then there may be a need for some buses to return to the EPZ from the reception center after completing their first evacuation trip, to complete a second wave of providing transport service to evacuees. For this reason, the ETE for the transitdependent population are calculated for both a one wave transit evacuation and for two waves. Of course, if the impacted Evacuation Region is other than R03 (the entire EPZ), then there will likely be ample transit resources relative to demand in the impacted Region and this discussion of a second wave would likely not apply.
When school evacuation needs are satisfied, subsequent assignments of buses to service the transitdependent should be sensitive to their mobilization time. Clearly, the buses should be dispatched after people have completed their mobilization activities and are in a position to board the buses when they arrive along the bus transit route.
Evacuation Time Estimates for transit trips were developed using both good weather and adverse weather conditions. Figure 81 presents the chronology of events relevant to transit operations. The elapsed time for each activity will now be discussed with reference to Figure 81.
Activity: Mobilize Drivers (ABC)
Mobilization is the elapsed time from the Advisory to Evacuate until the time the buses arrive at the facility to be evacuated. It is assumed that for a rapidly escalating radiological emergency with no observable indication before the fact, drivers would likely require 90 minutes to be contacted, to travel to the depot, be briefed, and to travel to the transitdependent facilities.
Mobilization time is 10 minutes longer in rain and 20 minutes longer for ice to account for slower travel speeds and reduced roadway capacity.
The buses dispatched from the depots to service the transitdependent evacuees will be scheduled so that they arrive at their respective routes after majority of their passengers have completed their mobilization. As shown in Figure 54 (Residents with no Commuters),
Catawba Nuclear Station                           82                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

approximately 90% of the evacuees will have completed their mobilization when the buses will begin their routes, approximately 110 minutes after the ATE for good weather. Those routes with multiple buses have been designed such that buses are dispatched using 5, 10 and 20 minute headways. The use of bus headways ensures that those people who take longer to mobilize will be picked up.
Activity: Board Passengers (CD)
Based on discussions with offsite agencies, a loading time of 15 minutes (20 minutes for rain and 25 minutes for ice) for school buses is used.
For multiple stops along a pickup route (transitdependent bus routes) estimation of travel time must allow for the delay associated with stopping and starting at each pickup point. The time, t, required for a bus to decelerate at a rate, a, expressed in ft/sec/sec, from a speed, v, expressed in ft/sec, to a stop, is t = v/a. Assuming the same acceleration rate and final speed following the stop yields a total time, T, to service boarding passengers:
2         ,
Where B = Dwell time to service passengers. The total distance, s in feet, travelled during the deceleration and acceleration activities is: s = v2/a. If the bus had not stopped to service passengers, but had continued to travel at speed, v, then its travel time over the distance, s, would be: s/v = v/a. Then the total delay (i.e. pickup time, P) to service passengers is:
Assigning reasonable estimates:
* B = 50 seconds: a generous value for a single passenger, carrying personal items, to board per stop
* v = 25 mph = 37 ft/sec
* a = 4 ft/sec/sec, a moderate average rate Then, P  1 minute per stop. Allowing 30 minutes pickup time per bus run implies 30 stops per run, for good weather. It is assumed that bus acceleration and speed will be less in rain; total loading time is 40 minutes per bus for rain, 50 minutes for ice.
Activity: Travel to EPZ Boundary (DE)
School Evacuation Transportation resources available were provided by the EPZ county emergency management agencies and are summarized in Table 81. Also included in the table are the number of buses needed to evacuate schools, medical facilities, transitdependent population, homebound special needs (discussed below in Section 8.2) and correctional facilities (discussed below in Section 8.3). These numbers indicate there are insufficient resources available to evacuate all population groups in a single wave. It is assumed that drivers are available for all transportation resources.
Catawba Nuclear Station                          83                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

The buses servicing the schools are ready to begin their evacuation trips at 105 minutes after the advisory to evacuate - 90 minutes mobilization time plus 15 minutes loading time - in good weather. The mobilization time increases by 10 minutes and 20 minutes for rain and ice respectively. The UNITES software discussed in Section 1.3 was used to define bus routes along the most likely path from a school being evacuated to the EPZ boundary, traveling toward the appropriate school pickup point. This is done in UNITES by interactively selecting the series of nodes from the school to the EPZ boundary. Each bus route is given an identification number and is written to the DYNEV II input stream. DYNEV computes the route length and outputs the average speed for each 5minute interval, for each bus route. The specified bus routes are documented in Table 102 (refer to the maps of the linknode analysis network in Appendix K for node locations). Data provided by DYNEV during the appropriate timeframe depending on the mobilization and loading times (i.e., 100 to 105 minutes after the advisory to evacuate for good weather) were used to compute the average speed for each route, as follows:
60 .
1 .
                                                .        60 . 
               .                                  . 1 .
The average speed computed (using this methodology) for the buses servicing each of the schools in the EPZ is shown in Table 82 through Table 84 for school evacuation, and in Table 85 through Table 87 for the transit vehicles evacuating transitdependent persons, which are discussed later. The travel time to the EPZ boundary was computed for each bus using the computed average speed and the distance to the EPZ boundary along the most likely route out of the EPZ. The travel time from the EPZ boundary to the reception center or pickup point was computed assuming an average speed of 40 mph, 35 mph, and 30 mph for good weather, rain and ice, respectively. Speeds were reduced in Table 82 through Table 84 and in Table 85 through Table 87 to 45 mph (41 mph for rain - 10% decrease - and 36 mph for ice - 20%
decrease) for those calculated bus speeds which exceed 45 mph, as the school bus speed limit for state routes in both states within the EPZ is 45 mph.
Table 82 (good weather), Table 83 (rain) and Table 84 (ice) present the following evacuation time estimates (rounded up to the nearest 5 minutes) for schools in the EPZ:
: 1. The elapsed time from the Advisory to Evacuate until the bus exits the EPZ; and
: 2. The elapsed time until the bus reaches the school reception center or pickup point.
The evacuation time out of the EPZ can be computed as the sum of times associated with Activities ABC, CD, and DE (For example: 90 min. + 15 + 13 = 2:00, rounded up to the nearest 5 minutes, for Kennedy Middle School in good weather). The average singlewave ETE, for schools, is significantly less than the 90th percentile ETE for evacuation of the general Catawba Nuclear Station                          84                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

population in the entire EPZ (Region R03) under winter, midweek, midday, good weather (Scenario 6) conditions and will not impact protective action decision making.
The evacuation time to the school reception center or pickup point is determined by adding the time associated with Activity EF (discussed below), to this EPZ evacua on me.
As shown in Table 81, there is a shortfall of school buses for evacuation of children in a single wave, if the entire EPZ is evacuated at once (a highly unlikely event). As such, a twowave or evacuation may be needed for some schools. Due to the large number of schools in the EPZ, secondwave ETE were not computed for each school. Rather, the following representative ETE is provided to estimate the additional time needed for a second wave evacuation of schools.
The travel time from the Pickup Point back to the EPZ boundary and then back to the school was computed assuming an average speed of 45 mph (good weather), 40 mph (rain) and 35 mph (Ice) as buses will be traveling counter to evacuating traffic. Times and distances are based on averages for all schools in the EPZ for good weather:
* School buses arrive at the Pickup Point at 3:00 (see average value in Table 82)
* Bus discharges passengers (5 minutes) and driver takes a 10minute rest: 15 minutes
* Bus returns to facility: 18 minutes (average distance to Pickup Point (8.9 miles) +
average distance to EPZ boundary (4.6 miles) at 45 mph)
* Loading Time: 15 minutes
* Bus completes second wave of service along route: 21 minutes (average distance to EPZ boundary (4.6 miles) at network wide average speed at 3:50 (13.5 mph))
* Bus exits EPZ at time 3:00 + 0:15 + 0:18 + 0:15 + 0:21 = 4:10 (rounded up to nearest 5 minutes) after the ATE.
Given the average singlewave ETE for schools is 2:50 (see Table 82); a second wave evacuation would require an additional 1 hour and 20 minutes on average. The average twowave ETE of schools is considerably less than the 90th percentile ETE of the full EPZ during a winter, midweek, midday scenario (Scenario 6) and also will not impact protective action decision making Evacuation of TransitDependent Population A detailed computation of transit dependent population was done and is discussed in Section 3.6. The total number of transit dependent people per Zone was determined using a weighted distribution based on population. See Table 313 for the distribution used. The number of buses required to evacuate this population was determined by the capacity of 30 people per bus. KLD designed 15 bus routes to service the major evacuation routes in each Zone, for the purposes of this study. The predefined bus routes (as discussed in Section 10) are shown graphically in Figure 102 and described in Table 101. Those buses servicing the transitdependent evacuees will first travel along these routes, then proceed out of the EPZ.
Catawba Nuclear Station                           85                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

Although Section 3.6 indicates that only 172 buses are needed from a capacity standpoint to service the transitdependent population, 178 buses are utilized in this study to ensure sufficient buses are dispatched to service the transit dependent population within each Zone using a capacity of 30 people per bus.
Table 85 through Table 87 present the transitdependent population ETEs for each bus route calculated using the above procedures (as discussed under School Evacuation) for good weather, rain, and ice respectively.
As previously discussed, a pickup time of 30 minutes (good weather) is estimated for 30 individual stops to pick up passengers, with an average of one minute of delay associated with each stop. Longer pickup times of 40 minutes and 50 minutes are used for rain and ice, respectively.
The travel distance along the respective pickup routes within the EPZ is estimated using the UNITES software. Bus travel times within the EPZ are computed using average speeds computed by DYNEV, using the aforementioned methodology that was used for school evacuation.
For example, the ETE for the bus route servicing zone 1 is computed as 110 + 50 + 30 = 3:15 for good weather (rounded up to nearest 5 minutes). Here, 50 minutes is the time to travel 13.2 miles at 16 mph, the average speed output by the model for this route at 110 minutes.
The ETE for a second wave (discussed below) is presented in the event there is a shortfall of available buses or bus drivers, as previously discussed and shown in Table 101.
Activity: Travel to Reception Centers (EF)
The distances from the EPZ boundary to the reception centers are measured using GIS software along the most likely route from the EPZ exit point to the reception center. The reception centers are mapped in Figure 101. For a onewave evacuation, this travel time outside the EPZ does not contribute to the ETE. Assumed bus speeds of 45 mph, 41 mph, and 36 mph for good weather, rain, and ice, respectively, will be applied for this activity for buses servicing the transitdependent population.
For a twowave evacuation, the ETE for buses must be considered separately, since it could exceed the ETE for the general population.
Activity: Passengers Leave Bus (FG)
A bus can empty within 5 minutes. The driver takes a 10 minute break.
Activity: Bus Returns to Route for Second Wave Evacuation (GC)
The buses assigned to return to the EPZ to perform a second wave evacuation of transit dependent evacuees will be those that have already evacuated transitdependent people who mobilized more quickly. The first wave of transitdependent people depart the bus, and the bus then returns to the EPZ, travels to its route and proceeds to pick up more transit dependent evacuees along the route. The travel time back to the EPZ is equal to the travel time to the reception center.
Catawba Nuclear Station                          86                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

The secondwave ETE for Route Number 1 servicing Zone A0 is computed as follows for good weather:
* Bus arrives at reception center at 3:51 in good weather (3:15 to exit EPZ + 36 minute travel time to reception center).
* Bus discharges passengers (5 minutes) and driver takes a 10minute rest: 15 minutes.
* Bus returns to EPZ and completes second route: 36 minutes (equal to travel time to reception center) + 17 minutes (13.2 miles @ 45 mph) = 53 minutes
* Bus completes pickups along route: 30 minutes.
* Bus exits EPZ at time 3:51 + 0:36 + 0:15 + 0:53 + 0:30 = 5:30 (rounded to nearest 5 minutes) after the Advisory to Evacuate.
The ETE for the completion of the second wave for all transitdependent bus routes are provided in Table 85 through Table 87.
The average ETE (5 hours and 25 minutes) for a twowave evacuation of the transitdependent population is 50 minutes longer than the ETE for the general population at the 90th percentile for an evacuation of the entire EPZ (Region R03) under winter, midweek, midday, good weather conditions (Scenario 6) and could impact the protective action decision making.
The relocation of transitdependent evacuees from the reception centers to congregate care centers, if the counties decide to do so, is not considered in this study.
Evacuation of Medical Facilities The bus operations for this group are similar to those for school evacuation except:
* Buses are assigned on the basis of 30 patients to allow for staff to accompany the patients.
* Wheelchair buses can accommodate 15 patients.
* Ambulances can accommodate 2 patients.
* Loading times of 1 minute, 5 minutes, and 15 minutes are assumed for ambulatory patients, wheelchair bound patients, and bedridden patients, respectively.
Table 818 indicates that 78 bus runs, 106 wheelchair bus runs and 96 ambulance runs are needed to service all of the special facilities in the EPZ. According to Table 81, the counties can collectively provide 805 buses, 13 wheelchair accessible buses and 62 ambulances. Thus, there are insufficient resources to evacuate persons from the special facilities in a single wave. Thus, a twowave evacuation is needed for buses evacuating ambulatory residents, nine waves are needed for wheelchair buses evacuating wheelchair bound patients and twowave is needed for ambulances evacuating bedridden patients.
As is done for the schools, it is estimated that mobilization time averages 90 minutes in good weather, 100 minutes in rain and 110 minutes in ice. Specially trained medical support staff (working their regular shift) will be on site to assist in the evacuation of patients. Additional staff (if needed) could be mobilized over this same 90minute timeframe.
Catawba Nuclear Station                            87                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Table 88 through Table 810 summarize the ETE for medical facilities within the EPZ for good weather, rain, and ice. Average speeds output by the model for Scenario 6 (Scenario 7 for rain and Scenario 8 for ice) Region 3, capped at 45 mph (41 mph for rain and 36 mph for ice), are used to compute travel time to EPZ boundary. The travel time to the EPZ boundary is computed by dividing the distance to the EPZ boundary by the average travel speed. The ETE is the sum of the mobilization time, total passenger loading time, and travel time out of the EPZ.
Concurrent loading on multiple buses, wheelchair buses, and ambulances at capacity is assumed. All ETE are rounded to the nearest 5 minutes. For example, the calculation of ETE for the Adult Enrichment Centers of Fort Mill with 24 ambulatory residents during good weather is:
ETE: 90 + 24 x 1 + 24 = 138 min. or 2:20 rounded to the nearest 5 minutes.
It is assumed that special facility population is directly evacuated to appropriate host medical facilities. Relocation of this population to permanent facilities and/or passing through the reception center before arriving at the host facility are not considered in this analysis.
Due to the large number of medical facilities in the EPZ, secondwave ETE were not computed for each medical facility. Rather, the following representative ETE is provided to estimate the additional time needed for a second wave evacuation. Times and distances are based on facilitywide averages:
* Vehicles arrive at reception centers at 3:28 (3:15 to exit the EPZ + estimated 13 minute travel time average travel time to RC/PP calculated from Table 82)
* Bus discharges passengers (34 minutes - average loading time from Table 88) and driver takes a 10minute rest: 44 minutes.
* Bus returns to EPZ and completes second route: 13 minutes (equal to travel time to reception center for good weather) + 6 minutes (average distance to EPZ 4.4 miles from Table 88 @ 45 mph) = 19 minutes.
* Remaining ambulatory patients loaded on bus (maximum): 30 minutes.
* Bus travels to EPZ boundary: 21 minutes (average distance from hospitals to EPZ boundary (4.4 miles) at network wide speed at 12.85 mph (taken at 5:00; congestion has not cleared in the EPZ)
* Bus exits EPZ at time 3:28 + 0:44 + 0:19 + 0:30 + 0:21 = 5:25 (rounded up to nearest 5 minutes) after the ATE.
Thus, the second wave evacuation requires an additional 2 hours and 10 minutes. Each additional wave ETE can be calculated similarly and will require an additional 2 hours and 10 minutes. A nine wave ETE for wheelchair buses could require as much as 20 hours and 35 minutes to accomplish. This time could be significantly reduced by identifying additional transportation resources.
Catawba Nuclear Station                          88                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

8.2    ETE for Homebound Special Needs Population The special needs population registered within the EPZ was provided by offsite agencies. Table 811 summarizes the ETE for homebound special needs people who would need transportation assistance in the event of an emergency. The table is categorized by type of vehicle required and then broken down by weather condition. The table takes into consideration the deployment of multiple vehicles to reduce the number of stops per vehicle. It is conservatively assumed that ambulatory and wheelchair bound special needs households are spaced 3 miles apart and bedridden households are spaced 5 miles apart. Van and bus speeds approximate 20 mph between households and ambulance speeds approximate 30 mph in good weather (10%
slower in rain, 20% slower in ice). Mobilization times of 90 minutes were used (100 minutes for rain, and 110 minutes for ice). The last household (HH) is assumed to be 5 miles from the EPZ boundary, and the networkwide average speed, capped at 45 mph (41 mph for rain and 36 mph for ice), after the last pickup is used to compute travel time.
ETE is computed by summing mobilization time, loading time at first household, travel to subsequent households, loading time at subsequent households, and travel time to EPZ boundary. All ETE are rounded to the nearest 5 minutes.
For example, assuming no more than one special needs person per HH implies that 460 ambulatory households need to be serviced. Sixteen buses are needed from a capacity perspective to service this population. If two waves of 10 buses are deployed to service 300 special needs HH, then the first wave would require about 30 stops and the second wave would require 16 stops. The following outlines the ETE calculations:
: 1. Assume 10 buses are deployed, each with about 30 stops, to service a total of 300 HH.
: 2. The ETE is calculated as follows:
: a. Buses arrive at the first pickup location: 90 minutes
: b. Load HH members at first pickup: 1 minutes
: c. Travel to subsequent pickup locations: 29 @ 9 minutes = 261 minutes
: d. Load HH members at subsequent pickup locations: 29 @ 1 minutes = 29 minutes
: e. Travel to EPZ boundary: 24 minutes (5 miles at 12.7 mph).
ETE: 90 + 1 + 261 + 29 + 24 = 405 minutes or 6:45 rounded to the nearest 5 minutes The average ETE of a firstwave evacuation of the ambulatory homebound special needs population within the EPZ is 2 hours and 10 minutes longer than the 90th percentile ETE for evacuation of the general population in the entire EPZ (Region R03) under winter, midweek, midday, good weather (Scenario 6) conditions and could impact protective action decision making.
Catawba Nuclear Station                           89                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

The following outlines the ETE calculations of a second wave needed using school buses after the schools have been evacuated (see Table 812):
: a. School buses arrive at RC/PP (average value from Table 82): 3:00
: b. Unload students at pickup point: 5 minutes.
: c. Driver takes 10minute rest: 10 minutes.
: d. Travel time back to EPZ: 13 minutes (average time of Travel Time from EPZ Bdry to R.C. from Table 82)
: e. Loading time at first household: 1 minutes
: f. Travel to subsequent pickup locations: 16 @ 9 minutes = 144 minutes
: g. Loading time at subsequent households: 16 stops @ 1 minutes = 16 minutes
: h. Travel time to EPZ boundary at 5 miles @ 13.5 mph = 22 minutes ETE: 3:00 + 5 + 10 + 13 + 1 + 144 + 16 + 22 = 6:35 The average ETE of a secondwave evacuation of the ambulatory homebound special needs population within the EPZ is 2 hours longer than the 90th percentile ETE for evacuation of the general population in the entire EPZ (Region R03) under winter, midweek, midday, good weather (Scenario 6) conditions and could impact protective action decisionmaking.
8.3    Correctional Facilities As detailed in Table 813, there are two correctional facilities within the EPZ - York County Detention Center and York County Prison. The total inmate population at these two facilities is 480 persons. As discussion in Section 3.10, a total of 14 buses are needed to evacuate York County Detention Center and 11 vans are needed to evacuate York County Prison. Mobilization time is assumed to be 90 minutes (100 minutes in rain, 110 in ice). It is conservatively estimated that it takes 60 minutes to load the inmates onto a bus (65 minutes in rain, 70 in minutes ice), and that the buses can be loaded in parallel.
Times and distances are based on correctional facilities in the EPZ for good weather:
The ETE is calculated as follows:
: a. Buses arrive at the correctional facility location: 90 minutes
: b. Load inmates onto the bus: 60 minutes
: c. Travel to EPZ boundary: 23 minutes (4.7 miles at 12 mph).
ETE: 90 + 60 + 23 = 2:55 rounded to the nearest 5 minutes The average singlewave ETE, for correctional, is less than the 90th percentile ETE for evacuation of the general population in the entire EPZ (Region R03) under winter, midweek, midday, good weather (Scenario 6) conditions and will not impact protective action decision making.
Catawba Nuclear Station                         810                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table 81. Summary of Transportation Resources Transportation                                          Wheelchair Resource                         Buses      Vans       Buses    Ambulances CharlotteMecklenburg                               112                    2 Gaston County                                        44                              42 Transportation Complex (Rock Hill)                  135 York County                                         480        11         11          20 EPZ Preschools                                       26        11 EPZ Medical Facilities                                8        20 TOTAL:       805        42          13        62 Schools (Table 310):      1,251 Medical Facilities (Table 38):       78                   106        96 TransitDependent Population (Table 39):         178 Homebound Special Needs (Table 311):            20                    14        25 Correctional Facilities (Section 3.10):      14        11 TOTAL TRANSPORTATION NEEDS:             1,541       11         120        121 Catawba Nuclear Station                                                  811                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

Table 82. School Evacuation Time Estimates  Good Weather Travel Travel                             Time Time                              from to                               EPZ Driver       Loading                   Average      EPZ                             Bdry to Mobilization     Time     Dist. To EPZ    Speed      Bdry    ETE    Dist. EPZ Bdry to RC/PP     ETE to RC/PP School           Time (min)       (min)     Bdry (mi)      (mph)     (min)  (hr:min)   RC/PP (mi.)      (min)       (hr:min)
GASTON COUNTY, NC Forestview High School               90            15           0.0        Located in Shadow Region         6.1           9           1:55 W. A. Bess Elementary School         90            15           0.0        Located in Shadow Region         6.1           9           1:55 MECKLENBURG COUNTY SCHOOLS Berewick Elementary School           90            15           0.0        Located in Shadow Region         19.2          29          2:15 Cathedral of the Cross               90            15           4.6          3.7        74    3:00          15.2          23          3:25 Good Shepherd UMC                    90            15           4.6          3.7        74    3:00          15.2          23          3:25 Kennedy Middle School                90            15           2.4         11.3        13    2:00          19.2          29          2:30 Lake Wylie Elementary School         90            15           4.6          3.7        74    3:00          15.2          23          3:25 Palisades Episcopal School           90            15          11.6          9.5        73    3:00          19.2          29          3:30 Palisades Park Elementary School     90            15           8.9          4.3       123    3:50          19.2          29          4:20 Pineville Elementary School          90            15           3.5         38.4         5    1:50          18.0          27          2:20 Primrose School at Park Crossing     90            15           3.5         38.4         5    1:50          17.4          26          2:20 River Gate Elementary School         90            15           6.3          3.7       103    3:30          15.2          23          3:55 Rod of God Christian Academy         90            15           0.5          7.4         4    1:50          15.2          23          2:15 Southwest Middle School              90            15           5.3          6.4        49    2:35          19.2          29          3:05 Steele Creek Elementary School       90            15           2.7          7.7        21    2:10          19.2          29          2:40 The Olympic Community of Schools     90            15           1.5          5.1        18    2:05          19.2          29          2:35 Tutor Time                           90            15           4.6          3.7        74    3:00          15.2          23          3:25 Walnut Grove Christian School        90            15           4.6          3.7        74    3:00          15.2          23          3:25 Winget Park Elementary School        90            15           5.6          9.0        38    2:25          19.2          29          2:55 YORK COUNTY SCHOOLS A Child's Heart                      90            15           1.2          3.8        19    2:05          26.0          39          2:45 A Child's World                      90            15           3.0          3.8        48    2:35          5.7           9           2:45 Adventures Plus Child Care           90            15           5.3          2.7       118    3:45          1.8           3           3:50 Agape United Day Care                90            15           3.1         19.0        10    1:55          4.7           7           2:05 Catawba Nuclear Station                                              812                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                 Rev. 0

Travel Travel                             Time Time                              from to                               EPZ Driver     Loading                Average      EPZ                             Bdry to Mobilization  Time   Dist. To EPZ    Speed      Bdry    ETE    Dist. EPZ Bdry to RC/PP     ETE to RC/PP School            Time (min)    (min)   Bdry (mi)      (mph)     (min)  (hr:min)   RC/PP (mi.)      (min)       (hr:min)
Applied Technology Center              90         15         5.1         3.9         79    3:05          1.8           3           3:10 Avery Lake Head Start                  90         15         2.2         6.8         20    2:05          6.2           9           2:15 Banks Trail Middle School              90         15         2.1         7.4         17    2:05          6.8           10          2:15 Beansprout Academy                     90         15         7.5         3.6        125    3:50          5.7           9           4:00 Belleview Elementary School            90         15         1.5         11.7         8    1:55          7.6           11          2:10 Best Friends Child Development         90         15         3.2         2.5         75    3:00          7.6           11          3:15 Bethel Elementary School               90         15         7.6         6.7         68    2:55          5.3           8           3:05 Blessed Hope Baptist School            90         15         3.9         13.5        17    2:05          9.9           15          2:20 Blue Eagle Academy                     90         15         3.3         4.4         45    2:30          5.3           8           2:40 Carolina Academy                       90         15         6.1         2.4        150    4:15          0.1           0           4:15 Carolina Kids Child Development 90         15         5.0         3.0        103    3:30          0.1           0           3:30 Center Carolina Kids Child Development 90         15         5.7         3.0        114    3:40          6.2           9           3:50 Center II Central Child Development Center       90         15         1.3         3.2         23    2:10          0.1           0           2:10 Child Development Center on 90         15         5.9         3.8         93    3:20          27.6          41          4:05 Herlong Childrens School at Sylvia Circle     90         15         3.1         3.5         53    2:40          0.0           0           2:40 Christine Stiles                       90         15         5.6         22.9        15    2:00          4.7           7           2:10 Classy Kids Academy                    90         15         3.4         2.8         73    3:00          0.0           0           3:00 Clinton College                        90         15         3.2         2.6         74    3:00          20.8          31          3:35 Clover 9th Grade Academy               90         15         3.2         4.5         43    2:30          6.5           10          2:40 Clover Middle School                   90         15         0.0        Located in Shadow Region         7.5           11          2:00 Clover Head Start                      90         15         1.6         3.8         25    2:10          5.3           8           2:20 Clover High                            90         15         3.5         4.8         44    2:30          6.5           10          2:40 Clover High School Early Childhood 90         15         3.5         4.8         44    2:30                        10          2:40 Program                                                                                                  6.5 Catawba Nuclear Station                                           813                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                              Rev. 0

Travel Travel                             Time Time                              from to                               EPZ Driver     Loading                Average      EPZ                             Bdry to Mobilization  Time   Dist. To EPZ    Speed      Bdry    ETE    Dist. EPZ Bdry to RC/PP     ETE to RC/PP School                Time (min)    (min)   Bdry (mi)      (mph)     (min)  (hr:min)   RC/PP (mi.)      (min)       (hr:min)
Comenius School for Creative 90         15         5.8         3.8         92    3:20          6.2           9           3:30 Leadership Cotton Belt Elementary                    90         15         2.8         27.5         6    1:55          5.8           9           2:05 Cottonbelt Elementary School              90         15         2.8         27.5         6    1:55          5.8           9           2:05 Creative Kids                             90         15         8.8         9.4         56    2:45          5.3           8           2:55 Crowders Creek Elementary School          90         15         9.4         9.4         60    2:45          5.3           8           2:55 Doby's Bridge Elementary School           90         15        0.0         Located in Shadow Region         6.3           9           1:55 Dutchman Creek Middle School              90         15        11.3         4.9        139    4:05          0.1           0           4:05 Ebenezer Avenue Elementary School         90         15         4.9         2.8        105    3:30          1.8           3           3:35 Ebinport Elementary School                90         15         4.7         2.7        106    3:35          1.8           3           3:40 Field Of Dreams Nurture and 90         15         4.5         2.5        110    3:35          5.7           9           3:45 Education Center Finley Road Elementary School             90         15         5.2         3.5         89    3:15          26.0          39          3:55 Floyd D. Johnson Technical Ctr.           90         15         3.7         20.8        11    2:00          9.9           15          2:15 Fort Mill Academy                         90         15         1.6         7.1         14    2:00          6.8           10          2:10 Fort Mill Elementary School               90         15         1.6         6.9         14    2:00          6.2           9           2:10 Fort Mill High School                     90         15         5.2         2.7        115    3:40          6.6           10          3:50 Fort Mill Middle School                   90         15         1.5         6.9         13    2:00          6.6           10          2:10 Fort Mill Preparatory Cooperative 90         15         5.4         3.0        109    3:35          6.2           9           3:45 Preschool Freedom Montessori School                 90         15         1.9         3.6         31    2:20          0.1           0           2:20 Giving Tree Child Development 90         15        10.7         10.0        64    2:50          5.3           8           3:00 Center God's Blessing's Christian Child Care     90         15         4.1         2.6         94    3:20          1.8           3           3:25 Gold Hill Elementary School               90         15         5.7         3.1        111    3:40          5.7           9           3:50 Gold Hill Middle School                   90         15         6.6         3.2        124    3:50          6.6           10          4:00 Griggs Rd. Elementary School              90         15         4.2         4.8         51    2:40          5.3           8           2:50 Harold C Johnson Elementary               90         15         4.1         13.5        18    2:05          9.9           15          2:20 Catawba Nuclear Station                                              814                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                 Rev. 0

Travel Travel                            Time Time                             from to                              EPZ Driver     Loading                Average      EPZ                            Bdry to Mobilization  Time   Dist. To EPZ    Speed      Bdry    ETE   Dist. EPZ Bdry to RC/PP     ETE to RC/PP School             Time (min)    (min)   Bdry (mi)      (mph)     (min) (hr:min)   RC/PP (mi.)      (min)       (hr:min)
Harold C. Johnson Elementary School     90         15         4.1         13.5        18    2:05         9.9           15          2:20 House of Joy                            90         15         2.9         4.8         37    2:25         1.8            3          2:30 House of Joy Childcare Center II        90         15         1.1         2.2         31    2:20         1.4            2          2:25 Hunter Street Elementary                90         15         4.9         12.1        25    2:10         9.9           15          2:25 Hunter Street Elementary School         90         15         4.9         12.1        25    2:10         9.9           15          2:25 India Hook Elementary School            90         15         8.9         5.3        101    3:30         4.7            7          3:40 Ivybrook Academy                        90         15         5.3         3.1        104    3:30         6.2            9          3:40 Jefferson Elementary School             90         15         0.0        Located in Shadow Region        7.2           11          2:00 Kids First Academy                      90         15         0.7         45.0         1    1:50         5.5            8          2:00 Kids R Kids                             90         15         7.6         15.8        29    2:15         6.2            9          2:25 Kids World Too                          90         15         3.0         3.8         47    2:35         26.0          39          3:15 Kinard Elementary School                90         15         0.9         45.0         1    1:50         5.5            8          2:00 Lake Pointe Academy                     90         15        10.9         14.6        45    2:30         6.1            9          2:40 Larne Elementary School                 90         15         2.2         45.0         3    1:50         5.5            8          2:00 Liberty Child Development Center        90         15         5.5         3.0        110    3:35         0.1            0          3:35 Liberty Christian Daycare               90         15         3.5         21.6        10    1:55         9.9           15          2:10 Little Fox Child Development Center     90         15         2.7         3.6         45    2:30         6.2            9          2:40 Little Saints Academy                   90         15         3.4         3.1         67    2:55         0.1            0          2:55 MorningStar Kids Discovery Center       90         15         5.1         3.8         81    3:10         6.2            9          3:20 Mount Gallant Elementary School         90         15        10.9         6.7         98    3:25         1.8            3          3:30 Nation Ford High School                 90         15         3.8         3.7         61    2:50         6.6           10          3:00 Next Generation Child Development 90         15         0.2         3.3          3    1:50         26.0          39          2:30 Center Northside Elementary School             90         15         3.4         2.6         79    3:05         7.6           11          3:20 Northwestern High School                90         15         5.4         3.2        102    3:30         27.6          41          4:15 Oakdale Elementary School               90         15         0.5         3.0          9    1:55         26.0          39          2:35 Oakridge Elementary                     90         15         6.2         5.8         64    2:50         1.3            2          2:55 Catawba Nuclear Station                                            815                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                              Rev. 0

Travel Travel                             Time Time                              from to                               EPZ Driver     Loading                Average   EPZ                             Bdry to Mobilization  Time   Dist. To EPZ    Speed   Bdry    ETE    Dist. EPZ Bdry to RC/PP     ETE to RC/PP School           Time (min)    (min)   Bdry (mi)      (mph)  (min)  (hr:min)   RC/PP (mi.)      (min)       (hr:min)
Oakridge Middle School               90         15         6.2         5.3      70    2:55          1.3           2           3:00 Old Pointe Elementary School         90         15         6.7         3.9     104    3:30          27.6          41          4:15 Open Arms Child Support Center       90         15         1.9         4.4      25    2:10          1.8           3           2:15 Orchard Park Elementary School       90         15         4.5         2.5     110    3:35          5.7           9           3:45 Palmetto Children's Academy          90         15         3.6         2.6      84    3:10          7.6           11          3:25 Pine Grove Christian Academy         90         15         6.5         5.8      67    2:55          1.3           2           3:00 Pleasant Knoll Elementary School     90         15         5.4         3.4      96    3:25          5.7           9           3:35 Primrose School of Fort Mill         90         15         6.2         13.7     27    2:15          6.8           10          2:25 Rawlinson Road Middle School         90         15         7.0         3.9     107    3:35          27.0          41          4:20 Reach for the Stars                  90         15         2.0         2.3      52    2:40          5.7           9           2:50 Richmond Drive Elementary School     90         15         3.9         2.3     104    3:30          5.0           7           3:40 Right Choice Child Development 90         15         4.7         2.7     106    3:35          1.8           3           3:40 Center Riverview Elementary School          90         15         2.4         7.4      20    2:05          6.2           9           2:15 Riverwalk Academy                    90         15        12.3         12.0     61    2:50          4.7           7           3:00 Rock Hill Head Start Center          90         15         3.1         3.5      53    2:40          26.0          39          3:20 Rosewood Elementary School           90         15         6.1         2.4     150    4:15          0.1           0           4:15 Saluda Trail Middle School           90         15         0.6         4.3       9    1:55          27.0          41          2:40 School Days Child Development 90         15         2.2         2.7      49    2:35          1.8           3           2:40 Center Shekinah Christian Academy           90         15         3.6         2.6      84    3:10          7.6           11          3:25 Smart Kids CDC # 6                   90         15         8.4         3.7     137    4:05          6.2           9           4:15 South Pointe High School             90         15         0.3         3.3       5    1:50          27.6          41          2:35 Springfield Elementary School        90         15         4.8         3.0      96    3:25          6.2           9           3:35 Springfield Middle School            90         15         4.8         3.0      96    3:25          6.6           10          3:35 St Anne's Catholic                   90         15         3.2         2.5      76    3:05          1.4           2           3:10 St. Anne Catholic School             90         15         3.2         2.5      76    3:05          1.4           2           3:10 Sugar & Spice Child Development      90         15         1.5         3.1      30    2:15          0.1           0           2:15 Catawba Nuclear Station                                         816                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Travel Travel                             Time Time                              from to                               EPZ Driver     Loading                Average   EPZ                             Bdry to Mobilization  Time   Dist. To EPZ    Speed   Bdry    ETE    Dist. EPZ Bdry to RC/PP     ETE to RC/PP School              Time (min)    (min)   Bdry (mi)      (mph)  (min)  (hr:min)   RC/PP (mi.)      (min)       (hr:min)
Center LLC Sugar Creek Elementary School          90         15         5.1         3.8      81    3:10          6.2           9           3:20 Sullivan Middle School                 90         15         3.6         2.3      97    3:25          1.4           2           3:30 Sunset Park Accelerated                90         15         2.5         4.2      35    2:20          27.6          41          3:05 Sunshine HouseSite 14                 90         15         3.9         5.1      46    2:35          0.1           0           2:35 Tega Cay Children's Academy            90         15         7.1         15.8     27    2:15          6.2           9           2:25 Tega Cay Elementary School             90         15         8.4         15.8     32    2:20          6.2           9           2:30 The Academy of Young Scholars, LLC     90         15         4.7         2.4     117    3:45          5.7           9           3:55 The Goddard School in Fort Mill        90         15         7.5         15.8     28    2:15          6.8           10          2:25 The Goddard School of Lake Wylie       90         15        11.4         10.5     65    2:50          5.3           8           3:00 The Goddard School of Rock Hill        90         15         5.0         3.0     103    3:30          0.1           0           3:30 The Learning Experience                90         15         6.7         13.7     30    2:15          6.2           9           2:25 Toddler House Day Care                 90         15         1.5         3.3      28    2:15          0.1           0           2:15 Village Montessori and Preparatory 90         15         7.5         3.6     125    3:50          6.8           10          4:00 School Walnut Grove Christian School          90         15         7.5         4.3     104    3:30          5.7           9           3:40 Westminster Catawba Christian 90         15         7.5         4.8      93    3:20          7.6           11          3:35 School 612 Westminster Catawba Christian 90         15         4.8         2.7     107    3:35          0.1           0           3:35 School PK5 Winthrop University                    90         15         4.5         2.0     134    4:00          10.9          16          4:20 Woodhaven Baptist Child 90         15         5.1         2.4     126    3:55          0.1           0           3:55 Development Center York Comprehensive High School         90         15         3.7         21.3     10    1:55          9.9           15          2:10 York Head Start Center                 90         15         3.6         21.5     10    1:55          9.9           15          2:10 York Intermediate School               90         15         4.4         18.9     14    2:00          9.9           15          2:15 York Middle School                     90         15         4.8         20.2     14    2:00          9.9           15          2:15 York One Academy                       90         15         3.6         21.5     10    1:55          9.9           15          2:10 Catawba Nuclear Station                                           817                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                           Rev. 0

Travel Travel                                  Time Time                                   from to                                    EPZ Driver     Loading                Average     EPZ                                 Bdry to Mobilization  Time   Dist. To EPZ    Speed     Bdry      ETE     Dist. EPZ Bdry to   RC/PP     ETE to RC/PP School              Time (min)    (min)   Bdry (mi)      (mph)    (min) (hr:min)        RC/PP (mi.)      (min)        (hr:min)
York Preparatory Elementary School     90         15        12.5         12.3       61     2:50            27.6            41          3:35 York Preparatory High School           90         15        12.5         12.3       61     2:50            27.6            41          3:35 York Preparatory Middle School         90         15        12.5         12.3       61     2:50            27.6            41          3:35 York Road Elementary School            90         15         5.0         5.3        57     2:45            6.2             9           2:55 York Technical College                                          Commuter School  Does not evacuate with buses York Technical College Child 90         15         3.2         2.5        76     3:05            7.6             11          3:20 Development Center Yours, Mine and Ours Day Care          90         15         3.0         19.0       10     1:55            9.9             15          2:10 Maximum for EPZ:      4:15                      Maximum:          4:20 Average for EPZ:    2:50                       Average:         3:00 Catawba Nuclear Station                                           818                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                  Rev. 0

Table 83. School Evacuation Time Estimates - Rain Travel Time Travel             Dist. from Dist.                 Time               EPZ     EPZ Driver      Loading To EPZ Average           to EPZ            Bdry to Bdry to    ETE to Mobilization     Time      Bdry      Speed       Bdry      ETE    RC/PP   RC/PP      RC/PP School         Time (min)      (min)     (mi)      (mph)       (min)   (hr:min)  (mi.)   (min)    (hr:min)
A COUNTY SCHOOLS Forestview High School                 100          20        0.0       Located in Shadow Region      6.1      10       2:10 W. A. Bess Elementary School           100          20        0.0       Located in Shadow Region      6.1      10       2:10 MECKLENBURG COUNTY SCHOOLS Berewick Elementary School             100          20        0.0       Located in Shadow Region     19.2      33       2:35 Cathedral of the Cross                 100          20        4.6        4.3        64       3:05    15.2      26       3:35 Good Shepherd UMC                      100          20        4.6        4.3        64       3:05    15.2      26       3:35 Kennedy Middle School                  100          20        2.4        7.3         20      2:20    19.2      33       2:55 Lake Wylie Elementary School           100          20        4.6        4.3         64      3:05    15.2      26       3:35 Palisades Episcopal School             100          20       11.6        8.3        84       3:25    19.2      33       4:00 Palisades Park Elementary School       100          20        8.9        4.3        123      4:05    19.2      33       4:40 Pineville Elementary School            100          20        3.5       30.0         7       2:10    18.0      31       2:45 Primrose School at Park Crossing       100          20        3.5       30.0         7       2:10    17.4      30       2:40 River Gate Elementary School           100          20        6.3        3.6        106      3:50    15.2      26       4:20 Rod of God Christian Academy           100          20        0.5        9.7         3       2:05    15.2      26       2:35 Southwest Middle School                100          20        5.3        6.3         50      2:50    19.2      33       3:25 Steele Creek Elementary School         100          20        2.7        6.6         25      2:25    19.2      33       3:00 The Olympic Community of Schools       100          20        1.5       12.2         7       2:10    19.2      33       2:45 Tutor Time                             100          20        4.6        4.3        64       3:05    15.2      26       3:35 Walnut Grove Christian School          100          20        4.6        4.3         64      3:05    15.2      26       3:35 Winget Park Elementary School          100          20        5.6        9.3         37      2:40    19.2      33       3:15 YORK COUNTY SCHOOLS A Child's Heart                        100          20        1.2        3.8         19      2:20    26.0      45       3:05 A Child's World                        100          20        3.0        3.1         59      3:00     5.7      10       3:10 Adventures Plus Child Care             100          20        5.3        2.7        117      4:00     1.8      3        4:05 Catawba Nuclear Station                                      819                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                           Rev. 0

Travel Time Travel             Dist. from Dist.              Time               EPZ     EPZ Driver     Loading   To EPZ Average     to EPZ            Bdry to Bdry to    ETE to Mobilization  Time      Bdry   Speed       Bdry      ETE    RC/PP   RC/PP      RC/PP School                Time (min)    (min)     (mi)   (mph)       (min)   (hr:min)  (mi.)   (min)    (hr:min)
Agape United Day Care                         100         20        3.1    24.0         8       2:10     4.7       8       2:20 Applied Technology Center                     100         20        5.1     3.7        83       3:25     1.8       3       3:30 Avery Lake Head Start                         100         20        2.2     7.9        17       2:20     6.2      11       2:35 Banks Trail Middle School                     100         20        2.1     5.5        23       2:25     6.8      12       2:40 Beansprout Academy                            100         20        7.5     3.4        133      4:15     5.7      10       4:25 Belleview Elementary School                   100         20        1.5     7.3        12       2:15     7.6      13       2:30 Best Friends Child Development                100         20        3.2     2.3        83       3:25     7.6      13       3:40 Bethel Elementary School                      100         20        7.6     6.2        74       3:15     5.3       9       3:25 Blessed Hope Baptist School                   100         20        3.9    15.2        16       2:20     9.9      17       2:40 Blue Eagle Academy                            100         20        3.3     4.6        43       2:45     5.3       9       2:55 Carolina Academy                              100         20        6.1     2.3        156      4:40     0.1       0       4:40 Carolina Kids Child Development Center        100         20        5.0     3.4        90       3:30     0.1       0       3:30 Carolina Kids Child Development Center II     100         20        5.7     2.6        129      4:10     6.2      11       4:25 Central Child Development Center              100         20        1.3     3.8        20       2:20     0.1       0       2:20 Child Development Center on Herlong           100         20        5.9     3.8        93       3:35    27.6      47       4:25 Childrens School at Sylvia Circle            100         20        3.1     3.5        53       2:55     0.0       0       2:55 Christine Stiles                              100         20        5.6    22.9        15       2:15     4.7       8       2:25 Classy Kids Academy                           100         20        3.4     2.7        75       3:15     0.0       0       3:15 Clinton College                               100         20        3.2     2.8        67       3:10    20.8      36       3:50 Clover 9th Grade Academy                      100         20        3.2     4.9        40       2:40     6.5      11       2:55 Clover Middle School                          100         20        0.0    Located in Shadow Region      7.5      13       2:15 Clover Head Start                             100         20        1.6     4.4        22       2:25     5.3       9       2:35 Clover High                                   100         20        3.5     4.9        43       2:45     6.5      11       3:00 Clover High School Early Childhood Program    100         20        3.5     4.9        43       2:45     6.5      11       3:00 Comenius School for Creative Leadership       100         20        5.8     3.3        104      3:45     6.2      11       4:00 Cotton Belt Elementary                        100         20        2.8    19.8         9       2:10     5.8      10       2:20 Cottonbelt Elementary School                  100         20        2.8    19.8         9       2:10     5.8      10       2:20 Catawba Nuclear Station                                            820                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                              Rev. 0

Travel Time Travel             Dist. from Dist.              Time               EPZ     EPZ Driver     Loading   To EPZ Average     to EPZ            Bdry to Bdry to    ETE to Mobilization  Time      Bdry   Speed       Bdry      ETE    RC/PP   RC/PP      RC/PP School                   Time (min)    (min)     (mi)   (mph)       (min)   (hr:min)  (mi.)   (min)    (hr:min)
Creative Kids                                   100         20        8.8     8.9        59       3:00     5.3       9       3:10 Crowders Creek Elem. School                     100         20        9.4     9.2        61       3:05     5.3       9       3:15 Doby's Bridge Elementary School                 100         20        0.0    Located in Shadow Region      6.3      11       2:15 Dutchman Creek Middle School                    100         20       11.3     4.4        153      4:35     0.1       0       4:35 Ebenezer Avenue Elem. School                    100         20        4.9     2.8        104      3:45     1.8       3       3:50 Ebinport Elementary School                      100         20        4.7     3.1        92       3:35     1.8       3       3:40 Field Of Dreams Nurture and Education Center    100         20        4.5     2.3        118      4:00     5.7      10       4:10 Finley Road Elem. School                        100         20        5.2     3.3        94       3:35    26.0      45       4:20 Floyd D. Johnson Technical Ctr.                 100         20        3.7    22.7        10       2:10     9.9      17       2:30 Fort Mill Academy                               100         20        1.6     5.5        17       2:20     6.8      12       2:35 Fort Mill Elementary School                     100         20        1.6     6.5        15       2:15     6.2      11       2:30 Fort Mill High School                           100         20        5.2     2.6        120      4:00     6.6      11       4:15 Fort Mill Middle School                         100         20        1.5     6.5        14       2:15     6.6      11       2:30 Fort Mill Preparatory Cooperative Preschool     100         20        5.4     2.7        123      4:05     6.2      11       4:20 Freedom Montessori School                       100         20        1.9     4.3        26       2:30     0.1       0       2:30 Giving Tree Child Development Center            100         20       10.7     9.7         66      3:10     5.3       9       3:20 God's Blessing's Christian Child Care           100         20        4.1     3.0        82       3:25     1.8       3       3:30 Gold Hill Elementary School                     100         20        5.7     2.9        119      4:00     5.7      10       4:10 Gold Hill Middle School                         100         20        6.6     3.0        133      4:15     6.6      11       4:30 Griggs Rd. Elementary School                    100         20        4.2     4.9        50       2:50     5.3       9       3:00 Harold C Johnson Elementary                     100         20        4.1    15.2        16       2:20     9.9      17       2:40 Harold C. Johnson Elem. School                  100         20        4.1    15.2        16       2:20     9.9      17       2:40 House of Joy                                    100         20        2.9     4.6        38       2:40     1.8       3       2:45 House of Joy Childcare Center II                100         20        1.1     2.3        29       2:30     1.4       2       2:35 Hunter Street Elementary                        100         20        4.9    15.2        20       2:20     9.9      17       2:40 Hunter Street Elem. School                      100         20        4.9    15.2        20       2:20     9.9      17       2:40 India Hook Elementary School                    100         20        8.9     4.6        117      4:00     4.7       8       4:10 Catawba Nuclear Station                                              821                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Travel Time Travel             Dist. from Dist.              Time               EPZ     EPZ Driver     Loading   To EPZ Average     to EPZ            Bdry to Bdry to    ETE to Mobilization  Time      Bdry   Speed       Bdry      ETE    RC/PP   RC/PP      RC/PP School              Time (min)    (min)     (mi)   (mph)       (min)   (hr:min)  (mi.)   (min)    (hr:min)
Ivybrook Academy                            100         20        5.3     2.9        110      3:50     6.2      11       4:05 Jefferson Elementary School                 100         20        0.0    Located in Shadow Region      7.2      12       2:15 Kids First Academy                          100         20        0.7    41.0          1      2:05     5.5       9       2:15 Kids R Kids                                 100         20        7.6    16.1        28       2:30     6.2      11       2:45 Kids World Too                              100         20        3.0     4.2        43       2:45    26.0      45       3:30 Kinard Elementary School                    100         20        0.9    41.0          1      2:05     5.5       9       2:15 Lake Pointe Academy                         100         20       10.9     9.6         68      3:10     6.1      10       3:20 Larne Elementary School                     100         20        2.2    41.0          3      2:05     5.5       9       2:15 Liberty Child Development Center            100         20        5.5     3.4        98       3:40     0.1       0       3:40 Liberty Christian Daycare                   100         20        3.5    32.8          6      2:10     9.9      17       2:30 Little Fox Child Development Center         100         20        2.7     2.9        56       3:00     6.2      11       3:15 Little Saints Academy                       100         20        3.4     3.2        65       3:05     0.1       0       3:05 MorningStar Kids Discovery Center           100         20        5.1     3.3        94       3:35     6.2      11       3:50 Mount Gallant Elementary School             100         20       10.9     5.8        114      3:55     1.8       3       4:00 Nation Ford High School                     100         20        3.8     3.0        75       3:15     6.6      11       3:30 Next Generation Child Development Center    100         20        0.2     2.5          4      2:05    26.0      45       2:50 Northside Elementary School                 100         20        3.4     2.7        74       3:15     7.6      13       3:30 Northwestern High School                    100         20        5.4     3.3        98       3:40    27.6      47       4:30 Oakdale Elementary School                   100         20        0.5     2.6        11       2:15    26.0      45       3:00 Oakridge Elementary                         100         20        6.2     5.5        67       3:10     1.3       2       3:15 Oakridge Middle School                      100         20        6.2     5.1        72       3:15     1.3       2       3:20 Old Pointe Elementary School                100         20        6.7     3.9        103      3:45    27.6      47       4:35 Open Arms Child Support Center              100         20        1.9     4.4        26       2:30     1.8       3       2:35 Orchard Park Elementary School              100         20        4.5     2.3        118      4:00     5.7      10       4:10 Palmetto Children's Academy                 100         20        3.6     2.8        79       3:20     7.6      13       3:35 Pine Grove Christian Academy                100         20        6.5     5.6        70       3:10     1.3       2       3:15 Pleasant Knoll Elementary School            100         20        5.4     3.0        108      3:50     5.7      10       4:00 Catawba Nuclear Station                                          822                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

Travel Time Travel           Dist. from Dist.          Time             EPZ     EPZ Driver     Loading   To EPZ Average to EPZ          Bdry to Bdry to    ETE to Mobilization  Time      Bdry   Speed   Bdry    ETE    RC/PP   RC/PP      RC/PP School                 Time (min)    (min)     (mi)   (mph)   (min) (hr:min)  (mi.)   (min)    (hr:min)
Primrose School of Fort Mill                  100         20        6.2    16.1    23     2:25     6.8      12       2:40 Rawlinson Road Middle School                  100         20        7.0    3.9     107    3:50    27.0      46       4:40 Reach for the Stars                           100         20        2.0    1.9     64     3:05     5.7      10       3:15 Richmond Drive Elem. School                   100         20        3.9    2.5     95     3:35     5.0      9        3:45 Right Choice Child Development Center         100         20        4.7    3.1     92     3:35     1.8      3        3:40 Riverview Elementary School                   100         20        2.4    5.2     28     2:30     6.2      11       2:45 Riverwalk Academy                             100         20       12.3    10.1    73     3:15     4.7      8        3:25 Rock Hill Head Start Center                   100         20        3.1    3.5     53     2:55    26.0      45       3:40 Rosewood Elementary School                    100         20        6.1    2.3     156    4:40     0.1      0        4:40 Saluda Trail Middle School                    100         20        0.6    3.6     11     2:15    27.0      46       3:05 School Days Child Development Center          100         20        2.2    2.8     48     2:50     1.8      3        2:55 Shekinah Christian Academy                    100         20        3.6    2.8     79     3:20     7.6      13       3:35 Smart Kids CDC # 6                            100         20        8.4    3.5     145    4:25     6.2      11       4:40 South Pointe High School                      100         20        0.3    2.7      6     2:10    27.6      47       3:00 Springfield Elementary School                 100         20        4.8    2.6     108    3:50     6.2      11       4:05 Springfield Middle School                     100         20        4.8    2.6     108    3:50     6.6      11       4:05 St Anne's Catholic                            100         20        3.2    2.3     84     3:25     1.4      2        3:30 St. Anne Catholic School                      100         20        3.2    2.3     84     3:25     1.4      2        3:30 Sugar & Spice Child Development Center LLC    100         20        1.5    3.1     29     2:30     0.1      0        2:30 Sugar Creek Elementary School                 100         20        5.1    3.3     94     3:35     6.2      11       3:50 Sullivan Middle School                        100         20        3.6    2.0     111    3:55     1.4      2        4:00 Sunset Park Accelerated                       100         20        2.5    3.4     44     2:45    27.6      47       3:35 Sunshine HouseSite 14                        100         20        3.9    4.7     50     2:50     0.1      0        2:50 Tega Cay Children's Academy                   100         20        7.1    16.1    26     2:30     6.2      11       2:45 Tega Cay Elementary School                    100         20        8.4    18.4    27     2:30     6.2      11       2:45 The Academy of Young Scholars, LLC            100         20        4.7    2.2     127    4:10     5.7      10       4:20 The Goddard School in Fort Mill               100         20        7.5    16.1    28     2:30     6.8      12       2:45 Catawba Nuclear Station                                            823                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Travel Time Travel                Dist. from Dist.              Time                  EPZ       EPZ Driver     Loading To EPZ Average       to EPZ               Bdry to  Bdry to     ETE to Mobilization  Time      Bdry    Speed      Bdry       ETE      RC/PP     RC/PP      RC/PP School                 Time (min)    (min)     (mi)    (mph)      (min)    (hr:min)    (mi.)    (min)     (hr:min)
The Goddard School of Lake Wylie              100         20       11.4     10.3        66       3:10       5.3        9        3:20 The Goddard School of Rock Hill               100         20        5.0     3.4         90       3:30       0.1        0        3:30 The Learning Experience                       100         20        6.7     16.1        25       2:25       6.2        11       2:40 Toddler House Day Care                        100         20        1.5     3.7         24       2:25       0.1        0        2:25 Village Montessori and Preparatory School     100         20        7.5     3.4        133       4:15       6.8        12       4:30 Walnut Grove Christian School                 100         20        7.5     4.6         98       3:40       5.7        10       3:50 Westminster Catawba Christian School 612     100         20        7.5     4.2        107       3:50       7.6        13       4:05 Westminster Catawba Christian School PK5     100         20        4.8     3.1         93       3:35       0.1        0        3:35 Winthrop University                           100         20        4.5     2.0        133       4:15      10.9        19       4:35 Woodhaven Baptist Child Development Center    100         20        5.1     2.2        138       4:20       0.1        0        4:20 York Comprehensive High School                100         20        3.7     24.0         9       2:10       9.9        17       2:30 York Head Start Center                        100         20        3.6     31.0         7       2:10       9.9        17       2:30 York Intermediate School                      100         20        4.4     28.6         9       2:10       9.9        17       2:30 York Middle School                            100         20        4.8     25.5        11       2:15       9.9        17       2:35 York One Academy                              100         20        3.6     31.0         7       2:10       9.9        17       2:30 York Preparatory Elementary School            100         20       12.5     10.8        69       3:10      27.6        47       4:00 York Preparatory High School                  100         20       12.5     10.8        69       3:10      27.6        47       4:00 York Preparatory Middle School                100         20       12.5     10.8        69       3:10      27.6        47       4:00 York Road Elementary School                   100         20        5.0     4.8         63       3:05       6.2        11       3:20 York Technical College                                          Commuter School  Does not evacuate with buses York Technical College Child Development 100         20        3.2     2.3         84       3:25       7.6        13       3:40 Center Yours, Mine and Ours Day Care                 100         20        3.0     24.0         8       2:10       9.9        17       2:30 Maximum for EPZ:       4:40            Maximum:       4:40 Average for EPZ:     3:05             Average:      3:20 Catawba Nuclear Station                                            824                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                   Rev. 0

Table 84. School Evacuation Time Estimates - Snow/Ice Travel Travel             Dist. Time Dist.              Time to              EPZ   from EPZ Driver      Loading To EPZ Average            EPZ             Bdry to  Bdry to     ETE to Mobilization     Time      Bdry     Speed       Bdry      ETE    RC/PP     RC/PP      RC/PP School         Time (min)       (min)     (mi)     (mph)       (min)   (hr:min)  (mi.)    (min)     (hr:min)
A COUNTY SCHOOLS Forestview High School                 110           25        0.0      Located in Shadow Region      6.1       12        2:30 W. A. Bess Elementary School           110           25        0.0      Located in Shadow Region      6.1       12        2:30 MECKLENBURG COUNTY SCHOOLS Berewick Elementary School             110           25        0.0      Located in Shadow Region     19.2       38        2:55 Cathedral of the Cross                 110           25        4.6       3.2         88      3:45    15.2       30        4:15 Good Shepherd UMC                      110           25        4.6       3.2         88      3:45    15.2       30        4:15 Kennedy Middle School                  110           25        2.4       7.6         19      2:35    19.2       38        3:15 Lake Wylie Elementary School           110           25        4.6       3.2         88      3:45    15.2       30        4:15 Palisades Episcopal School             110           25       11.6       6.1        114      4:10    19.2       38        4:50 Palisades Park Elementary School       110           25        8.9       3.8        141      4:40    19.2       38        5:20 Pineville Elementary School            110           25        3.5      34.4         6       2:25    18.0       36        3:05 Primrose School at Park Crossing       110           25        3.5      34.4         6       2:25    17.4       35        3:00 River Gate Elementary School           110           25        6.3       3.1        121      4:20    15.2       30        4:50 Rod of God Christian Academy           110           25        0.5       7.3          4      2:20    15.2       30        2:50 Southwest Middle School                110           25        5.3       6.5         48      3:05    19.2       38        3:45 Steele Creek Elementary School         110           25        2.7       8.3         20      2:35    19.2       38        3:15 The Olympic Community of Schools       110           25        1.5       7.3         13      2:30    19.2       38        3:10 Tutor Time                             110           25        4.6       3.2         88      3:45    15.2       30        4:15 Walnut Grove Christian School          110           25        4.6       3.2         88      3:45    15.2       30        4:15 Winget Park Elementary School          110           25        5.6      10.8         31      2:50    19.2       38        3:30 YORK COUNTY SCHOOLS A Child's Heart                        110           25        1.2       2.6         28      2:45    26.0       52        3:40 A Child's World                        110           25        3.0       3.0         60      3:15     5.7       11        3:30 Adventures Plus Child Care             110           25        5.3       2.5        128      4:25     1.8        4        4:30 Agape United Day Care                  110           25        3.1      19.5          9      2:25     4.7        9        2:35 Catawba Nuclear Station                                      825                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Travel Travel             Dist. Time Dist.            Time to              EPZ   from EPZ Driver     Loading   To EPZ Average       EPZ             Bdry to  Bdry to     ETE to Mobilization  Time      Bdry   Speed       Bdry      ETE    RC/PP     RC/PP      RC/PP School                Time (min)    (min)     (mi)   (mph)       (min)   (hr:min)  (mi.)    (min)     (hr:min)
Applied Technology Center                     110         25        5.1     3.5        87       3:45     1.8        4        3:50 Avery Lake Head Start                         110         25        2.2     5.4        25       2:40     6.2       12        2:55 Banks Trail Middle School                     110         25        2.1     5.4        24       2:40     6.8       14        2:55 Beansprout Academy                            110         25        7.5     2.9        154      4:50     5.7       11        5:05 Belleview Elementary School                   110         25        1.5     9.4        10       2:25     7.6       15        2:40 Best Friends Child Development                110         25        3.2     1.9        102      4:00     7.6       15        4:15 Bethel Elementary School                      110         25        7.6     5.1        89       3:45     5.3       11        4:00 Blessed Hope Baptist School                   110         25        3.9    10.2        23       2:40     9.9       20        3:00 Blue Eagle Academy                            110         25        3.3     5.2        38       2:55     5.3       11        3:10 Carolina Academy                              110         25        6.1     1.9        189      5:25     0.1        0        5:25 Carolina Kids Child Development Center        110         25        5.0     2.8        106      4:05     0.1        0        4:05 Carolina Kids Child Development Center II     110         25        5.7     2.3        150      4:45     6.2       12        5:00 Central Child Development Center              110         25        1.3     2.8        26       2:45     0.1        0        2:45 Child Development Center on Herlong           110         25        5.9     3.9        91       3:50    27.6       55        4:45 Childrens School at Sylvia Circle            110         25        3.1     3.3        56       3:15     0.0        0        3:15 Christine Stiles                              110         25        5.6    19.4        17       2:35     4.7        9        2:45 Classy Kids Academy                           110         25        3.4     2.6        79       3:35     0.0        0        3:35 Clinton College                               110         25        3.2     2.6        72       3:30    20.8       42        4:15 Clover 9th Grade Academy                      110         25        3.2     4.8        40       2:55     6.5       13        3:10 Clover Middle School                          110         25        0.0    Located in Shadow Region      7.5       15        2:30 Clover Head Start                             110         25        1.6     5.0        19       2:35     5.3       11        2:50 Clover High                                   110         25        3.5     4.8        44       3:00     6.5       13        3:15 Clover High School Early Childhood Program    110         25        3.5     4.8        44       3:00     6.5       13        3:15 Comenius School for Creative Leadership       110         25        5.8     2.7        128      4:25     6.2       12        4:40 Cotton Belt Elementary                        110         25        2.8    33.7         5       2:20     5.8       12        2:35 Cottonbelt Elementary School                  110         25        2.8    33.7         5       2:20     5.8       12        2:35 Creative Kids                                 110         25        8.8     8.4        63       3:20     5.3       11        3:35 Crowders Creek Elem. School                   110         25        9.4     8.9        63       3:20     5.3       11        3:35 Catawba Nuclear Station                                            826                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

Travel Travel             Dist. Time Dist.            Time to              EPZ   from EPZ Driver     Loading   To EPZ Average       EPZ             Bdry to  Bdry to     ETE to Mobilization  Time      Bdry   Speed       Bdry      ETE    RC/PP     RC/PP      RC/PP School                   Time (min)    (min)     (mi)   (mph)       (min)   (hr:min)  (mi.)    (min)     (hr:min)
Doby's Bridge Elementary School                 110         25        0.0    Located in Shadow Region      6.3       13        2:30 Dutchman Creek Middle School                    110         25       11.3     3.7        181      5:20     0.1        0        5:20 Ebenezer Avenue Elem. School                    110         25        4.9     2.5        120      4:15     1.8        4        4:20 Ebinport Elementary School                      110         25        4.7     2.6        109      4:05     1.8        4        4:10 Field Of Dreams Nurture and Education Center    110         25        4.5     2.0        136      4:35     5.7       11        4:50 Finley Road Elem. School                        110         25        5.2     3.2        97       3:55    26.0       52        4:50 Floyd D. Johnson Technical Ctr.                 110         25        3.7    18.5        12       2:30     9.9       20        2:50 Fort Mill Academy                               110         25        1.6     5.4        18       2:35     6.8       14        2:50 Fort Mill Elementary School                     110         25        1.6     5.6        18       2:35     6.2       12        2:50 Fort Mill High School                           110         25        5.2     2.2        143      4:40     6.6       13        4:55 Fort Mill Middle School                         110         25        1.5     5.6        17       2:35     6.6       13        2:50 Fort Mill Preparatory Cooperative Preschool     110         25        5.4     2.3        145      4:40     6.2       12        4:55 Freedom Montessori School                       110         25        1.9     3.9        29       2:45     0.1        0        2:45 Giving Tree Child Development Center            110         25       10.7     9.2         70      3:25     5.3       11        3:40 God's Blessing's Christian Child Care           110         25        4.1     2.6        96       3:55     1.8        4        4:00 Gold Hill Elementary School                     110         25        5.7     2.5        139      4:35     5.7       11        4:50 Gold Hill Middle School                         110         25        6.6     2.6        154      4:50     6.6       13        5:05 Griggs Rd. Elementary School                    110         25        4.2     5.0        50       3:05     5.3       11        3:20 Harold C Johnson Elementary                     110         25        4.1    10.2        24       2:40     9.9       20        3:00 Harold C. Johnson Elem. School                  110         25        4.1    10.2        24       2:40     9.9       20        3:00 House of Joy                                    110         25        2.9     4.3        41       3:00     1.8        4        3:05 House of Joy Childcare Center II                110         25        1.1     1.4        48       3:05     1.4        3        3:10 Hunter Street Elementary                        110         25        4.9    10.5        28       2:45     9.9       20        3:05 Hunter Street Elem. School                      110         25        4.9    10.5        28       2:45     9.9       20        3:05 India Hook Elementary School                    110         25        8.9     4.2        127      4:25     4.7        9        4:35 Ivybrook Academy                                110         25        5.3     2.5        129      4:25     6.2       12        4:40 Jefferson Elementary School                     110         25        0.0    Located in Shadow Region      7.2       14        2:30 Kids First Academy                              110         25        0.7    36.0          1      2:20     5.5       11        2:35 Catawba Nuclear Station                                              827                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                              Rev. 0

Travel Travel           Dist. Time Dist.         Time to            EPZ   from EPZ Driver     Loading   To EPZ Average   EPZ            Bdry to  Bdry to     ETE to Mobilization  Time      Bdry   Speed    Bdry    ETE    RC/PP     RC/PP      RC/PP School              Time (min)    (min)     (mi)   (mph)   (min)  (hr:min)  (mi.)    (min)     (hr:min)
Kids R Kids                                 110         25        7.6    13.0     35     2:50     6.2       12        3:05 Kids World Too                              110         25        3.0    3.5      52     3:10    26.0       52        4:05 Kinard Elementary School                    110         25        0.9    36.0      2     2:20     5.5       11        2:35 Lake Pointe Academy                         110         25       10.9    7.8      84     3:40     6.1       12        3:55 Larne Elementary School                     110         25        2.2    36.0      4     2:20     5.5       11        2:35 Liberty Child Development Center            110         25        5.5    2.9     114     4:10     0.1        0        4:10 Liberty Christian Daycare                   110         25        3.5    29.3      7     2:25     9.9       20        2:45 Little Fox Child Development Center         110         25        2.7    2.8      58     3:15     6.2       12        3:30 Little Saints Academy                       110         25        3.4    2.8      75     3:30     0.1        0        3:30 MorningStar Kids Discovery Center           110         25        5.1    2.9     107     4:05     6.2       12        4:20 Mount Gallant Elementary School             110         25       10.9    5.2     126     4:25     1.8        4        4:30 Nation Ford High School                     110         25        3.8    2.9      78     3:35     6.6       13        3:50 Next Generation Child Development Center    110         25        0.2    2.9       3     2:20    26.0       52        3:15 Northside Elementary School                 110         25        3.4    2.3      90     3:45     7.6       15        4:00 Northwestern High School                    110         25        5.4    3.5      92     3:50    27.6       55        4:45 Oakdale Elementary School                   110         25        0.5    2.6      11     2:30    26.0       52        3:25 Oakridge Elementary                         110         25        6.2    4.8      77     3:35     1.3        3        3:40 Oakridge Middle School                      110         25        6.2    4.4      85     3:40     1.3        3        3:45 Old Pointe Elementary School                110         25        6.7    4.1      99     3:55    27.6       55        4:50 Open Arms Child Support Center              110         25        1.9    4.4      26     2:45     1.8        4        2:50 Orchard Park Elementary School              110         25        4.5    2.0     136     4:35     5.7       11        4:50 Palmetto Children's Academy                 110         25        3.6    2.3      95     3:50     7.6       15        4:05 Pine Grove Christian Academy                110         25        6.5    4.8      81     3:40     1.3        3        3:45 Pleasant Knoll Elementary School            110         25        5.4    2.7     120     4:15     5.7       11        4:30 Primrose School of Fort Mill                110         25        6.2    10.9     35     2:50     6.8       14        3:05 Rawlinson Road Middle School                110         25        7.0    3.6     117     4:15    27.0       54        5:10 Reach for the Stars                         110         25        2.0    1.7      72     3:30     5.7       11        3:45 Richmond Drive Elem. School                 110         25        3.9    2.1     113     4:10     5.0       10        4:20 Catawba Nuclear Station                                          828                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

Travel Travel           Dist. Time Dist.         Time to            EPZ   from EPZ Driver     Loading   To EPZ Average   EPZ            Bdry to  Bdry to     ETE to Mobilization  Time      Bdry   Speed    Bdry    ETE    RC/PP     RC/PP      RC/PP School                 Time (min)    (min)     (mi)   (mph)   (min)  (hr:min)  (mi.)    (min)     (hr:min)
Right Choice Child Development Center         110         25        4.7    2.6     109     4:05     1.8        4        4:10 Riverview Elementary School                   110         25        2.4    5.0      29     2:45     6.2       12        3:00 Riverwalk Academy                             110         25       12.3    10.7     69     3:25     4.7        9        3:35 Rock Hill Head Start Center                   110         25        3.1    3.3      56     3:15    26.0       52        4:10 Rosewood Elementary School                    110         25        6.1    1.9     189     5:25     0.1        0        5:25 Saluda Trail Middle School                    110         25        0.6    3.3      12     2:30    27.0       54        3:25 School Days Child Development Center          110         25        2.2    2.5      52     3:10     1.8        4        3:15 Shekinah Christian Academy                    110         25        3.6    2.3      95     3:50     7.6       15        4:05 Smart Kids CDC # 6                            110         25        8.4    3.0     168     5:05     6.2       12        5:20 South Pointe High School                      110         25        0.3    2.9       5     2:20    27.6       55        3:15 Springfield Elementary School                 110         25        4.8    2.2     128     4:25     6.2       12        4:40 Springfield Middle School                     110         25        4.8    2.2     128     4:25     6.6       13        4:40 St Anne's Catholic                            110         25        3.2    1.9     103     4:00     1.4        3        4:05 St. Anne Catholic School                      110         25        3.2    1.9     103     4:00     1.4        3        4:05 Sugar & Spice Child Development Center LLC    110         25        1.5    2.3      40     2:55     0.1        0        2:55 Sugar Creek Elementary School                 110         25        5.1    2.9     107     4:05     6.2       12        4:20 Sullivan Middle School                        110         25        3.6    1.5     142     4:40     1.4        3        4:45 Sunset Park Accelerated                       110         25        2.5    3.5      42     3:00    27.6       55        3:55 Sunshine HouseSite 14                        110         25        3.9    4.4      54     3:10     0.1        0        3:10 Tega Cay Children's Academy                   110         25        7.1    10.9     39     2:55     6.2       12        3:10 Tega Cay Elementary School                    110         25        8.4    13.0     39     2:55     6.2       12        3:10 The Academy of Young Scholars, LLC            110         25        4.7    1.8     153     4:50     5.7       11        5:05 The Goddard School in Fort Mill               110         25        7.5    13.0     34     2:50     6.8       14        3:05 The Goddard School of Lake Wylie              110         25       11.4    9.2      74     3:30     5.3       11        3:45 The Goddard School of Rock Hill               110         25        5.0    2.8     106     4:05     0.1        0        4:05 The Learning Experience                       110         25        6.7    10.9     37     2:55     6.2       12        3:10 Toddler House Day Care                        110         25        1.5    2.8      32     2:50     0.1        0        2:50 Village Montessori and Preparatory School     110         25        7.5    2.9     154     4:50     6.8       14        5:05 Catawba Nuclear Station                                            829                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

Travel Travel                Dist. Time Dist.              Time to                 EPZ   from EPZ Driver     Loading   To EPZ Average        EPZ                Bdry to   Bdry to     ETE to Mobilization  Time      Bdry    Speed        Bdry      ETE       RC/PP     RC/PP      RC/PP School                 Time (min)    (min)     (mi)    (mph)       (min)    (hr:min)     (mi.)    (min)     (hr:min)
Walnut Grove Christian School                 110         25        7.5      3.6        123       4:20        5.7       11        4:35 Westminster Catawba Christian School 612     110         25        7.5      3.8        118       4:15        7.6       15        4:30 Westminster Catawba Christian School PK5     110         25        4.8      2.6        110       4:05        0.1        0        4:05 Winthrop University                           110         25        4.5      1.7        161       5:00       10.9       22        5:25 Woodhaven Baptist Child Development Center    110         25        5.1      1.9        165       5:00        0.1        0        5:00 York Comprehensive High School                110         25        3.7     20.3         11       2:30        9.9       20        2:50 York Head Start Center                        110         25        3.6     32.7          7       2:25        9.9       20        2:45 York Intermediate School                      110         25        4.4     26.9         10       2:25        9.9       20        2:45 York Middle School                            110         25        4.8     25.0         12       2:30        9.9       20        2:50 York One Academy                              110         25        3.6     32.7          7       2:25        9.9       20        2:45 York Preparatory Elementary School            110         25       12.5      9.7         77       3:35       27.6       55        4:30 York Preparatory High School                  110         25       12.5      9.7         77       3:35       27.6       55        4:30 York Preparatory Middle School                110         25       12.5      9.7         77       3:35       27.6       55        4:30 York Road Elementary School                   110         25        5.0      4.3         71       3:30        6.2       12        3:45 York Technical College                                            Commuter School  Does not evacuate with buses York Technical College Child Development 110         25        3.2      1.9        103       4:00        7.6       15        4:15 Center Yours, Mine and Ours Day Care                 110         25        3.0     19.5          9       2:25        9.9       20        2:45 Maximum for EPZ:       5:25             Maximum:       5:25 Average for EPZ:     3:30               Average:     3:45 Catawba Nuclear Station                                            830                                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                 Rev. 0

Table 85. TransitDependent Evacuation Time Estimates  Good Weather OneWave                                                                  TwoWave Route                                       Travel                   Route Route              Travel    Pickup               Distance    Time to          Driver   Travel     Pickup Route     Bus      Mobilization Length  Speed        Time      Time       ETE      to R. C.      R. C. Unload  Rest     Time       Time         ETE Number   Number        (min)     (miles) (mph)       (min)      (min)    (hr:min)    (miles)     (min)     (min) (min)    (min)       (min)      (hr:min) 1       1, 2         110         13     16           50       30        3:15       23.7         36        5     10       53         30          5:30 13          90         8.9    4.0          134       30        4:15       17.4         26        5     10       38         30          6:05 2
47          110        8.9    4.5          118       30        4:20       17.4         26        5     10       38         30          6:10 16          90         4.3    7.2          36        30        2:40       17.7         27        5     10       35         30          4:30 7  12        95         4.3    7.5          35        30        2:40       17.7         27        5     10       35         30          4:30 3     13  18        100        4.3    7.8          33        30        2:45       17.7         27        5     10       35         30          4:35 19  24        105        4.3    8.3          31        30        2:50       17.7         27        5     10       35         30          4:40 25  29        110        4.3    8.5          30        30        2:55       17.7         27        5     10       36         30          4:45 4       1, 2         110        4.8    20.2         14        30        2:35       18.1         27        5     10       34         30          4:25 14           90        11.2   14.3         47        30        2:50       34.6         52        5     10       68         30          5:40 5
58          110        11.2   20.6         33        30        2:55       34.6         52        5     10       68         30          5:45 16          90         7.5    3.4          131       30        4:15       10.0         15        5     10       36         30          5:55 7  12        95         7.5    3.5          129       30        4:15       10.0         15        5     10       36         30          5:55 6     13  18        100        7.5    3.5          128       30        4:20       10.0         15        5     10       34         30          5:55 19  24        105        7.5    3.6          126       30        4:25       10.0         15        5     10       31         30          6:00 24  31        110        7.5    3.6          124       30        4:25       10.0         15        5     10       31         30          6:00 14          90         9.5    5.5          105       30        3:45       20.8         31        5     10       60         30          6:05 7       5 9         100        9.5    5.4          105       30        3:55       20.8         31        5     10       59         30          6:15 9  13        110        9.5    5.4          105       30        4:10       20.8         31        5     10       59         30          6:30 19          90         10.0   4.1          145       30        4:25       12.8         19        5     10       45         30          6:15 8     10  18        95         10.0   4.2          143       30        4:30       12.8         19        5     10       42         30          6:20 18  27        100        10.0   4.3          139       30        4:30       12.8         19        5     10       42         30          6:20 Catawba Nuclear Station                                            831                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                          Rev. 0

OneWave                                                       TwoWave Route                                 Travel                 Route Route          Travel      Pickup           Distance Time to        Driver   Travel     Pickup Route     Bus      Mobilization Length  Speed    Time        Time     ETE    to R. C. R. C. Unload  Rest     Time       Time         ETE Number   Number        (min)     (miles) (mph)    (min)       (min)  (hr:min)  (miles)  (min)   (min) (min)    (min)       (min)      (hr:min) 28  37        105        10.0   4.4      137         30      4:35     12.8      19      5     10       39         30          6:20 38  47        110        10.0   4.5      132         30      4:35     12.8      19      5     10       39         30          6:20 1, 2         90         12.3   12.3     60          30      3:00     20.1      30      5     10       47         30          5:05 9
3           110        12.3   12.0     61          30      3:25     20.1      30      5     10       47         30          5:30 14          90         8.6    7.4      70          30      3:10     23.4      35      5     10       47         30          5:20 10       5 7         100        8.6    7.4      70          30      3:20     23.4      35      5     10       47         30          5:30 8  10        110        8.6    7.7      67          30      3:30     23.4      35      5     10       47         30          5:40 13           90        10.9   9.8      67          30      3:10     20.6      31      5     10       45         30          5:15 11 4           110        10.9   12.3     53          30      3:15     20.6      31      5     10       45         30          5:20 13          90         7.7    6.9      67          30      3:10     10.7      16      5     10       27         30          4:40 12 46          110        7.7    8.3      56          30      3:20     10.7      16      5     10       26         30          4:50 13          90         8.0    12.8     37          30      2:40     10.0      15      5     10       26         30          4:10 13 46          110        8.0    11.2     43          30      3:05     10.0      15      5     10       26         30          4:35 13          90         4.5    16.8     16          30      2:20     11.1      17      5     10       27         30          3:50 14 46          110        4.5    14.4     19          30      2:40     11.1      17      5     10       23         30          4:05 13          90         2.7    8.6      19          30      2:20     10.0      15      5     10       19         30          3:40 15 4           110        2.7    5.5      29          30      2:50     10.0      15      5     10       19         30          4:10 Maximum ETE:      4:35                                        Maximum ETE:         6:30 Average ETE:   3:30                                          Average ETE:       5:20 Catawba Nuclear Station                                        832                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                               Rev. 0

Table 86. TransitDependent Evacuation Time Estimates  Rain OneWave                                                                     TwoWave Route                                        Travel                       Route Route             Travel      Pickup              Distance    Time to             Driver   Travel      Pickup Route    Bus      Mobilization Length  Speed       Time        Time      ETE       to R. C. R. C.      Unload  Rest     Time        Time         ETE Number  Number        (min)     (miles) (mph)       (min)      (min)    (hr:min)    (miles)     (min)        (min) (min)     (min)      (min)       (hr:min) 1      1, 2         120         13     11          72         40       3:55       23.7         41           5     10       60          40          6:35 13          100        8.9    3.8         140         40       4:40       17.4         30           5     10       43          40          6:50 2
47          120        8.9    4.3         123         40       4:45       17.4         30           5     10       55          40          7:05 16          100        4.3    6.6         39          40       3:00       17.7         30           5     10       42          40          5:10 7  12        105        4.3    7.6         34          40       3:00       17.7         30           5     10       42          40          5:10 3     13  18       110        4.3    7.9         33          40       3:05       17.7         30           5     10       42          40          5:15 19  24       115        4.3    8.7         30          40       3:05       17.7         30           5     10       41          40          5:15 25  29       120        4.3    9.1         28          40       3:10       17.7         30           5     10       37          40          5:15 4      1, 2         120        4.8    12.0        24          40       3:05       18.1         31           5     10       39          40          5:10 14          100        11.2   12.4        54          40       3:15       34.6         59           5     10       77          40          6:30 5
58          120        11.2   18.0        37          40       3:20       34.6         59           5     10       100         40          6:55 16          100        7.5    3.2         141         40       4:45       10.0         17           5     10       45          40          6:45 7  12        105        7.5    3.2         139         40       4:45       10.0         17           5     10       45          40          6:45 6     13  18       110        7.5    3.3         138         40       4:50       10.0         17           5     10       45          40          6:50 19  24       115        7.5    3.4         134         40       4:50       10.0         17           5     10       45          40          6:50 24  31       120        7.5    3.4         133         40       4:55       10.0         17           5     10       38          40          6:50 14          100        9.5    4.6         125         40       4:25       20.8         36           5     10       63          40          7:00 7      5 9         110        9.5    4.6         125         40       4:35       20.8         36           5     10       65          40          7:15 9  13        120        9.5    4.6         125         40       4:45       20.8         36           5     10       62          40          7:20 19          100        10.0   4.1         146         40       4:50       12.8         22           5     10       45          40          6:55 10  18       105        10.0   4.1         146         40       4:55       12.8         22           5     10       45          40          7:00 8     18  27       110        10.0   4.2         143         40       4:55       12.8         22           5     10       43          40          7:00 28  37       115        10.0   4.2         142         40       5:00       12.8         22           5     10       45          40          7:05 38  47       120        10.0   4.5         135         40       4:55       12.8         22           5     10       37          40          6:50 Catawba Nuclear Station                                            833                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

OneWave                                                        TwoWave Route                                  Travel                  Route Route           Travel     Pickup            Distance Time to        Driver   Travel      Pickup Route    Bus      Mobilization Length  Speed     Time       Time      ETE    to R. C. R. C. Unload  Rest     Time        Time         ETE Number  Number        (min)     (miles) (mph)     (min)      (min)   (hr:min)  (miles)  (min)   (min) (min)     (min)      (min)       (hr:min) 1, 2         100        12.3   9.3       79         40       3:40     20.1      34      5     10       52          40          6:05 9
3           120        12.3   10.1      73         40       3:55     20.1      34      5     10       52          40          6:20 14          100        8.6    6.5       79         40       3:40     23.4      40      5     10       53          40          6:10 10      5 7         110        8.6    6.9       75         40       3:45     23.4      40      5     10       53          40          6:15 8  10        120        8.6    7.4       70         40       3:50     23.4      40      5     10       53          40          6:20 13          100        10.9   9.1       72         40       3:35     20.6      35      5     10       51          40          6:00 11 4           120        10.9   11.0      60         40       3:40     20.6      35      5     10       51          40          6:05 13          100        7.7    6.1       76         40       3:40     10.7      18      5     10       30          40          5:25 12 46          120        7.7    7.4       63         40       3:45     10.7      18      5     10       30          40          5:30 13          100        8.0    5.7       85         40       3:45     10.0      17      5     10       29          40          5:30 13 46          120        8.0    7.1       68         40       3:50     10.0      17      5     10       29          40          5:35 13          100        4.5    13.3      20         40       2:45     11.1      19      5     10       26          40          4:25 14 46          120        4.5    10.9      25         40       3:05     11.1      19      5     10       26          40          4:45 13          100        2.7    3.0       55         40       3:15     10.0      17      5     10       22          40          4:50 15 4           120        2.7    2.8       57         40       3:40     10.0      17      5     10       21          40          5:15 Maximum ETE:      5:00                                           Maximum ETE:       7:20 Average ETE:   4:00                                            Average ETE:      6:10 Catawba Nuclear Station                                         834                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                Rev. 0

Table 87. Transit Dependent Evacuation Time Estimates - Snow/Ice OneWave                                                                    TwoWave Route                                       Travel                     Route Route              Travel      Pickup              Distance   Time to            Driver   Travel      Pickup Route    Bus     Mobilization  Length  Speed        Time        Time      ETE       to R. C. R. C. Unload  Rest     Time        Time          ETE Number  Number       (min)      (miles) (mph)        (min)       (min)   (hr:min)    (miles)     (min)      (min) (min)    (min)        (min)       (hr:min) 1      1, 2        130          13      9          92          50       4:35       23.7         47         5     10       69          50           7:40 13          110         8.9    3.5          155         50       5:15       17.4         35         5     10       50          50           7:45 2
47          130         8.9    3.7          145         50       5:25       17.4         35         5     10       62          50           8:10 16          110         4.3    6.9          38          50       3:20       17.7         35         5     10       47          50           5:50 7  12       115         4.3    7.2          36          50       3:25       17.7         35         5     10       47          50           5:55 3    13  18       120         4.3    7.6          34          50       3:25       17.7         35         5     10       48          50           5:55 19  24       125         4.3    8.0          32          50       3:30       17.7         35         5     10       48          50           6:00 25  29       130         4.3    8.8          29          50       3:30       17.7         35         5     10       43          50           5:55 4      1, 2        130         4.8    10.9         27          50       3:30       18.1         36         5     10       45          50           6:00 14          110         11.2   10.9         62          50       3:45       34.6         69         5     10       90          50           7:30 5
58          130         11.2   13.9         48          50       3:50       34.6         69         5     10       115         50           8:00 16          110         7.5    2.7          165         50       5:25       10.0         20         5     10       49          50           7:40 7  12       115         7.5    2.8          163         50       5:30       10.0         20         5     10       49          50           7:45 6    13  18       120         7.5    2.8          160         50       5:35       10.0         20         5     10       49          50           7:50 19  24       125         7.5    2.8          160         50       5:35       10.0         20         5     10       46          50           7:50 24  31       130         7.5    2.9          157         50       5:40       10.0         20         5     10       43          50           7:50 14          110         9.5    3.5          161         50       5:25       20.8         42         5     10       68          50           8:20 7      5 9        120         9.5    3.6          158         50       5:30       20.8         42         5     10       65          50           8:25 9  13       130         9.5    3.7          155         50       5:35       20.8         42         5     10       73          50           8:35 19          110         10.0   3.4          175         50       5:35       12.8         26         5     10       56          50           8:05 10  18       115         10.0   3.4          175         50       5:40       12.8         26         5     10       50          50           8:05 8    18  27       120         10.0   3.4          175         50       5:50       12.8         26         5     10       50          50           8:15 28  37       125         10.0   3.4          174         50       5:50       12.8         26         5     10       46          50           8:10 38  47       130         10.0   3.5          173         50       5:55       12.8         26         5     10       42          50           8:10 Catawba Nuclear Station                                              835                                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

OneWave                                                        TwoWave Route                                 Travel                 Route Route           Travel     Pickup            Distance Time to        Driver   Travel      Pickup Route    Bus     Mobilization  Length  Speed     Time       Time      ETE    to R. C. R. C. Unload  Rest     Time        Time          ETE Number  Number       (min)      (miles) (mph)     (min)      (min)   (hr:min)  (miles)  (min)   (min) (min)    (min)        (min)       (hr:min) 1, 2        110         12.3   8.9       83         50       4:05     20.1      40      5     10       61          50           7:05 9
3          130         12.3   10.1      73         50       4:15     20.1      40      5     10       61          50           7:05 14          110         8.6    5.9       87         50       4:10     23.4      47      5     10       61          50           7:05 10      5 7        120         8.6    6.5       80         50       4:10     23.4      47      5     10       61          50           7:10 8  10       130         8.6    6.9       75         50       4:15     23.4      47      5     10       61          50           6:55 13          110         10.9   7.9       82         50       4:05     20.6      41      5     10       59          50           7:00 11 4          130         10.9   9.5       69         50       4:10     20.6      41      5     10       59          50           6:10 13          110         7.7    5.6       83         50       4:05     10.7      21      5     10       34          50           6:15 12 46          130         7.7    6.8       68         50       4:10     10.7      21      5     10       34          50           6:20 13          110         8.0    4.8       100        50       4:20     10.0      20      5     10       33          50           6:30 13 46          130         8.0    5.6       86         50       4:30     10.0      20      5     10       33          50           5:40 13          110         4.5    4.7       58         50       3:40     11.1      22      5     10       30          50           5:50 14 46          130         4.5    5.7       48         50       3:50     11.1      22      5     10       30          50           5:45 13          110         2.7    2.2       73         50       3:55     10.0      20      5     10       25          50           5:55 15 4          130         2.7    2.5       64         50       4:05     10.0      20      5     10       25          50           7:05 Maximum ETE:      5:55                                          Maximum ETE:         8:35 Average ETE:   4:35                                            Average ETE:       7:10 Catawba Nuclear Station                                          836                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Table 88. Special Facility Evacuation Time Estimates  Good Weather Loading                                       Travel Time Rate                 Total                     to EPZ Mobilization     (min per              Loading  Dist. To EPZ    Boundary       ETE Medical Facility                           Patient               (min)         person)    People  Time (min)  Bdry (mi)         (min)     (hr:min)
Ambulatory                    90              1         24        24          2.2             24        2:20 Adult Enrichment Centers of Fort Mill                     Wheelchair bound              90              5         20        75          2.2             6         2:55 Bedridden                     90             15         3         30          2.2            24         2:25 Ambulatory                    90              1         34        30          4.5            125        4:05 Adult Enrichment Centers of Rock Hill                     Wheelchair bound              90              5         28        75          4.5            110        4:35 Bedridden                     90             15         4         30          4.5            125        4:05 Ambulatory                    90              1         14        14          3.6             19        2:05 Adult Enrichment Centers of York                          Wheelchair bound              90              5         12        60          3.6            26         3:00 Bedridden                     90             15         2         30          3.6            20         2:20 Ambulatory                    90              1         27        27          7.5            120        4:00 Autumn Leaves of Fort Mill                                Wheelchair bound              90              5         21        75          7.5            100        4:25 Bedridden                     90             15         3         30          7.5            120        4:00 Ambulatory                    90              1          5         5          4.1             59        2:35 Bird Street I Community Residential Care Facility Wheelchair bound              90              5         3         15          4.1            62         2:50 Ambulatory                    90              1          5         5          4.1             59        2:35 Bird Street II Community Residential Care Facility Wheelchair bound              90              5         3         15          4.1            62         2:50 Ambulatory                    90              1          2         2          3.3             22        1:55 Brite Horizon Wheelchair bound              90              5         2         10          3.3            20         2:00 Ambulatory                    90              1         25        25          4.7             94        3:30 Brookdale Ebenezer Road                                   Wheelchair bound              90              5         21        75          4.7            64         3:50 Bedridden                     90             15         3         30          4.7            92         3:35 Ambulatory                    90              1         45        30          4.2             93        3:35 Brookdale Spring Arbor                                    Wheelchair bound              90              5         37        75          4.2            64         3:50 Bedridden                     90             15         5         30          4.2            93         3:35 Ambulatory                    90              1         44        30          6.1            151        4:35 Carolina Gardens at Rock Hill                             Wheelchair bound              90              5         36        75          6.1            118        4:45 Bedridden                     90             15         5         30          6.1            151        4:35 Catawba Nuclear Station                                                  837                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                     Rev. 0

Loading                                   Travel Time Rate             Total                     to EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility                Patient       (min)      person) People Time (min)  Bdry (mi)         (min)     (hr:min)
Ambulatory           90           1      70       30          3.4             9         2:10 Carolina Gardens at York                         Wheelchair bound     90           5      57       75          3.4             6         2:55 Bedridden            90          15       8       30          3.4             9         2:10 Ambulatory           90           1     116       30          0.4             1         2:05 Carolinas HealthCare System  Pineville          Wheelchair bound     90           5      93       75          0.4             1         2:50 Bedridden            90          15      13       30          0.4             1         2:05 Ambulatory           90           1      15       15          3.7             86        3:15 First Calvary Baptist Church Adult Day Care      Wheelchair bound     90           5      13       65          3.7            89         4:05 Bedridden            90          15       2       30          3.7             91        3:35 Ambulatory           90           1      18       18          3.2             76        3:05 Flint Hill Community Adult Day Care Center       Wheelchair bound     90           5      15       75          3.2            74         4:00 Bedridden            90          15       2       30          3.2             80        3:20 Ambulatory           90           1      11       11          4.9            100        3:25 Fort Mill Dialysis                               Wheelchair bound     90           5      9        45          4.9            86         3:45 Bedridden            90          15       1       15          4.9            100        3:25 Ambulatory           90           1      15       15          6.3             99        3:25 Fresenius Medical Care Fort Mill                 Wheelchair bound     90           5      13       65          6.3             92        4:10 Bedridden            90          15       2       30          6.3             93        3:35 Ambulatory           90           1      12       12          3.9             75        3:00 Fresenius Medical Care Rock Hill                 Wheelchair bound     90           5      9        45          3.9            74         3:30 Bedridden            90          15       1       15          3.9             75        3:00 Ambulatory           90           1      11       11          4.8             42        2:25 Fresenius Medical Care York                      Wheelchair bound     90           5      8        40          4.8            38         2:50 Bedridden            90          15       1       15          4.8             42        2:30 Ambulatory           90           1      54       30          4.7             68        3:10 Harborchase of Rock Hill                         Wheelchair bound     90           5      44       75          4.7             54        3:40 Bedridden            90          15       6       30          4.7             68        3:10 Ambulatory           90           1      24       24          4.5             92        3:30 Healthsouth Rehabilitation Hospital of Rock Hill Wheelchair bound     90           5      20       75          4.5            69         3:55 Bedridden            90          15      3        30          4.5            91         3:35 Catawba Nuclear Station                               838                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                           Rev. 0

Loading                                   Travel Time Rate             Total                     to EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility                     Patient       (min)      person) People Time (min)  Bdry (mi)         (min)     (hr:min)
Ambulatory           90           1       8        8          7.0             94        3:15 Hospice & Community Care House                       Wheelchair bound     90           5      6        30          7.0            88         3:30 Bedridden            90          15      1        15          7.0            95         3:20 Ambulatory           90           1       3        3          4.0             79        2:55 Interim Healthcare of The Triad Wheelchair bound     90           5      2        10          4.0            78         3:00 Ambulatory           90           1       7        7          4.5             97        3:15 Keystone Inpatient Services                          Wheelchair bound     90           5      5        25          4.5            92         3:30 Bedridden            90          15      1        15          4.5            95         3:20 Ambulatory           90           1      54       30          3.4             5         2:05 Lake Wylie Assisted Living Community                 Wheelchair bound     90           5      44       75          3.4             5         2:50 Bedridden            90          15       6       30          3.4             5         2:05 Ambulatory           90           1      30       30          6.6            119        4:00 Lodge at Wellmore                                    Wheelchair bound     90           5      24       75          6.6            105        4:30 Bedridden            90          15      3        30          6.6            119        4:00 Ambulatory           90           1      52       30          3.2             68        3:10 Magnolia ManorRock Hill                             Wheelchair bound     90           5      42       75          3.2            56         3:45 Bedridden            90          15      6        30          3.2            68         3:10 Ambulatory           90           1       5        5          5.6             94        3:10 Marett Boulevard Community Residential Care Facility Wheelchair bound     90           5      3        15          5.6            93         3:20 Ambulatory           90           1       2        2          1.7             18        1:50 McEntyre Home Wheelchair bound     90           5      1         5          1.7             18        1:55 Ambulatory           90           1       5        5          5.2             62        2:40 Meadowlark Drive Community Residential Care Facility Wheelchair bound     90           5      3        15          5.2            59         2:45 Ambulatory           90           1      49       30          2.4             34        2:35 Mecklenburg Health & Rehabilitation Center           Wheelchair bound     90           5      40       75          2.4            29         3:15 Bedridden            90          15      6        30          2.4            34         2:35 Ambulatory           90           1      30       30          5.2             99        3:40 Morningside of Rock Hill                             Wheelchair bound     90           5      24       75          5.2            73         4:00 Bedridden            90          15      3        30          5.2            99         3:40 Catawba Nuclear Station                                     839                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Loading                                   Travel Time Rate             Total                     to EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility          Patient       (min)      person) People Time (min)  Bdry (mi)         (min)     (hr:min)
Ambulatory           90           1      73       30          3.6             74        3:15 New Hope Carolinas                         Wheelchair bound     90           5      60       75          3.6            61         3:50 Bedridden            90          15      9        30          3.6            74         3:15 Ambulatory           90           1      10       10          6.3             55        2:35 Oakbridge Terrace at Park Pointe Village   Wheelchair bound     90           5      8        40          6.3            49         3:00 Bedridden            90          15      1        15          6.3            55         2:40 Ambulatory           90           1     142       30          4.5            91         3:35 Piedmont Medical Center                    Wheelchair bound     90           5     115       75          4.5            69         3:55 Bedridden            90          15      16       30          4.5             91        3:35 Ambulatory           90           1      57       30          1.6             3         2:05 Pineville Rehabilitation and Living Center Wheelchair bound     90           5      46       75          1.6             2         2:50 Bedridden            90          15       7       30          1.6             3         2:05 Ambulatory           90           1      64       30          5.0             94        3:35 Pruitthealth Rock Hill                     Wheelchair bound     90           5      53       75          5.0            69         3:55 Bedridden            90          15      8        30          5.0            94         3:35 Ambulatory           90           1       2        2          5.0            127        3:40 Riverview Hospice and Palliative Care Wheelchair bound     90           5      1         5          5.0            127        3:45 Ambulatory           90           1      49       30          3.6             73        3:15 Rock Hill Post Acute Care Center           Wheelchair bound     90           5      39       75          3.6            59         3:45 Bedridden            90          15      6        30          3.6            73         3:15 Sara Smith Home                            Ambulatory           90           1       1        1          4.6             75        2:50 Ambulatory           90           1       1        1         10.5             72        2:45 The Beckett Home Wheelchair bound     90           5      1         5         10.5            72         2:50 Ambulatory           90           1      44       30          6.2             82        3:25 The Crossings at Steele Creek              Wheelchair bound     90           5      36       75          6.2            64         3:50 Bedridden            90          15      5        30          6.2            82         3:25 Ambulatory           90           1       3        3          2.8             44        2:20 VOCA  Oakhaven Drive Group Home Wheelchair bound     90           5      3        15          2.8            44         2:30 Catawba Nuclear Station                          840                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Loading                                   Travel Time Rate             Total                     to EPZ Mobilization (min per          Loading  Dist. To EPZ    Boundary       ETE Medical Facility             Patient       (min)      person) People Time (min)  Bdry (mi)         (min)     (hr:min)
Ambulatory           90           1      73       30          6.6            119        4:00 Wellmore of Tega Cay                         Wheelchair bound     90           5      60       75          6.6            105        4:30 Bedridden            90          15      9        30          6.6            119        4:00 Ambulatory           90           1      32       30          4.3             90        3:30 Westminster Health and Rehabilitation Center Wheelchair bound     90           5      26       75          4.3            66         3:55 Bedridden            90          15      4        30          4.3            90         3:30 Ambulatory           90           1      17       17          4.3             90        3:20 Westminster Towers Residential               Wheelchair bound     90           5      14       70          4.3            67         3:50 Bedridden            90          15      2        30          4.3            87         3:30 Ambulatory           90           1      54       30          2.0             43        2:45 White Oak Manor York                         Wheelchair bound     90           5      43       75          2.0            45         3:30 Bedridden            90          15      6        30          2.0            43         2:45 Ambulatory           90           1      69       30          4.5             91        3:35 White Oak of Rock Hill                       Wheelchair bound     90           5      56       75          4.5            69         3:55 Bedridden            90          15      8        30          4.5            91         3:35 Ambulatory           90           1      20       20          6.3             59        2:50 Willow Brook Court at Park Pointe Village    Wheelchair bound     90           5      16       75          6.3            54         3:40 Bedridden            90          15      2        30          6.3            56         3:00 Ambulatory           90           1       2        2          1.9             20        1:55 Winchester Home Wheelchair bound     90           5      1         5          1.9             20        1:55 Maximum ETE:       4:45 Average ETE:     3:15 Catawba Nuclear Station                              841                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                          Rev. 0

Table 89. Special Facility Evacuation Time Estimates - Rain Travel Loading                                        Time to Rate                 Total                     EPZ Mobilization    (min per              Loading  Dist. To EPZ   Boundary        ETE Medical Facility                      Patient              (min)         person)     People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory                  100             1          24       24          2.2           28          2:35 Adult Enrichment Centers of Fort Mill                 Wheelchair bound            100             5          20       75          2.2            9          3:05 Bedridden                   100            15           3       30          2.2           25          2:35 Ambulatory                  100             1          34       30          4.5          126          4:20 Adult Enrichment Centers of Rock Hill                 Wheelchair bound            100             5          28       75          4.5           96          4:35 Bedridden                   100            15           4       30          4.5          126          4:20 Ambulatory                  100             1          14       14          3.6           27          2:25 Adult Enrichment Centers of York                      Wheelchair bound            100             5          12       60          3.6           28          3:10 Bedridden                   100            15           2       30          3.6           32          2:45 Ambulatory                  100             1          27       27          7.5          129          4:20 Autumn Leaves of Fort Mill                            Wheelchair bound            100             5          21       75          7.5          103          4:40 Bedridden                   100            15           3       30          7.5          129          4:20 Ambulatory                  100             1           5        5          4.1           71          3:00 Bird Street I Community Residential Care Facility Wheelchair bound            100             5           3       15          4.1           82          3:20 Ambulatory                  100             1           5        5          4.1           71          3:00 Bird Street II Community Residential Care Facility Wheelchair bound            100             5           3       15          4.1           82          3:20 Ambulatory                  100             1           2        2          3.3           24          2:10 Brite Horizon Wheelchair bound            100             5           2       10          3.3           26          2:20 Ambulatory                  100             1          25       25          4.7           82          3:30 Brookdale Ebenezer Road                               Wheelchair bound            100             5          21       75          4.7           71          4:10 Bedridden                   100            15           3       30          4.7           80          3:30 Ambulatory                  100             1          45       30          4.2           79          3:30 Brookdale Spring Arbor                                Wheelchair bound            100             5          37       75          4.2           71          4:10 Bedridden                   100            15           5       30          4.2           79          3:30 Ambulatory                  100             1          44       30          6.1          156          4:50 Carolina Gardens at Rock Hill                         Wheelchair bound            100             5          36       75          6.1          131          5:10 Bedridden                   100            15           5       30          6.1          156          4:50 Catawba Nuclear Station                                              842                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility                Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          100           1      70       30          3.4            8          2:20 Carolina Gardens at York                         Wheelchair bound    100           5      57       75          3.4            6          3:05 Bedridden           100          15      8        30          3.4            8          2:20 Ambulatory          100           1     116       30          0.4            1          2:15 Carolinas HealthCare System  Pineville          Wheelchair bound    100           5      93       75          0.4            1          3:00 Bedridden           100          15      13       30          0.4            1          2:15 Ambulatory          100           1      15       15          3.7           77          3:15 First Calvary Baptist Church Adult Day Care      Wheelchair bound    100           5      13       65          3.7           93          4:20 Bedridden           100          15       2       30          3.7           81          3:35 Ambulatory          100           1      18       18          3.2           67          3:05 Flint Hill Community Adult Day Care Center       Wheelchair bound    100           5      15       75          3.2           80          4:15 Bedridden           100          15       2       30          3.2           70          3:20 Ambulatory          100           1      11       11          4.9          109          3:40 Fort Mill Dialysis                               Wheelchair bound    100           5       9       45          4.9           93          4:00 Bedridden           100          15       1       15          4.9          109          3:45 Ambulatory          100           1      15       15          6.3          116          3:55 Fresenius Medical Care Fort Mill                 Wheelchair bound    100           5      13       65          6.3          108          4:35 Bedridden           100          15       2       30          6.3          108          4:00 Ambulatory          100           1      12       12          3.9           75          3:10 Fresenius Medical Care Rock Hill                 Wheelchair bound    100           5       9       45          3.9           61          3:30 Bedridden           100          15      1        15          3.9           75          3:10 Ambulatory          100           1      11       11          4.8           59          2:50 Fresenius Medical Care York                      Wheelchair bound    100           5      8        40          4.8           51          3:15 Bedridden           100          15      1        15          4.8           59          2:55 Ambulatory          100           1      54       30          4.7           69          3:20 Harborchase of Rock Hill                         Wheelchair bound    100           5      44       75          4.7           55          3:50 Bedridden           100          15      6        30          4.7           69          3:20 Ambulatory          100           1      24       24          4.5           90          3:35 Healthsouth Rehabilitation Hospital of Rock Hill Wheelchair bound    100           5      20       75          4.5           65          4:00 Bedridden           100          15       3       30          4.5           88          3:40 Catawba Nuclear Station                                843                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                            Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility                     Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          100           1      8         8          7.0          110          3:40 Hospice & Community Care House                       Wheelchair bound    100           5      6        30          7.0          104          3:55 Bedridden           100          15      1        15          7.0          110          3:45 Ambulatory          100           1      3         3          4.0           82          3:05 Interim Healthcare of The Triad Wheelchair bound    100           5      2        10          4.0           79          3:10 Ambulatory          100           1      7         7          4.5           96          3:25 Keystone Inpatient Services                          Wheelchair bound    100           5      5        25          4.5           90          3:35 Bedridden           100          15      1        15          4.5           94          3:30 Ambulatory          100           1      54       30          3.4           20          2:30 Lake Wylie Assisted Living Community                 Wheelchair bound    100           5      44       75          3.4            5          3:00 Bedridden           100          15      6        30          3.4           20          2:30 Ambulatory          100           1      30       30          6.6          130          4:20 Lodge at Wellmore                                    Wheelchair bound    100           5      24       75          6.6          100          4:35 Bedridden           100          15      3        30          6.6          130          4:20 Ambulatory          100           1      52       30          3.2           68          3:20 Magnolia ManorRock Hill                             Wheelchair bound    100           5      42       75          3.2           54          3:50 Bedridden           100          15      6        30          3.2           68          3:20 Ambulatory          100           1      5         5          5.6          109          3:35 Marett Boulevard Community Residential Care Facility Wheelchair bound    100           5      3        15          5.6          112          3:50 Ambulatory          100           1      2         2          1.7           20          2:05 McEntyre Home Wheelchair bound    100           5      1         5          1.7           20          2:05 Ambulatory          100           1      5         5          5.2           72          3:00 Meadowlark Drive Community Residential Care Facility Wheelchair bound    100           5      3        15          5.2           67          3:05 Ambulatory          100           1      49       30          2.4           29          2:40 Mecklenburg Health & Rehabilitation Center           Wheelchair bound    100           5      40       75          2.4           27          3:25 Bedridden           100          15      6        30          2.4           29          2:40 Ambulatory          100           1      30       30          5.2           97          3:50 Morningside of Rock Hill                             Wheelchair bound    100           5      24       75          5.2           74          4:10 Bedridden           100          15      3        30          5.2           97          3:50 Catawba Nuclear Station                                      844                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility          Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          100           1      73       30          3.6           74          3:25 New Hope Carolinas                         Wheelchair bound    100           5      60       75          3.6           58          3:55 Bedridden           100          15      9        30          3.6           74          3:25 Ambulatory          100           1      10       10          6.3           76          3:10 Oakbridge Terrace at Park Pointe Village   Wheelchair bound    100           5      8        40          6.3           58          3:20 Bedridden           100          15      1        15          6.3           74          3:10 Ambulatory          100           1     142       30          4.5           88          3:40 Piedmont Medical Center                    Wheelchair bound    100           5     115       75          4.5           65          4:00 Bedridden           100          15      16       30          4.5           88          3:40 Ambulatory          100           1      57       30          1.6            2          2:15 Pineville Rehabilitation and Living Center Wheelchair bound    100           5      46       75          1.6            2          3:00 Bedridden           100          15      7        30          1.6            2          2:15 Ambulatory          100           1      64       30          5.0           86          3:40 Pruitthealth Rock Hill                     Wheelchair bound    100           5      53       75          5.0           76          4:15 Bedridden           100          15      8        30          5.0           86          3:40 Ambulatory          100           1      2         2          5.0          134          4:00 Riverview Hospice and Palliative Care Wheelchair bound    100           5      1         5          5.0          134          4:00 Ambulatory          100           1      49       30          3.6           65          3:15 Rock Hill Post Acute Care Center           Wheelchair bound    100           5      39       75          3.6           55          3:50 Bedridden           100          15      6        30          3.6           65          3:15 Sara Smith Home                            Ambulatory          100           1      1         1          4.6           68          2:50 Ambulatory          100           1      1         1         10.5           87          3:10 The Beckett Home Wheelchair bound    100           5      1         5         10.5           87          3:15 Ambulatory          100           1      44       30          6.2           79          3:30 The Crossings at Steele Creek              Wheelchair bound    100           5      36       75          6.2           66          4:05 Bedridden           100          15      5        30          6.2           79          3:30 Ambulatory          100           1      3         3          2.8           38          2:25 VOCA  Oakhaven Drive Group Home Wheelchair bound    100           5      3        15          2.8           36          2:35 Catawba Nuclear Station                           845                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility             Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          100           1      73       30          6.6          130          4:20 Wellmore of Tega Cay                         Wheelchair bound    100           5      60       75          6.6          100          4:35 Bedridden           100          15      9        30          6.6          130          4:20 Ambulatory          100           1      32       30          4.3           81          3:35 Westminster Health and Rehabilitation Center Wheelchair bound    100           5      26       75          4.3           73          4:10 Bedridden           100          15      4        30          4.3           81          3:35 Ambulatory          100           1      17       17          4.3           89          3:30 Westminster Towers Residential               Wheelchair bound    100           5      14       70          4.3           67          4:00 Bedridden           100          15      2        30          4.3           85          3:35 Ambulatory          100           1      54       30          2.0           41          2:55 White Oak Manor York                         Wheelchair bound    100           5      43       75          2.0           34          3:30 Bedridden           100          15      6        30          2.0           41          2:55 Ambulatory          100           1      69       30          4.5           88          3:40 White Oak of Rock Hill                       Wheelchair bound    100           5      56       75          4.5           65          4:00 Bedridden           100          15      8        30          4.5           88          3:40 Ambulatory          100           1      20       20          6.3           66          3:10 Willow Brook Court at Park Pointe Village    Wheelchair bound    100           5      16       75          6.3           52          3:50 Bedridden           100          15      2        30          6.3           63          3:15 Ambulatory          100           1      2         2          1.9           21          2:05 Winchester Home Wheelchair bound    100           5      1         5          1.9           21          2:10 Maximum ETE:        5:10 Average ETE:      3:30 Catawba Nuclear Station                              846                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Table 810. Special Facility Evacuation Time Estimates - Snow/Ice Travel Loading                                        Time to Rate                 Total                     EPZ Mobilization    (min per              Loading  Dist. To EPZ   Boundary        ETE Medical Facility                         Patient              (min)         person)     People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory                  110             1          24       24          2.2           25          2:40 Adult Enrichment Centers of Fort Mill                    Wheelchair bound            110             5          20       75          2.2           19          3:25 Bedridden                   110            15          3        30          2.2           23          2:45 Ambulatory                  110             1          34       30          4.5          161          5:05 Adult Enrichment Centers of Rock Hill                    Wheelchair bound            110             5          28       75          4.5          141          5:30 Bedridden                   110            15          4        30          4.5          161          5:05 Ambulatory                  110             1          14       14          3.6           30          2:35 Adult Enrichment Centers of York                         Wheelchair bound            110             5          12       60          3.6           24          3:15 Bedridden                   110            15          2        30          3.6           26          2:50 Ambulatory                  110             1          27       27          7.5          153          4:50 Autumn Leaves of Fort Mill                               Wheelchair bound            110             5          21       75          7.5          129          5:15 Bedridden                   110            15          3        30          7.5          153          4:55 Ambulatory                  110             1          5         5          4.1          104          3:40 Bird Street I Community Residential Care Facility Wheelchair bound            110             5          3        15          4.1          106          3:55 Ambulatory                  110             1          5         5          4.1          104          3:40 Bird Street II Community Residential Care Facility Wheelchair bound            110             5          3        15          4.1          106          3:55 Ambulatory                  110             1          2         2          3.3           26          2:20 Brite Horizon Wheelchair bound            110             5          2        10          3.3           26          2:30 Ambulatory                  110             1          25       25          4.7           99          3:55 Brookdale Ebenezer Road                                  Wheelchair bound            110             5          21       75          4.7           90          4:35 Bedridden                   110            15          3        30          4.7           98          4:00 Ambulatory                  110             1          45       30          4.2           97          4:00 Brookdale Spring Arbor                                   Wheelchair bound            110             5          37       75          4.2           89          4:35 Bedridden                   110            15          5        30          4.2           97          4:00 Ambulatory                  110             1          44       30          6.1          188          5:30 Carolina Gardens at Rock Hill                            Wheelchair bound            110             5          36       75          6.1          147          5:35 Bedridden                   110            15          5        30          6.1          188          5:30 Catawba Nuclear Station                                                 847                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                  Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility           Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          110           1      70       30          3.4           10          2:30 Carolina Gardens at York                    Wheelchair bound    110           5      57       75          3.4           11          3:20 Bedridden           110          15      8        30          3.4           10          2:30 Ambulatory          110           1     116       30          0.4            1          2:25 Carolinas HealthCare System  Pineville     Wheelchair bound    110           5      93       75          0.4            1          3:10 Bedridden           110          15      13       30          0.4            1          2:25 Ambulatory          110           1      15       15          3.7           81          3:30 First Calvary Baptist Church Adult Day Care Wheelchair bound    110           5      13       65          3.7           93          4:30 Bedridden           110          15      2        30          3.7           88          3:50 Ambulatory          110           1      18       18          3.2           71          3:20 Flint Hill Community Adult Day Care Center  Wheelchair bound    110           5      15       75          3.2           82          4:30 Bedridden           110          15      2        30          3.2           75          3:35 Ambulatory          110           1      11       11          4.9          123          4:05 Fort Mill Dialysis                          Wheelchair bound    110           5      9        45          4.9          118          4:35 Bedridden           110          15      1        15          4.9          123          4:10 Ambulatory          110           1      15       15          6.3          136          4:25 Fresenius Medical Care Fort Mill            Wheelchair bound    110           5      13       65          6.3          128          5:05 Bedridden           110          15      2        30          6.3          128          4:30 Ambulatory          110           1      12       12          3.9           87          3:30 Fresenius Medical Care Rock Hill            Wheelchair bound    110           5      9        45          3.9           78          3:55 Bedridden           110          15      1        15          3.9           87          3:35 Ambulatory          110           1      11       11          4.8           64          3:05 Fresenius Medical Care York                 Wheelchair bound    110           5      8        40          4.8           51          3:25 Bedridden           110          15      1        15          4.8           64          3:10 Ambulatory          110           1      54       30          4.7           80          3:40 Harborchase of Rock Hill                    Wheelchair bound    110           5      44       75          4.7           71          4:20 Bedridden           110          15      6        30          4.7           80          3:40 Catawba Nuclear Station                           848                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility                     Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          110           1      24       24          4.5          110          4:05 Healthsouth Rehabilitation Hospital of Rock Hill     Wheelchair bound    110           5      20       75          4.5           90          4:35 Bedridden           110          15      3        30          4.5          109          4:10 Ambulatory          110           1      8         8          7.0          124          4:05 Hospice & Community Care House                       Wheelchair bound    110           5      6        30          7.0          119          4:20 Bedridden           110          15      1        15          7.0          125          4:10 Ambulatory          110           1      3         3          4.0           95          3:30 Interim Healthcare of The Triad Wheelchair bound    110           5      2        10          4.0           93          3:35 Ambulatory          110           1      7         7          4.5          118          3:55 Keystone Inpatient Services                          Wheelchair bound    110           5      5        25          4.5          110          4:05 Bedridden           110          15      1        15          4.5          115          4:00 Ambulatory          110           1      54       30          3.4           25          2:45 Lake Wylie Assisted Living Community                 Wheelchair bound    110           5      44       75          3.4            7          3:15 Bedridden           110          15      6        30          3.4           25          2:45 Ambulatory          110           1      30       30          6.6          149          4:50 Lodge at Wellmore                                    Wheelchair bound    110           5      24       75          6.6          124          5:10 Bedridden           110          15      3        30          6.6          149          4:50 Ambulatory          110           1      52       30          3.2           80          3:40 Magnolia ManorRock Hill                             Wheelchair bound    110           5      42       75          3.2           70          4:15 Bedridden           110          15      6        30          3.2           80          3:40 Ambulatory          110           1      5         5          5.6          144          4:20 Marett Boulevard Community Residential Care Facility Wheelchair bound    110           5      3        15          5.6          139          4:25 Ambulatory          110           1      2         2          1.7           14          2:10 McEntyre Home Wheelchair bound    110           5      1         5          1.7           14          2:10 Ambulatory          110           1      5         5          5.2           81          3:20 Meadowlark Drive Community Residential Care Facility Wheelchair bound    110           5      3        15          5.2           77          3:25 Ambulatory          110           1      49       30          2.4           47          3:10 Mecklenburg Health & Rehabilitation Center           Wheelchair bound    110           5      40       75          2.4           41          3:50 Bedridden           110          15      6        30          2.4           47          3:10 Catawba Nuclear Station                                      849                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility          Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          110           1      30       30          5.2          122          4:25 Morningside of Rock Hill                   Wheelchair bound    110           5      24       75          5.2           97          4:45 Bedridden           110          15      3        30          5.2          122          4:25 Ambulatory          110           1      73       30          3.6           90          3:50 New Hope Carolinas                         Wheelchair bound    110           5      60       75          3.6           77          4:25 Bedridden           110          15      9        30          3.6           90          3:50 Ambulatory          110           1      10       10          6.3           78          3:20 Oakbridge Terrace at Park Pointe Village   Wheelchair bound    110           5      8        40          6.3           63          3:35 Bedridden           110          15      1        15          6.3           77          3:25 Ambulatory          110           1     142       30          4.5          109          4:10 Piedmont Medical Center                    Wheelchair bound    110           5     115       75          4.5           90          4:35 Bedridden           110          15      16       30          4.5          109          4:10 Ambulatory          110           1      57       30          1.6            3          2:25 Pineville Rehabilitation and Living Center Wheelchair bound    110           5      46       75          1.6            3          3:10 Bedridden           110          15      7        30          1.6            3          2:25 Ambulatory          110           1      64       30          5.0          104          4:05 Pruitthealth Rock Hill                     Wheelchair bound    110           5      53       75          5.0           93          4:40 Bedridden           110          15      8        30          5.0          104          4:05 Ambulatory          110           1      2         2          5.0          164          4:40 Riverview Hospice and Palliative Care Wheelchair bound    110           5      1         5          5.0          164          4:40 Ambulatory          110           1      49       30          3.6           77          3:40 Rock Hill Post Acute Care Center           Wheelchair bound    110           5      39       75          3.6           74          4:20 Bedridden           110          15      6        30          3.6           77          3:40 Sara Smith Home                            Ambulatory          110           1      1         1          4.6           90          3:25 Ambulatory          110           1      1         1         10.5          116          3:50 The Beckett Home Wheelchair bound    110           5      1         5         10.5          116          3:55 Ambulatory          110           1      44       30          6.2          106          4:10 The Crossings at Steele Creek              Wheelchair bound    110           5      36       75          6.2           90          4:35 Bedridden           110          15      5        30          6.2          106          4:10 Catawba Nuclear Station                           850                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Travel Loading                                    Time to Rate             Total                     EPZ Mobilization (min per          Loading  Dist. To EPZ   Boundary        ETE Medical Facility             Patient      (min)       person) People Time (min)  Bdry (mi)       (min)       (hr:min)
Ambulatory          110           1      3         3          2.8           54          2:50 VOCA  Oakhaven Drive Group Home Wheelchair bound    110           5      3        15          2.8           53          3:00 Ambulatory          110           1      73       30          6.6          149          4:50 Wellmore of Tega Cay                         Wheelchair bound    110           5      60       75          6.6          124          5:10 Bedridden           110          15      9        30          6.6          149          4:50 Ambulatory          110           1      32       30          4.3          100          4:00 Westminster Health and Rehabilitation Center Wheelchair bound    110           5      26       75          4.3           89          4:35 Bedridden           110          15      4        30          4.3          100          4:00 Ambulatory          110           1      17       17          4.3          108          3:55 Westminster Towers Residential               Wheelchair bound    110           5      14       70          4.3           87          4:30 Bedridden           110          15      2        30          4.3          104          4:05 Ambulatory          110           1      54       30          2.0           47          3:10 White Oak Manor York                         Wheelchair bound    110           5      43       75          2.0           46          3:55 Bedridden           110          15      6        30          2.0           47          3:10 Ambulatory          110           1      69       30          4.5          109          4:10 White Oak of Rock Hill                       Wheelchair bound    110           5      56       75          4.5           90          4:35 Bedridden           110          15      8        30          4.5          109          4:10 Ambulatory          110           1      20       20          6.3           79          3:30 Willow Brook Court at Park Pointe Village    Wheelchair bound    110           5      16       75          6.3           69          4:15 Bedridden           110          15      2        30          6.3           75          3:35 Ambulatory          110           1      2         2          1.9           15          2:10 Winchester Home Wheelchair bound    110           5      1         5          1.9           15          2:10 Maximum ETE:        5:35 Average ETE:      3:55 Catawba Nuclear Station                              851                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Table 811. Homebound Special Needs Population Evacuation Time Estimates Total          Travel Loading                        Loading        Time to People                                                              Time at      Travel to         Time at           EPZ Requiring      Vehicles                   Weather      Mobilization   1st Stop    Subsequent      Subsequent       Boundary         ETE Vehicle Type    Vehicle       deployed       Stops      Conditions    Time (min)      (min)      Stops (min)     Stops (min)         (min)       (hr:min)
Good                90                          261                             24           6:45 Buses          300            10           30      Rain                100            1           290              29              27           7:30 Snow                110                        319                              32           8:15 Good                90                          126                             23           5:15 Wheelchair 208           14           15      Rain                100            5           140              70              27           5:45 Buses Snow                110                        154                              31           6:10 Good                90                          10                              18           2:30 Ambulances         50            25            2      Rain                100           15            11              15              22           2:45 Snow                110                         13                              26           3:00 Maximum ETE:          8:15 Average ETE:       5:20 Table 812. Homebound Special Needs Persons Evacuation Time Estimates  Second Wave for Ambulatory Travel                 Total Time                 Loading       Travel One                                Back      Travel     Time at      Time to People                                         Wave                       Driver     to      to All        All         EPZ Vehicle    Requiring     Vehicles              Weather       ETE         Unload          Rest    EPZ2     Stops       Stops      Boundary       ETE Type        Vehicle    deployed     Stops    Conditions  (hr:min)  Passengers(min)     (min)   (min)     (min)       (min)        (min)     (hr:min)
Good           3:00           5             10      13       144                       22        6:35 Buses         160          10        16      Rain           3:15           5             10      13       160          16           26        7:10 Snow           3:40           5             10      13       176                       30        7:55 Maximum ETE:       7:55 Average ETE:     7:15 Catawba Nuclear Station                                                  852                                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                             Rev. 0

Table 813. Correction Facility Evacuation Time Estimates Travel Time to Total    Dist. To        EPZ Weather      Mobilization     Number       Number of    Number of     Loading  EPZ Bdry     Boundary         ETE Correctional Facility      Conditions        (min)        of Buses        Vans        Inmates   Time (min)   (mi)          (min)      (hr:min)
Good                     90                                                   60                       23         2:55 York County Detention Rain                    100            14             0           394         65        4.7            24         3:10 Center Snow                    110                                                   70                       24         3:25 Good                     90                                                   60                       23         2:55 York County Prison       Rain                    100             0            11            86         65        4.7            24         3:10 Snow                    110                                                   70                       24         3:25 Maximum ETE:       3:25 Average ETE:      3:10 Catawba Nuclear Station                                              853                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                               Rev. 0

(Subsequent Wave)
A   B            C                 D               E           F     G Time Event A   Advisory to Evacuate B   Bus Dispatched from Depot C   Bus Arrives at Facility/Pickup Route D   Bus Departs for Reception Center/Pickup Point E   Bus Exits Region F   Bus Arrives at Reception Center/Pickup Point G   Bus Available for Second Wave Evacuation Service Activity AB Driver Mobilization BC Travel to Facility or to Pickup Route CD Passengers Board the Bus DE Bus Travels Towards Region Boundary EF Bus Travels Towards Reception Center/Pickup Point Outside the EPZ FG Passengers Leave Bus; Driver Takes a Break Figure 81. Chronology of Transit Evacuation Operations Catawba Nuclear Station                                   854                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

9    TRAFFIC MANAGEMENT STRATEGY This section discusses the suggested Traffic Management Plan (TMP) that is designed to expedite the movement of evacuating traffic. The resources required to implement this strategy include:
* Personnel with the capabilities of performing the planned control functions of traffic guides (preferably, not necessarily, law enforcement officers).
* The Manual of Uniform Traffic Control Devices (MUTCD) published by the Federal Highway Administration (FHWA) of the U.S.D.O.T. provides guidance for Traffic Control Devices to assist these personnel in the performance of their tasks. All state and most county transportation agencies have access to the MUTCD, which is available online:
http://mutcd.fhwa.dot.gov which provides access to the official PDF version.
* A written plan that defines all Traffic Control Point (TCP) and Security Road Block (SRB) locations, provides necessary details and is documented in a format that is readily understood by those assigned to perform traffic control .
The functions to be performed in the field are:
: 1. Facilitate evacuating traffic movements that safely expedite travel out of the EPZ.
: 2. Discourage traffic movements that move evacuating vehicles in a direction which takes them significantly closer to the power plant, or which interferes with the efficient flow of other evacuees.
The terms "facilitate" and "discourage" rather than "enforce" and "prohibit" are employed to indicate the need for flexibility in performing the traffic control function. There are always legitimate reasons for a driver to prefer a direction other than that indicated. For example:
* A driver may be traveling home from work or from another location, to join other family members prior to evacuating.
* An evacuating driver may be travelling to pick up a relative, or other evacuees.
* The driver may be an emergency worker en route to perform an important activity.
The implementation of a TMP must also be flexible enough for the application of sound judgment by the traffic guide.
The TMP is the outcome of the following process:
: 1. The existing TCPs and SRBs identified by the offsite agencies in their existing emergency plans serve as the basis of the traffic management plan, as per NUREG/CR7002.
: 2. Evacuation simulations were run using DYNEV II to predict traffic congestion during evacuation (See Section 7.3 and Figures 73 through 78).
: 3. These simulations help to identify the best routing and critical intersections that experience pronounced congestion during evacuation. Any critical intersections that would benefit from traffic or access control which are not already identified in the existing offsite plans are suggested as additional TCPs. Five additional TCPs were Catawba Nuclear Station                          91                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

identified which would benefit the Evacuation Time Estimate (ETE). See Appendix G for more detail.
: 4. Draw schematics of the five recommended TCPs which clearly identify the location and the duties to be performed at the recommended locations. See Appendix G.
: 5. The TCP and SRBs defined in the existing TMP, the recommended TCPs and how they were applied in this study, are discussed in Appendix G.
: 6. Prioritization of TCPs and SRBs.
Application of traffic and access control at some TCPs and SRBs will have a more pronounced influence on expediting traffic movements than at other TCPs and SRBs. For example, TCPs controlling traffic originating from areas in close proximity to the power plant could have a more beneficial effect on minimizing potential exposure to radioactivity than those TCPs located far from the power plant. These priorities should be assigned by state/county emergency management representatives and by law enforcement personnel.
Appendix G documents the existing TMP and recommended TCPs using the process enumerated above.
9.1    Assumptions The ETE calculations documented in Sections 7 and 8 assume that the TMP is implemented during evacuation.
The ETE calculations reflect the assumption that all externalexternal trips are interdicted and diverted after 2 hours have elapsed from the ATE.
All transit vehicles and other responders entering the EPZ to support the evacuation are assumed to be unhindered by personnel manning SRBs and TCPs.
The ETE analysis treated all controlled intersections that are existing TCP locations in the offsite agency plans as being controlled by actuated signals. In Appendix K, Table K2 identifies those intersections that were modeled as TCPs.
Study assumptions 12 and 13 in Section 2.3 discuss TCP staffing schedules and operations.
9.2    Additional Considerations The use of Intelligent Transportation Systems (ITS) technologies can reduce manpower and equipment needs, while still facilitating the evacuation process. Dynamic message signs (DMS) can be placed within the EPZ to provide information to travelers regarding traffic conditions, route selection, and reception center information. DMS placed outside of the EPZ will warn motorists to avoid using routes that may conflict with the flow of evacuees away from the power plant. Highway Advisory Radio (HAR) can be used to broadcast information to evacuees during egress through their vehicle stereo systems. Automated Traveler Information Systems (ATIS) can also be used to provide evacuees with information. Internet websites can provide traffic and evacuation route information before the evacuee begins their trip, while the on Catawba Nuclear Station                           92                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

board navigation systems (GPS units) and smartphones can be used to provide information during the evacuation trip.
These are only several examples of how ITS technologies can benefit the evacuation process.
Consideration should be given that ITS technologies be used to facilitate the evacuation process, and any additional signage placed should consider evacuation needs.
Catawba Nuclear Station                       93                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

10 EVACUATION ROUTES 10.1 Evacuation Routes Evacuation routes are comprised of two distinct components:
* Routing from an Zone being evacuated to the boundary of the Evacuation Region and thence out of the EPZ.
* Routing of transitdependent evacuees (schools, daycares, medical facilities, and, residents, employees or transients who do not own or have access to a private vehicle) from the EPZ boundary to general and/or school reception centers.
Evacuees will select routes within the EPZ in such a way as to minimize their exposure to risk.
This expectation is met by the DYNEV II model routing traffic away from the location of the plant, to the extent practicable. The DTRAD model satisfies this behavior by routing traffic so as to balance traffic demand relative to the available highway capacity to the extent possible.
See Appendices B through D for further discussion. The major evacuation routes for the EPZ are presented in Figure 101. These routes will be used by the general population evacuating in private vehicles, and by the transitdependent population evacuating in buses. Transit dependent evacuees will be routed to general or school reception centers. General population may evacuate to either a general reception center or some alternate destination (e.g., lodging facility, relatives home, campground) outside the EPZ.
The routing of transitdependent evacuees from the EPZ boundary to reception centers is designed to minimize the amount of travel outside the EPZ, from the points where these routes cross the EPZ boundary. The 15 bus routes shown graphically in Figure 102 and described in Table 101 were designed by KLD to service the major routes through each Zone. This does not imply that these exact routes would be used in an emergency. It is assumed that residents will walk to and congregate along the existing routes or walk along major evacuation routes to flag down a bus.
Schools and medical facilities were routed along the most likely path from the facility being evacuated to the EPZ boundary, traveling toward the appropriate school pickup point and reception center or host facility, respectively. Catawba Nuclear Station 2018 Emergency Preparedness Information lists many of the major schools and specifies their pickup point. For schools not listed in the plan, the closest pickup point was assumed and most likely path for evacuation to the EPZ boundary was selected.
The specified bus routes for all the transitdependent population are documented in Table 102 (refer to the maps of the linknode analysis network in Appendix K for node locations). It is assumed that all school evacuees will be taken to the appropriate reception center and subsequently picked up by parents or guardians. This study does not consider the transport of evacuees from reception centers to congregate care centers if the counties do make the decision to relocate evacuees.
Catawba Nuclear Station                         101                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

10.2 Reception Centers According to current public information issued to EPZ residents, evacuees living in Mecklenburg County will be directed to UNC Charlotte as their reception center. Evacuees living in Zones B1, B2, C1, and C2 will be directed to Lancaster High School as their reception center. Evacuees living in Zones D2, E2, F1, and F2 will be directed to Blacksburg High School as their reception center. Evacuees living in Gaston County (Zone F3) will be directed to Hunter Huss High School.
As previously discussed, the Catawba Nuclear Station 2018 Emergency Preparedness Information lists the school reception centers/pickup points. Table 103 presents a list of the school reception centers/pickup points for each school in the EPZ. It is assumed that all school evacuees will be taken to the appropriate school reception center/pickup point and will be subsequently picked up by parents or guardians.
Figure 103 and Figure 104 show the primary general reception centers and school reception centers/pickup points for evacuees. Transitdependent evacuees are routed to the nearest reception center for each county for ETE computations.
Catawba Nuclear Station                        102                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Table 101. Summary of TransitDependent Bus Routes No. of Route   Buses               Route Description             Length (mi.)
1      2       Pick up residents in Zone A0               13.2 2      7       Pick up residents in Zone A1                8.9 3      27      Pick up residents in Zone A2                4.3 4      2       Pick up residents in Zone A3                4.8 5      8       Pick up residents in Zone B1               11.2 6      29      Pick up residents in Zone B2                7.5 7      12      Pick up residents in Zone C1                9.5 8      45      Pick up residents in Zone C2                10 9      3       Pick up residents in Zone D1               12.3 10      10      Pick up residents in Zone D2                8.6 11      4       Pick up residents in Zone E1               10.9 12      6       Pick up residents in Zone E2                7.7 13      6       Pick up residents in Zone F1                 8 14      6       Pick up residents in Zone F2                4.5 15      4       Pick up residents in Zone F3                2.7 Total:  171 Catawba Nuclear Station                          103                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

Table 102. Bus Route Descriptions Bus Route                       Description                     Nodes Traversed from Route Start to EPZ Boundary Number 1                    Clover Head Start                       715, 716, 717, 718, 719, 489, 3219, 720, 721 House of Joy Sunshine HouseSite 14                 1385, 1384, 1382, 811, 810, 822, 1339, 1335, 1346, 2              York Road Elementary School                1251, 1244, 3116, 1250, 3117, 1369, 1380, 1379, Open Arms Child Support Center                                   1356, 1350 Applied Technology Center  Rock Hill Adult Enrichment Centers of Fort Mill 3                                                                         1115, 607, 608, 609 Avery Lake Head Start Fort Mill Academy 4              Riverview Elementary School                           1605, 3308, 3306, 1606, 3310 Banks Trail Middle School 5              Belleview Elementary School               1350, 825, 826, 824, 665, 3128, 3126, 666, 667, 668 6                Bethel Elementary School                   713, 714, 3195, 1043, 1044, 1806, 1552, 492 7                Liberty Christian Daycare                           512, 513, 3558, 514, 697, 698 8           Bright Beginnings Learning Center                       606, 1117, 1118, 607, 608, 609 Interim Healthcare of The Triad Fresenius Medical Care Rock Hill Brookdale Ebenezer Road Pruitt Health Rock Hill                1206, 1201, 1208, 3094, 1210, 1211, 1209, 1214, 9            Rock Hill Post Acute Care Center             1322, 1323, 1572, 1324, 1574, 1347, 1576, 1253, Liberty Child Development Center                  1250, 3117, 1369, 1380, 1379, 1356, 1350 The Goddard School of Rock Hill Little Saints Academy Carolina Kids Child Development Center Freedom Montessori School 10                 Toddler House Day Care                                    3382, 823, 1351 Central Child Development Center Rock Hill Head Start Center 11                                                             3327, 1327, 794, 795, 796, 3446, 3423, 797 Childrens School at Sylvia Circle 12                   Classy Kids Academy                      823, 3417, 3200, 1328, 794, 795, 796, 3242 Catawba Nuclear Station                               104                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Bus Route                        Description                Nodes Traversed from Route Start to EPZ Boundary Number Adventures Plus Child Care First Calvary Baptist Church Adult Day Care 1246, 1327, 1328, 3200, 3417, 823, 1356, 1350, 825, 13       Flint Hill Community Adult Day Care Center 826, 824, 665, 3128, 3126, 666, 667, 668 A Child's Heart Clinton College Clover High School Early Childhood Program 14                                                         715, 716, 717, 718, 719, 489, 3219, 720, 721 Clover High 15                 Clover 9th Grade Academy                715, 716, 717, 718, 719, 489, 3219, 720, 721 Cottonbelt Elementary School 16                                                                 513, 3558, 514, 697, 698, 699 Cotton Belt Elementary Giving Tree Child Development Center Creative Kids                 712, 713, 714, 715, 716, 717, 718, 719, 489, 3219, 17 The Goddard School of Lake Wylie                               720, 721 Crowders Creek Elementary School 1173, 1182, 873, 1174, 780, 781, 3134, 775, 3263, 1229, 1232, 1231, 1294, 1181, 1236, 1179, 3091, 18              Dutchman Creek Middle School 1180, 3429, 352, 3505, 3118, 3484, 1262, 1580, 825, 1350, 1356, 823, 3417 Oakdale Elementary School 1579, 3111, 1347, 1576, 1253, 1250, 3117, 793, 1329, 19      Next Generation Child Development Center 3327, 1327, 794, 795, 796, 3242 Ebenezer Avenue Elementary School God's Blessing's Christian Child Care       1308, 1218, 3322, 3380, 1209, 1214, 1322, 1323, 20         Right Choice Child Development Center         1572, 1324, 1574, 1347, 1576, 1253, 1250, 3117, Ebinport Elementary School                      1369, 1380, 1379, 1356, 1350 3202, 900, 1341, 1342, 1246, 1327, 794, 795, 796, 21              Finley Road Elementary School 3242 Christine Stiles 22                                                               1391, 821, 511, 3554, 805, 3101 Floyd D. Johnson Technical Ctr.
23                   Forestview High School                              741, 1795, 3316 24                Fort Mill Elementary School                           1115, 607, 608, 609 1142, 1144, 602, 603, 604, 1140, 605, 1137, 606, 25                    Fort Mill High School 1117, 1118, 607, 608, 609 26                   Fort Mill Middle School                            1115, 607, 608, 609 Ivybrook Academy                 3404, 3403, 616, 617, 3183, 3270, 618, 619, 1145, 27                                                       602, 603, 604, 1140, 605, 1137, 606, 1117, 1118, Gold Hill Elementary School 1119, 1605, 3308, 3306, 1606, 3310 Catawba Nuclear Station                              105                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Bus Route                       Description               Nodes Traversed from Route Start to EPZ Boundary Number Fort Mill Dialysis 3404, 3403, 616, 617, 3183, 3270, 618, 619, 1145, Wellmore of Tega Cay 28                                                  602, 603, 604, 1140, 605, 1137, 606, 1117, 1118, 607, Lodge at Wellmore 608, 609 Gold Hill Middle School Blue Eagle Academy 29 Griggs Rd. Elementary School Harold C. Johnson Elementary School 30                                                     830, 3210, 695, 513, 809, 805, 3555, 3556, 3329 Harold C Johnson Elementary Blessed Hope Baptist School Hunter Street Elementary 31            Hunter Street Elementary School          830, 3210, 695, 513, 809, 805, 3555, 3556, 3329 York County Detention Center York County Prison 1174, 780, 781, 3134, 775, 3263, 1229, 1230, 777, 32              India Hook Elementary School 3085, 3088, 173, 174, 175, 176, 177, 3133 Saluda Trail Middle School 33                                                             3327, 1327, 794, 795, 796, 3242 Kids World Too Kids First Academy 34                 Larne Elementary School                              3219, 720, 721 Kinard Elementary School Walnut Grove Christian School Tutor Time Mecklenburg Health & Rehabilitation Center The Crossings at Steele Creek       1990, 1988, 1985, 576, 600, 577, 1981, 1646, 3409, 35 VOCA  Oakhaven Drive Group Home             1978, 578, 579, 580, 1975, 581, 3284, 582, 583 Sara Smith Home Good Shepherd UMC Cathedral of the Cross Lake Wylie Elementary School 1173, 1182, 873, 1174, 780, 781, 3134, 775, 3263, 36           Mount Gallant Elementary School        1229, 1230, 777, 3085, 3088, 173, 174, 175, 176, 177, 3133 Little Fox Child Development Center 37                                                          3305, 3304, 1121, 1115, 607, 608, 609 Nation Ford High School Palmetto Children's Academy         1256, 1241, 1239, 1240, 352, 3505, 3118, 3484, 1262, 38 Northside Elementary School           1580, 826, 824, 665, 3128, 3126, 666, 667, 668 Catawba Nuclear Station                            106                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Bus Route                        Description                 Nodes Traversed from Route Start to EPZ Boundary Number Sunset Park Accelerated            1382, 811, 810, 900, 1341, 1342, 1374, 1394, 1395, 39 Northwestern High School                                1396, 1397 40                  Oakridge Middle School                      1046, 1811, 1045, 1806, 1552, 492 Child Development Center on Herlong        1193, 1195, 1196, 810, 900, 1341, 1342, 1374, 1394, 41 Old Pointe Elementary School                             1395, 1396, 1397 Berewick Elementary School 42                                                                651, 1650, 634, 633, 553, 552 The Olympic Community of Schools Field of Dreams Nurture and Education Center 3271, 3270, 618, 619, 1145, 602, 603, 604, 1140, 605, 43                                                    1137, 606, 1117, 1118, 1119, 1605, 3308, 3306, 1606, Reach for the Stars 3310 Orchard Park Elementary School The Beckett Home                 3259, 3258, 3256, 3248, 1562, 1096, 620, 613, 1099, 44                                                    854, 855, 856, 857, 160, 159, 188, 158, 186, 157, 156, Palisades Episcopal School 155, 154, 153, 925, 152 45              Pine Grove Christian Academy                 3193, 1046, 1811, 1045, 1806, 1552, 492 Primrose School at Park Crossing 1760, 1761, 834, 3498, 1731, 845, 846, 1433, 1434, 46        Pineville Rehabilitation and Living Center 534, 567, 566, 565, 913, 931 Pineville Elementary School 1104, 1098, 617, 3183, 3270, 618, 619, 1145, 602, 47            Pleasant Knoll Elementary School          603, 604, 1140, 605, 1137, 606, 1117, 1118, 1119, 1605, 3308, 3306, 1606, 3310 Applied Technology Center             812, 1384, 1382, 811, 810, 900, 1341, 1342, 1246, 48 Rawlinson Road Middle School                           1327, 794, 795, 796 1318, 1312, 340, 1213, 1313, 1314, 1315, 1575, 1348, 49           Richmond Drive Elementary School            1577, 1567, 1349, 3383, 1369, 1380, 1379, 1356, 1350 A Child's World               1992, 1106, 1991, 1105, 1109, 3430, 1994, 1993, 884, 50 River Gate Elementary School             337, 1999, 186, 157, 156, 155, 154, 153, 925, 152 Fresenius Medical Care Fort Mill        880, 3475, 3478, 3479, 881, 168, 3086, 3087, 3088, 51 Riverview Elementary School                      173, 174, 175, 176, 177, 3133 Brite Horizon 52                                                      1972, 1647, 887, 886, 557, 556, 555, 554, 553, 552 Kennedy Middle School Catawba Nuclear Station                              107                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Bus Route                        Description               Nodes Traversed from Route Start to EPZ Boundary Number School Days Child Development Center Westminster Health and Rehabilitation Center 1308, 1218, 3322, 3380, 1209, 1214, 1322, 1323, White Oak Manor York 53                                                    1572, 1324, 1574, 1347, 1576, 1253, 1250, 3117, Brookdale Spring Arbor 1369, 1380, 1379, 1356, 1350 Westminster Catawba Christian School PK5 Rock Hill Alternative School 54              Rod of God Christian Academy                           3284, 582, 583 Carolina Academy Woodhaven Baptist Child Development Center 3265, 775, 3263, 1229, 1232, 1231, 1294, 1181, 1236, 55          Riverview Hospice and Palliative Care   1179, 3091, 1180, 3429, 352, 3505, 3118, 3484, 1262, Carolina Gardens at Rock Hill             1580, 825, 1350, 1356, 823, 3417, 3200 The Academy of Young Scholars, LLC Rosewood Elementary School 1256, 1241, 1239, 1240, 352, 3505, 3118, 3484, 1262, 56               Shekinah Christian Academy 1580, 826, 824, 665, 3128, 3126, 666, 667, 668 575, 625, 626, 1990, 627, 628, 629, 630, 3472, 631, 57                 Southwest Middle School 1436, 632, 1437, 554, 553, 552 Fort Mill Preparatory Cooperative Preschool 58                                                      1101, 1120, 3304, 1121, 1115, 607, 608, 609 Springfield Elementary School Carolina Kids Child Development Center II 59                                                      1101, 1120, 3304, 1121, 1115, 607, 608, 609 Springfield Middle School Best Friends Child Development York Technical College Child Development 3335, 3122, 3334, 1180, 3429, 352, 3505, 3118, 3484, 60                            Center 1262, 1580, 826, 824, 665, 3128, 3126, 666, 667, 668 St. Anne Catholic School St Anne's Catholic McEntyre Home 1973, 1972, 1647, 887, 886, 557, 556, 555, 554, 553, 61                      Winchester Home 552 Steele Creek Elementary School 62      Sugar & Spice Child Development Center LLC           1254, 1375, 1380, 1379, 1356, 1350 Comenius School for Creative Leadership 63           MorningStar Kids Discovery Center              3305, 3304, 1121, 1115, 607, 608, 609 Sugar Creek Elementary School Catawba Nuclear Station                            108                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Bus Route                       Description                 Nodes Traversed from Route Start to EPZ Boundary Number House of Joy Childcare Center II       3091, 1180, 3429, 352, 3505, 3118, 3484, 1262, 1580, 64 Sullivan Middle School                                826, 824, 1360 65             Sunset Park Elementary School                  1373, 1342, 1246, 1327, 794, 795, 796 66              W. A. Bess Elementary School                              762, 763, 1863 1177, 774, 3325, 3265, 775, 3263, 1229, 1230, 777, 67      Westminster Catawba Christian School 612 3085, 3088, 173, 174, 175, 176, 177 3322, 3380, 1209, 1214, 1322, 1323, 1572, 1324, 1574, 1347, 1576, 1253, 1250, 3117, 1369, 1380, 68       Westminster Catawba Christian School PK 1379, 1356, 1350, 825, 826, 824, 665, 3128, 3126, 666, 667, 668 3272, 627, 628, 629, 630, 3472, 631, 1436, 632, 1437, 69             Winget Park Elementary School 554, 553, 552 Adult Enrichment Centers of Rock Hill     1325, 1324, 1574, 1347, 1576, 1253, 1250, 3117, 793, 70 Winthrop University                     1329, 3327, 1327, 794, 3240, 3314, 3241 Agape United Day Care Carolina Gardens at York 71                                                             691, 1391, 821, 511, 3554, 805, 3101 Yours, Mine and Ours Day Care York Comprehensive High School York Middle School 72                                                             695, 513, 809, 805, 3555, 3556, 3329 York Intermediate School York Head Start Center 73                                                               513, 809, 805, 3555, 3556, 3329 York One Academy Fresenius Medical Care York           812, 813, 1388, 1597, 814, 1598, 815, 816, 817, 818, 74        Oakbridge Terrace at Park Pointe Village      819, 3204, 3205, 3208, 830, 3210, 695, 3105, 696, York Road Elementary School                             514, 697, 698, 699 3209, 3208, 830, 3210, 695, 3105, 696, 514, 697, 698, 75            Adult Enrichment Centers of York 699 76            Agape Assisted Living of Rock Hill      1234, 1230, 777, 3085, 3088, 173, 174, 175, 176, 177 3093, 1209, 1214, 1322, 1323, 1572, 1324, 1574, 77            Agape Rehabilitation of Rock Hill         1347, 1576, 1253, 1250, 3117, 1369, 1380, 1379, 1356, 1350 Bird Street II Community Residential Care Facility                  3335, 3122, 3334, 1180, 3429, 352, 1238, 1270, 1261, 78 Bird Street I Community Residential Care                1267, 338, 174, 175, 176, 177 Facility 79           Carolinas Medical Center Pineville             3023, 862, 3392, 844, 843, 1428, 842, 537 80         First Calvary Baptist Church Adult Day        1245, 1371, 1246, 1327, 794, 3240, 3314, 3241 Catawba Nuclear Station                              109                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Bus Route                       Description                  Nodes Traversed from Route Start to EPZ Boundary Number 1219, 1326, 1216, 1343, 1339, 1335, 1346, 1251, 81                 Harborchase of Rock Hill             1244, 3116, 1250, 3117, 1369, 1380, 1379, 1356, 1350 Healthsouth Rehabilitation Hospital of Rock Hill Keystone Inpatient Services Magnolia ManorRock Hill Morningside of Rock Hill              1201, 1208, 3094, 1210, 1211, 1209, 1214, 1322, 82                   New Hope Carolinas                  1323, 1572, 1324, 1574, 1347, 1576, 1253, 1349, Piedmont Medical Center                            1375, 1376, 1377, 1350 Westminster Health & Rehabilitation Center Westminster Towers Residential White Oak of Rock Hill 774, 3325, 3265, 775, 3263, 1229, 1230, 777, 3085, 83           Hospice & Community Care House 3088, 173, 174, 175, 176, 177 84         Lake Wylie Assisted Living Community                1557, 599, 3198, 733, 734, 735, 736 1311, 1304, 1178, 1237, 1179, 3091, 1180, 3429, 352, Marett Boulevard Community Residential Care 85                                                     3505, 3118, 3484, 1262, 1580, 826, 824, 665, 3128, Facility 3126, 666, 667, 668 1386, 1384, 1382, 811, 810, 822, 1339, 1335, 1346, Meadowlark Drive Community Residential Care 86                                                      1251, 1244, 3116, 1250, 3117, 1369, 1380, 1379, Facility 1356, 1350 1646, 3409, 1978, 578, 579, 580, 1975, 581, 3284, 87            Mecklenburg Health Care Center 582, 583 Willow Brook Court at Park Pointe Village      813, 812, 1384, 1382, 811, 810, 822, 1339, 1335, 88                                                       1346, 1251, 1244, 3116, 1250, 3117, 1369, 1380, Park Pointe Village Facilities 1379, 1356, 1350 89             Pineville Rehab & Living Center             1760, 1759, 3033, 834, 1150, 1425, 842, 537 90                 White Oak Manor York                          3105, 696, 514, 697, 698, 699 Lake Pointe Academy               3099, 3405, 750, 731, 732, 3408, 677, 712, 599, 3198, 91                                                      733, 734, 735, 736, 737, 738, 739, 740, 741, 1795, Zone A0  Transit Route 3316 Carolinas HealthCare System  Steele Creek 571, 572, 3215, 573, 574, 3040, 575, 3036, 601, 1988, 92            Palisades Park Elementary School          1985, 576, 600, 577, 1981, 1646, 3409, 1978, 578, Zone A1  Transit Route                     579, 580, 1975, 581, 3284, 582, 583 626, 1990, 627, 628, 629, 630, 3472, 631, 1436, 632, 93                 Zone A2  Transit Route 1437, 554, 553, 552 Catawba Nuclear Station                             1010                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Bus Route                       Description                 Nodes Traversed from Route Start to EPZ Boundary Number 840, 841, 1759, 3033, 834, 3498, 1731, 845, 846, 94                 Zone A3  Transit Route             1433, 1434, 534, 567, 566, 565, 927, 564, 563, 562, 561, 560, 559, 558, 557, 556, 555, 554, 553, 552 The Learning Experience Tega Cay Children's Academy Tega Cay Elementary School 95             The Goddard School in Fort Mill             1634, 1633, 1632, 872, 613, 3189, 614, 615 Primrose School of Fort Mill Kids R Kids Zone B1  Transit Route Beansprout Academy Smart Kids CDC # 6                1104, 1098, 617, 3183, 3270, 618, 619, 1145, 602, 96               Autumn Leaves of Fort Mill             603, 604, 1140, 605, 1137, 606, 1117, 1118, 1119, Village Montessori and Preparatory School                1605, 3308, 3306, 1606, 3310 Zone B2  Transit Route 1182, 873, 1174, 780, 781, 3134, 775, 3263, 1229, 1232, 1231, 1294, 1181, 1236, 1179, 3091, 1180, 97                 Zone C1  Transit Route 3429, 352, 3505, 3118, 3484, 1262, 1580, 826, 824, 3125, 177 1590, 1227, 1198, 779, 3373, 1193, 1195, 1196, 810, 98                 Zone C2  Transit Route           822, 1339, 1335, 1346, 1251, 1244, 3116, 3110, 1331, 3381, 793, 1329, 3327, 1327, 794, 3240, 3314, 3241 Riverwalk Academy               751, 3268, 752, 753, 3097, 827, 828, 1223, 829, 819, 99                                                      3204, 3205, 3208, 830, 3210, 695, 3105, 696, 514, Zone D1  Transit Route 697, 698, 699 815, 816, 817, 818, 819, 3204, 3205, 3208, 830, 3210, 100                 Zone D2  Transit Route 695, 513, 809, 805, 3555, 3556, 3329 731, 732, 3408, 677, 712, 713, 714, 715, 716, 717, 101                 Zone E1  Transit Route 718, 719, 489, 3219, 720, 721 3196, 714, 715, 716, 717, 718, 719, 489, 3219, 720, 102                 Zone E2  Transit Route 721 712, 599, 3198, 733, 734, 735, 736, 737, 738, 739, 103                  Zone F1  Transit Route 740, 741, 1795, 3316 104                  Zone F2  Transit Route                    489, 3290, 3288, 490, 491, 492, 493 105                  Zone F3  Transit Route                 736, 737, 738, 739, 740, 741, 1795, 3316 York Preparatory Elementary School 106             York Preparatory Middle School                         1594, 1595, 1596, 896 York Preparatory High School Catawba Nuclear Station                            1011                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Bus Route                     Description                 Nodes Traversed from Route Start to EPZ Boundary Number 1374, 1394, 1395, 1396, 3421, 3422, 797, 3423, 3446, 107                South Pointe High School 3242, 3241, 3129 108        Carolinas HealthCare System  Pineville                3031, 3023, 3022, 1003 Catawba Nuclear Station                          1012                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Table 103. School Reception Centers School                                     Reception Center/Pickup Point Creative Kids Crowders Creek Elementary School Bethany ARP Church Giving Tree Child Development Center The Goddard School of Lake Wylie Bethel Elementary School Blue Eagle Academy Bethany Elementary School Clover Head Start Griggs Rd. Elementary School Ebenezer Avenue Elementary School School Days Child Development Center St. Anne Catholic School                                          Castle Heights Middle School St. Anne Catholic School (Daycare)
Sullivan Middle School Oakridge Elementary Clover Middle School Clover Middle School Oakridge Middle School Pine Grove Christian Academy Carolina Academy Carolina Kids Child Development Center Central Child Development Center Dutchman Creek Middle School Freedom Montessori School Liberty Child Development Center Little Saints Academy Flexible Learn. Ctr./Old Castle Hts.
Rosewood Elementary School Sugar & Spice Child Development Center LLC Sunshine HouseSite 14 The Goddard School of Rock Hill Toddler House Day Care Westminster Catawba Christian School PK5 Woodhaven Baptist Child Development Center Jefferson Elementary York Head Start Center York Intermediate School                                       Hickory Grove Magistrates Office York Middle School York One Academy Catawba Nuclear Station                         1013                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

School                         Reception Center/Pickup Point Blessed Hope Baptist School Floyd D. Johnson Technical Ctr.
Harold C Johnson Elementary Harold C. Johnson Elementary School Hunter Street Elementary School                    Hickory Grove/Sharon Elementary Hunter Street Elementary Liberty Christian Daycare York Comprehensive High School Yours, Mine and Ours Day Care Forestview High School Lake Pointe Academy                                     Hunter Huss High School W. A. Bess Elementary School The Academy of Young Scholars, LLC Independence Elementary School York Road Elementary School A Child's World Avery Lake Head Start Beansprout Academy Carolina Kids Child Development Center II Comenius School for Creative Leadership Doby's Bridge Elementary Field Of Dreams Nurture and Education Center Fort Mill Elementary School Fort Mill Preparatory Cooperative Preschool Gold Hill Elementary School Ivybrook Academy Kids R Kids Little Fox Child Development Center                  Indian Land Elementary School MorningStar Kids Discovery Center Orchard Park Elementary School Pleasant Knoll Elementary School Reach for the Stars Riverview Elementary School Smart Kids CDC # 6 Springfield Elementary School Sugar Creek Elementary School Tega Cay Children's Academy Tega Cay Elementary School The Learning Experience Walnut Grove Christian School York Catawba Nuclear Station                  1014                         KLD Engineering, P.C.
Evacuation Time Estimate                                                             Rev. 0

School                      Reception Center/Pickup Point Banks Trail Middle School Fort Mill Academy Fort Mill High School Fort Mill Middle School Gold Hill Middle School Indian Land High School Nation Ford High School Primrose School of Fort Mill Springfield Middle School The Goddard School in Fort Mill Village Montessori and Preparatory School Clinton College                                       Lancaster High School Belleview Elementary School Best Friends Child Development Northside Elementary School Palmetto Children's Academy                         Lesslie Elementary School Shekinah Christian Academy Westminster Catawba Christian School 612 York Technical College Child Development Center Winthrop University                                   Lewisville High School Clover 9th Grade Academy Clover High                                           Midway Baptist Church Clover High School Early Childhood Program India Hook Elementary School Mt. Holly Elementary School Richmond Drive Elementary School A Child's Heart Childrens School at Sylvia Circle Classy Kids Academy Finley Road Elementary School Oakdale Elementary School Kids World Too Next Generation Child Development Center Oakdale Elementary School Rock Hill Head Start Center Kids First Academy Kinard Elementary School                          Oakdale Presbyterian Church Larne Elementary School Catawba Nuclear Station                1015                         KLD Engineering, P.C.
Evacuation Time Estimate                                                           Rev. 0

School                   Reception Center/Pickup Point Adventures Plus Child Care Applied Technology Center Ebinport Elementary School God's Blessing's Christian Child Care House of Joy                                       Rock Hill High School House of Joy Childcare Center II Mount Gallant Elementary School Open Arms Child Support Center Right Choice Child Development Center Rawlinson Road Middle School Saluda Trail Middle School Saluda Trail Middle School Child Development Center on Herlong Northwestern High School Old Pointe Elementary School South Pointe High School South Pointe High School Sunset Park Accelerated York Preparatory Elementary School York Preparatory High School York Preparatory Middle School Agape United Day Care Christine Stiles Cotton Belt Elementary                      Town of Sharon Communtiry Center Cottonbelt Elementary School Riverwalk Academy Catawba Nuclear Station           1016                           KLD Engineering, P.C.
Evacuation Time Estimate                                                        Rev. 0

School               Reception Center/Pickup Point Berewick Elementary School Cathedral of the Cross Good Shepherd UMC Kennedy Middle School Lake Wylie Elementary School Palisades Episcopal School Palisades Park Elementary School Pineville Elementary School Primrose School at Park Crossing                  UNC Charlotte River Gate Elementary School Rod of God Christian Academy Southwest Middle School Steele Creek Elementary School The Olympic Community of Schools Tutor Time Walnut Grove Christian School Meck.
Winget Park Elementary School Catawba Nuclear Station         1017                       KLD Engineering, P.C.
Evacuation Time Estimate                                                  Rev. 0

Figure 101. Major Evacuation Routes within the CNS EPZ Catawba Nuclear Station                       1018                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Figure 102. Transit Dependent Bus Routes Catawba Nuclear Station                1019                       KLD Engineering, P.C.
Evacuation Time Estimate                                                         Rev. 0

Figure 103. General Population Reception Centers Catawba Nuclear Station                        1020                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure 104. School Pickup Points Catawba Nuclear Station                1021               KLD Engineering, P.C.
Evacuation Time Estimate                                                 Rev. 0

APPENDIX A Glossary of Traffic Engineering Terms

A. GLOSSARY OF TRAFFIC ENGINEERING TERMS Table A1. Glossary of Traffic Engineering Terms Term                          Definition Analysis Network              A graphical representation of the geometric topology of a physical roadway system, which is comprised of directional links and nodes.
Link                          A network link represents a specific, onedirectional section of roadway. A link has both physical (length, number of lanes, topology, etc.) and operational (turn movement percentages, service rate, freeflow speed) characteristics.
Measures of Effectiveness     Statistics describing traffic operations on a roadway network.
Node                          A network node generally represents an intersection of network links. A node has control characteristics, i.e., the allocation of service time to each approach link.
Origin                        A location attached to a network link, within the EPZ or Shadow Region, where trips are generated at a specified rate in vehicles per hour (vph). These trips enter the roadway system to travel to their respective destinations.
Prevailing Roadway and        Relates to the physical features of the roadway, the nature (e.g.,
Traffic Conditions            composition) of traffic on the roadway and the ambient conditions (weather, visibility, pavement conditions, etc.).
Service Rate                  Maximum rate at which vehicles, executing a specific turn maneuver, can be discharged from a section of roadway at the prevailing conditions, expressed in vehicles per second (vps) or vehicles per hour (vph).
Service Volume                Maximum number of vehicles which can pass over a section of roadway in one direction during a specified time period with operating conditions at a specified Level of Service (The Service Volume at the upper bound of Level of Service, E, equals Capacity).
Service Volume is usually expressed as vehicles per hour (vph).
Signal Cycle Length           The total elapsed time to display all signal indications, in sequence.
The cycle length is expressed in seconds.
Signal Interval               A single combination of signal indications. The interval duration is expressed in seconds. A signal phase is comprised of a sequence of signal intervals, usually green, yellow, red.
Catawba Nuclear Station                         A1                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Term                        Definition Signal Phase                A set of signal indications (and intervals) which services a particular combination of traffic movements on selected approaches to the intersection. The phase duration is expressed in seconds.
Traffic (Trip) Assignment   A process of assigning traffic to paths of travel in such a way as to satisfy all trip objectives (i.e., the desire of each vehicle to travel from a specified origin in the network to a specified destination) and to optimize some stated objective or combination of objectives. In general, the objective is stated in terms of minimizing a generalized "cost". For example, "cost" may be expressed in terms of travel time.
Traffic Density             The number of vehicles that occupy one lane of a roadway section of specified length at a point in time, expressed as vehicles per mile (vpm).
Traffic (Trip) Distribution A process for determining the destinations of all traffic generated at the origins. The result often takes the form of a Trip Table, which is a matrix of origindestination traffic volumes.
Traffic Simulation          A computer model designed to replicate the realworld operation of vehicles on a roadway network, so as to provide statistics describing traffic performance. These statistics are called Measures of Effectiveness.
Traffic Volume              The number of vehicles that pass over a section of roadway in one direction, expressed in vehicles per hour (vph). Where applicable, traffic volume may be stratified by turn movement.
Travel Mode                 Distinguishes between private auto, bus, rail, pedestrian and air travel modes.
Trip Table or Origin       A rectangular matrix or table, whose entries contain the number Destination Matrix          of trips generated at each specified origin, during a specified time period, that are attracted to (and travel toward) each of its specified destinations. These values are expressed in vehicles per hour (vph) or in vehicles.
Turning Capacity            The capacity associated with that component of the traffic stream which executes a specified turn maneuver from an approach at an intersection.
Catawba Nuclear Station                      A2                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

APPENDIX B DTRAD: Dynamic Traffic Assignment and Distribution Model

B. DYNAMIC TRAFFIC ASSIGNMENT AND DISTRIBUTION MODEL This section describes the integrated dynamic trip assignment and distribution model named DTRAD (Dynamic Traffic Assignment and Distribution) that is expressly designed for use in analyzing evacuation scenarios. DTRAD employs logitbased pathchoice principles and is one of the models of the DYNEVII System. The DTRAD module implements pathbased Dynamic Traffic Assignment (DTA) so that time dependent OriginDestination (OD) trips are assigned to routes over the network based on prevailing traffic conditions.
To apply the DYNEV II System, the analyst must specify the highway network, link capacity information, the timevarying volume of traffic generated at all origin centroids and, optionally, a set of accessible candidate destination nodes on the periphery of the EPZ for selected origins.
DTRAD calculates the optimal dynamic trip distribution (i.e., trip destinations) and the optimal dynamic trip assignment (i.e., trip routing) of the traffic generated at each origin node traveling to its set of candidate destination nodes, so as to minimize evacuee travel cost.
Overview of Integrated Distribution and Assignment Model The underlying premise is that the selection of destinations and routes is intrinsically coupled in an evacuation scenario. That is, people in vehicles seek to travel out of an area of potential risk as rapidly as possible by selecting the best routes. The model is designed to identify these best routes in a manner that realistically distributes vehicles from origins to destinations and routes them over the highway network, in a consistent and optimal manner, reflecting evacuee behavior.
For each origin, a set of candidate destination nodes is selected by the software logic and by the analyst to reflect the desire by evacuees to travel away from the power plant and to access major highways. The specific destination nodes within this set that are selected by travelers and the selection of the connecting paths of travel, are both determined by DTRAD. This determination is made by a logitbased path choice model in DTRAD, so as to minimize the trip cost, as discussed later.
The traffic loading on the network and the consequent operational traffic environment of the network (density, speed, throughput on each link) vary over time as the evacuation takes place.
The DTRAD model, which is interfaced with the DYNEV simulation model, executes a succession of sessions wherein it computes the optimal routing and selection of destination nodes for the conditions that exist at that time.
Interfacing the DYNEV Simulation Model with DTRAD The DYNEV II system reflects NRC guidance that evacuees will seek to travel in a general direction away from the location of the hazardous event. An algorithm was developed to support the DTRAD model in dynamically varying the Trip Table (OD matrix) over time from one DTRAD session to the next. Another algorithm executes a mapping from the specified geometric network (linknode analysis network) that represents the physical highway system, to a path network that represents the vehicle [turn] movements. DTRAD computations are performed on the path network: DYNEV simulation model, on the geometric network.
Catawba Nuclear Station                          B1                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

DTRAD Description DTRAD is the DTA module for the DYNEV II System.
When the road network under study is large, multiple routing options are usually available between trip origins and destinations. The problem of loading traffic demands and propagating them over the network links is called Network Loading and is addressed by DYNEVII using macroscopic traffic simulation modeling. Traffic assignment deals with computing the distribution of the traffic over the road network for given OD demands and is a model of the route choice of the drivers. Travel demand changes significantly over time, and the road network may have time dependent characteristics, e.g., timevarying signal timing or reduced road capacity because of lane closure, or traffic congestion. To consider these time dependencies, DTA procedures are required.
The DTRAD DTA module represents the dynamic route choice behavior of drivers, using the specification of dynamic origindestination matrices as flow input. Drivers choose their routes through the network based on the travel cost they experience (as determined by the simulation model). This allows traffic to be distributed over the network according to the timedependent conditions. The modeling principles of DTRAD include:
It is assumed that drivers not only select the best route (i.e., lowest cost path) but some also select less attractive routes. The algorithm implemented by DTRAD archives several efficient routes for each OD pair from which the drivers choose.
The choice of one route out of a set of possible routes is an outcome of discrete choice modeling. Given a set of routes and their generalized costs, the percentages of drivers that choose each route is computed. The most prevalent model for discrete choice modeling is the logit model. DTRAD uses a variant of PathSizeLogit model (PSL). PSL overcomes the drawback of the traditional multinomial logit model by incorporating an additional deterministic path size correction term to address path overlapping in the random utility expression.
DTRAD executes the Traffic Assignment (TA) algorithm on an abstract network representation called "the path network" which is built from the actual physical link node analysis network. This execution continues until a stable situation is reached: the volumes and travel times on the edges of the path network do not change significantly from one iteration to the next. The criteria for this convergence are defined by the user.
Travel cost plays a crucial role in route choice. In DTRAD, path cost is a linear summation of the generalized cost of each link that comprises the path. The generalized cost for a link, a, is expressed as ca   ta   la   sa ,
where ca is the generalized cost for link a, and  ,  , and  are cost coefficients for link travel time, distance, and supplemental cost, respectively. Distance and supplemental costs are defined as invariant properties of the network model, while travel time is a dynamic property dictated by prevailing traffic conditions. The DYNEV simulation model Catawba Nuclear Station                            B2                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

computes travel times on all edges in the network and DTRAD uses that information to constantly update the costs of paths. The route choice decision model in the next simulation iteration uses these updated values to adjust the route choice behavior. This way, traffic demands are dynamically reassigned based on time dependent conditions.
The interaction between the DTRAD traffic assignment and DYNEV II simulation models is depicted in Figure B1. Each round of interaction is called a Traffic Assignment Session (TA session). A TA session is composed of multiple iterations, marked as loop B in the figure.
The supplemental cost is based on the survival distribution (a variation of the exponential distribution). The Inverse Survival Function is a cost term in DTRAD to represent the potential risk of travel toward the plant:
sa =   ln (p), 0  p  l ;  0 p=
dn = Distance of node, n, from the plant d0 =Distance from the plant where there is zero risk
           = Scaling factor The value of do = 10 miles, the outer distance of the EPZ. Note that the supplemental cost, sa, of link, a, is (high, low), if its downstream node, n, is (near, far from) the power plant.
Catawba Nuclear Station                            B3                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Network Equilibrium In 1952, John Wardrop wrote:
Under equilibrium conditions traffic arranges itself in congested networks in such a way that no individual tripmaker can reduce his path costs by switching routes.
The above statement describes the User Equilibrium definition, also called the Selfish Driver Equilibrium. It is a hypothesis that represents a [hopeful] condition that evolves over time as drivers search out alternative routes to identify those routes that minimize their respective costs. It has been found that this equilibrium objective to minimize costs is largely realized by most drivers who routinely take the same trip over the same network at the same time (i.e.,
commuters). Effectively, such drivers learn which routes are best for them over time. Thus, the traffic environment settles down to a nearequilibrium state.
Clearly, since an emergency evacuation is a sudden, unique event, it does not constitute a long term learning experience which can achieve an equilibrium state. Consequently, DTRAD was not designed as an equilibrium solution, but to represent drivers in a new and unfamiliar situation, who respond in a flexible manner to realtime information (either broadcast or observed) in such a way as to minimize their respective costs of travel.
Catawba Nuclear Station                         B4                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Start of next DTRAD Session A
Set T0 Clock time.
Archive System State at T0 Define latest Link Turn Percentages Execute Simulation Model from B                     time, T0 to T1 (burn time)
Provide DTRAD with link MOE at time, T1 Execute DTRAD iteration; Get new Turn Percentages Retrieve System State at T0 ;
Apply new Link Turn Percents DTRAD iteration converges?
No                         Yes Next iteration            Simulate from T0 to T2 (DTA session duration)
Set Clock to T2 B                          A Figure B1. Flow Diagram of SimulationDTRAD Interface Catawba Nuclear Station                                 B5                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

APPENDIX C DYNEV Traffic Simulation Model

C. DYNEV TRAFFIC SIMULATION MODEL The DYNEV traffic simulation model is a macroscopic model that describes the operations of traffic flow in terms of aggregate variables: vehicles, flow rate, mean speed, volume, density, queue length, on each link, for each turn movement, during each Time Interval (simulation time step). The model generates trips from sources and from Entry Links and introduces them onto the analysis network at rates specified by the analyst based on the mobilization time distributions. The model simulates the movements of all vehicles on all network links over time until the network is empty. At intervals, the model outputs Measures of Effectiveness (MOE) such as those listed in Table C1.
Model Features Include:
Explicit consideration is taken of the variation in density over the time step; an iterative procedure is employed to calculate an average density over the simulation time step for the purpose of computing a mean speed for moving vehicles.
Multiple turn movements can be serviced on one link; a separate algorithm is used to estimate the number of (fractional) lanes assigned to the vehicles performing each turn movement, based, in part, on the turn percentages provided by the DTRAD model.
At any point in time, traffic flow on a link is subdivided into two classifications: queued and moving vehicles. The number of vehicles in each classification is computed. Vehicle spillback, stratified by turn movement for each network link, is explicitly considered and quantified. The propagation of stopping waves from link to link is computed within each time step of the simulation. There is no vertical stacking of queues on a link.
Any link can accommodate source flow from zones via side streets and parking facilities that are not explicitly represented. This flow represents the evacuating trips that are generated at the source.
The relation between the number of vehicles occupying the link and its storage capacity is monitored every time step for every link and for every turn movement. If the available storage capacity on a link is exceeded by the demand for service, then the simulator applies a metering rate to the entering traffic from both the upstream feeders and source node to ensure that the available storage capacity is not exceeded.
A path network that represents the specified traffic movements from each network link is constructed by the model; this path network is utilized by the DTRAD model.
A twoway interface with DTRAD: (1) provides link travel times; (2) receives data that translates into link turn percentages.
Provides MOE to animation software, EVAN Calculates ETE statistics Catawba Nuclear Station                            C1                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

All traffic simulation models are dataintensive. Table C2 outlines the necessary input data elements.
To provide an efficient framework for defining these specifications, the physical highway environment is represented as a network. The unidirectional links of the network represent roadway sections: rural, multilane, urban streets or freeways. The nodes of the network generally represent intersections or points along a section where a geometric property changes (e.g. a lane drop, change in grade or free flow speed).
Figure C1 is an example of a small network representation. The freeway is defined by the sequence of links, (20,21), (21,22), and (22,23). Links (8001, 19) and (3, 8011) are Entry and Exit links, respectively. An arterial extends from node 3 to node 19 and is partially subsumed within a grid network. Note that links (21,22) and (17,19) are gradeseparated.
C.1    Methodology C.1.1 The Fundamental Diagram It is necessary to define the fundamental diagram describing flowdensity and speeddensity relationships. Rather than settling for a triangular representation, a more realistic representation that includes a capacity drop, (IR)Qmax, at the critical density when flow conditions enter the forced flow regime, is developed and calibrated for each link. This representation, shown in , asserts a constant free speed up to a density, k , and then a linear reduction in speed in the range, k        k k        45 vpm, the density at capacity. In the flow density plane, a quadratic relationship is prescribed in the range, k            k        95 vpm which roughly represents the stopandgo condition of severe congestion. The value of flow rate, Q , corresponding to k , is approximated at 0.7 RQ                 . A linear relationship between k and k completes the diagram shown in Figure C2. Table C3 is a glossary of terms.
The fundamental diagram is applied to moving traffic on every link. The specified calibration values for each link are: (1) Free speed, v ; (2) Capacity, Q         ; (3) Critical density, k 45 vpm ; (4) Capacity Drop Factor, R = 0.9 ; (5) Jam density, k . Then, v              , k     k
            . Setting k   k   k , then Q      RQ              k for 0      k   k     50 . It can be shown that Q        0.98   0.0056 k RQ        for k      k  k , where k      50 and k      175.
C.1.2 The Simulation Model The simulation model solves a sequence of unit problems. Each unit problem computes the movement of traffic on a link, for each specified turn movement, over a specified time interval (TI) which serves as the simulation time step for all links. Figure C3 is a representation of the unit problem in the timedistance plane. Table C3 is a glossary of terms that are referenced in the following description of the unit problem procedure.
Catawba Nuclear Station                          C2                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

The formulation and the associated logic presented below are designed to solve the unit problem for each sweep over the network (discussed below), for each turn movement serviced on each link that comprises the evacuation network, and for each TI over the duration of the evacuation.
Given      Q , M , L , TI , E , LN , G C , h , L , R , L , E , M Compute O , Q , M Define O O              O     O ; E E         E
: 1. For the first sweep, s = 1, of this TI, get initial estimates of mean density, k , the R - factor, R and entering traffic, E , using the values computed for the final sweep of the prior TI.
For each subsequent sweep, s 1 , calculate E  P O S where P , O are the relevant turn percentages from feeder link, i , and its total outflow (possibly metered) over this TI; S is the total source flow (possibly metered) during the current TI.
Set iteration counter, n = 0, k k , and E E .
: 2. Calculate v k such that k 130 using the analytical representations of the fundamental diagram.
Q      TI G Calculate Cap                       C LN , in vehicles, this value may be reduced 3600 due to metering Set R 1.0 if G C 1 or if k k ; Set R 0.9 only if G C 1 and k k L
Calculate queue length,           L    Q LN
: 3. Calculate t           TI     . If t  0 , set t       E    O    0 ; Else, E     E    .
: 4. Then E           E    E ; t      TI   t
: 5. If Q         Cap , then O       Cap , O       O     0 If t       0 , then Q      Q     M     E     Cap Else Q      Q     Cap End if Calculate Q and M using Algorithm A below
: 6. Else Q  Cap O       Q ,         RCap   Cap     O
: 7.       If M        RCap , then Catawba Nuclear Station                             C3                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

t Cap
: 8.                 If t     0,      O      M ,O      min RCap     M ,            0 TI Q      E      O If Q      0 , then Calculate Q , M with Algorithm A Else Q      0, M    E End if Else t       0 O                M and O       0 M      M    O      E; Q    0 End if
: 9.      Else M O      0 If t     0 , then O      RCap , Q      M      O    E Calculate Q and M using Algorithm A
: 10.              Else t      0 M                   M If M        ,
O      RCap Q      M    O Apply Algorithm A to calculate Q and M Else O      M M      M    O      E and Q     0 End if End if End if End if
: 11. Calculate a new estimate of average density, k             k    2k       k ,
where k = density at the beginning of the TI k = density at the end of the TI k = density at the midpoint of the TI All values of density apply only to the moving vehicles.
If k       k          and n N where N       max number of iterations, and  is a convergence criterion, then Catawba Nuclear Station                            C4                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0
: 12.      set n n 1 , and return to step 2 to perform iteration, n, using k k .
End if Computation of unit problem is now complete. Check for excessive inflow causing spillback.
: 13. If Q      M                   ,    then The number of excess vehicles that cause spillback is: SB               Q     M                  ,
where W is the width of the upstream intersection. To prevent spillback, meter the outflow from the feeder approaches and from the source flow, S, during this TI by the amount, SB. That is, set SB M 1                        0 , where M is the metering factor over all movements .
E S This metering factor is assigned appropriately to all feeder links and to the source flow, to be applied during the next network sweep, discussed later.
Algorithm A This analysis addresses the flow environment over a TI during which moving vehicles can join a standing or discharging queue. For the case Qb       vQ                                       shown, Q           Cap, with t   0 and a queue of Qe Qe    length,   Q  ,  formed  by that portion  of M and E that reaches the stopbar within the TI, but could v                                not discharge due to inadequate capacity. That is, Mb                                                 Q      M      E     . This queue length, Q v                           Q      M     E      Cap can be extended to Q by L3 traffic entering the approach during the current TI, traveling at speed, v, and reaching the rear of the t1 t3                                      queue within the TI. A portion of the entering TI                               vehicles, E       E , will likely join the queue. This analysis calculates t , Q and M for the input values of L, TI, v, E, t, L , LN, Q .
When t         0 and Q           Cap:
L                                                                         L Define: L       Q         . From the sketch,         L      v TI t      t     L    Q     E           .
LN                                                                        LN Substituting E             E yields: vt             E        L v TI t         L . Recognizing that the first two terms on the right hand side cancel, solve for t to obtain:
Catawba Nuclear Station                               C5                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

L t                                 such that 0         t    TI   t E L v
TI LN If the denominator, v            0, set t      TI    t .
t                      t     t Then, Q      Q     E     ,   M     E 1 TI                        TI The complete Algorithm A considers all flow scenarios; space limitation precludes its inclusion, here.
C.1.3 Lane Assignment The unit problem is solved for each turn movement on each link. Therefore it is necessary to calculate a value, LN , of allocated lanes for each movement, x. If in fact all lanes are specified by, say, arrows painted on the pavement, either as full lanes or as lanes within a turn bay, then the problem is fully defined. If however there remain unchannelized lanes on a link, then an analysis is undertaken to subdivide the number of these physical lanes into turn movement specific virtual lanes, LNx.
C.2     Implementation C.2.1 Computational Procedure The computational procedure for this model is shown in the form of a flow diagram as Figure C4. As discussed earlier, the simulation model processes traffic flow for each link independently over TI that the analyst specifies; it is usually 60 seconds or longer. The first step is to execute an algorithm to define the sequence in which the network links are processed so that as many links as possible are processed after their feeder links are processed, within the same network sweep. Since a general network will have many closed loops, it is not possible to guarantee that every link processed will have all of its feeder links processed earlier.
The processing then continues as a succession of time steps of duration, TI, until the simulation is completed. Within each time step, the processing performs a series of sweeps over all network links; this is necessary to ensure that the traffic flow is synchronous over the entire network. Specifically, the sweep ensures continuity of flow among all the network links; in the context of this model, this means that the values of E, M, and S are all defined for each link such that they represent the synchronous movement of traffic from each link to all of its outbound links. These sweeps also serve to compute the metering rates that control spillback.
Within each sweep, processing solves the unit problem for each turn movement on each link.
With the turn movement percentages for each link provided by the DTRAD model, an algorithm allocates the number of lanes to each movement serviced on each link. The timing at a signal, if any, applied at the downstream end of the link, is expressed as a G/C ratio, the signal timing needed to define this ratio is an input requirement for the model. The model also has the Catawba Nuclear Station                         C6                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

capability of representing, with macroscopic fidelity, the actions of actuated signals responding to the timevarying competing demands on the approaches to the intersection.
The solution of the unit problem yields the values of the number of vehicles, O, that discharge from the link over the time interval and the number of vehicles that remain on the link at the end of the time interval as stratified by queued and moving vehicles: Q and M . The procedure considers each movement separately (multipiping). After all network links are processed for a given network sweep, the updated consistent values of entering flows, E; metering rates, M; and source flows, S are defined so as to satisfy the no spillback condition.
The procedure then performs the unit problem solutions for all network links during the following sweep.
Experience has shown that the system converges (i.e. the values of E, M and S settle down for all network links) in just two sweeps if the network is entirely undersaturated or in four sweeps in the presence of extensive congestion with link spillback. (The initial sweep over each link uses the final values of E and M, of the prior TI). At the completion of the final sweep for a TI, the procedure computes and stores all measures of effectiveness for each link and turn movement for output purposes. It then prepares for the following time interval by defining the values of Q and M for the start of the next TI as being those values of Q and M at the end of the prior TI. In this manner, the simulation model processes the traffic flow over time until the end of the run. Note that there is no spacediscretization other than the specification of network links.
C.2.2 Interfacing with Dynamic Traffic Assignment (DTRAD)
The DYNEV II system reflects NRC guidance that evacuees will seek to travel in a general direction away from the location of the hazardous event. Thus, an algorithm was developed to identify an appropriate set of destination nodes for each origin based on its location and on the expected direction of travel. This algorithm also supports the DTRAD model in dynamically varying the Trip Table (OD matrix) over time from one DTRAD session to the next.
Figure B1 depicts the interaction of the simulation model with the DTRAD model in the DYNEV II system. As indicated, DYNEV II performs a succession of DTRAD sessions; each such session computes the turn link percentages for each link that remain constant for the session duration, T , T , specified by the analyst. The end product is the assignment of traffic volumes from each origin to paths connecting it with its destinations in such a way as to minimize the networkwide cost function. The output of the DTRAD model is a set of updated link turn percentages which represent this assignment of traffic.
As indicated in Figure B1, the simulation model supports the DTRAD session by providing it with operational link MOE that are needed by the path choice model and included in the DTRAD cost function. These MOE represent the operational state of the network at a time, T     T , which lies within the session duration, T , T . This burn time, T               T , is selected by the analyst. For each DTRAD iteration, the simulation model computes the change in network operations over this burn time using the latest set of link turn percentages computed by the DTRAD model. Upon convergence of the DTRAD iterative procedure, the Catawba Nuclear Station                         C7                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

simulation model accepts the latest turn percentages provided by the DTA model, returns to the origin time, T , and executes until it arrives at the end of the DTRAD session duration at time, T . At this time the next DTA session is launched and the whole process repeats until the end of the DYNEV II run.
Additional details are presented in Appendix B.
Catawba Nuclear Station                         C8                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Table C1. Selected Measures of Effectiveness Output by DYNEV II Measure                                 Units                                  Applies To Vehicles Discharged          Vehicles                                         Link, Network, Exit Link Speed                        Miles/Hours (mph)                                Link, Network Density                      Vehicles/Mile/Lane                               Link Level of Service             LOS                                              Link Content                      Vehicles                                         Network Travel Time                  Vehiclehours                                    Network Evacuated Vehicles           Vehicles                                         Network, Exit Link Trip Travel Time             Vehicleminutes/trip                             Network Capacity Utilization         Percent                                          Exit Link Attraction                   Percent of total evacuating vehicles             Exit Link Max Queue                    Vehicles                                         Node, Approach Time of Max Queue            Hours:minutes                                    Node, Approach Length (mi); Mean Speed (mph); Travel Route Statistics                                                              Route Time (min)
Mean Travel Time             Minutes                                          Evacuation Trips; Network Catawba Nuclear Station                             C9                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

Table C2. Input Requirements for the DYNEV II Model HIGHWAY NETWORK Links defined by upstream and downstream node numbers Link lengths Number of lanes (up to 9) and channelization Turn bays (1 to 3 lanes)
Destination (exit) nodes Network topology defined in terms of downstream nodes for each receiving link Node Coordinates (X,Y)
Nuclear Power Plant Coordinates (X,Y)
GENERATED TRAFFIC VOLUMES On all entry links and source nodes (origins), by Time Period TRAFFIC CONTROL SPECIFICATIONS Traffic signals: linkspecific, turn movement specific Signal control treated as fixed time or actuated Location of traffic control points (these are represented as actuated signals)
Stop and Yield signs Rightturnonred (RTOR)
Route diversion specifications Turn restrictions Lane control (e.g. lane closure, movementspecific)
DRIVERS AND OPERATIONAL CHARACTERISTICS Drivers (vehiclespecific) response mechanisms: freeflow speed, discharge headway Bus route designation.
DYNAMIC TRAFFIC ASSIGNMENT Candidate destination nodes for each origin (optional)
Duration of DTA sessions Duration of simulation burn time Desired number of destination nodes per origin INCIDENTS Identify and Schedule of closed lanes Identify and Schedule of closed links Catawba Nuclear Station                           C10                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Table C3. Glossary The maximum number of vehicles, of a particular movement, that can discharge Cap from a link within a time interval.
The number of vehicles, of a particular movement, that enter the link over the E
time interval. The portion, ETI, can reach the stopbar within the TI.
The green time: cycle time ratio that services the vehicles of a particular turn G/C movement on a link.
h         The mean queue discharge headway, seconds.
k         Density in vehicles per lane per mile.
The average density of moving vehicles of a particular movement over a TI, on a k
link.
L         The length of the link in feet.
The queue length in feet of a particular movement, at the [beginning, end] of a L ,L time interval.
The number of lanes, expressed as a floating point number, allocated to service a LN particular movement on a link.
L          The mean effective length of a queued vehicle including the vehicle spacing, feet.
M          Metering factor (Multiplier): 1.
The number of moving vehicles on the link, of a particular movement, that are M ,M          moving at the [beginning, end] of the time interval. These vehicles are assumed to be of equal spacing, over the length of link upstream of the queue.
The total number of vehicles of a particular movement that are discharged from a O
link over a time interval.
The components of the vehicles of a particular movement that are discharged from a link within a time interval: vehicles that were Queued at the beginning of O ,O ,O the TI; vehicles that were Moving within the link at the beginning of the TI; vehicles that Entered the link during the TI.
The percentage, expressed as a fraction, of the total flow on the link that P
executes a particular turn movement, x.
Catawba Nuclear Station                           C11                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

The number of queued vehicles on the link, of a particular turn movement, at the Q ,Q
[beginning, end] of the time interval.
The maximum flow rate that can be serviced by a link for a particular movement Q           in the absence of a control device. It is specified by the analyst as an estimate of link capacity, based upon a field survey, with reference to the HCM.
R         The factor that is applied to the capacity of a link to represent the capacity drop when the flow condition moves into the forced flow regime. The lower capacity at that point is equal to RQ     .
RCap        The remaining capacity available to service vehicles of a particular movement after that queue has been completely serviced, within a time interval, expressed as vehicles.
S          Service rate for movement x, vehicles per hour (vph).
t         Vehicles of a particular turn movement that enter a link over the first t seconds of a time interval, can reach the stopbar (in the absence of a queue down stream) within the same time interval.
TI        The time interval, in seconds, which is used as the simulation time step.
v        The mean speed of travel, in feet per second (fps) or miles per hour (mph), of moving vehicles on the link.
v          The mean speed of the last vehicle in a queue that discharges from the link within the TI. This speed differs from the mean speed of moving vehicles, v.
W          The width of the intersection in feet. This is the difference between the link length which extends from stopbar to stopbar and the block length.
Catawba Nuclear Station                           C12                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                         Rev. 0

8011 8009           2             3                8104 8107           6                 5           8008 8010           8             9                 10          8007 8012           12                11          8006 8005           13            14               8014 15                25          8004 16                24          8024 17 8003      23            22                              21           20    8002 Entry, Exit Nodes are                19 numbered 8xxx 8001 Figure C1. Representative Analysis Network Catawba Nuclear Station                         C13                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

Volume, vph Capacity Drop Qmax R Qmax Qs Density, vpm Flow Regimes Speed, mph Free      Forced vf R vc Density, vpm kf        kc                              kj ks Figure C2. Fundamental Diagrams Distance OQ       OM        OE Down Qb           vQ                Qe v
v L
Mb                              Me Up t1         t2 Time E1             E2 TI Figure C3. A UNIT Problem Configuration with t1 > 0 Catawba Nuclear Station                            C14                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Sequence Network Links Next Timestep, of duration, TI A
Next sweep; Define E, M, S for all B
Links C                            Next Link D                   Next Turn Movement, x Get lanes, LNx Service Rate, Sx ; G/Cx Get inputs to Unit Problem:
Q b , Mb , E Solve Unit Problem: Q e , Me , O No      D Last Movement ?
Yes No Last Link ?                    C Yes No      B Last Sweep ?
Yes Calc., store all Link MOE Set up next TI :
No       A Last Time - step ?
Yes DONE Figure C4. Flow of Simulation Processing (See Glossary: Table C3)
Catawba Nuclear Station                               C15                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

APPENDIX D Detailed Description of Study Procedure

D. DETAILED DESCRIPTION OF STUDY PROCEDURE This appendix describes the activities that were performed to compute Evacuation Time Estimates (ETE). The individual steps of this effort are represented as a flow diagram in Figure D1. Each numbered step in the description that follows corresponds to the numbered element in the flow diagram.
Step 1 The first activity was to obtain Emergency Planning Zone (EPZ) boundary information and create a geographical information system (GIS) base map. The base map extends beyond the Shadow Region which extends approximately 15 miles (radially) from the power plant location.
The base map incorporates the local roadway topology, a suitable topographic background and the EPZ boundary.
Step 2 2010 Census block population and Census population growth (using 20171 population estimates published by the US Census) information was obtained in GIS format. This information was used to project the permanent resident population within the EPZ and Shadow Region to the year 2018 and to define the spatial distribution and demographic characteristics of the population within the study area. Employee data were estimated using the US Census Longitudinal EmployerHousehold Dynamics from the OnTheMap Census analysis tool2. Transient data were obtained from county emergency management agencies and from phone calls to transient attractions. Parking lot capacity for some transient attractions was estimated using aerial imagery. Information concerning schools, medical and other types of special facilities within the EPZ was obtained from county sources, augmented by telephone contacts with the identified facilities.
Step 3 A kickoff meeting was conducted with major stakeholders (state and local emergency managers, onsite and offsite utility emergency managers, local and state law enforcement agencies). The purpose of the kickoff meeting was to present an overview of the work effort, identify key agency personnel, and indicate the data requirements for the study. Specific requests for information were presented to local emergency managers. Unique features of the study area were discussed to identify the local concerns that should be addressed by the ETE study.
1 The annual population estimates prepared by the Census Bureau for the entire U.S. involve an extensive data gathering process.
As such, population estimates are a year behind - 2017 data are released in 2018. The schedule for release of Census data is provided on the Census website: http://www.census.gov/popest/schedule.html 2
http://onthemap.ces.census.gov/
Catawba Nuclear Station                                      D1                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Step 4 Next, a physical survey of the roadway system in the study area was conducted to determine the geometric properties of the highway sections, the channelization of lanes on each section of roadway, whether there are any turn restrictions or special treatment of traffic at intersections, the type and functioning of traffic control devices, gathering signal timings for pretimed traffic signals, and to make the necessary observations needed to estimate realistic values of roadway capacity. Roadway characteristics were also verified using aerial imagery.
Step 5 The data from the 2012 telephone survey of households within the EPZ was utilized to identify household dynamics, trip generation characteristics, and evacuationrelated demographic information of the EPZ population for this study. This information was used to determine important study factors including the average number of evacuating vehicles used by each household, and the time required to perform preevacuation mobilization activities.
Step 6 A computerized representation of the physical roadway system, called a linknode analysis network, was developed using the most recent UNITES software (see Section 1.3) developed by KLD. Once the geometry of the network was completed, the network was calibrated using the information gathered during the road survey (Step 4) and information obtained from aerial imagery. Estimates of highway capacity for each link and other linkspecific characteristics were introduced to the network description. Traffic signal timings were input accordingly. The link node analysis network was imported into a GIS map. The 2018 permanent resident population estimates (Step 2) were overlaid in the map, and origin centroids where trips would be generated during the evacuation process were assigned to appropriate links.
Step 7 The EPZ is subdivided into 15 zones. Based on wind direction and speed, Regions (groupings of zones) that may be advised to evacuate, were developed.
The need for evacuation can occur over a range of timeofday, dayofweek, seasonal and weatherrelated conditions. Scenarios were developed to capture the variation in evacuation demand, highway capacity and mobilization time, for different time of day, day of the week, time of year, and weather conditions.
Step 8 The input stream for the DYNEV II model, which integrates the dynamic traffic assignment and distribution model, DTRAD, with the evacuation simulation model, was created for a prototype evacuation case - the evacuation of the entire EPZ for a representative scenario.
Step 9 After creating this input stream, the DYNEV II System was executed on the prototype evacuation case to compute evacuating traffic routing patterns consistent with the appropriate NRC guidelines. DYNEV II contains an extensive suite of data diagnostics which check the Catawba Nuclear Station                       D2                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

completeness and consistency of the input data specified. The analyst reviews all warning and error messages produced by the model and then corrects the database to create an input stream that properly executes to completion.
The model assigns destinations to all origin centroids consistent with a (general) radial evacuation of the EPZ and Shadow Region. The analyst may optionally supplement and/or replace these modelassigned destinations, based on professional judgment, after studying the topology of the analysis highway network. The model produces link and networkwide measures of effectiveness as well as estimates of evacuation time.
Step 10 The results generated by the prototype evacuation case are critically examined. The examination includes observing the animated graphics (using the EVAN software - see Section 1.3) and reviewing the statistics output by the model. This is a laborintensive activity, requiring the direct participation of skilled engineers who possess the necessary practical experience to interpret the results and to determine the causes of any problems reflected in the results.
Essentially, the approach is to identify those bottlenecks in the network that represent locations where congested conditions are pronounced and to identify the cause of this congestion. This cause can take many forms, either as excess demand due to high rates of trip generation, improper routing, a shortfall of capacity, or as a quantitative flaw in the way the physical system was represented in the input stream. This examination leads to one of two conclusions:
The results are satisfactory; or The input stream must be modified accordingly.
This decision requires, of course, the application of the user's judgment and experience based upon the results obtained in previous applications of the model and a comparison of the results of the latest prototype evacuation case iteration with the previous ones. If the results are satisfactory in the opinion of the user, then the process continues with Step 13. Otherwise, proceed to Step 11.
Step 11 There are many "treatments" available to the user in resolving apparent problems. These treatments range from decisions to reroute the traffic by assigning additional evacuation destinations for one or more sources, imposing turn restrictions where they can produce significant improvements in capacity, changing the control treatment at critical intersections so as to provide improved service for one or more movements, or in prescribing specific treatments for channelizing the flow so as to expedite the movement of traffic along major roadway systems. Such "treatments" take the form of modifications to the original prototype evacuation case input stream. All treatments are designed to improve the representation of evacuation behavior.
Catawba Nuclear Station                         D3                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Step 12 As noted above, the changes to the input stream must be implemented to reflect the modifications undertaken in Step 11. At the completion of this activity, the process returns to Step 9 where the DYNEV II System is again executed.
Step 13 Evacuation of transitdependent evacuees and special facilities are included in the evacuation analysis. Fixed routing for transit buses and for school buses, ambulances, and other transit vehicles are introduced into the final prototype evacuation case data set. DYNEV II generates routespecific speeds over time for use in the estimation of evacuation times for the transit dependent and special facility population groups.
Step 14 The prototype evacuation case was used as the basis for generating all region and scenario specific evacuation cases to be simulated. This process was automated through the UNITES user interface. For each specific case, the population to be evacuated, the trip generation distributions, the highway capacity and speeds, and other factors are adjusted to produce a customized casespecific data set.
Step 15 All evacuation cases are executed using the DYNEV II System to compute ETE. Once results were available, quality control procedures were used to assure the results were consistent, dynamic routing was reasonable, and traffic congestion/bottlenecks were addressed properly.
Step 16 Once vehicular evacuation results are accepted, average travel speeds for transit and special facility routes were used to compute evacuation time estimates for transitdependent permanent residents, schools, hospitals, and other special facilities.
Step 17 The simulation results are analyzed, tabulated and graphed.            The results were then documented, as required by NUREG/CR7002.
Step 18 Following the completion of documentation activities, the ETE criteria checklist (see Appendix N) was completed. An appropriate report reference is provided for each criterion provided in the checklist.
Catawba Nuclear Station                       D4                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

A Step 1 Step 10 Create GIS Base Map                    Examine Results of Prototype Evacuation Case using EVAN and DYNEV II Output Step 2 Gather Census Block and Demographic Data for                                           Results Satisfactory Study Area Step 11 Step 3 Modify Evacuation Destinations and/or Develop Conduct Kickoff Meeting with Stakeholders                   Traffic Control Treatments Step 4                                                Step 12 Field Survey of Roadways within Study Area        Modify Database to Reflect Changes to Prototype Evacuation Case Step 5 Analyze Telephone Survey and Develop Trip Generation Characteristics B
Step 13 Step 6 Establish Transit and Special Facility Evacuation Create and Calibrate LinkNode Analysis Network          Routes and Update DYNEV II Database Step 14 Step 7 Generate DYNEV II Input Streams for All Evacuation Cases Develop Evacuation Regions and Scenarios Step 15 Step 8 Execute DYNEV II to Compute ETE for All Create and Debug DYNEV II Input Stream                          Evacuation Cases Step 16 Step 9 Use DYNEV II Average Speed Output to Compute ETE for Transit and Special Facility Routes B         Execute DYNEV II for Prototype Evacuation Case Step 17 Documentation A                                                                   Step 18 Complete ETE Criteria Checklist Figure D1. Flow Diagram of Activities Catawba Nuclear Station                                     D5                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

APPENDIX E Facility Data

E. FACILITY DATA The following tables list population information, as of May 2018, for facilities that are located within the CNS EPZ. Special facilities are defined as schools, daycares, medical facilities, major employers and correctional facilities. Transient population data is included in the tables for recreational areas and lodging facilities. Each table is grouped by county. The location of the facility is defined by its straightline distance (miles) and direction (magnetic bearing) from the center point of the plant. Maps of each school, daycare, medical facility, major employer, recreational area, lodging facility, and correctional facility are also provided.
Catawba Nuclear Station                            E1                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Table E1. Schools within the EPZ Distance      Dire                                                                                                                    Enroll Zone      (miles)      ction                     School Name                                  Street Address                Municipality         ment          Staff GASTON COUNTY, NC S.R.       9.9        NNW     Forestview High School1                               5545 Union Rd                          Gastonia            1,340 S.R.       10.1       NNW    W A Bess Elementary School1                            4340 Beaty Rd                          Gastonia              640 Gaston County Subtotal:            1,980 MECKLENBURG COUNTY, NC A0        1.9         NE     Palisades Episcopal School                            13120 Grand Palisades Pkwy             Charlotte             189 A1        3.8         NE     Palisades Park Elementary School                      15321 York Rd                          Charlotte             737            84 A2        5.8         ENE    River Gate Elementary School                          15340 Smith Rd                         Charlotte             763            80 A2        5.9         NE     Southwest Middle School                               13624 Steele Creek Rd                  Charlotte            1,407          112 A2        6.8         NE    Cathedral of the Cross                                 13925 Erwin Rd                         Charlotte             112 A2        6.8         NE     Walnut Grove Christian School                         13925 Erwin Rd                         Charlotte              71 A2        6.9        NNE     Winget Park Elementary School                         12235 Winget Rd                        Charlotte             660            88 A2        7.1         NE     Lake Wylie Elementary School                          13620 Erwin Rd                         Charlotte             638            99 A2        7.4         NE    Good Shepherd UMC                                      13110 Moss Rd                          Charlotte              22 A2        9.5         NE     Kennedy Middle School                                 4000 Gallant Ln                        Charlotte             978            95 A2        9.7         NE     Steele Creek Elementary School                        4100 Gallant Ln                        Charlotte             741            81 A2        9.9         NE     The Olympic Community of Schools                      4301 Sandy Porter Rd                   Charlotte           2,641           224 A2        10.8        NE    Rod of God Christian Academy                           7300 South Tryon St                    Charlotte              10 A3        10.4         E     Pineville Elementary School                           210 Lowry St                           Pineville             769            89 S.R.       9.9        NNE    Berewick Elementary School1                            5910 Dixie River Rd                    Charlotte             605 Mecklenburg County Subtotal:             10,343          952 YORK COUNTY, SC A0        1.5         NW    Lake Pointe Academy                                    3168 Hands Mill Hwy                    York                  127 B1        3.6          E     Tega Cay Elementary                                   2185 Gold Hill Rd                      Tega Cay              840            80 B2         4.6        ESE    Gold Hill Elementary                                  1000 Dave Gibson Blvd                  Tega Cay              934            93 B2         4.6        ESE    Gold Hill Middle                                      1025 Dave Gibson Blvd                  Tega Cay              710            75 B2         5.7         E     Pleasant Knoll Elementary                             2346 Pleasant Rd                       Fort Mill             730            90 B2         5.9        ESE    Orchard Park Elementary                               474 Third Baxter St                    Fort Mill             779            90 B2        6.5         ESE    Fort Mill High                                        215 N Hwy 21 Byp                       Fort Mill           2,215           185 B2        6.6         ENE    Walnut Grove Christian School                         1036 Maxwell Mill Rd                   Fort Mill             119 B2        7.2         ESE   Riverview Elementary                                   1300 Spratt St                         Fort Mill             737           105 B2        7.7          E    Springfield Middle                                     1711 Springfield Pkwy                  Fort Mill             591            74 B2        7.8          E     Springfield Elementary                                1691 Springfield Pkwy                  Fort Mill             662            75 1
According to Catawba Nuclear Station Emergency Plans for School Children, these schools would evacuate even though they are outside of the EPZ (in the Shadow Region - S.R.).
Catawba Nuclear Station                                                                         E2                                                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                                 Rev. 0

Distance Dire                                                                                    Enroll Zone     (miles) ction                  School Name                         Street Address   Municipality  ment     Staff B2        8.1    ESE  Fort Mill Academy                            513 Banks St             Fort Mill      34       23 B2        8.4     SE  Banks Trail Middle                           1640 Banks Rd            Fort Mill     758       79 B2        8.6     E   Nation Ford High                             1400 AO Jones Blvd       Fort Mill    2,117     198 B2        8.6     E   Sugar Creek Elementary                       1599 Farm House Dr       Fort Mill     836      103 B2        8.9    ESE  Fort Mill Middle                             200 Springfield Pkwy     Fort Mill     609       80 B2        8.9    ESE  Fort Mill Elementary                         192 Springfield Pkwy     Fort Mill     868       95 B2        9.0      E  Comenius School for Creative Leadership      8160 Regent Pkwy         Fort Mill     140 C1        2.8      S  Mt Gallant Elementary                        4664 Mt Gallant Rd       Rock Hill     512       48 C1        2.9      S  Dutchman Creek Middle                        4747 Mt Gallant Rd       Rock Hill     998       75 C1        4.3     SE  India Hook Elementary                        2068 Yukon Dr            Rock Hill     600       70 C1        5.6    SSE  Westminster Catawba Christian School 612    2650 India Hook Rd       Rock Hill     242 C1        6.0    SSE  Rosewood Elementary                          2240 Rosewood Dr         Rock Hill     550       70 C2        5.4      S  Old Pointe Elementary                        380 Old Pointe School Rd Rock Hill     532       54 C2        6.1    SSE  Ebinport Elementary                          2142 India Hook Rd       Rock Hill     647       63 C2        7.0      S  Rawlinson Road Middle                        2631 W Main St           Rock Hill     600       85 C2        7.0      S  Northwestern High                            2503 W Main St           Rock Hill    1,824     170 C2        7.1    SSE  Westminster Catawba Christian School PK5    1310 India Hook Rd       Rock Hill     225 C2        7.2      S  York Road Elementary                         2254 W Main St           Rock Hill     375       52 C2        7.2      S  Applied Technology Center                    2399 W Main St           Rock Hill    1,245      46 C2        7.3    SSE  Richmond Drive Elementary                    1162 Richmond Dr         Rock Hill     710       80 C2        7.4    SSE  Sullivan Middle                              1825 Eden Ter            Rock Hill     760       95 C2        7.9    SSE  Winthrop University                          701 Oakland Ave          Rock Hill    3,517 C2        8.3   SSW   York Preparatory High School                 1047 Golden Gate Ct      Rock Hill     338       19 C2        8.3      S  Finley Road Elementary                       1089 Finley Rd           Rock Hill     358       65 C2        8.4   SSW   York Preparatory Middle School               1047 Golden Gate Ct      Rock Hill     386       21 C2        8.4   SSW   York Preparatory Elementary School           1047 Golden Gate Ct      Rock Hill     783       44 C2        8.4    SSE  St Anne's Catholic                           1698 Bird St             Rock Hill     262 C2        8.6    SSE  Ebenezer Ave Elementary                      242 Ebenezer Av          Rock Hill     560       75 C2        8.9    SSE  Northside Elementary                         840 Annafrel St          Rock Hill     560       70 C2        9.0    SSE  Shekinah Christian Academy                   641 Annafrel St          Rock Hill      33 C2        9.1    SSE  York Technical College                       452 S Anderson Rd        Rock Hill    5,700 C2        9.2      S  Sunset Park Accelerated                      1036 Ogden Rd            Rock Hill     460       57 C2        9.4    SSE  Central Child Development                    414 E Black St           Rock Hill     367       25 C2        9.6      S  Clinton College                              1029 Crawford Rd         Rock Hill     200 C2        9.8    SSE  Belleview Elementary                         501 Belleview Rd         Rock Hill     523       75 C2       10.0    SSE  Childrens School at Sylvia Circle            929 Sylvia Cir           Rock Hill     398       45 Catawba Nuclear Station                                                       E3                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                      Rev. 0

Distance Dire                                                                              Enroll Zone     (miles) ction                 School Name             Street Address         Municipality   ment     Staff C2      11.3     S   South Pointe High School        801 Neely Rd                   Rock Hill      1,291 C2      11.6     S   Saluda Trail Middle School      2300 Saluda Rd                 Rock Hill       785 C2      11.9     S   Oakdale Elementary School       1129 Oakdale Rd                Rock Hill       427 D1        3.5    SW   Riverwalk Academy               5750 Mt Gallant Rd             Rock Hill       500 D2        9.0   WSW   Hunter Street Elementary        1100 Hunter St                 York            465       61 D2        9.2   WSW   Floyd D Johnson Tech Center     275 E Alexander Love Hwy       York          1,400      118 D2        9.3   WSW   York Comprehensive High         275 E Alexander Love Hwy       York          1,549      176 D2       10.1   WSW   Harold C Johnson Elementary     400 E Jefferson St             York            484       84 D2       10.8   WSW   Blessed Hope Baptist School     410 Blessed Hope Rd            York            158 D2       11.1   WSW   York One Academy                37 Pinckney St                 York             60       20 D2       11.1   WSW   Cotton Belt Elementary          1176 Black Hwy                 York            427       65 D2       11.2   WSW   York Middle                     1010 Devinney Rd               York            747       95 D2       11.3   WSW   York Intermediate               1280 Johnson Rd                York            640       82 E2       7.1   WNW   Clover High                     1625 Hwy 55 E                  Clover        2,228      226 E2       7.4   WNW   Clover 9th Grade Academy        1555 State Hwy 55 E            Clover          600       33 E2       9.4   WNW   Blue Eagle Academy              300 Clinton Av                 Clover          100       30 E2       9.6   WNW   Larne Elementary                3598 Filbert Hwy               Clover          546       88 E2      10.0   WNW   Kinard Elementary               201 Pressley St                Clover          411       60 F1       3.9   NNW   Crowders Creek Elementary       5515 Charlotte Hwy             Clover          750       83 F1       4.1    NW   Bethel Elementary               6000 Hwy 55 E                  Clover          491       65 F2       5.4   NNW   Oakridge Middle                 5657 Oakridge Rd               Clover          951      111 F2       5.4   NNW   Oakridge Elementary             5670 Oakridge Rd               Clover          651       90 F2       7.0    NW   Griggs Road Elementary          100 Griggs Rd                  Clover          501       65 S.R.      9.8    ESE  Dobys Bridge Elementary1       1000 Dragon Way                York            975       95 S.R. 11.3   WSW   Jefferson Elementary1           1543 Chester Hwy               York            493       87 S.R. 11.5   WNW                 1                 1233 Barrett Road              Clover          682 Clover Middle York County Subtotal: 56,383    4,583 EPZ TOTAL:   68,706    5,535 Catawba Nuclear Station                                          E4                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                Rev. 0

Table E2. Daycares within the EPZ Distance Dire                                                                                                 Enroll Zone     (miles) ction                    School Name                              Street Address        Municipality   ment   Staff MECKLENBURG COUNTY, NC A2       7.0    NE   Tutor Time                                         13526 Erwin Rd                 Charlotte      185     28 A3      11.9    ENE  Primrose School at Park Crossing                    10335 Feldfarm Ln             Pineville      163 Mecklenburg County Subtotal:  348 YORK COUNTY, SC B1       4.1     E   The Learning Experience                             919 Hubert Graham Way         Tega Cay       291 B1       4.1     E   Tega Cay Children's Academy                         412 Silver Ridge Dr           Tega Cay       358 B1       4.5     E   Kids R Kids                                         3009 Hwy 160 W                Fort Mill      275 B2       4.7     E   Ivybrook Academy                                    873 Dave Gibson Blvd          Fort Mill      155 B2       5.4     E   Primrose School of Fort Mill                        1212 Gold Hill Rd             Fort Mill      310 B2       5.6     E   Village Montessori and Preparatory School           1525 Onyx Ridge               Fort Mill      120 B2       6.0    ESE  Field Of Dreams Nurture and Education Center        1180 Springmaid Ave           Fort Mill      326 B2       6.2     E   The Goddard School in Fort Mill                     868 Gold Hill Rd              Fort Mill      150 B2       6.3     E   Beansprout Academy                                  3070 Pleasant Rd              Fort Mill      140 B2       6.6    ENE  Smart Kids CDC # 6                                  1014 & 1018 Maxwell Mill Rd Fort Mill        354 B2       7.9     E   Carolina Kids Child Development Center II           2850 Old Nations Rd           Fort Mill      327 B2       7.9     E   Fort Mill Preparatory Cooperative Preschool         2721 Old Nation Rd            Fort Mill      128 B2       8.1    ESE  Reach for the Stars                                407 Tom Hall St                Fort Mill       38 B2       8.2    ENE  A Child's World                                     3391 Hwy 51                   Fort Mill       70 B2       8.3    ESE  Avery Lake Head Start                               100 Lestina Ct                Fort Mill       49 B2       8.9     E   MorningStar Kids Discovery Center                   375 Star Light Dr             Fort Mill      105 B2       9.2    ESE  Little Fox Child Development Center                 1755 Merritt Rd               Fort Mill       39 C1       6.5     SE  Carolina Academy                                    1633 Celanese Rd              Rock Hill      251 C2       5.4      S  Liberty Child Development Center                    2500 Ebenezer Rd Suite 101    Rock Hill      197 C2       5.6      S  Carolina Kids Child Development Center             2331 Ebenezer Rd               Rock Hill      369 C2       6.0    SSE  Right Choice Child Development Center               2195 Indian Hook Rd           Rock Hill       18 C2       6.4    SSE  Adventures Plus Child Care                          1570 Ebinport Rd              Rock Hill      106 C2       6.4    SSE  The Goddard School of Rock Hill                     415 Clouds Way                Rock Hill      226 C2       6.5    SSE  God's Blessing's Christian Child Care              1765 India Hook Rd             Rock Hill      120 C2       6.6    SSE  Woodhaven Baptist Child Development Center          2060 Marett Blvd.             Rock Hill      200 C2       6.8    SSE  The Academy of Young Scholars, LLC                  1446 Mt. Gallant Rd           Rock Hill       79 C2       6.8      S  Child Development Center on Herlong                 481 South Herlong Ave         Rock Hill      186 C2       7.3    SSE  Little Saints Academy                               1355 Ebenezer Rd              Rock Hill       38 C2       7.5      S  Sunshine HouseSite 14                              1895 West Main St             Rock Hill      145 C2       8.2      S  House of Joy                                        546 S. Cherry Rd              Rock Hill      126 Catawba Nuclear Station                                                         E5                                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                    Rev. 0

Distance Dire                                                                                              Enroll Zone     (miles) ction                    School Name                          Street Address         Municipality   ment   Staff C2       8.4    SSE  School Days Child Development Center            409 Park Ave                   Rock Hill       47 C2       8.4    SSE  St. Anne Catholic School                        1698 Bird St                   Rock Hill      120 C2       8.6    SSE  Palmetto Children's Academy                     858 Cedar St                   Rock Hill      280 C2       8.7    SSE  Open Arms Child Support Center                  236 West Main St               Rock Hill       52 C2       8.9    SSE  Best Friends Child Development                  1830 West Baskins Rd           Rock Hill       52 C2       9.1    SSE  Freedom Montessori School                       215 E. Main St                 Rock Hill       75 C2       9.1    SSE  Sugar & Spice Child Development Center LLC      416 Pickens St                 Rock Hill       48 C2       9.3    SSE  York Technical College Child Development Center 452 South Anderson Rd          Rock Hill       99 C2       9.5    SSE  Toddler House Day Care                          403 S. Spruce St               Rock Hill       45 C2       9.6    SSE  A Child's Heart                                 810 Carolina Ave               Rock Hill       46 C2       9.6    SSE  House of Joy Childcare Center II                1321 Springsteen Rd            Rock Hill      115 C2       9.6    SSE  Classy Kids Academy                             914 East White St              Rock Hill       40 C2       9.8    SSE  Kids World Too                                  862 Saluda St                  Rock Hill       99 C2      10.0    SSE  Rock Hill Head Start Center                     929 Sylvia Circle              Rock Hill      340 C2      12.0     S   Next Generation Child Development Center        1249 Oakdale Rd                Rock Hill      200 D2       9.0   WSW   Hunter Street Elementary School                 1100 Hunter St                 York            40 D2       9.1     W   Christine Stiles                                443 West Old Limestone Rd      York            12 D2       9.7   WSW   Yours, Mine and Ours Day Care                   816 North Congress St          York           118 D2       9.8   WSW   Agape United Day Care                           5 South Pacific Ave            York           129 D2      10.1   WSW   Harold C. Johnson Elementary School             400 East Jefferson St          York            40 D2      10.8   WSW   Liberty Christian Daycare                       410 Blessed Hope Rd            York           127 D2      11.1   WSW   Cotton Belt Elementary School                   1176 Black Hwy                 York            40 D2      11.1   WSW   York Head Start Center                          37 Pinckney St                 York           100 E2       7.1   WNW   Clover High School Early Childhood Program      1625 Hwy 55 East               Clover          30 E2       9.4   WNW   Clover Head Start                               320 Clinton Ave                Clover          21 E2       9.9   WNW   Kids First Academy                              107 Guinn St                   Clover          87 F1       3.7   NNW   Creative Kids                                   5699 Charlotte Hwy             Clover         321 F1       4.4     N   The Goddard School of Lake Wylie                4750 Charlotte Hwy             Clover         223 F1       4.9     N   Giving Tree Child Development Center            178 Hwy 274                    Clover         246 F1       4.9   NNW   Pine Grove Christian Academy                    5415 Hwy 557                   Clover         158 York County Subtotal: 8,646 EPZ TOTAL:   8,994 Catawba Nuclear Station                                                        E6                                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                 Rev. 0

Table E3. Medical Facilities within the EPZ Ambul Wheel Bed Distance Dire                                                                                        Cap  Current atory    chair    ridden Zone (miles) ction                 Facility Name                       Street Address         Municipality acity Census Patients Patients Patients MECKLENBURG COUNTY, NC A1     2.8     ENE The Beckett Home                              9507 Spurwig Ct             Charlotte       2     2       1        1        0 A1     5.2      NE The Crossings at Steele Creek                 13600 S Tryon St            Charlotte      90    85      44      36         5 Carolinas HealthCare System  Steele A1     5.5      NE                                               13640 Steelecroft Pkwy      Charlotte       0     0       0        0        0 Creek A2     7.6      NE Sara Smith Home                               12652 Tucker Crossing Ln    Charlotte       1     1       1       0         0 A2     8.8     NNE Winchester Home                               6825 Evanton Loch Rd        Charlotte       3     3       2       1         0 A2     9.1      NE Brite Horizon                                 12219 Windy Wood Ct         Charlotte       4     4       2        2        0 A2     9.1     NNE McEntyre Home                                 9925 Glenburn Ln            Charlotte       3     3       2       1         0 A2     9.2     NE  VOCA  Oakhaven Drive Group Home              12516 Oakhaven Dr           Charlotte       6     6       3       3         0 Mecklenburg Health & Rehabilitation A2     9.3      NE                                               2415 Sandy Porter Rd        Charlotte     100    95      49       40        6 Center A3     9.9       E Pineville Rehabilitation and Living Center    1010 Lakeview Dr            Pineville     116   110     57       46         7 A3    11.5     ENE Carolinas HealthCare System  Pineville       10628 Park Rd               Charlotte     235   222     116      93        13 Mecklenburg County Subtotal:   560   531     277      223       31 YORK COUNTY, SC B1     4.3       E Lodge at Wellmore                             111 Wellmore Dr             Tega Cay       60    57     30       24         3 B1     4.3       E Wellmore of Tega Cay                          111 Wellmore Dr             Tega Cay      150   142      73      60         9 B2     5.7       E Autumn Leaves of Fort Mill                    1061 Gold Hill Rd           Fort Mill      54    51      27      21         3 B2     5.9     ESE Fort Mill Dialysis                            1975 Carolina Pl Dr         Fort Mill     22     21      11       9         1 B2     6.5      SE Fresenius Medical Care Fort Mill              535 River Crossing Dr       Fort Mill      32    30     15       13         2 B2     8.3     ESE Adult Enrichment Centers of Fort Mill         105 Lestina Dr              Fort Mill      50    47      24      20         3 1785 Lexington C1     6.3      SE Carolina Gardens at Rock Hill                                             Rock Hill      90    85     44       36         5 Commons Dr C2     5.8     SSE Hospice & Community Care House                2275 India Hook Rd          Rock Hill      16    15       8       6         1 C2     6.2       S Brookdale Ebenezer Road                       1920 Ebenezer Rd            Rock Hill      52    49      25      21         3 C2     6.2       S White Oak of Rock Hill                        1915 Ebenezer Rd            Rock Hill     141   133      69      56         8 C2     6.4     SSE Brookdale Spring Arbor                        1800 India Hook Rd          Rock Hill      92    87      45      37         5 Healthsouth Rehabilitation Hospital of        1795 Dr Frank Gaston C2     6.5       S                                                                           Rock Hill      50    47     24       20         3 Rock Hill                                     Blvd C2     6.7       S Piedmont Medical Center                       222 S Herlong Ave           Rock Hill     288   273     142      115       16 C2     6.7       S Pruitthealth Rock Hill                        261 S Herlong Ave           Rock Hill     132   125      64      53         8 Marett Blvd Community Residential Care C2     6.7     SSE                                               1721 Marett Blvd Ext        Rock Hill       8     8       5       3         0 Facility Catawba Nuclear Station                                                              E7                                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                      Rev. 0

Ambul Wheel Bed Distance Dire                                                                                   Cap  Current atory    chair    ridden Zone (miles) ction                 Facility Name                  Street Address        Municipality  acity Census Patients Patients Patients C2     6.7       S Keystone Inpatient Services              199 S Herlong Ave          Rock Hill       14     13      7       5         1 Willow Brook Court at Park Pointe C2     6.8     SSW                                          2993 Van Valin Dr          Rock Hill       40     38     20      16         2 Village C2     6.8      SE Riverview Hospice and Palliative Care    1393 Celanese Rd           Rock Hill        3      3      2       1         0 154 Amendment Ave Ste C2     6.8       S Interim Healthcare of The Triad                                     Rock Hill        5      5      3       2         0 105 C2     6.8     SSW Oakbridge Terrace at Park Pointe Village 3025 Chesbrough Blvd       Rock Hill       20    19      10       8         1 C2     6.9       S Harborchase of Rock Hill                 1611 Constitution Blvd     Rock Hill      110    104     54      44         6 C2     7.0       S Fresenius Medical Care Rock Hill         1560 Health Care Dr        Rock Hill      23     22      12       9         1 Meadowlark Dr Community Residential C2     7.0       S                                          1183 Meadowlark Dr         Rock Hill        8      8      5        3        0 Care Facility C2     7.2     SSE Rock Hill Post Acute Care Center         159 Sedgewood Dr           Rock Hill       99    94      49      39         6 C2     7.2     SSE New Hope Carolinas                       101 Sedgewood Dr           Rock Hill      150    142     73      60         9 C2     7.2     SSE Westminster Towers Residential           1330 India Hook Rd         Rock Hill       35    33      17      14         2 Westminster Health and Rehabilitation C2     7.2     SSE                                          831 Mcdow Dr               Rock Hill       66     62     32       26        4 Center C2     7.5       S Morningside of Rock Hill                 1830 W Main St             Rock Hill      60     57      30      24         3 C2     7.5     SSE Magnolia ManorRock Hill                 127 Murrah Dr              Rock Hill      106    100     52      42         6 Bird Street II Community Residential C2     8.4     SSE                                          1711 Bird St               Rock Hill        8     8       5       3         0 Care Facility Bird Street I Community Residential Care C2     8.4     SSE                                          1705 Bird St               Rock Hill        8     8       5       3         0 Facility C2     8.4     SSE Adult Enrichment Centers of Rock Hill    359 Park Ave               Rock Hill      70     66      34      28         4 First Calvary Baptist Church Adult Day C2     9.3       S                                          228 Lucky Ln               Rock Hill       32     30     15      13         2 Care Flint Hill Community Adult Day Care C2     9.9       S                                          371 Lige St                Rock Hill      37     35      18      15         2 Center 1440 E Alexander Love D2     8.8    WSW  Fresenius Medical Care York                                         York           21     20       11      8         1 Hwy D2     9.4    WSW  Carolina Gardens at York                 1020 N Congress St         York           143    135     70      57         8 D2     9.7    WSW  Adult Enrichment Centers of York         3 S Pacific Ave            York            30     28     14      12         2 D2    10.7    WSW  White Oak Manor York                     111 S Congress St          York           109    103     54      43         6 F1     4.4      N  Lake Wylie Assisted Living Community     4877 Charlotte Hwy         Clover         110    104     54      44         6 York County Subtotal: 2,544  2,407   1,252   1,013      142 EPZ TOTAL:   3,104  2,938  1,529    1,236      173 Catawba Nuclear Station                                                          E8                                                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                 Rev. 0

Table E4. Major Employers2 within the EPZ Employees            Employee Distance    Dire                                                                                        Employees        Commuting       Vehicles Commuting Zone       (miles)    ction          Facility Name                    Street Address            Municipality       (max shift)         into EPZ            into EPZ GASTON COUNTY, NC Various Locations throughout the EPZ                                                415               379                  368 Gaston County Subtotal:           415               379                  368 MECKLENBURG COUNTY, NC Various Locations throughout the EPZ                                              39,409             36,016              34,968 Mecklenburg County Subtotal:           39,409             36,016              34,968 YORK COUNTY, SC Duke Energy  Catawba A0                                                         4800 Concord Rd                  York Nuclear Station                                                                           985               561                  545 B2         5.3       ESE   Victory Packaging Inc             1966 W Hwy 160                   Fort Mill               50                28                   27 B2         5.3        E    TNG                               1962 W Hwy 160                   Fort Mill               86                49                   48 B2         6.2        E    Shutterfly                        1000 Shutterfly Blvd             Fort Mill              459               262                  254 B2         6.2       ESE   OneMain Holding                   605 Munn Rd                      Fort Mill             400                228                  221 B2         6.2       ESE   CitiFinancial                     605 Munn Rd                      Fort Mill             400                228                  221 B2         6.2       ESE   Novant Health Inc                 601 Kingsley Park Dr             Fort Mill              210               120                  117 B2         6.2       ESE   AccessOne                         580 Kingsley Park Dr             Fort Mill               50                28                   27 B2         6.2       ESE   London Stock Exchange             580 Kingsley Park Dr             Fort Mill              120                68                   66 B2         6.2       ESE   Domtar RH                         100 Kingsley Park Dr             Fort Mill               56                32                   31 B2         6.2       ESE   Domtar FM                         100 Kingsley Park Dr             Fort Mill              550               314                  305 MacLean Power B2         6.3       ESE                                     481 Munn Rd, Suite 300           Fort Mill Headquarters                                                                               70                40                   39 B2         6.3        E    Sunbelt Rentals HQ                2341 Deerfield Dr                Fort Mill              303               173                  168 B2         6.4       ESE   Lash Group                        1800 Innovation Pt               Fort Mill             1430               815                  791 B2         6.4       ESE   LPL Financial                     1055 LPL Way                     Fort Mill             2000              1,140                1,107 Daimler Trucks North B2         6.5        E                                      2477 Deerfield Dr                Fort Mill America                                                                                   525               299                  290 B2         6.6        SE   Key Benefit Administrators        534 River Crossing Dr            Fort Mill              170                97                   94 Internet Services B2         6.6       ENE                                     1300 Altura Rd                   Fort Mill Corporation                                                                               110                63                   61 B2         6.8        E    AME Inc                           2467 Coltharp Rd                 Fort Mill             120                 68                   66 2
For Gaston and Mecklenburg Counties, the major employer locations identified by the Census Bureau are shown in Figure E-7. The locations are represented by circles which increase in size proportional to the number of non-EPZ Employees present in each Census Block. For York County, the major employer locations shown in Figure E-8, Figure E-9 and Figure E-10 were provided by the county.
Catawba Nuclear Station                                                                      E9                                                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                                                                 Rev. 0

Employees      Employee Distance Dire                                                                       Employees   Commuting Vehicles Commuting Zone    (miles) ction         Facility Name                Street Address      Municipality (max shift)  into EPZ       into EPZ B2       7.1    ENE  Samuel Strapping Systems       2000 Boyer Dr             Fort Mill        87          50             49 B2       7.3    ENE  Stanley Black & Decker         4041 Pleasant Rd          Fort Mill       367         209            203 B2       7.5    ENE  Legrand North America          355 Crestmont Blvd        Fort Mill       146          83             81 B2       7.5    ENE  SanminaSCI                    355 Crestmont Dr          Fort Mill       250         142            138 B2       7.5    ESE  Springs Global                 205 N White St            Fort Mill        80          46             45 B2       7.5    ENE  Broad River Furniture          2901 Lakemont Blvd        Fort Mill       177         101             98 B2       7.5    ENE  Britax Child Safety Inc        4140 Pleasant Rd          Fort Mill       307         175            170 B2       7.5    ESE  UC Synergetic LLC              123 N White St            Fort Mill        68          39             38 Ross Stores Inc  Distribution B2       7.7    ENE                                 1000 Retail Dr            Fort Mill Center                                                                  1608         917            890 B2       7.8    ENE  FedEx Ground                   3058 Lakemount Blvd       Fort Mill       100          57             55 B2       7.8     E   TBK Inc                        2621 Old Nation Rd        Fort Mill        75          43             42 B2       7.8    ENE  Mood Media                     3318 Lakemont Blvd        Fort Mill       250         142            138 B2       7.9    ENE  ESP Associates PA              3475 Lakemont Blvd        Fort Mill       116          66             64 B2       8.0    ENE  Carowinds                      3900 Ave of the Carolinas Fort Mill       112          64             62 B2       8.2     SE  US Foods Inc                   125 Fort Mill Pkwy        Fort Mill       748         426            414 B2       8.4    ENE  Wells Fargo Home Mortgage      3480 Stateview Blvd       Fort Mill      1691         964            936 B2       8.5    ENE  Schaeffler Group USA Inc       308 Springhill Farm Rd    Fort Mill      1230         701            681 Northern Tool and B2       8.5     SE                                 1850 Banks Rd             Fort Mill Equipment Inc                                                            300         171            166 B2       8.6     E   P Kaufmann Inc                 440 York Southern Rd      Fort Mill       115          66             64 Nation Ford Chemical B2       8.7     SE                                 2300 Banks St             Fort Mill Company                                                                  100          57             55 Wikoff Color Corporation of B2       9.2     E                                  1886 Merrit Rd            Fort Mill SC                                                                       150          85             83 C1       4.6    SSE  Qure Medical                   663 Bryant Blvd           Rock Hill       152          87             84 C1       4.6    SSE  CL & D Graphics                680 Bryant Blvd           Rock Hill        50          28             27 C1       4.7      S  Possehl Connector Services     445 Bryant Blvd           Rock Hill        60          34             33 C1       4.8      S  PulcraChemicals               474 Bryant Blvd           Rock Hill        53          30             29 C1       5.0      S  Engine Power Source Inc        348 Bryant Blvd           Rock Hill        81          46             45 C2       6.6      S  Piedmont Medical Center        222 S Herlong Av          Rock Hill      1628         928            901 C2       6.8     SE  CDI Curb Adapters              3065 Southcross Blvd      Rock Hill        60          34             33 C2       6.8    SSE  Caraustar                      1379 McDow Dr             Rock Hill        66          38             37 C2       6.9     SE  Winbro Group Technologies      3049 Southcross Blvd      Rock Hill        51          29             28 C2       7.2     SE  PBI Products Inc               2972 Cherry Rd            Rock Hill        64          36             35 Catawba Nuclear Station                                                         E10                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                          Rev. 0

Employees      Employee Distance Dire                                                                  Employees   Commuting Vehicles Commuting Zone    (miles) ction         Facility Name           Street Address      Municipality (max shift)  into EPZ       into EPZ C2       7.6    SSE  Sherer Dental Lab         1145 Camden Av            Rock Hill       115          66             64 C2       8.1    SSE  Oldcastle Glass           1900 Midland Rd           Rock Hill       120          68             66 C2       8.2    SSE  Terex/Genie               590 Huey Rd               Rock Hill       146          83             81 C2       8.4    SSE  BedGear by Guard Master   1953 Langston St          Rock Hill        89          51             50 C2       8.4     SE  McKesson Medical          885 Paragon Way           Rock Hill       140          80             78 C2       8.4    SSE  CABTEQ SOLUTIONS LLC      150 Mt Gallant Rd         Rock Hill        74          42             41 C2       8.5     SE  DHL Supply                996 Paragon Way           Rock Hill       190         108            105 C2       8.5    SSE  Chemical and Solvents Inc 120 E Mt Gallant Rd       Rock Hill        50          28             27 C2       8.7    SSE  Carolina Energy Solutions 244 E Mt Gallant Rd       Rock Hill       200         114            111 C2       8.7     SE  Beacon Medaes LLC         1059 Paragon Way          Rock Hill       135          77             75 C2       8.8    SSE  Williams and Fudge Inc    300 Chatham Av, Suite 200 Rock Hill       370         211            205 C2       8.8    SSE  Springs Creative          300 Chatham Av            Rock Hill       130          74             72 C2       8.8     SE  Alliance Plastics LLC     2805 Commerce Dr          Rock Hill        75          43             42 C2       9.2    SSE  Composite Resources Inc   485 Lakeshore Pkwy        Rock Hill       100          57             55 C2       9.2    SSE  United Refrigeration      456 Lakeshore Pkwy        Rock Hill        65          37             36 C2       9.3    SSE  Comporium                 330 E Black St            Rock Hill       867         494            480 C2       9.4    SSE  Hartmann USA Inc          481 Lakeshore Pkwy        Rock Hill       140          80             78 C2       9.6     SE  Carolina Ingredients      1595 Cedar Line Dr        Rock Hill        56          32             31 C2       9.7     SE  ATS Carolina              1510 Cedar Line Dr        Rock Hill        71          40             39 C2       9.7     SE  3D Systems                333 Three D Systems Cir   Rock Hill       201         115            112 C2       9.8     SE  Ebara International Inc   1651 Cedar Line Dr        Rock Hill        50          28             27 C2       9.8     SE  SEM Products              1685 Overview Dr          Rock Hill        79          45             44 Chicago Pneumatic Tool C2       9.9     SE                            1815 Clubhouse Rd         Rock Hill Company                                                              71          40             39 C2       9.9     SE  Atlas Copco               1800 Overview Dr          Rock Hill       110          63             61 C2      10.0     SE  Atotech USA Inc           1750 Overview Dr          Rock Hill       160          91             88 C2      10.1    SSE  Coroplast                 1230 Galleria Blvd        Rock Hill        77          44             43 Paddock Pool Equipment C2      10.7    SSE                            555 Paddock Pkwy          Rock Hill Company Inc                                                          55          31             30 D1       3.3   WSW   CM Steel Inc              6357 Campbell Rd          York            114          65             63 D2       7.3   WSW   Ambassador Packaging Inc  2268 Old York Rd          York             64          36             35 D2       8.9    SW   Elkem Silicones           7979 Park Place Rd        York            119          68             66 D2       8.9    SW   MacLean Power York        7801 Park Place Rd        York            201         115            112 D2       9.5   WSW   Vision Metering           7 Ross Cannon St          York            135          77             75 D2       9.9   WSW   Fomas Inc                 500 Wallace Way           York            108          62             60 Catawba Nuclear Station                                                   E11                                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                     Rev. 0

Employees      Employee Distance Dire                                                                         Employees   Commuting Vehicles Commuting Zone    (miles) ction          Facility Name            Street Address          Municipality  (max shift)  into EPZ       into EPZ D2      10.5     W   Filtration Group            1200 Filbert Hwy              York             243         139            135 D2      10.9   WSW   Lava Textiles               601 Railroad Av               York              61          35             34 D2      11.1   WSW   Meritor                     801 Railroad Av               York             207         118            115 E2       9.8   WNW   Springfield Manufacturing   901 Ultra Dr                  Clover            55          31             30 E2       9.8   WNW   Huffman LLC                 1050 Huffman Way              Clover            50          28             27 E2      10.3   WNW   Cap Yarns                   401 Guinn St                  Clover           175         100             97 F1       5.6   NNW   PharrYarnsClover Division 6199 Hwy 557                  Clover           172          98             95 York County Subtotal:   24,076      13,721         13,326 EPZ TOTAL:    63,900      50,116         48,662 Catawba Nuclear Station                                                     E12                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                            Rev. 0

Table E5. Recreational Areas within the EPZ Distance   Dire Zone    (miles)   ction                Facility Name                          Street Address          Municipality  Transients    Vehicles GASTON COUNTY, NC F3       7.8     NNE   Harbortowne Marina & Ship Store               220 Commodore Ct                Belmont            29          11 F3       8.0       N   Daniel Stowe Botanical Garden                 6500 South New Hope Rd          Belmont           697         270 Gaston County Subtotal:     726         281 MECKLENBURG COUNTY, NC A1       2.3      ENE  Palisades Country Club                        13704 Grand Palisades Pkwy      Charlotte         388         194 A1       4.6       NE  McDowell Nature Preserve                      15222 York Rd                   Charlotte         300         150 A1       4.7     NNE   Copperhead Island Boat Launch                 15200 Soldier Rd                Charlotte          78          39 A2       6.7       NE  Thomas Mc Allister Winget Park                12025 Winget Rd                 Charlotte         400          95 A2       7.6      ENE  Camp Wilderness Resort                        14523 Carowinds Blvd            Charlotte         550         215 A3      10.8        E  President James K. Polk State Historic Site 12031 Lancaster Hwy               Pineville          75          20 Mecklenburg County Subtotal:    1,791        713 YORK COUNTY, SC B1       2.3      ESE  Tega Cay Marina                               1 Marina Dr                     Fort Mill         116          58 B1       2.9      ESE  Tega Cay Golf Club                            1 Molokai Dr                    Fort Mill         125         108 B1       3.6        E  Eastshore Commerce Park                       2094 Gold Hill Rd               Fort Mill          12          12 B2       5.9        E  Charlotte/Fort Mill KOA                       940 Gold Hill Rd                Fort Mill         292         146 B2       6.4       E   Charlotte Knights Baseball                    2280 Deerfield Dr               Fort Mill        2,580       1,000 B2       8.0      ENE  Carowinds                                     14523 Carowinds Blvd            Charlotte       10,000       3,876 B2       8.3      ESE  Fort Mill Golf Club                           101 Country Club Dr             Fort Mill         150         110 B2       8.9      ESE  Springs Leroy Recreation Complex              971 Tom Hall St                 Fort Mill        1,000        500 B2       9.0       E   Lakeside Lodges & Campground                  8332 Regent Pkwy                Fort Mill         275          80 B2       9.0       E   Springfield Golf Club                         639 Hambly House Ln             Fort Mill         155         126 C1       2.5      SSE  Lake Club Marina                              4500 Harbor Inn Rd              Rock Hill          76         30 C1       2.7      SSE  York County Government: Ebenezer Park 4490 Boatshore Rd                       Rock Hill         568         220 C1       2.8        S  Museum of York County                         4621 Mount Gallant Rd           Rock Hill          50          30 C2       7.0      SSE  Hargett Park                                  1240 Deas St                    Rock Hill         387         150 C2       7.5      SSE  Cherry Park                                   1466 Cherry Rd                  Rock Hill        1,290        500 C2       8.6      SSE  Glencairn Garden                              725 Crest St                    Rock Hill         129          50 C2       8.8      SSE  Manchester Meadows Park                       337 E Mount Gallant Rd          Rock Hill        2,000        620 C2       9.8       SE  Waterford Golf Club LLC                       1900 Clubhouse Dr               Rock Hill         200         150 C2      11.3      SSE  Pecan Grove Commons                           2269 Lesslie Hwy                Rock Hill          80          40 Catawba Nuclear Station                                                    E13                                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                          Rev. 0

Distance   Dire Zone    (miles)   ction               Facility Name           Street Address         Municipality  Transients   Vehicles C2      11.4       S   Rock Hill Country Club        600 Country Club Dr            Rock Hill         15         15 F1       3.6     NNE   Pier 88 Yacht Club            54 Marina Rd                   Clover           135          52 F1       4.2     NNE   Camp Thunderbird              1 Thunderbird Ln               Lake Wylie       650         150 F1       4.3     NNE   Lake Wylie Marina             310 Blucher Cr.                Lake Wylie       200         145 York County Subtotal:   20,485      8,168 EPZ TOTAL:     23,002      9,162 Catawba Nuclear Station                                    E14                                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

Table E6. Lodging Facilities within the EPZ Distance   Dire Zone     (miles)   ction                Facility Name                             Street Address          Municipality  Transients  Vehicles MECKLENBURG COUNTY, NC A2       9.9       NE  Hilton Garden Inn Charlotte/Ayrsley            1920 Ayrsley Town Blvd            Charlotte        480        116 A3       9.3      ENE  Super 8 Charlotte/Amusement Park Area          11300 Texland Blvd                Charlotte        134         67 A3      10.7        E  Quality Suites At Carolina Place Mall          9840 PinevilleMatthews Rd        Pineville        150         85 A3      10.8       E   Hampton Inn Pineville                          401 Towne Centre Blvd             Pineville        250         92 A3      10.8        E  Hilton Garden Inn Charlotte Pineville          425 Towne Centre Blvd             Pineville        400        150 A3      11.2      ENE  Four Points by Sheraton Charlotte              9705 Leitner Dr                   Pineville        396         90 A3      11.5      ENE  Extended Stay America Charlotte  Pineville 10930 Park Rd                        Charlotte        250        105 Mecklenburg County Subtotal:   2,060       705 YORK COUNTY, SC B2       8.0      ENE  Sleep Inn at Carowinds                         3540 Lakemont Blvd                Fort Mill        160         85 B2       8.0      ENE  Motel 6 Charlotte Carowinds                    3541 Foothills Way                Fort Mill        150         70 B2       8.0      ENE  Holiday Inn Express Charlotte  Carowinds      3560 Lakemont Blvd                Fort Mill        100         80 B2       8.1      ENE  The Plaza Hotel Carowinds                      3695 Foothills Way                Fort Mill        400        150 B2       8.1      ENE  Best Western Carowinds                         229 Carowinds Blvd                Fort Mill        104         50 B2       8.2      ENE  Comfort Inn At Carowinds                       3725 Ave of the Carolinas         Fort Mill        306        150 C1       6.8       SE  Courtyard Rock Hill                            1300 River Run Ct                 Rock Hill        250         80 C2       7.0       SE  Microtel Inn and Suites Charlotte/Rock Hill 1047 Riverview Rd                    Rock Hill        300         95 C2       7.2       SE  Econo Lodge                                    962 Riverview Rd                  Rock Hill        100         40 C2       7.2       SE  Country Inn & Suites Rock Hill                 865 Patriot Pkwy                  Rock Hill        200         50 C2       7.3       SE  Baymont Inn & Suites Rock Hill                 1106 Anderson Rd N                Rock Hill         75         50 C2       7.3       SE  Americas Best Value Inn                        952 Riverview Rd                  Rock Hill         76         40 C2       7.3       SE  Howard Johnson Inn Rock Hill                   911 Riverview Rd                  Rock Hill        216         60 C2       7.4       SE  Super 8 Rock Hill                              888 Riverview Rd                  Rock Hill        125         65 C2       7.4       SE  Days Inn Rock Hill                             875 Riverview Rd                  Rock Hill        396        112 C2       7.4       SE  Economy Inn Express Rock Hill                  840 Riverview Rd                  Rock Hill         55         42 C2       7.4       SE  Best Way Inn Rock Hill SC                      825 Riverview Rd                  Rock Hill         90         50 C2       8.8      SSE  Hillside Inn                                   126 Anderson Rd S                 Rock Hill         32         26 C2       9.2       SE  Hilton Garden Inn Rock Hill                    650 Tinsley Way                   Rock Hill        350        150 C2       9.3       SE  Hampton Inn Rock Hill                          2111 Tabor Dr                     Rock Hill        500        164 Catawba Nuclear Station                                                    E15                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                           Rev. 0

Distance   Dire Zone     (miles)   ction               Facility Name             Street Address         Municipality  Transients  Vehicles C2       9.7      SE   Wingate by Wyndham Rock Hill    760 Galleria Blvd              Rock Hill        270        125 D2       8.7     WSW   Deluxe Inn Hotel                1568 E Alexander Love Hwy      York             200         55 York County Subtotal:   4,455      1,789 EPZ TOTAL:     6,515      2,494 Catawba Nuclear Station                                     E16                                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Table E7. Correctional Facilities within the EPZ Distance Dire Zone      (miles) ction         Facility Name                   Street Address          Municipality   Current Census YORK COUNTY, SC D2        8.8   WSW   York County Detention Center 1675 South Carolina 5             York                 394 D2        8.9   WSW   York County Prison               778 Justice Blvd              York                  86 York County Subtotal:      480 EPZ TOTAL:        480 Catawba Nuclear Station                                             E17                                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                      Rev. 0

Figure E1. Overview of Schools within the EPZ Catawba Nuclear Station                      E18                       KLD Engineering, P.C.
Evacuation Time Estimate                                                              Rev. 0

Figure E2. Schools within Zones B1, B2, C1 and C2 Catawba Nuclear Station                         E19                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

Figure E3. Overview of Daycares within the EPZ Catawba Nuclear Station                       E20                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure E4. Daycares within Zones B1, B2, C1 and C2 Catawba Nuclear Station                         E21                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Figure E5. Medical Facilities within the EPZ Catawba Nuclear Station                     E22                       KLD Engineering, P.C.
Evacuation Time Estimate                                                             Rev. 0

Figure E6. Medical Facilities within Zone C2 Catawba Nuclear Station                      E23                      KLD Engineering, P.C.
Evacuation Time Estimate                                                             Rev. 0

Figure E7. Major Employer Locations within the Portions of Gaston and Mecklenburg Counties in the EPZ Catawba Nuclear Station                                                  E24                                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                     Rev. 0

Figure E8. Overview of Major Employer Locations within the Portion of York County in the EPZ Catawba Nuclear Station                                             E25                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

Figure E9. Major Employer Locations within Zone B2 Catawba Nuclear Station                         E26                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Figure E10. Major Employer Locations within Zones C1 and C2 Catawba Nuclear Station                              E27                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

Figure E11. Recreational Areas within the EPZ Catawba Nuclear Station                       E28                      KLD Engineering, P.C.
Evacuation Time Estimate                                                              Rev. 0

Figure E12. Overview of Lodging Facilities within the EPZ Catawba Nuclear Station                            E29                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Figure E13. Lodging Facilities within Zones A2, A3 and B2 Catawba Nuclear Station                              E30                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Figure E14. Lodging Facilities within Zones C1 and C2 Catawba Nuclear Station                           E31                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Figure E15. Correctional Facilities within the EPZ Catawba Nuclear Station                         E32                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

APPENDIX F Telephone Survey

F. TELEPHONE SURVEY F.1    Introduction The development of evacuation time estimates for the Catawba EPZ requires the identification of travel patterns, car ownership and household size of the population within the EPZ.
Demographic information can be obtained from Census data. The use of this data has several limitations when applied to emergency planning. First, the Census data do not encompass the range of information needed to identify the time required for preliminary activities (mobilization) that must be undertaken prior to evacuating the area. Secondly, Census data do not contain attitudinal responses needed from the population of the EPZ and consequently may not accurately represent the anticipated behavioral characteristics of the evacuating populace.
These concerns are addressed by conducting a telephone survey of a representative sample of the EPZ population. The survey is designed to elicit information from the public concerning family demographics and estimates of response times to well defined events. The design of the survey includes a limited number of questions of the form What would you do if ? and other questions regarding activities with which the respondent is familiar (How long does it take you to ?)
F.2    Survey Instrument and Sampling Plan The telephone survey discussed herein was performed in 2012 in support of the Catawba Nuclear Station Development of Evacuation Time Estimates study documented in Technical Report (TR) - 510, Rev. 1, dated December 2012. The EPZ population has increased by approximately 20.14% (an increase of 47,607 people) between the 2010 Census (base population for the 2012 study) and 2018 (base population for this study).
Although the population has increased, the population demographics have not significantly changed. According to the U.S. Census Bureaus American Community Survey (ACS)1, conducted in 2016, the median household income in York County was $52,571 in 2012 and $56,482 in 2016 - a difference of approximately 7%. In Mecklenburg County, the median household income was $55,961 in 2012 and $59,268 in 2016 - a difference of about 5.5%. The average household size for York County was 2.59 in 2012 and 2.62 in 2016 - a difference of approximately 1.1%. In Mecklenburg County, the average household size was 2.52 in 2012 and 2.58 in 2016 - a difference of about 2.3%. In Gaston County, the average household size was 2.57 in 2012 and 2.61 in 2016 - a difference of about 1.5%. Given the insignificant changes in demographics, the behavioral responses to the survey questions are not likely to change significantly. Thus, the use of the 2012 survey results is justified.
Attachment A presents the final survey instrument used for the 2012 study. A draft of the instrument was submitted to stakeholders for comment. Comments were received, and the survey instrument was modified accordingly, prior to conducting the survey.
1 https://factfinder.census.gov/faces/nav/jsf/pages/index.xhtml Catawba Nuclear Station                         F1                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Following the completion of the instrument, a sampling plan was developed. A sample size of approximately 500 completed survey forms yields results with a sampling error of +/-4.5% at the 95% confidence level. The sample must be drawn from the EPZ population. Due to the close proximity of the Catawba Nuclear Station and McGuire Nuclear Station and the similar demographics in the areas surrounding the plants, a combined telephone survey was done for both sites. A list of zip codes in each EPZ was developed using GIS software. This list is shown in Table F1 Along with each zip code, an estimate of the population and number of households in each area was determined by overlaying Census data and the EPZ boundary, again using GIS software. The proportional number of desired completed survey interviews for each area was identified, as shown in Table F1. Note that the average household size computed in Table F1 was an estimate for sampling purposes and was not used in the ETE study.
The completed survey adhered to the sampling plan.
F.3   Survey Results The results of the survey fall into two categories. First, the household demographics of the area can be identified. Demographic information includes such factors as household size, automobile ownership, and automobile availability. The distributions of the time to perform certain preevacuation activities are the second category of survey results. These data are processed to develop the trip generation distributions used in the evacuation modeling effort, as discussed in Section 5.
A review of the survey instrument reveals that several questions have a dont know (DK) or refused entry for a response. It is accepted practice in conducting surveys of this type to accept the answers of a respondent who offers a DK response for a few questions or who refuses to answer a few questions. To address the issue of occasional DK/refused responses from a large sample, the practice is to assume that the distribution of these responses is the same as the underlying distribution of the positive responses. In effect, the DK/refused responses are ignored, and the distributions are based upon the positive data that is acquired.
F.3.1    Household Demographic Results Household Size Figure F1 presents the distribution of household size within the EPZ. The average household contains 2.58 people. The estimated household size (2.60 persons) used to determine the survey sample (Table F1) was drawn from Census data. The close agreement between the average household size obtained from the survey and from the Census is an indication of the reliability of the survey.
Catawba Nuclear Station                          F2                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Automobile Ownership The average number of automobiles available per household in the EPZ is 2.10. It should be noted that approximately 1.6 percent of households do not have access to an automobile. The distribution of automobile ownership is presented in Figure F2, Figure F3 and Figure F4 present the automobile availability by household size. As expected, nearly all households of 2 or more people have access to at least one vehicle.
Ridesharing The overwhelming proportion (86%) of the households surveyed (who do not own a vehicle) responded that they would share a ride with a neighbor, relative, or friend if a car was not available to them when advised to evacuate in the event of an emergency. Note, however, that only those households with no access to a vehicle - 14 total out of the sample size of 500 -
answered this question. Thus, the results are not statistically significant. As such, the NRC recommendation of 50% ridesharing is used throughout this study. Figure F5 presents this response.
Commuters Figure F6 presents the distribution of the number of commuters in each household.
Commuters are defined as household members who travel to work or college on a daily basis.
The data shows an average of 0.96 commuters in each household in the EPZ, and 56% of households have at least one commuter.
Commuter Travel Modes Figure F7 presents the mode of travel that commuters use on a daily basis. The vast majority of commuters use their private automobiles to travel to work. The data shows an average of 1.03 employees per vehicle, assuming 2 people per vehicle - on average - for carpools.
F.3.2   Evacuation Response Several questions were asked to gauge the populations response to an emergency. These are now discussed:
How many of the vehicles would your household use during an evacuation? The response is shown in Figure F8. On average, evacuating households would use 1.28 vehicles.
Would your family await the return of other family members prior to evacuating the area?
Of the survey participants who responded, 53 percent said they would await the return of other family members before evacuating and 47 percent indicated that they would not await the return of other family members.
If you had a household pet, would you take your pet with you if you were asked to evacuate the area? Based on the responses to the survey, 74 percent of households have a family pet.
Of the households with pets, 89 percent of them indicated that they would take their pets with them, as shown in Figure F9.
Catawba Nuclear Station                       F3                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                   Rev. 0

Emergency officials advise you to take shelter at home in an emergency. Would you? This question is designed to elicit information regarding compliance with instructions to shelter in place. The results indicate that 87.5 percent of households who are advised to shelter in place would do so; the remaining 12.5 percent would choose to evacuate the area. Note the baseline ETE study assumes 20 percent of households will not comply with the shelter advisory, as per Section 2.5.2 of NUREG/CR7002. Thus, the data obtained above is significantly less than the federal guidance recommendation. As indicated in Appendix M (Table M2), a sensitivity study was conducted to estimate the impact of shadow evacuation (noncompliance of shelter advisory) on ETE. The results indicate that the ETE is minimally impacted by a reduction of shadow evacuation (5 minutes at the 100th percentile and no change at the 90th percentile).
The 100th percentile ETE increases by 35 minutes when the percent of shadow evacuees triples.
Emergency officials advise you to take shelter at home now in an emergency and possibly evacuate later while people in other areas are advised to evacuate now. Would you? This question is designed to elicit information specifically related to the possibility of a staged evacuation. That is, asking a population to shelter in place now and then to evacuate after a specified period of time. Results indicate that 68 percent of households would follow instructions and delay the start of evacuation until so advised, while the balance of 32 percent would choose to begin evacuating immediately.
F.3.3    Time Distribution Results The survey asked several questions about the amount of time it takes to perform certain pre evacuation activities. These activities involve actions taken by residents during the course of their daytoday lives. Thus, the answers fall within the realm of the responders experience.
The mobilization distributions provided below are the result of having applied the analysis described in Section 5.4.1 on the component activities of the mobilization.
How long does it take the commuter to complete preparation for leaving work? Figure F10 presents the cumulative distribution; in all cases, the activity is completed by about 90 minutes.
Ninety percent can leave within 35 minutes.
How long would it take the commuter to travel home? Figure F11 presents the work to home travel time for the EPZ. About 80 percent of commuters can arrive home within about 30 minutes of leaving work; all within 90 minutes.
How long would it take the family to pack clothing, secure the house, and load the car?
Figure F12 presents the time required to prepare for leaving on an evacuation trip. In many ways this activity mimics a familys preparation for a short holiday or weekend away from home. Hence, the responses represent the experience of the responder in performing similar activities.
Catawba Nuclear Station                          F4                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

The distribution shown in Figure F12 has a long tail. About 90 percent of households can be ready to leave home within 90 minutes; the remaining households require an additional 105 minutes.
F.4   Conclusions The telephone survey provides valuable, relevant data associated with the EPZ population, which have been used to quantify demographics specific to the EPZ, and mobilization time which can influence evacuation time estimates.
Catawba Nuclear Station                        F5                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

Table F1. Combined Catawba & McGuire Telephone Survey Sampling Plan 2010 Households ZIP           EPZ POP IN ZIP FOR 2010             in EPZ            Required Sample Catawba Nuclear Station (CNS) 28012                    2,935                      1,120                      3 28056                    2,579                       954                       3 28134                    2,270                       978                       3 28210                    2,332                      1,189                      3 28217                     861                        445                       1 28226                      41                         38                       0 28273                   29,024                     11,502                     34 28278                   18,329                      6,662                     20 29707                      49                         19                       0 29708                   25,017                      9,175                     27 29710                   22,858                      8,907                     26 29715                   21,946                      8,347                     25 29730                   36,486                     13,818                     41 29732                   53,156                     21,225                     62 29745                   22,058                      7,994                     23 CNS Total                239,941                    92,373                     271 McGuire Nuclear Station (MNS) 28006                     731                        291                       1 28031                   24,411                     10,464                     31 28036                   11,602                      3,885                     11 28037                   17,273                      6,837                     20 28078                   49,938                     18,734                     56 28080                    3,516                      1,284                      4 28115                    3,146                      1,213                      4 28117                   12,364                      4,445                     13 28120                    9,700                      3,709                     11 28164                   11,958                      4,558                     13 28214                   19,084                      6,933                     20 28216                   28,921                     10,923                     32 28269                   12,447                      4,255                     12 28673                     891                        407                       1 28682                      51                         27                       0 MNS Total                 206,033                    77,965                     229 Survey Total               445,974                    170,338                    500 Catawba Avg HH Size:                                    2.60 McGuire Avg HH Size:                                    2.64 Catawba Nuclear Station                           F6                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                           Rev. 0

Household Size 60%
50%
Percent of Households 40%
30%
20%
10%
0%
1          2         3               4          5       6       7 People Figure F1. Household Size in the EPZ Vehicle Availability 60%
50%
Percent of Households 40%
30%
20%
10%
0%
0    1         2         3           4      5       6       7    8 Vehicles Figure F2. Household Vehicle Availability Catawba Nuclear Station                                                  F7                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                  Rev. 0

Distribution of Vehicles by HH Size 15 Person Households 1 Person     2 People      3 People            4 People   5 People 100%
Percent of Households 80%
60%
40%
20%
0%
0           1              2              3          4          5 Vehicles Figure F3. Vehicle Availability  1 to 5 Person Households Distribution of Vehicles by HH Size 6 and 7 Person Households 6 People        7 People 100%
Percent of Households 80%
60%
40%
20%
0%
0           1              2              3          4          5 Vehicles Figure F4. Vehicle Availability  6 to 9+ Person Households Catawba Nuclear Station                                                     F8                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                               Rev. 0

Rideshare with Neighbor/Friend 100%
80%
Percent of Households 60%
40%
20%
0%
Yes                                 No Figure F5. Household Ridesharing Preference Commuters Per Household 50%
Percent of Households 40%
30%
20%
10%
0%
0                 1           2             3        4+
Commuters Figure F6. Commuters in Households in the EPZ Catawba Nuclear Station                                                 F9                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                            Rev. 0

Travel Mode to Work 100%
80%
Percent of Commuters 60%
40%
20%
0%
Rail           Bus        Walk/Bike      Drive Alone   Carpool (2+)
Mode of Travel Figure F7. Modes of Travel in the EPZ Evacuating Vehicles Per Household 100%
80%
Percent of Households 60%
40%
20%
0%
0              1              2                3           4 Vehicles Figure F8. Number of Vehicles Used for Evacuation Catawba Nuclear Station                                                   F10                                     KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

Households Evacuating with Pets 100%
Percent of Households 80%
60%
40%
20%
0%
Yes                                   No Figure F9. Households Evacuating with Pets Time to Prepare to Leave Work 100%
Percent of Commuters 80%
60%
40%
20%
0%
0         15          30       45        60            75   90 Preparation Time (min)
Figure F10. Time Required to Prepare to Leave Work Catawba Nuclear Station                                                       F11                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

Work to Home Travel 100%
Percent of Commuters 80%
60%
40%
20%
0%
0         15        30           45         60         75         90 Travel Time (min)
Figure F11. Time to Travel Home from Work Preparation Time with Everyone Home 100%
Percent of Households 80%
60%
40%
20%
0%
0        30       60        90        120        150        180    210 Preparation Time (min)
Figure F12. Time to Prepare Home for Evacuation Catawba Nuclear Station                                                  F12                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                      Rev. 0

ATTACHMENT A Telephone Survey Instrument Catawba Nuclear Station              F13            KLD Engineering, P.C.
Evacuation Time Estimate                                           Rev. 0

Telephone Survey Instrument Hello, my name is ___________ and Im working for First Market                      COL. 1   Unused Research on a survey for local county emergency management                          COL. 2   Unused agencies to identify local behavior during emergency situations.                    COL. 3   Unused This information will be used for emergency planning and will be                    COL. 4   Unused shared with local officials to enhance emergency response plans in your area for all hazards; emergency planning for some hazards                      COL. 5   Unused may require evacuation. Your responses will greatly contribute to                     Sex    COL. 8 local emergency preparedness. I will not ask for your name and the                           1 Male survey shall take no more than 10 minutes to complete.                                       2 Female INTERVIEWER: ASK TO SPEAK TO THE HEAD OF HOUSEHOLD OR THE SPOUSE OF THE HEAD OF HOUSEHOLD.
(Terminate call if not a residence.)
DO NOT ASK:
1A. Record area code. To Be Determined                  COL. 911 1B. Record exchange number. To Be Determined            COL. 1214
: 2.      What is your home zip code?                         COL. 1519 3A. In total, how many running cars, or other running   COL. 20                      SKIP TO vehicles are usually available to the household?    1  ONE                       Q. 4 (DO NOT READ ANSWERS)                               2  TWO                       Q. 4 3  THREE                     Q. 4 4  FOUR                      Q. 4 5  FIVE                      Q. 4 6  SIX                       Q. 4 7  SEVEN                     Q. 4 8  EIGHT                     Q. 4 9  NINE OR MORE              Q. 4 0  ZERO (NONE)               Q. 3B X DONT KNOW/REFUSED         Q. 3B 3B. In an emergency, could you get a ride out of the    COL. 21 area with a neighbor or friend?                     1  YES 2  NO X DONT KNOW/REFUSED
: 4. How many people usually live in this household?     COL. 22           COL. 23 (DO NOT READ ANSWERS)                               1  ONE            0  TEN 2  TWO            1  ELEVEN 3  THREE          2  TWELVE 4  FOUR           3  THIRTEEN 5  FIVE           4  FOURTEEN 6  SIX            5  FIFTEEN Catawba Nuclear Station                                  F14                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                              Rev. 0

7   SEVEN                6   SIXTEEN 8   EIGHT                7   SEVENTEEN 9   NINE                 8   EIGHTEEN 9   NINETEEN OR MORE X DONT KNOW/REFUSED
: 5. How many adults in the household commute to a          COL. 24                             SKIP TO job, or to college on a daily basis?                   0   ZERO                            Q. 9 1   ONE                             Q. 6 2   TWO                             Q. 6 3   THREE                           Q. 6 4   FOUR OR MORE                    Q. 6 5   DONT KNOW/REFUSED              Q. 9 INTERVIEWER:       For each person identified in Question 5, ask Questions 6, 7, and 8.
: 6. Thinking about commuter #1, how does that person usually travel to work or college? (REPEAT QUESTION FOR EACH COMMUTER)
Commuter #1         Commuter #2          Commuter #3         Commuter #4 COL. 25             COL. 26              COL. 27             COL. 28 Rail                                    1                    1                    1                   1 Bus                                     2                    2                    2                   2 Walk/Bicycle                            3                    3                    3                   3 Drive Alone                             4                    4                    4                   4 Carpool2 or more people                5                    5                    5                   5 Dont know/Refused                      6                    6                    6                   6
: 7. How much time on average, would it take Commuter #1 to travel home from work or college? (REPEAT QUESTION FOR EACH COMMUTER) (DO NOT READ ANSWERS)
COMMUTER #1                                                 COMMUTER #2 COL. 29                        COL. 30                         COL. 31                     COL. 32 1   5 MINUTES OR LESS          1     4650 MINUTES             1    5 MINUTES OR LESS      1    4650 MINUTES 2   610 MINUTES               2     5155 MINUTES             2    610 MINUTES           2    5155 MINUTES 3   1115 MINUTES              3     56 - 1 HOUR               3    1115 MINUTES          3    56 - 1 HOUR OVER 1 HOUR, BUT                                           OVER 1 HOUR, BUT 4   1620 MINUTES              4     LESS THAN 1 HOUR 15       4    1620 MINUTES          4    LESS THAN 1 HOUR MINUTES                                                    15 MINUTES BETWEEN 1 HOUR 16                                          BETWEEN 1 HOUR 16 5   2125 MINUTES              5     MINUTES AND 1 HOUR        5    2125 MINUTES          5    MINUTES AND 1 30 MINUTES                                                 HOUR 30 MINUTES BETWEEN 1 HOUR 31                                          BETWEEN 1 HOUR 31 6   2630 MINUTES              6     MINUTES AND 1 HOUR        6    2630 MINUTES          6    MINUTES AND 1 45 MINUTES                                                 HOUR 45 MINUTES Catawba Nuclear Station                                  F15                                    KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

BETWEEN 1 HOUR 46                                  BETWEEN 1 HOUR 46 7   3135 MINUTES               7    MINUTES AND 2          7   3135 MINUTES      7    MINUTES AND 2 HOURS                                              HOURS OVER 2 HOURS                                       OVER 2 HOURS 8   3640 MINUTES               8                           8   3640 MINUTES      8 (SPECIFY ______)                                   (SPECIFY ______)
9   4145 MINUTES               9                           9   4145 MINUTES      9 0                                                  0 DONT KNOW                                         DONT KNOW X                                                  X
                                     /REFUSED                                           /REFUSED COMMUTER #3                                          COMMUTER #4 COL. 33                         COL. 34                     COL. 35                COL. 36 1   5 MINUTES OR LESS           1    4650 MINUTES          1   5 MINUTES OR LESS  1    4650 MINUTES 2   610 MINUTES                2    5155 MINUTES          2   610 MINUTES       2    5155 MINUTES 3   1115 MINUTES               3    56 - 1 HOUR            3   1115 MINUTES      3    56 - 1 HOUR OVER 1 HOUR, BUT                                   OVER 1 HOUR, BUT 4   1620 MINUTES               4    LESS THAN 1 HOUR 15    4   1620 MINUTES      4    LESS THAN 1 HOUR MINUTES                                            15 MINUTES BETWEEN 1 HOUR 16                                  BETWEEN 1 HOUR 16 5   2125 MINUTES               5    MINUTES AND 1 HOUR     5   2125 MINUTES      5    MINUTES AND 1 30 MINUTES                                         HOUR 30 MINUTES BETWEEN 1 HOUR 31                                  BETWEEN 1 HOUR 31 6   2630 MINUTES               6    MINUTES AND 1 HOUR     6   2630 MINUTES      6    MINUTES AND 1 45 MINUTES                                         HOUR 45 MINUTES BETWEEN 1 HOUR 46                                  BETWEEN 1 HOUR 46 7   3135 MINUTES               7    MINUTES AND 2          7   3135 MINUTES      7    MINUTES AND 2 HOURS                                              HOURS OVER 2 HOURS                                       OVER 2 HOURS 8   3640 MINUTES               8                           8   3640 MINUTES      8 (SPECIFY ______)                                   (SPECIFY ______)
9   4145 MINUTES               9                           9   4145 MINUTES      9 0                                                  0 DONT KNOW                                         DONT KNOW X                                                  X
                                     /REFUSED                                           /REFUSED
: 8. Approximately how much time does it take Commuter #1 to complete preparation for leaving work or college prior to starting the trip home? (REPEAT QUESTION FOR EACH COMMUTER) (DO NOT READ ANSWERS)
COMMUTER #1                                          COMMUTER #2 COL. 37                         COL. 38                     COL. 39                COL. 40 1   5 MINUTES OR LESS           1    4650 MINUTES          1   5 MINUTES OR LESS  1    4650 MINUTES 2   610 MINUTES                2    5155 MINUTES          2   610 MINUTES       2    5155 MINUTES 3   1115 MINUTES               3    56 - 1 HOUR            3   1115 MINUTES      3    56 - 1 HOUR OVER 1 HOUR, BUT                                   OVER 1 HOUR, BUT 4   1620 MINUTES               4    LESS THAN 1 HOUR 15    4   1620 MINUTES      4    LESS THAN 1 HOUR MINUTES                                            15 MINUTES BETWEEN 1 HOUR 16                                  BETWEEN 1 HOUR 16 5   2125 MINUTES               5    MINUTES AND 1 HOUR     5   2125 MINUTES      5    MINUTES AND 1 30 MINUTES                                         HOUR 30 MINUTES 6   2630 MINUTES               6    BETWEEN 1 HOUR 31      6   2630 MINUTES      6    BETWEEN 1 HOUR 31 Catawba Nuclear Station                                F16                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

MINUTES AND 1 HOUR                                         MINUTES AND 1 45 MINUTES                                                 HOUR 45 MINUTES BETWEEN 1 HOUR 46                                          BETWEEN 1 HOUR 46 7   3135 MINUTES             7    MINUTES AND 2              7   3135 MINUTES         7     MINUTES AND 2 HOURS                                                      HOURS OVER 2 HOURS                                               OVER 2 HOURS 8   3640 MINUTES             8                               8   3640 MINUTES         8 (SPECIFY ______)                                           (SPECIFY ______)
9   4145 MINUTES             9                               9   4145 MINUTES         9 0                                                         0 X    DONT KNOW /REFUSED                                  X     DONT KNOW /REFUSED COMMUTER #3                                                  COMMUTER #4 COL. 41                       COL. 42                         COL. 43                   COL. 44 1   5 MINUTES OR LESS         1    4650 MINUTES              1   5 MINUTES OR LESS     1     4650 MINUTES 2   610 MINUTES              2    5155 MINUTES              2   610 MINUTES          2     5155 MINUTES 3   1115 MINUTES             3    56 - 1 HOUR                3   1115 MINUTES         3     56 - 1 HOUR OVER 1 HOUR, BUT OVER 1 HOUR, BUT LESS 4   1620 MINUTES             4    LESS THAN 1 HOUR 15        4   1620 MINUTES         4 THAN 1 HOUR 15 MINUTES MINUTES BETWEEN 1 HOUR 16                                          BETWEEN 1 HOUR 16 5   2125 MINUTES             5    MINUTES AND 1 HOUR         5   2125 MINUTES         5     MINUTES AND 1 HOUR 30 30 MINUTES                                                 MINUTES BETWEEN 1 HOUR 31                                          BETWEEN 1 HOUR 31 6   2630 MINUTES             6    MINUTES AND 1 HOUR         6   2630 MINUTES         6     MINUTES AND 1 HOUR 45 45 MINUTES                                                 MINUTES BETWEEN 1 HOUR 46 BETWEEN 1 HOUR 46 7   3135 MINUTES             7    MINUTES AND 2              7   3135 MINUTES         7 MINUTES AND 2 HOURS HOURS OVER 2 HOURS                                               OVER 2 HOURS (SPECIFY 8   3640 MINUTES             8                               8   3640 MINUTES         8 (SPECIFY ______)                                           ______)
9   4145 MINUTES             9                               9   4145 MINUTES         9 0                                                         0 X    DONT KNOW /REFUSED                                  X     DONT KNOW /REFUSED
: 9. If you were advised by local authorities to evacuate, how much time would it take the household to pack clothing, medications, secure the house, load the car, and complete preparations prior to evacuating the area? (DO NOT READ ANSWERS)
COL. 45                                                   COL. 46 1    LESS THAN 15 MINUTES                                 1   3 HOURS TO 3 HOURS 15 MINUTES 2    1530 MINUTES                                        2   3 HOURS 16 MINUTES TO 3 HOURS 30 MINUTES 3    3145 MINUTES                                        3   3 HOURS 31 MINUTES TO 3 HOURS 45 MINUTES 4    46 MINUTES - 1 HOUR                                  4   3 HOURS 46 MINUTES TO 4 HOURS 5    1 HOUR TO 1 HOUR 15 MINUTES                          5   4 HOURS TO 4 HOURS 15 MINUTES 6    1 HOUR 16 MINUTES TO 1 HOUR 30 MINUTES               6   4 HOURS 16 MINUTES TO 4 HOURS 30 MINUTES 7    1 HOUR 31 MINUTES TO 1 HOUR 45 MINUTES               7   4 HOURS 31 MINUTES TO 4 HOURS 45 MINUTES Catawba Nuclear Station                                 F17                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

8   1 HOUR 46 MINUTES TO 2 HOURS                         8    4 HOURS 46 MINUTES TO 5 HOURS 9   2 HOURS TO 2 HOURS 15 MINUTES                        9    5 HOURS TO 5 HOURS 30 MINUTES 0   2 HOURS 16 MINUTES TO 2 HOURS 30 MINUTES             0    5 HOURS 31 MINUTES TO 6 HOURS X   2 HOURS 31 MINUTES TO 2 HOURS 45 MINUTES             X    OVER 6 HOURS (SPECIFY _______)
Y   2 HOURS 46 MINUTES TO 3 HOURS COL. 47 1    DONT KNOW/REFUSED 10   If there is 68 of snow on your driveway or curb, would you need to shovel out to evacuate? If yes, how
  . much time, on average, would it take you to clear the 68 of snow to move the car from the driveway or curb to begin the evacuation trip? Assume the roads are passable. (DO NOT READ RESPONSES)
COL. 48                                                  COL. 49 1    LESS THAN 15 MINUTES                                1    OVER 3 HOURS (SPECIFY _______)
2    1530 MINUTES                                       2    DONT KNOW/REFUSED 3    3145 MINUTES 4    46 MINUTES - 1 HOUR 5    1 HOUR TO 1 HOUR 15 MINUTES 6    1 HOUR 16 MINUTES TO 1 HOUR 30 MINUTES 7    1 HOUR 31 MINUTES TO 1 HOUR 45 MINUTES 8    1 HOUR 46 MINUTES TO 2 HOURS 9    2 HOURS TO 2 HOURS 15 MINUTES 0    2 HOURS 16 MINUTES TO 2 HOURS 30 MINUTES X    2 HOURS 31 MINUTES TO 2 HOURS 45 MINUTES Y    2 HOURS 46 MINUTES TO 3 HOURS Z    NO, WILL NOT SHOVEL OUT
: 11. If you were asked to evacuate, would you (READ        COL. 50 ANSWERS):                                             1     A A. await the return of household commuters to evacuate together.                                    2     B B. evacuate independently and meet other              X     DONT KNOW/REFUSED household members later.
: 12. How many vehicles would your household use during an evacuation? (DO NOT READ ANSWERS)
COL. 51 1       ONE 2       TWO 3       THREE 4       FOUR 5       FIVE 6       SIX 7       SEVEN 8       EIGHT Catawba Nuclear Station                                 F18                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

9       NINE OR MORE 0       ZERO (NONE)
X       DONT KNOW/REFUSED 13A. Emergency officials advise you to take shelter at home in an    COL. 52 emergency. Would you: (READ ANSWERS)                            1  A A. SHELTER; or                                                  2  B B. EVACUATE                                                     X DONT KNOW/REFUSED 13B. Emergency officials advise you to take shelter at home now in   COL. 53 an emergency and possibly evacuate later while people in        1  A other areas are advised to evacuate now. Would you: (READ 2  B ANSWERS)
X DONT KNOW/REFUSED A. SHELTER; or B. EVACUATE
: 14. If you have a household pet, would you take your pet with you if you were asked to evacuate the area?
(READ ANSWERS)
COL. 54 1     DONT HAVE A PET 2     YES 3     NO X     DONT KNOW/REFUSED Thank you very much. _______________________________
(TELEPHONE NUMBER CALLED)
IF REQUESTED:
For additional information, contact your County Emergency Management Agency during normal business hours.
County                EMA Phone Catawba               8284658230 Iredell               7048785353 Lincoln               7047368660 Mecklenburg           7043362412 Gaston                7048663350 York                  8033262300 Catawba Nuclear Station                                   F19                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

APPENDIX G Traffic Management Plan

G. TRAFFIC MANAGEMENT PLAN NUREG/CR7002 indicates that the existing TCPs and SRBs identified by the offsite agencies should be used in the evacuation simulation modeling. The traffic control plans for the EPZ were provided by York County.
These plans were reviewed and the TCPs were modeled accordingly.
G.1 Traffic Control Points As discussed in Section 9, traffic control points at intersections (which are controlled) are modeled as actuated signals. If an intersection has a pretimed signal, stop, or yield control, and the intersection is identified as a traffic control point, the control type was changed to an actuated signal in the DYNEV II system. Table K2 provides the control type and node number for those nodes which are controlled. If the existing control was changed due to the point being a Traffic Control Point, the control type is indicated as TCP in Table K2.
The TCPs provided by York County are mapped as blue dots in Figure G1, as identified in state and local emergency plans. These TCPS are concentrated on roadways which provide access to the 2mile region. Theses TCPs would be manned during evacuation by traffic guides who would direct evacuees in the proper direction away from CNS and facilitate the flow of traffic through the intersections.
As discussed in Section 7.3 there is significant traffic congestion in the southern part of the study area. During the simulation analysis, TCPS were incorporated at five stopcontrolled intersections to help to clear the southbound congestion more quickly and reduce the ETE. As such, five additional TCPs are recommended at the follow intersections:
Catawba River Rd. and Wylies Mill Rd.
Lancaster Hwy and Gaston Farm Rd.
Chester Hwy and McConnells Hwy Lancaster Hwy and Wylies Mill Rd.
Lancaster Hwy and Edgeland Rd.
Figure G1 maps the five recommended TCPS as red dots. These intersections are recommended as TCPs to help alleviate bottlenecks that occur due to the limited capacity of these stopcontrolled intersections. As discussed in Section 9, TCPS operate similar to actuated signals. By making these intersections TCPS, their capacity increases. Figure G2 through Figure G6 provide schematics of how these TCPS should be operated.
Catawba Nuclear Station                           G1                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

G.2 Security Road Blocks NUREG/CR7002 (Section 2.5.3) defines access control wherein SRBs are established during the evacuation to stop the flow of external traffic through the EPZ. Doing so reserves the capacity on major through routes for evacuees rather than the traffic that is passing through the area.
It is assumed that SRBs will be established within 2 hours of the advisory to evacuate to discourage external travelers from using major through routes which traverse the EPZ. As discussed in Section 3.11, external traffic was considered on three routes which traverse the study area - Interstate 77, Interstate 485, and Interstate 85 - in this analysis. The generation of these external trips ceased at 2 hours after the advisory to evacuate in the simulation.
Catawba Nuclear Station                         G2                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Figure G1. Traffic Control Points for the CNS Catawba Nuclear Station                       G3                       KLD Engineering, P.C.
Evacuation Time Estimate                                                              Rev. 0

Figure G2. Recommended Traffic Control Point at Catawba River Road & Wylies Mill Road Catawba Nuclear Station                                           G4                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                      Rev. 0

Figure G3. Recommended Traffic Control Point at Lancaster Hwy & Gaston Farm Road Catawba Nuclear Station                                         G5                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Figure G4. Recommended Traffic Control Point at Chester Hwy & McConnells Hwy Catawba Nuclear Station                                       G6                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                             Rev. 0

Figure G5. Recommended Traffic Control Point at Lancaster Hwy & Wylies Mill Road Catawba Nuclear Station                                        G7                                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

Figure G6. Recommended Traffic Control Point at Lancaster Hwy & Edgeland Road Catawba Nuclear Station                                       G8                                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                                              Rev. 0

APPENDIX H Evacuation Regions

H EVACUATION REGIONS This appendix presents the evacuation percentages for each Evacuation Region (Table H1) and maps of all Evacuation Regions. The percentages presented in Table H1 are based on the methodology discussed in assumption 2 of Section 2.2 and shown in Figure 21.
Note the baseline ETE study assumes 20 percent of households will not comply with the shelter advisory, as per Section 2.5.2 of NUREG/CR7002.
Catawba Nuclear Station                      H1                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

Table H1. Percent of Zone Population Evacuating for Each Region Basic Regions Zone Region      Description    A0   A1      A2      A3      B1     B2       C1    C2       D1      D2    E1   E2   F1     F2     F3 R01       2Mile Ring  100%  20%     20%     20%     20%    20%      20%   20%      20%     20%   20%  20%  20%    20%    20%
R02       5Mile Ring  100% 100%     20%     20%    100%    20%     100%   20%     100%     20%  100%  20% 100%    20%    20%
R03         Full EPZ   100% 100%    100%    100% 100% 100% 100% 100% 100%                  100%  100% 100% 100%   100%   100%
R04      York County   100%  20%     20%     20%    100% 100% 100% 100% 100%               100%  100% 100% 100%   100%    20%
R05     Meck. County   100% 100%    100%    100%     20%    20%      20%   20%      20%     20%   20%  20%  20%    20%    20%
R06     Gaston County   20%  20%     20%     20%     20%    20%      20%   20%      20%     20%   20%  20%  20%    20%   100%
Evacuate 2Mile Region and Downwind to 5 Miles Wind Direction                                                     Zone Region         From:       A0   A1      A2      A3      B1     B2       C1    C2       D1      D2    E1   E2   F1     F2     F3 R07         N, NNE     100%  20%     20%     20%     20%    20%     100%   20%     100%     20%   20%  20%  20%    20%    20%
R08            NE      100%  20%     20%     20%     20%    20%     100%   20%     100%     20%  100%  20%  20%    20%    20%
R09          ENE, E    100%  20%     20%     20%     20%    20%      20%   20%     100%     20%  100%  20%  20%    20%    20%
R10           ESE      100%  20%     20%     20%     20%    20%      20%   20%      20%     20%  100%  20%  20%    20%    20%
R11         SE, SSE    100%  20%     20%     20%     20%    20%      20%   20%      20%     20%  100%  20% 100%    20%    20%
R12             S      100% 100%     20%     20%     20%    20%      20%   20%      20%     20%  100%  20% 100%    20%    20%
R13        SSW, SW     100% 100%     20%     20%     20%    20%      20%   20%      20%     20%   20%  20% 100%    20%    20%
R14          WSW       100% 100%     20%     20%    100%    20%      20%   20%      20%     20%   20%  20%  20%    20%    20%
R15            W       100% 100%     20%     20%    100%    20%     100%   20%      20%     20%   20%  20%  20%    20%    20%
WNW, NW, R16                    100%  20%     20%     20%    100%    20%     100%   20%      20%     20%   20%  20%  20%    20%    20%
NNW Evacuate 5Mile Region and Downwind to the EPZ Boundary Wind Direction                                                     Zone Region         From:       A0   A1      A2      A3      B1     B2       C1    C2       D1      D2    E1   E2   F1     F2     F3 R17       N, NNE, NE   100% 100%     20%     20%    100%    20%     100% 100% 100% 100%          100%  20% 100%    20%    20%
R18           ENE      100% 100%     20%     20%    100%    20%     100%   20%     100% 100%     100% 100% 100%    20%    20%
R19          E, ESE    100% 100%     20%     20%    100%    20%     100%   20%     100% 100%     100% 100% 100%   100%    20%
R20            SE      100% 100%     20%     20%    100%    20%     100%   20%     100%     20%  100% 100% 100%   100%   100%
R21           SSE      100% 100%     20%     20%    100%    20%     100%   20%     100%     20%  100%  20% 100%   100%   100%
R22         S, SSW     100% 100%    100%     20%    100%    20%     100%   20%     100%     20%  100%  20% 100%   100%   100%
R23           SW       100% 100%    100% 100% 100% 100% 100%               20%     100%     20%  100%  20% 100%    20%   100%
R24        WSW, W      100% 100%    100% 100% 100% 100% 100%               20%     100%     20%  100%  20% 100%    20%    20%
R25          WNW       100% 100%     20%    100% 100% 100% 100% 100% 100%                   20%  100%  20% 100%    20%    20%
R26       NW, NNW      100% 100%     20%     20%    100% 100% 100% 100% 100%                20%  100%  20% 100%    20%    20%
Catawba Nuclear Station                                               H2                                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                             Rev. 0

Staged Evacuation  2Mile Region Evacuates, then Evacuate Downwind to 5 Miles Wind Direction                                                          Zone Region         From:      A0      A1      A2       A3        B1    B2      C1      C2      D1       D2        E1      E2       F1     F2      F3 R27        5Mile Ring 100%   100%     20%      20%      100%   20%    100%     20%    100%      20%      100%     20%     100%    20%     20%
R28          N, NNE    100%    20%     20%      20%       20%   20%    100%     20%    100%      20%       20%     20%      20%    20%     20%
R29            NE      100%    20%     20%      20%       20%   20%    100%     20%    100%      20%      100%     20%      20%    20%     20%
R30          ENE, E    100%    20%     20%      20%       20%   20%     20%     20%    100%      20%      100%     20%      20%    20%     20%
R31            ESE     100%    20%     20%      20%       20%   20%     20%     20%     20%      20%      100%     20%      20%    20%     20%
R32          SE, SSE   100%    20%     20%      20%       20%   20%     20%     20%     20%      20%      100%     20%     100%    20%     20%
R33             S      100%   100%     20%      20%       20%   20%     20%     20%     20%      20%      100%     20%     100%    20%     20%
R34         SSW, SW    100%   100%     20%      20%       20%   20%     20%     20%     20%      20%       20%     20%     100%    20%     20%
R35           WSW      100%   100%     20%      20%      100%   20%     20%     20%     20%      20%       20%     20%      20%    20%     20%
R36             W      100%   100%     20%      20%      100%   20%    100%     20%     20%      20%       20%     20%      20%    20%     20%
WNW, NW, R37                    100%    20%     20%      20%      100%   20%    100%     20%     20%      20%       20%     20%      20%    20%     20%
NNW Key Zone(s) Evacuate               Zone(s) ShelterinPlace                       ShelterinPlace until 90% ETE for R01, then Evacuate Catawba Nuclear Station                                                  H3                                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                              Rev. 0

Figure H1. Region R01 Catawba Nuclear Station            H4          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H2. Region R02 Catawba Nuclear Station            H5          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H3. Region R03 Catawba Nuclear Station            H6          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H4. Region R04 Catawba Nuclear Station           H7           KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H5. Region R05 Catawba Nuclear Station           H8           KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H6. Region R06 Catawba Nuclear Station           H9           KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H7. Region R07 Catawba Nuclear Station           H10          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H8. Region R08 Catawba Nuclear Station           H11          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H9. Region R09 Catawba Nuclear Station           H12          KLD Engineering, P.C.
Evacuation Time Estimate                                      Rev. 0

Figure H10. Region R10 Catawba Nuclear Station           H13           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H11. Region R11 Catawba Nuclear Station           H14           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H12. Region R12 Catawba Nuclear Station           H15           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H13. Region R13 Catawba Nuclear Station           H16           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H14. Region R14 Catawba Nuclear Station           H17           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H15. Region R15 Catawba Nuclear Station           H18           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H16. Region R16 Catawba Nuclear Station           H19           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H17. Region R17 Catawba Nuclear Station           H20           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H18. Region R18 Catawba Nuclear Station           H21           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H19. Region R19 Catawba Nuclear Station           H22           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H20. Region R20 Catawba Nuclear Station           H23           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H21. Region R21 Catawba Nuclear Station           H24           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H22. Region R22 Catawba Nuclear Station           H25           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H23. Region R23 Catawba Nuclear Station           H26           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H24. Region R24 Catawba Nuclear Station           H27           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H25. Region R25 Catawba Nuclear Station           H28           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H26. Region R26 Catawba Nuclear Station           H29           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H27. Region R27 Catawba Nuclear Station           H30           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H28. Region R28 Catawba Nuclear Station           H31           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H29. Region R29 Catawba Nuclear Station           H32           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H30. Region R30 Catawba Nuclear Station           H33           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H31. Region R31 Catawba Nuclear Station           H34           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H32. Region R32 Catawba Nuclear Station           H35           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H33. Region R33 Catawba Nuclear Station           H36           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H34. Region R34 Catawba Nuclear Station           H37           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H35. Region R35 Catawba Nuclear Station           H38           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H36. Region R36 Catawba Nuclear Station           H39           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

Figure H37. Region R37 Catawba Nuclear Station           H40           KLD Engineering, P.C.
Evacuation Time Estimate                                       Rev. 0

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

J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J1 provides the volume and queues for the ten highest volume signalized intersections in the study area.
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, Scenarios 8 and 11, which are ice scenarios, exhibit slower average speeds and longer average travel times than comparable good weather and rain scenarios.
Table J4 provides statistics (average speed and travel time) for the major evacuation routes -
Interstate 77, Interstate 485, State Route 161, State Route 5, State Route 49, State Route 55, North Carolina 49, and State Route 160 - 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 78, most of these routes are congested for most of the evacuation. As such, the average speeds along these routes are comparably slower (and travel times longer) at the peak of congestion (2 to 3 hours after the ATE).
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.
Catawba Nuclear Station                        J1                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Table J1. Characteristics of the Ten Highest Volume Signalized Intersections Intersection          Approach                                     Max. Turn Node          Location            Control            (Up Node)          Total Volume (Veh)       Queue (Veh) 1975                    6,157                 167 NC 49 &
581                             Actuated               1974                   13,361                 440 Arrowood Rd TOTAL                   19,518 3284                   17,833                 333 582     NC 49 & Beam Rd         Actuated               3410                     383                  30 TOTAL                   18,216 583                   17,693                 113 NC 49 &I77 584                             Actuated                942                      0                    0 Ramps TOTAL                   17,693 582                   15,923                 488 NC 49 & Shopton 583                             Actuated                954                    1,289                 24 Rd TOTAL                   17,212 NC 49 &                                    600                   10,246                1662 577       Westinghouse          Actuated               1029                    6,788                2062 Blvd                                   TOTAL                   17,034 826                    9,398                1232 176                    5,450                5300 824     SC 5 & I77 Ramps       Actuated 665                    1,781                 57 TOTAL                   16,629 1270                    7,547                 492 1263                    3,976                 82 Dave Lyle Blvd &
1261                             Actuated               1264                     276                   0 John Ross Pkwy 1267                    4,389                 41 TOTAL                   16,188 1129                    7,257                 16 3069                      0                    0 839       US 21 & SC 51         Actuated 1998                    8,571                 190 TOTAL                   15,828 839                    7,150                 114 158                      0                    0 I77 Ramp & US 1998                             Actuated                337                    8,601                 77 21 3071                      0                    0 TOTAL                   15,751 3430                   10,514                1785 Carowinds Blvd &                               1995                    3,396                 430 1994       Avenue of the         Actuated               1996                     540                  26 Carolinas                                 1993                    1,122                 159 TOTAL                   15,572 Catawba Nuclear Station                                 J2                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Table J2. Sample Simulation Model Input Vehicles Entering Link  Network       Directional    Destination Destination Number on this Link   Preference       Nodes      Capacity 8055       1,575 2222       92             SW           8703       1,575 8185       4,500 8003       6,750 792      666              E           8185       4,500 8371       6,750 8371       6,750 1048      201              N           8350       1,700 8306       1,700 8549       4,500 1383       59              E 8167       1,700 8647       3,800 1615      137              E           8445       1,700 8526       1,700 8185       4,500 1830       27             SE           8060       3,800 8405       1,700 8447       1,700 2180      277              N           8482        850 8755       3,500 2426      128              E           8526       1,700 8003       6,750 2760      533             NE           8185       4,500 8371       6,750 2995       78             NW           8229       1,700 Catawba Nuclear Station                        J3                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                    Rev. 0

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 4.7       5.5     4.1         4.7       3.9      4.8          5.5       6.4         3.9        4.6      5.4     3.9       4.1          4.7 Travel Time (Min/VehMi)
NetworkWide Average             12.8       11.0   14.5        12.8      15.2      12.6         11.0      9.4        15.3       13.1     11.1    15.4      14.6         12.8 Speed (mph)
Total Vehicles Exiting            343,292   345,361 284,247    288,760    233,341  348,403      353,020  357,754     278,199    280,684   282,909 227,482   290,316    339,375 Network Catawba Nuclear Station                                                 J4                                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                    Rev. 0

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                  7 Travel Length    Speed     Time             Travel            Travel            Travel            Travel            Travel            Travel Route#    (miles)   (mph)     (min) Speed Time Speed Time Speed Time Speed Time Speed Time Speed                                         Time I77 SB     11.2     67.7       9.9     8.7     76.6     6.0     111.9      3.7    183.3     8.8      76.4     70.0     9.6      70.0      9.6 I77 NB      11.2     48.8      13.7     7.9     84.4     6.7      99.5     31.3     21.4    70.0      9.6      70.0     9.6      70.0      9.6 I485 Outer Loop        8.7      9.0      58.1     3.3    157.0     3.3     157.0     25.8     20.3    70.0      7.5      70.0     7.5      70.0      7.5 I485 Inner Loop        8.7     40.1      13.1    19.5     26.8    12.0      43.5     67.9     7.7     69.9      7.5      70.0     7.5      70.0      7.5 SR 161 EB       7.6     22.5      20.3    40.2     11.4    41.4      11.0     40.9     11.2    46.2      9.9      46.2     9.9      46.2      9.9 SR 161 WB      18.5     18.9      58.9    22.4     49.7    18.9      58.7     45.2     24.6    48.9      22.7     48.9     22.7     48.9     22.7 SR 5 EB       8.5      7.6      67.3     6.5     78.0     7.1      71.5      7.9     64.5    33.5      15.2     40.8     12.5     41.2     12.4 SR 5 WB      16.4     13.7      72.1     5.2    189.0    19.1      51.5     43.6     22.6    45.9      21.5     45.9     21.5     45.9     21.5 SR 49 WB       8.6     16.1      31.8     8.5     60.6    48.2      10.6     48.2     10.6    52.8      9.7      52.8     9.7      52.8      9.7 SR 55 WB       9.5      2.2     261.9     2.7    208.8     2.9     198.2      9.9     57.8    28.8      19.8     48.5     11.8     48.5     11.8 NC 49 NB       8.2      3.8     128.4     2.0    246.4     4.2     116.8      6.3     77.7    17.6      27.9     41.8     11.8     44.4     11.1 SR 160 EB       5.0      2.9     103.9     1.3    232.9     4.0      76.0     15.9     19.0    44.0      6.9      44.0     6.9      44.0      6.9 Catawba Nuclear Station                                                   J5                                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                          Rev. 0

Table J5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Elapsed Time (hours)
Network           1            2          3          4            5           6           7 Exit Link                Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 6,373       12,839     18,140     19,193       19,964      20,191     20,191 2
11.31%        9.29%      8.48%      7.18%        6.49%       6.12%      5.94%
7,504       14,968     20,918     24,170       25,475      25,760     25,760 67 13.32%       10.83%      9.78%      9.04%        8.28%      7.81%       7.58%
5,590       11,757     17,808     23,868       29,925      31,901     31,901 72 9.93%        8.51%      8.32%      8.93%        9.73%       9.67%      9.38%
2,316       4,587      7,126      9,124        11,360      11,945     11,945 266 4.11%        3.32%      3.33%      3.41%        3.69%       3.62%      3.51%
226        1,355      2,091      2,322         2,337      2,337       2,337 268 0.40%        0.98%      0.98%      0.87%        0.76%       0.71%      0.69%
873        3,903      5,573      5,894         5,921      5,921       5,921 281 1.55%        2.82%      2.60%      2.21%        1.92%       1.79%      1.74%
646        2,174      3,211      3,434         3,469      3,469       3,469 336 1.15%        1.57%      1.50%      1.28%        1.13%       1.05%      1.02%
4,597       10,085     14,530     18,717       21,320      21,545     21,545 422 8.16%        7.30%      6.79%      7.00%        6.93%       6.53%      6.34%
318          638      1,089      1,225         1,253      1,254       1,254 526 0.56%        0.46%      0.51%      0.46%        0.41%       0.38%      0.37%
4,324       8,659      12,881     17,201       21,664      22,950     23,144 678 7.68%        6.27%      6.02%      6.44%        7.04%       6.95%      6.81%
1,096       2,552      3,818      4,898         5,973      6,991       7,093 897 1.95%        1.85%      1.78%      1.83%        1.94%       2.12%      2.09%
893        2,591      4,289      5,161         5,202      5,202       5,202 1070 1.59%        1.88%      2.00%      1.93%        1.69%       1.58%      1.53%
1,441       3,876      5,751      7,475         7,551      7,551       7,551 1074 2.56%        2.80%      2.69%      2.80%        2.45%       2.29%      2.22%
2,633       5,810      8,098      8,654         8,816      8,817       8,817 1193 4.67%        4.20%      3.78%      3.24%        2.87%       2.67%      2.59%
1,441       4,580      7,723      10,870       12,256      12,430     12,430 1235 2.56%        3.31%      3.61%      4.07%        3.98%       3.77%      3.66%
767        2,396      4,021      4,824         4,855      4,855       4,855 1496 1.36%        1.73%      1.88%      1.81%        1.58%       1.47%      1.43%
82        1,161      2,283      2,544         2,620      2,628       2,628 1636 0.15%       0.84%      1.07%      0.95%         0.85%      0.80%       0.77%
Catawba Nuclear Station                              J6                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Elapsed Time (hours)
Network          1          2           3          4         5          6          7 Exit Link             Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 54        298        383         472       485        485        485 2070 0.10%      0.22%      0.18%       0.18%     0.16%      0.15%      0.14%
184        803       1,270       1,646     1,696      1,696      1,696 2102 0.33%      0.58%      0.59%       0.62%     0.55%      0.51%      0.50%
26        208        394         640       642        642        642 2165 0.05%      0.15%      0.18%       0.24%     0.21%      0.19%      0.19%
1,147      2,458      3,623       4,798     5,975      6,807      6,832 2250 2.04%      1.78%      1.69%       1.80%     1.94%      2.06%      2.01%
297       1,052      1,780       2,288     2,660      3,037      3,043 2254 0.53%      0.76%      0.83%       0.86%     0.86%      0.92%      0.90%
1,691      5,216      8,561      10,498    11,623     11,930     11,930 2316 3.00%      3.77%      4.00%       3.93%     3.78%      3.62%      3.51%
973       2,292      3,569       3,871     4,339      4,421      4,421 2362 1.73%      1.66%      1.67%       1.45%     1.41%      1.34%      1.30%
35        943       2,279       2,311     2,362      2,362      2,362 2452 0.06%      0.68%      1.07%       0.86%     0.77%      0.72%      0.69%
60        478        747         990       998        998        998 2996 0.11%      0.35%      0.35%       0.37%     0.32%      0.30%      0.29%
185        942       1,840       2,409     2,417      2,417      2,417 3129 0.33%      0.68%      0.86%       0.90%     0.79%      0.73%      0.71%
681       2,642      4,896       5,743     6,192      6,355      6,355 3137 1.21%      1.91%      2.29%       2.15%     2.01%      1.93%      1.87%
450       2,046      4,305       5,274     5,358      5,358      5,358 3151 0.80%      1.48%      2.01%       1.97%     1.74%      1.62%      1.58%
104        174        208         215       216        216        216 3179 0.18%      0.13%      0.10%       0.08%     0.07%      0.07%      0.06%
56        817       1,654       1,695     1,842      1,847      1,847 3244 0.10%      0.59%      0.77%       0.63%     0.60%      0.56%      0.54%
157        276        429         567      1,125      1,483      1,519 3332 0.28%      0.20%      0.20%       0.21%     0.37%      0.45%      0.45%
272        661       1,062       1,472     1,829      1,900      1,900 3343 0.48%      0.48%      0.50%       0.55%     0.59%      0.58%      0.56%
507       1,323      2,108       2,876     3,685      3,821      3,821 3345 0.90%      0.96%      0.99%       1.08%     1.20%      1.16%      1.12%
649       2,274      3,903       5,532     7,166      8,789      9,038 3356 1.15%      1.65%      1.82%       2.07%     2.33%      2.66%      2.66%
Catawba Nuclear Station                           J7                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

Elapsed Time (hours)
Network          1          2           3          4         5          6          7 Exit Link             Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 1,151      3,056      4,730       6,528     8,616     10,856     12,711 3373 2.04%      2.21%       2.21%      2.44%     2.80%      3.29%      3.74%
3,927      8,067      12,259     16,549    20,757     24,814     28,902 3378 6.97%      5.84%       5.73%      6.19%     6.75%      7.52%      8.50%
1,004      2,665      4,338       5,967     7,587      9,271     10,837 3380 1.78%      1.93%       2.03%      2.23%     2.47%      2.81%      3.19%
113        528       1,392       2,609     3,455      4,654      5,566 3405 0.20%      0.38%       0.65%      0.98%     1.12%      1.41%      1.64%
531       1,642      2,686       3,800     4,827      5,970      5,999 3407 0.94%      1.19%       1.26%      1.42%     1.57%      1.81%      1.76%
539       1,744      2,966       4,188     5,408      6,631      7,512 3417 0.96%      1.26%       1.39%      1.57%     1.76%      2.01%      2.21%
153        803       1,713       2,646     3,627      4,171      4,171 3419 0.27%      0.58%       0.80%      0.99%     1.18%      1.26%      1.23%
257        850       1,512       2,106     2,782      3,326      3,327 3420 0.46%      0.61%       0.71%      0.79%     0.90%      1.01%      0.98%
Catawba Nuclear Station                           J8                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                          Rev. 0

ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)
Trip Generation       ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 Elapsed Time (h:mm)
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%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 Elapsed Time (h:mm)
Figure J2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)
Catawba Nuclear Station                                                       J9                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)
Trip Generation         ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00   0:30   1:00    1:30   2:00   2:30      3:00   3:30    4:00   4:30   5:00     5:30   6:00 Elapsed Time (h:mm)
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%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 Elapsed Time (h:mm)
Figure J4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)
Catawba Nuclear Station                                                      J10                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)
Trip Generation         ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00   0:30    1:00    1:30   2:00   2:30      3:00   3:30    4:00   4:30   5:00   5:30   6:00 Elapsed Time (h:mm)
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%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 Elapsed Time (h:mm)
Figure J6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)
Catawba Nuclear Station                                                       J11                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)
Trip Generation        ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 Elapsed Time (h:mm)
Figure J7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)
ETE and Trip Generation Winter, Midweek, Midday, Ice (Scenario 8)
Trip Generation        ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
Elapsed Time (h:mm)
Figure J8. ETE and Trip Generation: Winter, Midweek, Midday, Ice (Scenario 8)
Catawba Nuclear Station                                                         J12                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                            Rev. 0

ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)
Trip Generation           ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00   0:30    1:00    1:30     2:00      2:30       3:00   3:30      4:00     4:30    5:00    5:30   6:00 Elapsed Time (h:mm)
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%
0:00   0:30   1:00    1:30    2:00     2:30   3:00      3:30   4:00     4:30    5:00    5:30   6:00   6:30 Elapsed Time (h:mm)
Figure J10. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 10)
Catawba Nuclear Station                                                             J13                                      KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                                    Rev. 0

ETE and Trip Generation Winter, Weekend, Midday, Ice (Scenario 11)
Trip Generation           ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 Elapsed Time (h:mm)
Figure J11. ETE and Trip Generation: Winter, Weekend, Midday, Ice (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%
0:00   0:30     1:00    1:30     2:00      2:30    3:00       3:30   4:00   4:30      5:00   5:30 Elapsed Time (h:mm)
Figure J12. ETE and Trip Generation: Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)
Catawba Nuclear Station                                                          J14                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                          Rev. 0

ETE and Trip Generation Summer, Weekend, Midday, Good, Special Event (Scenario 13)
Trip Generation         ETE 100%
Percent of Total Vehicles 80%
60%
40%
20%
0%
0:00   0:30   1:00   1:30   2:00   2:30      3:00   3:30    4:00   4:30   5:00   5:30   6:00 Elapsed Time (h:mm)
Figure J13. ETE and Trip Generation: Summer, Weekend, Midday, 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%
0:00 0:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 Elapsed Time (h:mm)
Figure J14. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)
Catawba Nuclear Station                                                     J15                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

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 91 more detailed figures (Figure K2 through Figure K92) 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 December 2017. 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.
Catawba Nuclear Station                          K1                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                      Rev. 0

Table K1. Evacuation Roadway Network Characteristics Saturation     Free Up      Down                                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                                 Length      of     Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name                 Roadway Type          (ft.)   Lanes (ft.)     (ft.)   (pcphpl)     (mph)      Number 1       3         4      I85                              FREEWAY                  2483       3       12     12       2250         70          1 2       4         3      I85                              FREEWAY                  2481       3       12     12       2250         70          1 3       4         5      I85                              FREEWAY                  1086       3       12     12       2250         70          1 4       4        229     I85 OFFRAMP TO US 321           FREEWAY RAMP             1436       1       12      0       1750         45          1 5       5         4      I85                              FREEWAY                  1086       3       12     12       2250         70          1 6       5         6      I85                              FREEWAY                  1400       3       12     12       2250         70          1 7       5        488     I85 OFFRAMP TO US 321           FREEWAY RAMP              383       1       12      4       1350         30          1 8       6         5      I85                              FREEWAY                  1400       3       12     12       2250         70          1 9       6         7      I85                              FREEWAY                  1803       3       12     12       2250         70          2 10       7         6      I85                              FREEWAY                  1802       3       12     12       2250         70          2 11       7         8      I85                              FREEWAY                  2405       3       12     12       2250         70          2 12       8         7      I85                              FREEWAY                  2407       3       12     12       2250         70          2 13       8         9      I85                              FREEWAY                  3937       3       12     12       2250         70          2 14       9         8      I85                              FREEWAY                  3937       3       12     12       2250         70          2 15       9        464     I85                              FREEWAY                   830       3       12     12       2250         70          2 16      10        259     I85                              FREEWAY                  3607       3       12     12       2250         70          3 17      10        283     I85                              FREEWAY                  1462       3       12     12       2250         70          3 18      10        288     I85 OFFRAMP TO COX RD           FREEWAY RAMP              868       1       12      4       1750         40          3 19      11         12     I85                              FREEWAY                  1038       3       12     12       2250         70          4 20      11        283     I85                              FREEWAY                  8079       3       12     12       2250         70          3 21      11        471     I85 OFFRAMP TO S MAIN ST        FREEWAY RAMP              566       1       12      4       1350         30          3 22      12         11     I85                              FREEWAY                  1037       3       12     12       2250         70          4 23      12        290     I85                              FREEWAY                  3243       3       12     12       2250         70          4 24      12        470     I85 OFFRAMP TO S MAIN ST        FREEWAY RAMP              763       1       12      4       1700         40          4 Catawba Nuclear Station                                              K2                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                           Rev. 0

Saturation     Free Up      Down                                                          No. Lane Shoulder    Flow        Flow Stream Stream                                                     Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 25      13         14     I85                         FREEWAY           7860    3    12     12       2250         70          4 26      13        290     I85                         FREEWAY           1838    3    12     12       2250         70          4 I85 OFFRAMP TO MCADENVILLE 27      13        291     RD                           FREEWAY RAMP      1377    1    12      4       1750         40          4 28      14         13     I85                         FREEWAY           7860    3    12     12       2250         70          4 29      14        876     I85                         FREEWAY           4065    3    12     12       2250         70          5 30      15         16     I85                         FREEWAY           3272    4    12     12       2250         70          13 31      15        1876 I85                            FREEWAY           1108    3    12     12       2250         70          13 32      16         15     I85                         FREEWAY           3272    4    12     12       2250         70          13 33      16         17     I85                         FREEWAY           2115    4    12     12       2250         70          13 34      16        310     I85 OFFRAMP TO NC 273      FREEWAY RAMP      1060    1    12      4       1750         40          13 35      17         16     I85                         FREEWAY           2115    4    12     12       2250         70          13 36      17         18     I85                         FREEWAY           6422    4    12     12       2250         70          14 37      17        309     I85 OFFRAMP TO NC 273      FREEWAY RAMP      1105    1    12      4       1750         40          14 38      18         17     I85                         FREEWAY           6422    5    12     12       2250         70          14 39      18         19     I85                         FREEWAY           5195    4    12     12       2250         70          14 40      19         18     I85                         FREEWAY           5199    4    12     12       2250         70          14 41      19         20     I85                         FREEWAY           2976    4    12     12       2250         70          15 42      20         19     I85                         FREEWAY           2976    4    12     12       2250         70          15 43      20         21     I85                         FREEWAY           1882    5    12     12       2250         70          15 44      20        902     I485 ONRAMP FROM I85      FREEWAY RAMP      2125    2    12      8       1900         70          15 45      21         20     I85                         FREEWAY           1882    4    12     12       2250         70          15 46      21         22     I85                         FREEWAY           1721    4    12     12       2250         70          15 47      21        479     I485 ONRAMP FROM I85      FREEWAY RAMP      618     1    12      4       1350         30          15 48      22         21     I85                         FREEWAY           1721    4    12     12       2250         70          15 Catawba Nuclear Station                                       K3                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 49       22        23     I85                    FREEWAY           6356    4    12     12       2250         70          15 50       22       901     I485 ONRAMP FROM I85 FREEWAY RAMP      1041    1    12      8       1700         40          15 51       23        22     I85                    FREEWAY           6356    4    12     12       2250         70          15 52       23        24     I85                    FREEWAY           3610    4    12     12       2250         70          16 53       24        23     I85                    FREEWAY           3610    4    12     12       2250         70          16 54       24        25     I85                    FREEWAY           3124    4    12     12       2250         70          16 55       25        24     I85                    FREEWAY           3124    4    12     12       2250         70          16 56       25        26     I85                    FREEWAY           1195    4    12     12       2250         70          16 I85 OFFRAMP TO BILLY 57       25       383     GRAHAM PKWY             FREEWAY RAMP      1087    1    12      4       1700         40          16 58       26        25     I85                    FREEWAY           1195    4    12     12       2250         70          16 59       26        27     I85                    FREEWAY           1622    4    12     12       2250         70          16 60       27        26     I85                    FREEWAY           1621    4    12     12       2250         70          16 61       27        28     I85                    FREEWAY           4728    5    12     12       2250         70          17 62       28        27     I85                    FREEWAY           4728    5    12     12       2250         70          17 63       28        29     I85                    FREEWAY           1380    4    12     12       2250         70          17 64       29        28     I85                    FREEWAY           1380    4    12     12       2250         70          17 65       29        30     I85                    FREEWAY           1411    4    12     12       2250         70          17 66       30        29     I85                    FREEWAY           1411    4    12     12       2250         70          17 67       30       1888 I85                       FREEWAY           1039    4    12     12       2250         70          17 68       73       257     I85 OFFRAMP TO NC 279 FREEWAY RAMP      648     1    12      4       1750         40          2 69       73       259     I85                    FREEWAY           1063    3    12     12       2250         70          2 70       73       465     I85                    FREEWAY           2415    4    12     12       2250         70          2 71      130       131     I77                    FREEWAY           937     4    12     10       2250         70          18 72      131       130     I77                    FREEWAY           937     3    12     10       2250         70          18 Catawba Nuclear Station                                  K4                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 73      131       132     I77                        FREEWAY           1070    4    12     10       2250         70          18 74      132       131     I77                        FREEWAY           1070    4    12     10       2250         70          18 75      132       133     I77                        FREEWAY           1947    3    12     10       2250         70          18 76      133       132     I77                        FREEWAY           1947    3    12     10       2250         70          18 77      133       134     I77                        FREEWAY           1064    3    12     10       2250         70          18 78      134       133     I77                        FREEWAY           1064    3    12     10       2250         70          18 79      134       135     I77                        FREEWAY           1246    3    12     10       2250         70          27 80      134       3388 I77 ACCESS RD                 COLLECTOR         1005    2    12      4       1900         55          18 81      135       134     I77                        FREEWAY           1246    4    12     10       2250         70          27 82      135       136     I77                        FREEWAY           1270    3    12     10       2250         70          27 83      136       135     I77                        FREEWAY           1268    3    12     10       2250         70          27 84      136       137     I77                        FREEWAY           1642    3    12     10       2250         70          27 85      137       136     I77                        FREEWAY           1643    3    12     10       2250         70          27 86      137       138     I77                        FREEWAY           929     3    12     10       2250         70          27 87      138       137     I77                        FREEWAY           929     3    12     10       2250         70          27 88      138       139     I77                        FREEWAY           3732    4    12     10       2250         70          27 89      139       138     I77                        FREEWAY           3732    3    12     10       2250         70          27 90      139       140     I77                        FREEWAY           1907    3    12     10       2250         70          27 91      139       428     I77 OFFRAMP TO CLANTON RD FREEWAY RAMP      1093    1    12      4       1900         40          27 92      140       139     I77                        FREEWAY           1907    3    12     10       2250         70          27 93      140       141     I77                        FREEWAY           2088    3    12     10       2250         70          27 94      140       429     I77 OFFRAMP TO CLANTON RD FREEWAY RAMP      899     1    12      4       1900         40          27 95      141       140     I77                        FREEWAY           2088    4    12     10       2250         70          27 96      141       142     I77                        FREEWAY           2074    3    12     10       2250         70          27 97      142       141     I77                        FREEWAY           2070    3    12     10       2250         70          27 Catawba Nuclear Station                                      K5                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 98      142       143     I77                     FREEWAY           832     3    12     10       2250         70          27 I77 OFFRAMP TO BILLY 99      142       1917 GRAHAM PKWY                 FREEWAY RAMP      810     1    12      4       1700         40          27 100      143       142     I77                     FREEWAY           832     3    12     10       2250         70          27 101      143       144     I77                     FREEWAY           1063    3    12     10       2250         70          36 102      144       143     I77                     FREEWAY           1063    3    12     10       2250         70          36 103      144       145     I77                     FREEWAY           1119    3    12     10       2250         70          36 I77 OFFRAMP TO BILLY 104      144       1040 GRAHAM PKWY                 FREEWAY RAMP      402     1    12      4       1700         40          36 I77 OFFRAMP TO BILLY 105      144       1041 GRAHAM PKWY                 FREEWAY RAMP      544     1    12      4       1700         40          36 106      145       144     I77                     FREEWAY           1119    3    12     10       2250         70          36 107      145       146     I77                     FREEWAY           4404    4    12     10       2250         70          36 I77 OFFRAMP TO BILLY 108      145       396     GRAHAM PKWY              FREEWAY RAMP      1027    1    12      4       1700         40          36 109      146       145     I77                     FREEWAY           4404    3    12     10       2250         70          36 110      146       147     I77                     FREEWAY           1653    3    12     10       2250         70          36 111      146       1034 I77 OFFRAMP TO TYOLA RD   FREEWAY RAMP      559     2    12      4       1900         40          36 112      147       146     I77                     FREEWAY           1653    3    12     10       2250         70          36 113      147       148     I77                     FREEWAY           4406    3    12     10       2250         70          36 114      147       1031 I77 OFFRAMP TO TYOLA RD   FREEWAY RAMP      678     2    12      4       1900         40          36 115      148       147     I77                     FREEWAY           4406    3    12     10       2250         70          36 116      148       149     I77                     FREEWAY           1105    3    12     10       2250         70          36 I77 OFFRAMP TO NATIONS 117      148       940     FORD RD                  FREEWAY RAMP      534     1    12      4       1900         40          36 118      149       148     I77                     FREEWAY           1105    3    12     10       2250         70          36 Catawba Nuclear Station                                   K6                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                          No. Lane Shoulder    Flow        Flow Stream Stream                                                     Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 119      149       935     I77                         FREEWAY           1611    4    12     10       2250         70          36 I77 OFFRAMP TO NATIONS 120      149       939     FORD RD                      FREEWAY RAMP      516     1    12      4       1900         40          36 121      150       151     I77                         FREEWAY           1979    4    12     10       2250         70          40 I77 OFFRAMP TO W 122      150       860     ARROWOOD RD                  FREEWAY RAMP      1533    2    12      4       1900         40          41 123      150       935     I77                         FREEWAY           1286    4    12     10       2250         70          41 124      151       150     I77                         FREEWAY           1979    4    12     10       2250         70          40 125      151       152     I77                         FREEWAY           4421    3    12      8       2250         70          40 126      152       151     I77                         FREEWAY           4420    3    12      8       2250         70          40 127      152       925     I77                         FREEWAY           1632    3    12      8       2250         70          40 I77 OFFRAMP TO I77 ACCESS 128      152       3132 RD                              FREEWAY RAMP      1331    1    12      4       1700         40          40 129      153       154     I77                         FREEWAY           856     4    12      8       2250         70          40 130      153       925     I77                         FREEWAY           1249    3    12     12       2250         70          40 131      154       153     I77                         FREEWAY           856     4    12      8       2250         70          40 132      154       155     I77                         FREEWAY           2380    4    12      8       2250         70          40 133      155       154     I77                         FREEWAY           2380    3    12     10       2250         70          40 134      155       156     I77                         FREEWAY           1257    4    12     10       2250         70          40 135      156       155     I77                         FREEWAY           1257    3    12      8       2250         70          40 136      156       157     I77                         FREEWAY           4536    4    12     10       2250         70          50 137      156       922     I485 ONRAMP FROM I77      FREEWAY RAMP      1356    2    12      4       1900         55          40 138      157       156     I77                         FREEWAY           4536    4    12     10       2250         70          50 139      157       186     I77                         FREEWAY           2056    4    12     10       2250         70          50 140      157       1993 I77 OFFRAMP TO US 21          FREEWAY RAMP      1396    1    12      4       1750         40          50 141      158       186     I77                         FREEWAY           1064    4    12     10       2250         70          50 Catawba Nuclear Station                                       K7                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 142      158       188     I77                    FREEWAY           3003    4    12     10       2250         70          50 143      158       1998 I77 OFFRAMP              FREEWAY RAMP      1008    1    12      4       1750         40          50 144      159       160     I77                    FREEWAY           3552    4    12     10       2250         70          49 145      159       188     I77                    FREEWAY           4276    4    12     10       2250         70          49 146      160       159     I77                    FREEWAY           3552    4    12     10       2250         70          49 147      160       161     I77                    FREEWAY           2097    5    12     10       2250         70          54 148      160       856     I77 OFFRAMP TO SC 98  FREEWAY RAMP      1162    1    12      4       1750         40          54 149      161       160     I77                    FREEWAY           2097    4    12     10       2250         70          54 150      161       162     I77                    FREEWAY           7052    4    12     10       2250         70          54 151      161       857     I77 OFFRAMP TO SC 98  FREEWAY RAMP      1200    1    12      4       1750         40          54 152      162       161     I77                    FREEWAY           7051    5    12     10       2250         70          54 153      162       163     I77                    FREEWAY           3836    4    12     10       2250         70          54 154      163       162     I77                    FREEWAY           3842    4    12     10       2250         70          54 155      163       164     I77                    FREEWAY           1312    4    12     10       2250         70          68 156      163       618     I77 OFFRAMP TO SC 160 FREEWAY RAMP      533     1    12      4       1750         40          54 157      164       163     I77                    FREEWAY           1312    4    12     10       2250         70          68 158      164       165     I77                    FREEWAY           1913    4    12     10       2250         70          68 159      164       619     I77 OFFRAMP TO SC 160 FREEWAY RAMP      676     1    12      4       1750         40          68 160      165       164     I77                    FREEWAY           1914    4    12     10       2250         70          68 161      165       166     I77                    FREEWAY           4735    4    12     10       2250         70          68 162      166       165     I77                    FREEWAY           4735    4    12     10       2250         70          68 163      166       167     I77                    FREEWAY           3088    4    12     10       2250         70          68 164      167       166     I77                    FREEWAY           3095    4    12     10       2250         70          68 165      167       168     I77                    FREEWAY           1884    4    12     10       2250         70          68 166      168       167     I77                    FREEWAY           1884    4    12     10       2250         70          68 Catawba Nuclear Station                                  K8                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                        No. Lane Shoulder    Flow        Flow Stream Stream                                                   Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 167      168       3086 I77                          FREEWAY           5424    4    12     10       2250         70          67 168      169       3086 I77 ONRAMP                  FREEWAY RAMP      1316    2    12      4       1900         40          67 169      170       169     I77 ACCESS RD             FREEWAY RAMP      603     2    12      4       1900         70          67 170      170       3080 I77 OFFRAMP TO SC 161       FREEWAY RAMP      376     1    12      4       1700         40          67 171      171       170     I77 ACCESS RD             FREEWAY RAMP      661     2    12      4       1900         70          67 172      172       3082 I77 ACCESS RD                FREEWAY RAMP      1258    1    12      4       1700         40          67 173      173       174     I77                       FREEWAY           2237    4    12     10       2250         70          79 I77 OFFRAMP TO DAVE LYLE 174      173       338     BLVD                       FREEWAY RAMP      861     1    12      4       1750         40          79 175      173       3088 I77                          FREEWAY           9526    4    12     10       2250         70          68 176      174       173     I77                       FREEWAY           2237    4    12     10       2250         70          79 177      174       175     I77                       FREEWAY           1384    4    12     10       2250         70          79 I77 OFFRAMP TO DAVE LYLE 178      174       342     BLVD                       FREEWAY RAMP      1022    1    12      4       1750         40          79 179      175       174     I77                       FREEWAY           1390    4    12     10       2250         70          79 180      175       176     I77                       FREEWAY           6585    5    12     10       2250         70          79 181      176       175     I77                       FREEWAY           6585    4    12     10       2250         70          79 182      176       177     I77                       FREEWAY           1237    3    12      8       2250         70          76 183      176       824     I77 OFFRAMP TO SC 5      FREEWAY RAMP      1538    1    12      4       1750         40          76 184      177       176     I77                       FREEWAY           1237    3    12      8       2250         70          76 185      177       3127 I77 ONRAMP FROM SC 5        COLLECTOR         457     1    12      4       1700         40          76 186      177       3133 I77                          FREEWAY           2638    3    12      8       2250         70          78 187      178       179     I77                       FREEWAY           2901    2    12     10       2250         70          78 188      178       3133 I77                          FREEWAY           4976    2    12     10       2250         70          78 189      179       178     I77                       FREEWAY           2901    2    12     10       2250         70          78 Catawba Nuclear Station                                     K9                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Saturation     Free Up      Down                                                          No. Lane Shoulder    Flow        Flow Stream Stream                                                     Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 190      179       180     I77                         FREEWAY           2895    2    12     10       2250         75          78 191      180       179     I77                         FREEWAY           2893    2    12     10       2250         75          78 192      180       181     I77                         FREEWAY           5019    2    12     10       2250         75          85 193      181       180     I77                         FREEWAY           5019    2    12     10       2250         75          85 194      181       182     I77                         FREEWAY           2802    2    12     10       2250         75          85 195      182       181     I77                         FREEWAY           2803    2    12     10       2250         75          85 196      182       183     I77                         FREEWAY           2089    2    12     10       2250         70          85 197      182       878     I77 OFFRAMP TO MT HOLLY RD FREEWAY RAMP      1092    1    12      4       1750         40          85 198      183       182     I77                         FREEWAY           2089    2    12     10       2250         70          85 199      183       184     I77                         FREEWAY           9370    2    12     10       2250         75          85 200      183       879     I77 OFFRAMP TO MT HOLLY RD FREEWAY RAMP      988     1    12      4       1750         40          85 201      184       183     I77                         FREEWAY           9359    2    12     10       2250         75          85 202      184       3562 I77                            FREEWAY          16505    2    12     10       2250         75          85 203      186       157     I77                         FREEWAY           2061    4    12     10       2250         70          50 204      186       158     I77                         FREEWAY           1064    4    12     10       2250         70          50 205      188       158     I77                         FREEWAY           3003    4    12     10       2250         70          50 206      188       159     I77                         FREEWAY           4276    4    12     10       2250         70          49 207      191       1491 US 321                          MAJOR ARTERIAL    555     3    12      4       1750         40          1 208      191       3364 ANDREW JACKSON HWY              MINOR ARTERIAL    427     2    12      0       1750         40          1 209      192       234     NC 274                       MINOR ARTERIAL    1204    2    12      4       1750         45          2 210      192       1477 ANDREW JACKSON HWY              MINOR ARTERIAL    499     2    12      0       1750         50          2 211      193       1471 ANDREW JACKSON HWY              MAJOR ARTERIAL    358     3    12      0       1750         50          2 212      193       3167 NC 279                          MINOR ARTERIAL    1376    2    12      0       1750         45          2 213      195       1468 ANDREW JACKSON HWY              MAJOR ARTERIAL    3274    3    12      0       1750         50          3 214      195       1837 COX RD                          MAJOR ARTERIAL    853     3    12      4       1750         40          3 Catawba Nuclear Station                                      K10                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 215      196       1462 ANDREW JACKSON HWY      MAJOR ARTERIAL   955     3    12      0       1750         50          3 216      197       243     S MAIN ST            MINOR ARTERIAL   997     2    12      4       1750         45          3 217      197       1458 ANDREW JACKSON HWY      MAJOR ARTERIAL   1932    3    12      0       1750         50          3 218      198       199     ANDREW JACKSON HWY   MAJOR ARTERIAL   3773    3    12      0       1900         55          12 219      198       260     ANDREW JACKSON HWY   MAJOR ARTERIAL   984     3    12      0       1750         50          12 220      198       1843 GROVE ST                COLLECTOR        1725    1    12      4       1700         40          4 221      199       198     ANDREW JACKSON HWY   MAJOR ARTERIAL   3773    3    12      0       1750         55          12 222      199       200     ANDREW JACKSON HWY   MAJOR ARTERIAL   1601    3    12      0       1750         55          12 223      200       199     ANDREW JACKSON HWY   MAJOR ARTERIAL   1598    3    12      0       1900         55          12 224      200       1847 WESLEYAN DR             COLLECTOR        1120    1    12      0       1700         40          12 225      200       3415 ANDREW JACKSON HWY      MINOR ARTERIAL   967     2    12      0       1900         50          12 226      201       3166 ANDREW JACKSON HWY      MINOR ARTERIAL   1217    2    12      0       1900         55          13 227      201       3415 ANDREW JACKSON HWY      MINOR ARTERIAL   3311    2    12      0       1900         50          12 228      202       300     N MAIN ST            MINOR ARTERIAL   1285    1    12      4       1750         40          13 229      202       1873 ANDREW JACKSON HWY      MAJOR ARTERIAL   2783    3    12      0       1750         50          13 230      202       3166 ANDREW JACKSON HWY      MAJOR ARTERIAL   6028    3    12      0       1900         55          13 231      203       204     ANDREW JACKSON HWY   MAJOR ARTERIAL   4702    3    12      0       1750         50          14 232      203       3412 NC 273                  MINOR ARTERIAL   1208    2    12      4       1900         40          13 233      203       3464 ANDREW JACKSON HWY      MAJOR ARTERIAL   667     3    12      0       1750         50          13 234      204       203     ANDREW JACKSON HWY   MAJOR ARTERIAL   4702    3    12      0       1750         50          14 235      204       205     ANDREW JACKSON HWY   MINOR ARTERIAL   2491    2    12      0       1900         50          14 236      205       323     ANDREW JACKSON HWY   MINOR ARTERIAL   1019    2    12      0       1900         50          14 237      205       325     MOORES CHAPEL LOOP   COLLECTOR        598     1    12      4       1700         40          14 238      206       207     ANDREW JACKSON HWY   MINOR ARTERIAL   4121    2    12      2       1900         50          14 239      206       323     ANDREW JACKSON HWY   MINOR ARTERIAL   1841    2    12      4       1900         50          14 Catawba Nuclear Station                              K11                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 240      207       353     SAM WILSON RD             COLLECTOR         4381    1    12      4       1700         40          15 241      207       3384 ANDREW JACKSON HWY           MINOR ARTERIAL    3021    2    12      0       1900         50          15 242      208       209     ANDREW JACKSON HWY        MAJOR ARTERIAL    1360    3    12      0       1900         50          15 I485 ONRAMP FROM ANDREW 243      208       483     JACKSON HWY               FREEWAY RAMP      1645    1    12      8       1700         40          15 244      209       210     ANDREW JACKSON HWY        MINOR ARTERIAL    2110    2    12      0       1900         50          15 I485 ONRAMP FROM ANDREW 245      209       474     JACKSON HWY               FREEWAY RAMP      661     1    12      4       1350         30          15 246      210       211     ANDREW JACKSON HWY        MAJOR ARTERIAL    1903    3    12      0       1900         50          15 247      211       461     ANDREW JACKSON HWY        MAJOR ARTERIAL    2127    3    12      0       1900         50          15 248      212       457     LITTLE ROCK RD            MAJOR ARTERIAL    442     3    12      4       1900         40          16 249      212       1905 ANDREW JACKSON HWY           MAJOR ARTERIAL    2369    3    12      0       1900         50          16 250      213       214     ANDREW JACKSON HWY        MAJOR ARTERIAL    2377    3    12      0       1900         50          16 251      213       1879 BOYER ST                     COLLECTOR         1133    1    12      4       1575         35          16 252      214       215     ANDREW JACKSON HWY        MAJOR ARTERIAL    1829    3    12      0       1900         50          16 253      214       384     MULBERRY CHURCH RD        COLLECTOR         2545    1    12      0       1700         40          16 254      215       370     ALLEGHANY ST              MINOR ARTERIAL    3296    2    12      0       1900         40          16 255      215       1907 ANDREW JACKSON HWY           MAJOR ARTERIAL    734     3    12      0       1900         45          16 256      216       217     ANDREW JACKSON HWY        MAJOR ARTERIAL    526     3    12      4       1900         45          17 257      217       218     ANDREW JACKSON HWY        MAJOR ARTERIAL    1661    3    12      4       1900         45          17 258      218       219     ANDREW JACKSON HWY        MAJOR ARTERIAL    2257    3    12      0       1900         45          17 259      218       401     ASHLEY RD                 COLLECTOR         721     1    12      4       1900         40          17 260      219       218     ANDREW JACKSON HWY        MAJOR ARTERIAL    2257    3    12      0       1900         45          17 261      219       220     ANDREW JACKSON HWY        MAJOR ARTERIAL    1525    3    12      4       1900         45          17 262      220       221     ANDREW JACKSON HWY        MAJOR ARTERIAL    2418    3    12      4       1900         45          17 Catawba Nuclear Station                                   K12                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 263      220       436     W MOREHEAD ST               MINOR ARTERIAL    3188    2    12      4       1900         40          17 264      221       222     ANDREW JACKSON HWY          FREEWAY           977     2    12      8       2250         45          18 265      222       570     ANDREW JACKSON HWY          FREEWAY           725     2    12      8       2250         70          18 266      224       225     I277                       FREEWAY           1059    3    12      8       2250         60          18 267      228        4      I85 ONRAMP FROM US 321    FREEWAY RAMP      1136    1    12      4       1700         45          1 268      228       782     US 321                      MAJOR ARTERIAL    215     3    10      4       1900         45          1 269      229       467     I85 ONRAMP FROM US 321    FREEWAY RAMP      340     1    12      4       1350         30          1 270      229       3366 US 321                         MINOR ARTERIAL    530     2    12      4       1900         40          1 271      230       1521 US 321                         MINOR ARTERIAL    2023    2    12      4       1750         40          1 272      232       230     US 321                      MINOR ARTERIAL    950     2    12      4       1750         40          1 273      233       1492 US 321                         MAJOR ARTERIAL    532     3    12      4       1750         40          1 274      234       235     NC 7                        MINOR ARTERIAL    2923    2    12      4       1900         45          2 275      234       1516 NC 7                           MINOR ARTERIAL    1248    2    12      4       1750         45          2 276      235       3461 NC 7                           MINOR ARTERIAL    808     2    12      4       1750         45          2 277      236       237     NC 7                        MINOR ARTERIAL    968     2    12      4       1900         45          2 278      236       469     I85 ONRAMP FROM NC 7      FREEWAY RAMP      420     1    12      4       1575         35          2 279      237       238     NC 7                        MINOR ARTERIAL    3794    2    12      0       1750         45          2 280      237       468     I85 ONRAMP FROM NC 7      FREEWAY RAMP      390     1    12      4       1575         35          2 281      238       755     NC 279                      MINOR ARTERIAL    535     2    12      0       1750         50          2 282      239       1480 NC 7                           MINOR ARTERIAL    2389    2    12      4       1750         40          3 283      243       244     S MAIN ST                   MINOR ARTERIAL    868     2    12      4       1750         45          3 284      243       471     I85 ONRAMP FROM S MAIN ST FREEWAY RAMP      345     1    12      4       1700         45          3 285      244       243     S MAIN ST                   MAJOR ARTERIAL    868     3    12      4       1750         45          3 286      244       245     S MAIN ST                   MINOR ARTERIAL    1075    2    12      4       1900         40          3 287      244       470     I85 ONRAMP FROM S MAIN ST FREEWAY RAMP      289     1    12      4       1350         30          3 Catawba Nuclear Station                                     K13                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 288      245       244     S MAIN ST                MINOR ARTERIAL    1076    2    12      4       1750         45          3 289      245       877     S MAIN ST                MINOR ARTERIAL    1132    1    12      4       1750         40          4 290      251       197     REDBUD DR                MINOR ARTERIAL    1132    2    12      4       1750         45          11 291      252       251     REDBUD DR                COLLECTOR         2551    1    12      4       1700         45          11 292      253       1488 NC 274                      MINOR ARTERIAL    1122    2    12      4       1750         45          2 293      256        73     I85 ONRAMP FROM NC 279 FREEWAY RAMP      455     1    12      4       1700         45          2 294      256       1831 NC 279                      MINOR ARTERIAL    396     2    12      0       1750         50          2 295      257       256     NC 279                   MINOR ARTERIAL    447     3    12      4       1750         45          2 296      257       259     I85 ONRAMP FROM NC 279 FREEWAY RAMP      518     1    12      4       1700         45          2 297      258       1507 NC 279                      MINOR ARTERIAL    916     2    12      4       1750         40          2 298      259        10     I85                     FREEWAY           3607    3    12     12       2250         70          3 299      259        73     I85                     FREEWAY           1063    3    12     12       2250         70          2 300      259       256     I85 OFFRAMP TO NC 279  FREEWAY RAMP      664     1    12      4       1750         40          2 301      260       197     ANDREW JACKSON HWY       MAJOR ARTERIAL    1989    3    12      0       1750         50          12 302      260       198     ANDREW JACKSON HWY       MAJOR ARTERIAL    984     3    12      0       1750         50          12 303      260       1844 WESTOVER ST                 COLLECTOR         1447    1    12      4       1700         40          4 304      261       260     WESTOVER ST              COLLECTOR         914     1    10      0       1750         45          12 305      263       261     LOWELL BETHESDA RD       COLLECTOR         1418    1    10      0       1750         50          12 306      264       263     LOWELL BETHESDA RD       COLLECTOR         1580    1    10      0       1700         50          12 307      265       264     LOWELL BETHESDA RD       COLLECTOR         1343    1    10      0       1700         50          12 308      265       1073 CRAMERTON RD                COLLECTOR         1911    1    12      4       1700         40          12 309      266       265     LOWELL BETHESDA RD       COLLECTOR         2145    1    10      0       1750         50          12 310      266       1076 TITMAN RD                   COLLECTOR         3915    1    12      4       1700         40          11 311      282       1061 GASTON DAY SCHOOL RD        MINOR ARTERIAL    2391    2    12      4       1750         40          11 312      282       1071 HOFFMAN RD                  MINOR ARTERIAL    3704    2    12      4       1750         40          11 Catawba Nuclear Station                                  K14                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                          No. Lane Shoulder    Flow        Flow Stream Stream                                                     Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 313      283        10     I85                         FREEWAY           1462    3    12     12       2250         70          3 314      283        11     I85                         FREEWAY           8079    3    12     12       2250         70          3 315      283       287     I85 OFFRAMP TO COX RD      FREEWAY RAMP      758     1    12      4       1750         40          3 316      287        10     I85 ONRAMP FROM COX RD     FREEWAY RAMP      794     1    12      4       1700         45          3 317      287       1481 COX RD                          MINOR ARTERIAL    1226    2    12      4       1750         40          3 318      288       283     I85 ONRAMP FROM COX RD     FREEWAY RAMP      646     1    12      4       1700         45          3 319      288       287     COX RD                       MINOR ARTERIAL    463     2    12      4       1750         40          3 320      290        12     I85                         FREEWAY           3243    3    12     12       2250         70          4 321      290        13     I85                         FREEWAY           1838    3    12     12       2250         70          4 I85 OFFRAMP TO MCADENVILLE 322      290       292     RD                           FREEWAY RAMP      1205    1    12      4       1750         40          4 I85 ONRAMP FROM 323      291       290     MCADENVILLE RD               FREEWAY RAMP      552     1    12      4       1700         45          4 324      291       292     MCADENVILLE RD               MINOR ARTERIAL    820     1    12      4       1750         40          4 325      291       3414 MCADENVILLE RD                  COLLECTOR         509     2    12      4       1900         40          4 I85 ONRAMP FROM 326      292        13     MCADENVILLE RD               FREEWAY RAMP      696     1    12      4       1700         45          4 327      292       291     MAIN ST                      MINOR ARTERIAL    820     2    12      4       1750         40          4 328      293       292     MAIN ST                      MINOR ARTERIAL    2089    2    12      4       1750         40          4 329      300       202     N MAIN ST                    MINOR ARTERIAL    1285    2    12      4       1750         40          13 330      300       302     BELMONT MT HOLLY RD          COLLECTOR         1164    1    12      4       1750         40          5 331      300       875     MCADENVILLE RD               COLLECTOR         1246    1    12      4       1750         40          13 332      302       303     BELMONT MT HOLLY RD          COLLECTOR         1987    1    12      0       1750         40          5 I85 ONRAMP FROM BELMONT 333      302       876     MT HOLLY RD                  FREEWAY RAMP      674     1    12      4       1700         40          5 334      303       304     BELMONT MT HOLLY RD          COLLECTOR         3081    1    12      0       1700         40          5 Catawba Nuclear Station                                      K15                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Saturation     Free Up      Down                                                   No. Lane Shoulder    Flow        Flow Stream Stream                                              Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 335      304       1848 BELMONT MT HOLLY RD      COLLECTOR         3384    1    12      0       1700         40          5 336      305       1820 NC 273                   COLLECTOR         798     1    12      4       1700         40          6 337      308       305     NC 273                MINOR ARTERIAL    3329    2    12      0       1750         50          5 338      309       310     NC 273                MINOR ARTERIAL    630     2    12      4       1750         40          13 339      309       3163 NC 273                   MINOR ARTERIAL    1607    2    12      0       1750         50          5 340      309       3413 I85 ONRAMP FROM NC 273 FREEWAY RAMP      578     2    12      4       1900         45          5 341      310       309     NC 273                MINOR ARTERIAL    630     3    12      4       1750         40          13 342      310       3411 I85 ONRAMP FROM NC 273 FREEWAY RAMP      655     2    12      4       1900         45          14 343      311       3156 NC 273                   MINOR ARTERIAL    1293    2    12      4       1750         40          13 344      311       3468 CATAWBA ST               COLLECTOR         1245    1    12      0       1750         40          13 345      312       317     S CENTRAL AVE         COLLECTOR         1517    1    12      0       1750         40          13 346      312       1961 NC 273                   MINOR ARTERIAL    1265    2    12      4       1750         40          13 347      313       312     NC 273                COLLECTOR         1856    1    12      4       1750         40          13 348      314       313     NC 273                COLLECTOR         2144    1    12      4       1700         40          13 349      314       1964 R L STOWE RD             COLLECTOR         2533    1    12      4       1700         40          13 350      315       314     NC 273                COLLECTOR         2850    1    12      4       1750         40          13 351      316       315     NC 273                COLLECTOR         2303    1    12      0       1700         40          23 352      317       1965 N MAIN ST                COLLECTOR         1297    1    12      0       1750         35          13 353      317       1966 N CENTRAL AVE            COLLECTOR         666     1    12      0       1750         40          13 354      318       3158 N MAIN ST                COLLECTOR         767     1    12      0       1750         40          13 355      318       3468 CATAWBA ST               COLLECTOR         606     1    12      0       1750         40          13 356      319       202     N MAIN ST             MINOR ARTERIAL    575     2    12      0       1750         40          13 357      320       321     ARMSTRONG FORD RD     COLLECTOR         4838    1    12      0       1700         40          13 358      321       322     S MAIN ST             COLLECTOR         4268    1    12      4       1750         40          13 359      322       317     S MAIN ST             COLLECTOR         1345    1    12      0       1750         40          13 Catawba Nuclear Station                               K16                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 360      323       206     ANDREW JACKSON HWY          MINOR ARTERIAL    1843    2    12      4       1900         50          14 361      323       325     MOORES CHAPEL LOOP          COLLECTOR         737     1    12      0       1700         40          14 362      324       326     MOORES CHAPEL RD            COLLECTOR         469     1    12      4       1700         40          14 363      325       324     MOORES CHAPEL RD            COLLECTOR         709     1    12      4       1700         40          14 364      326       327     MOORES CHAPEL RD            COLLECTOR         4427    1    12      4       1700         40          14 365      327       328     MOORES CHAPEL RD            COLLECTOR         3071    1    12      4       1700         40          6 366      328       329     MOORES CHAPEL RD            COLLECTOR         1636    1    12      4       1700         40          6 367      329       330     MOORES CHAPEL RD            COLLECTOR         1909    1    12      4       1700         40          7 368      330       331     MOORES CHAPEL RD            COLLECTOR         1694    1    12      4       1700         40          7 369      331       332     MOORES CHAPEL RD            COLLECTOR         2062    1    12      4       1700         40          7 370      332       333     MOORES CHAPEL RD            COLLECTOR         1102    1    12      4       1700         40          7 I485 ONRAMP FROM MOORES 371      333       373     CHAPEL RD                   FREEWAY RAMP      1264    1    12      4       1700         45          7 372      333       3385 MOORES CHAPEL RD               COLLECTOR         847     1    12      4       1700         40          7 I485 ONRAMP FROM MOORES 373      334       3437 CHAPEL RD                      COLLECTOR          74     1    12      4        900         20          7 374      336       207     SAM WILSON RD               COLLECTOR         3076    1    12      0       1900         50          15 375      336       3336 OLD DOWD RD                    COLLECTOR         2293    1    12      4       1700         40          14 376      337       884     US 21                       MAJOR ARTERIAL    1021    3    12      4       1900         40          50 377      337       1998 US 21                          MINOR ARTERIAL    449     2    12      4       1750         40          50 378      337       1999 I77 ONRAMP FROM US 21        FREEWAY RAMP      441     1    12      4       1700         40          50 379      337       3391 I77 ONRAMP FROM US 21        FREEWAY RAMP      604     2    12      4       1900         40          50 I77 ONRAMP FROM DAVE LYLE 380      338       174     BLVD                        FREEWAY RAMP      1506    1    12      4       1700         40          79 381      338       342     DAVE LYLE BLVD              COLLECTOR         1010    2    12      0       1750         40          79 382      338       1267 DAVE LYLE BLVD                 MINOR ARTERIAL    789     2    12      4       1750         40          79 Catawba Nuclear Station                                     K17                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 383      339       456     US 21                       MAJOR ARTERIAL    649     3    12      4       1900         40          67 384      339       1231 US 21                          MAJOR ARTERIAL    538     3    12      4       1750         40          67 385      339       3085 I77 ONRAMP FROM US 21        FREEWAY RAMP      665     1    12      4       1700         40          67 386      340       1213 US 21                          MINOR ARTERIAL    924     2    12      0       1750         40          75 387      340       1312 US 21                          MINOR ARTERIAL    2302    2    12      4       1750         40          75 388      341       342     DAVE LYLE BLVD              MINOR ARTERIAL    642     3    12      0       1750         40          79 389      341       1277 DAVE LYLE BLVD                 MINOR ARTERIAL    1276    2    12      4       1750         40          79 I77 ONRAMP FROM DAVE LYLE 390      342       173     BLVD                        FREEWAY RAMP      1414    1    12      4       1700         40          79 391      342       338     DAVE LYLE BLVD              MINOR ARTERIAL    1010    2    12      0       1750         40          79 392      342       341     DAVE LYLE BLVD              MINOR ARTERIAL    642     2    12      4       1750         40          79 393      343       1897 AIRPORT LOOP RD                COLLECTOR         2937    1    12      0       1350         40          16 394      344       206     DRIVEWAY                    COLLECTOR         341     2    12      4       1900         40          14 395      345       346     LITTLE ROCK RD              MAJOR ARTERIAL     895    3    12      4       1900         40          16 396      345       457     LITTLE ROCK RD              MAJOR ARTERIAL     476    3    12      4       1900         40          16 I85 ONRAMP FROM LITTLE 397      346        24     ROCK RD                     FREEWAY RAMP      2054    1    12      4       1700         45          16 398      346       345     LITTLE ROCK RD              MAJOR ARTERIAL     895    3    12      4       1900         40          16 399      346       347     LITTLE ROCK RD              MINOR ARTERIAL     598    2    12      4       1900         40          16 400      347       346     LITTLE ROCK RD              COLLECTOR          599    2    12      4       1900         40          16 401      347       349     LITTLE ROCK RD              COLLECTOR         1092    2    12      4       1900         40          16 I85 ONRAMP FROM LITTLE 402      347       1884 ROCK RD                        FREEWAY RAMP      166     2    12      4       1900         40          16 403      349       347     LITTLE ROCK RD              MINOR ARTERIAL    1092    2    12      4       1900         40          16 404      349       3386 LITTLE ROCK RD                 COLLECTOR          657    1    12      4       1900         40          16 405      352       1238 DAVE LYLE BLVD OFFRAMP TO     FREEWAY RAMP      1128    1    12      4       1700         40          76 Catawba Nuclear Station                                     K18                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                   No. Lane Shoulder    Flow        Flow Stream Stream                                              Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number ANDERSON RD 406      352       3505    ANDERSON RD S         MINOR ARTERIAL    699     2    12      4       1750         40          76 I85 ONRAMP FROM SAM 407      353        20     WILSON RD             FREEWAY RAMP      2250    1    12      4       1700         45          15 408      353       354     SAM WILSON RD         COLLECTOR         581     1    12      4       1700         40          15 I85 ONRAMP FROM SAM 409      354        19     WILSON RD             FREEWAY RAMP      828     1    12      4       1700         45          15 410      354       355     SAM WILSON RD         COLLECTOR         3437    1    12      4       1700         40          7 411      355       331     SAM WILSON RD         COLLECTOR         2218    1    12      4       1700         40          7 412      363       1586    FREEDOM DR            MINOR ARTERIAL    1039    2    12      4       1900         40          17 413      364       1581    TUCKASEEGEE RD        COLLECTOR         565     1    12      4       1700         40          17 414      365       363     ASHLEY RD             MINOR ARTERIAL    909     2    12      4       1900         40          17 415      365       364     TUCKASEEGEE RD        COLLECTOR         500     1    12      4       1700         40          17 416      366       365     ASHLEY RD             MINOR ARTERIAL    621     2    12      4       1900         40          17 417      367       366     ASHLEY RD             MINOR ARTERIAL    1660    2    12      4       1900         40          17 418      368       367     ALLEGHANY ST          MINOR ARTERIAL    1458    2    12      4       1900         40          17 419      369       368     ALLEGHANY ST          MINOR ARTERIAL    892     2    12      0       1900         40          17 420      370       369     ALLEGHANY ST          MINOR ARTERIAL    911     2    12      0       1900         40          17 421      371       372     I485                 FREEWAY           1645    3    12     12       2250         70          7 422      372       371     I485                 FREEWAY           1645    3    12     12       2250         70          7 423      372       373     I485                 FREEWAY           2074    4    12     12       2250         70          7 424      373       372     I485                 FREEWAY           2074    4    12     12       2250         70          7 425      373       480     I485                 FREEWAY           3840    5    12      8       2250         70          7 426      374       375     I485                 FREEWAY           891     3    12     12       2250         70          15 427      374       480     I485                 FREEWAY           2613    4    12      8       2250         70          15 Catawba Nuclear Station                               K19                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 428      375       374     I485                    FREEWAY           891     3    12     12       2250         70          15 429      375       376     I485                    FREEWAY           1736    3    12     12       2250         70          15 430      376       375     I485                    FREEWAY           1736    3    12     12       2250         70          15 431      376       377     I485                    FREEWAY           2352    3    12     12       2250         70          15 432      377       376     I485                    FREEWAY           2352    3    12     12       2250         70          15 433      377       378     I485                    FREEWAY           2190    3    12     12       2250         70          15 I485 OFFRAMP TO ANDERW 434      378       209     JACKSON HWY              FREEWAY RAMP      2442    1    12      4       1900         40          15 435      378       377     I485                    FREEWAY           2190    3    12     12       2250         70          15 436      378       379     I485                    FREEWAY           2708    5    12      8       2250         70          15 437      378       473     I485 ACCESS RD          FREEWAY           1205    2    12     12       2250         70          15 438      379       378     I485                    FREEWAY           2708    4    12     12       2250         70          15 439      379       380     I485                    FREEWAY           1765    4    12     12       2250         70          15 440      380       379     I485                    FREEWAY           1765    3    12     12       2250         70          15 441      380       381     I485                    FREEWAY           5525    3    12     12       2250         70          25 442      381       380     I485                    FREEWAY           5525    3    12     12       2250         70          25 443      381       3172 I485                       FREEWAY           4609    3    12     12       2250         70          25 I85 ONRAMP FROM BILLY 444      383        27     GRAHAM PKWY              FREEWAY RAMP      1815    1    12      4       1700         30          16 445      384       1881 BILLY GRAHAM PKWY           MAJOR ARTERIAL    758     3    12     10       1900         40          16 446      385       214     BOYER ST                 COLLECTOR         2149    1    12      0       1700         40          16 447      385       384     BILLY GRAHAM PKWY        MINOR ARTERIAL    2300    2    12     10       1900         40          16 448      386       1894 MORRIS FIELD DR             COLLECTOR         423     1    12      4       1900         40          26 449      386       1896 BILLY GRAHAM PKWY           MINOR ARTERIAL    2107    2    12     10       1900         40          26 450      387       386     BILLY GRAHAM PKWY        MINOR ARTERIAL    3542    2    12     10       1900         40          26 Catawba Nuclear Station                                  K20                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                        No. Lane Shoulder    Flow        Flow Stream Stream                                                   Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 451      387       388     BILLY GRAHAM PKWY          MINOR ARTERIAL    3476    2    12     10       1900         40          26 452      387       415     NC 160                     MINOR ARTERIAL    4385    2    12      0       1900         40          26 453      388       387     BILLY GRAHAM PKWY          MINOR ARTERIAL    3472    2    12     10       1900         40          26 454      388       389     BILLY GRAHAM PKWY          MINOR ARTERIAL    1225    2    12     10       1900         40          26 BILLY GRAHAM PKWY OFFRAMP 455      388       944     TO W TYVOLA RD             FREEWAY RAMP      1480    1    12      4       1900         40          26 456      389       388     BILLY GRAHAM PKWY          MINOR ARTERIAL    1225    2    12     10       1900         40          26 457      389       390     BILLY GRAHAM PKWY          MINOR ARTERIAL    992     2    12     10       1900         40          26 458      390       389     BILLY GRAHAM PKWY          MINOR ARTERIAL    992     2    12     10       1900         40          26 459      390       391     BILLY GRAHAM PKWY          MINOR ARTERIAL    3846    2    12     10       1900         40          26 BILLY GRAHAM PKWY OFFRAMP 460      390       1661 TO W TYVOLA RD                FREEWAY RAMP      1361    1    12      4       1700         40          26 461      391       390     BILLY GRAHAM PKWY          MINOR ARTERIAL    3838    2    12     10       1900         40          26 462      391       392     BILLY GRAHAM PKWY          MINOR ARTERIAL    2144    2    12     10       1900         40          27 463      392       391     BILLY GRAHAM PKWY          MINOR ARTERIAL    2144    2    12     10       1900         40          27 464      392       393     BILLY GRAHAM PKWY          MINOR ARTERIAL    3032    2    12     10       1900         40          36 465      393       392     BILLY GRAHAM PKWY          MINOR ARTERIAL    3029    2    12     10       1900         40          36 466      393       394     BILLY GRAHAM PKWY          MINOR ARTERIAL    356     2    12      4       1900         40          36 467      393       586     NC 49                      MINOR ARTERIAL    303     2    12      0       1900         45          36 I77 ONRAMP FROM BILLY 468      394       145     GRAHAM PKWY                FREEWAY RAMP      1466    1    12      4       1700         40          36 469      394       393     BILLY GRAHAM PKWY          MINOR ARTERIAL    356     2    12      4       1900         40          36 470      394       395     BILLY GRAHAM PKWY          MINOR ARTERIAL    407     2    12      4       1900         40          36 NC 49 RAMP FROM BILLY 471      394       586     GRAHAM PKWY                FREEWAY RAMP      401     1    12      4       1700         40          36 472      395       394     BILLY GRAHAM PKWY          MINOR ARTERIAL    407     2    12      4       1900         40          36 Catawba Nuclear Station                                    K21                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 473      395       1916 BILLY GRAHAM PKWY           MINOR ARTERIAL    358     2    12      4       1900         40          36 474      396       1916 BILLY GRAHAM PKWY           MINOR ARTERIAL    212     2    12      4       1900         40          36 475      396       1918 E WOODLAWN RD               MINOR ARTERIAL    584     2    12      4       1900         40          36 476      397       1685 E WOODLAWN RD               MINOR ARTERIAL    5075    2    12      4       1900         40          37 477      397       1687 US 521                      MINOR ARTERIAL    4507    2    12      4       1900         45          36 478      397       1689 E WOODLAWN RD               COLLECTOR         1472    2    12      0       1900         40          36 479      400       367     ASHLEY RD                MINOR ARTERIAL    737     2    12      4       1900         40          17 480      401       400     ASHLEY RD                COLLECTOR         4249    1    12      4       1700         40          17 481      411       412     NC 160                   COLLECTOR         2060    1    12      4       1900         40          26 482      412       413     NC 160                   COLLECTOR         2248    1    12      4       1700         40          26 483      413       387     NC 160                   MINOR ARTERIAL    3261    2    12      4       1900         40          26 484      414       411     NC 160                   COLLECTOR         3884    1    12      4       1700         40          25 485      414       639     NC 160                   COLLECTOR         1818    1    12      4       1900         45          25 486      415       416     NC 160                   MINOR ARTERIAL    1496    2    12      0       1900         40          27 487      415       947     OLD STEELE CREEK RD      COLLECTOR         3994    1    12      4       1700         40          27 488      416       1914 NC 160                      MINOR ARTERIAL    1449    2    12      0       1900         40          27 489      417       425     DONALD ROSE RD           COLLECTOR         922     1    12      0       1700         40          27 490      417       3149 NC 160                      MINOR ARTERIAL    1326    2    12      4       1900         50          27 491      418       219     REMOUNT RD               COLLECTOR         2810    1    12      4       1700         40          27 492      418       419     NC 160                   MINOR ARTERIAL    1284    2    12      4       1900         40          27 493      419       420     NC 160                   MINOR ARTERIAL    1337    2    12      4       1900         40          27 494      420       421     NC 160                   MINOR ARTERIAL    567     2    12      4       1900         40          27 495      421       422     NC 160                   MINOR ARTERIAL    699     2    12      4       1900         40          27 496      422       135     I77 ONRAMP FROM NC 160 FREEWAY RAMP      750     1    12      4       1700         40          27 497      424       217     DONALD ROSE RD           COLLECTOR         1997    1    12      4       1575         35          17 Catawba Nuclear Station                                  K22                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 498      425       424     DONALD ROSE RD              COLLECTOR         1600    1    12      0       1700         40          27 499      426       417     CLANTON RD                  COLLECTOR         2782    1    12      0       1900         40          27 500      426       427     CLANTON RD                  COLLECTOR         2688    1    12      0       1575         35          27 501      427       426     CLANTON RD                  COLLECTOR         2663    1    12      0       1575         35          27 502      427       1780 CLANTON RD                     MINOR ARTERIAL    450     2    12      0       1900         40          27 I77 ONRAMP FROM CLANTON 503      428       140     RD                          FREEWAY RAMP      909     1    12      4       1700         40          27 504      428       429     CLANTON RD                  MINOR ARTERIAL    537     2    12      4       1900         40          27 505      428       1780 CLANTON RD                     MINOR ARTERIAL    911     2    12      4       1900         40          27 I77 ONRAMP FROM CLANTON 506      429       139     RD                          FREEWAY RAMP      1065    1    12      4       1700         40          27 507      429       428     CLANTON RD                  MINOR ARTERIAL    537     2    12      4       1900         40          27 508      429       430     CLANTON RD                  MINOR ARTERIAL    1556    2    12      4       1900         40          27 509      430       429     CLANTON RD                  MINOR ARTERIAL    1556    2    12      4       1900         40          27 510      430       594     CLANTON RD                  COLLECTOR         1458    1    12      4       1900         40          27 511      430       1777 NC 49                          MINOR ARTERIAL    1995    2    12      4       1900         45          27 512      431       418     REMOUNT RD                  COLLECTOR         1708    1    12      4       1900         40          27 513      431       421     BARRINGER DR                COLLECTOR         2142    1    12      4       1900         40          27 514      432       138     I77 OFFRAMP TO REMOUNT RD FREEWAY RAMP      785     1    12      4       1700         40          27 515      432       431     REMOUNT RD                  MINOR ARTERIAL    1447    2    12      4       1900         40          27 516      432       433     REMOUNT RD                  MINOR ARTERIAL    2538    2    12      4       1900         40          27 517      433       432     REMOUNT RD                  MINOR ARTERIAL    2534    2    12      4       1900         40          27 518      433       434     REMOUNT RD                  COLLECTOR         273     1    12      4       1900         40          27 519      434       433     REMOUNT RD                  COLLECTOR         273     2    12      4       1900         40          27 520      434       1774 REMOUNT RD                     COLLECTOR         1707    1    12      4       1900         40          28 Catawba Nuclear Station                                     K23                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 521      434       3439 NC 49                       MINOR ARTERIAL    2170    2    12      0       1900         40          28 522      436       220     W MOREHEAD ST            MINOR ARTERIAL    3204    2    12      4       1900         40          17 523      436       437     W MOREHEAD ST            MINOR ARTERIAL    972     2    12      4       1900         40          18 524      437       568     W MOREHEAD ST            COLLECTOR         1473    1    12      4       1900         70          18 525      451       300     WALMART DRIVEWAY         COLLECTOR         409     1    12      4       1750         30          13 526      452       1457 N MAIN ST                   COLLECTOR         532     1    12      0        850         40          4 527      453       454     CATAWBA ST               COLLECTOR         1647    1    12      0       1575         35          14 528      453       3155 CATAWBA ST                  COLLECTOR         2428    1    12      4       1700         40          14 529      454       204     CATAWBA ST               COLLECTOR         1714    1    12      0       1750         35          14 530      454       453     CATAWBA ST               COLLECTOR         1647    1    12      0       1750         40          14 531      455       204     HAZELINE AVE             COLLECTOR         1150    1    12      4       1750         35          14 532      456       339     US 21                    MINOR ARTERIAL    649     3    12      4       1750         40          67 533      456       776     US 21                    MAJOR ARTERIAL    636     3    12      4       1750         40          67 534      456       3084 I77 ONRAMP FROM US 21     FREEWAY RAMP      604     1    12      4       1700         40          67 535      457       212     LITTLE ROCK RD           MINOR ARTERIAL    442     2    12      4       1900         40          16 536      457       345     LITTLE ROCK RD           MAJOR ARTERIAL    476     3    12      4       1900         40          16 537      458       345     LITTLE ROCK RD           COLLECTOR         551     2    12      4       1900         40          16 538      459       461     BARRY DR                 COLLECTOR         1189    1    12      4       1900         30          15 539      460       461     BARRY DR                 COLLECTOR         256     1    12      4       1900         30          15 540      461       212     ANDREW JACKSON HWY       MAJOR ARTERIAL    1960    3    12      0       1900         50          16 541      464        9      I85                     FREEWAY           830     3    12     12       2250         70          2 542      464       465     I85                     FREEWAY           673     3    12     12       2250         70          2 543      465        73     I85                     FREEWAY           2415    4    12     12       2250         70          2 544      465       464     I85                     FREEWAY           673     3    12     12       2250         70          2 545      467        5      I85 ONRAMP FROM US 321 FREEWAY RAMP      256     1    12      4       1350         30          1 Catawba Nuclear Station                                  K24                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 546      468        9      I85 ONRAMP FROM NC 7      FREEWAY RAMP      926     1    12      4       1575         35          2 547      469       465     I85 ONRAMP FROM NC 7      FREEWAY RAMP      552     1    12      4       1575         35          2 548      470        11     I85 ONRAMP FROM S MAIN ST FREEWAY RAMP      551     1    12      4       1350         30          3 549      470       244     I85 OFFRAMP TO S MAIN ST  FREEWAY RAMP      289     1    12      4       1750         30          3 550      471        12     I85 ONRAMP FROM S MAIN ST FREEWAY RAMP      971     1    12      4       1700         45          4 551      471       243     I85 OFFRAMP TO S MAIN ST  FREEWAY RAMP      343     1    12      4       1750         30          3 552      472       293     MAIN ST                     COLLECTOR         1642    1    12      4       1700         40          4 553      472       1445 HICKORY GROVE RD               COLLECTOR         1152    1    12      4       1750         40           4 554      473       475     I485 ACCESS RD             FREEWAY           779     2    12      8       2250         70          15 I485 ONRAMP FROM ANDREW 555      474       475     JACKSON HWY                 FREEWAY RAMP      318     1    12      4       1350         30          15 556      475       476     I485                       FREEWAY           2863    3    12      8       2250         70          15 I485 OFFRAMP TO ANDERW 557      476        22     JACKSON HWY                 FREEWAY RAMP      1196    1    12      4       1700         45          15 558      476       477     I85 ONRAMP FROM I485     FREEWAY RAMP      1558    2    12      8       1900         45          15 559      477       374     I485 ONRAMP               FREEWAY RAMP      891     1    12      4       1700         45          15 560      477       485     I85 ONRAMP FROM I485     FREEWAY RAMP      1397    2    12      8       1900         45          15 561      479       484     I485 ONRAMP FROM I85     FREEWAY RAMP      508     1    12      4       1350         30          15 562      480       373     I485                       FREEWAY           3840    4    12     12       2250         70          7 563      480       374     I485                       FREEWAY           2613    3    12     12       2250         70          15 564      480       482     I485                       FREEWAY           2066    2    12      8       2250         70          15 565      482       484     I485                       FREEWAY           1260    2    12      8       2250         70          15 566      482       485     I85 ONRAMP FROM I485     FREEWAY RAMP      1249    1    12      4       1700         65          15 567      483       378     I 485 ACCESS RD             FREEWAY RAMP      1008    2    12      4       1900         70          15 568      484       904     I485                       FREEWAY           897     2    12      8       2250         70          15 Catawba Nuclear Station                                     K25                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 569      485       3170 I85 ONRAMP FROM I485    FREEWAY RAMP      594     2    12      8       1900         65          15 570      488       228     I85 OFFRAMP TO US 321 FREEWAY RAMP      351     3    12      4       1750         30          1 571      489       3219 SC 55                      COLLECTOR         599     1    12      0       1700         45          30 572      489       3290 US 321                     MINOR ARTERIAL    3431    2    12      0       1900         45          30 573      490       491     US 321                  MINOR ARTERIAL    4360    2    12      0       1900         60          31 574      491       492     US 321                  MINOR ARTERIAL    4716    2    12      4       1750         50          31 575      492       493     US 321                  MINOR ARTERIAL    2792    2    12      4       1900         40          31 576      492       1550 FERGUSON RIDGE RD          COLLECTOR         1957    1    12      4       1700         40          31 577      493       494     US 321                  MINOR ARTERIAL    4328    2    12      4       1900         40          31 578      494       495     US 321                  MINOR ARTERIAL    3197    2    12      4       1900         40          31 579      495       496     US 321                  MINOR ARTERIAL    1298    2    12      4       1900         40          19 580      496       497     US 321                  MINOR ARTERIAL    1854    2    12      4       1900         40          19 581      497       1538 CRAWFORD RD                COLLECTOR         2664    1    12      4       1700         40          19 582      497       1800 US 321                     MINOR ARTERIAL    1333    2    12      4       1750         40          19 583      498       499     US 321                  MINOR ARTERIAL    2596    2    12      4       1750         40          19 584      499       500     US 321                  MINOR ARTERIAL    2293    2    12      0       1750         60          19 585      499       1048 CROWDERS CREED RD          COLLECTOR         2296    1    12      4       1700         50          19 586      500       501     US 321                  MINOR ARTERIAL    2938    2    12      0       1750         60          19 587      500       1050 STAGECOACH RD              COLLECTOR         1647    1    12      4       1700         40          19 588      501       502     US 321                  MINOR ARTERIAL    1433    2    12      0       1900         60          19 589      502       503     US 321                  MINOR ARTERIAL    1850    2    12      0       1750         55          9 590      503       504     US 321                  MINOR ARTERIAL    4536    2    12      0       1750         40          9 591      503       1054 DAVIS PARK RD              COLLECTOR         1953    1    12      4       1700         40          9 592      504       505     US 321                  MINOR ARTERIAL    1832    2    12      0       1750         40          9 593      504       1058 W HUDSON BLVD              MINOR ARTERIAL    1906    2    12      4       1900         40          9 Catawba Nuclear Station                                 K26                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 594      505       506     US 321              MINOR ARTERIAL   1520    2    12      0       1750         40          9 595      506       507     US 321              MINOR ARTERIAL   2547    2    10      0       1750         40          9 596      507       508     US 321              MINOR ARTERIAL   1867    2    10      0       1750         40          9 597      508       233     US 321              MINOR ARTERIAL   2178    2    12      4       1750         40          1 598      509       3369 SC 161                 COLLECTOR        457     1    10      0       1700         45          45 599      509       3370 US 321                 MINOR ARTERIAL   540     2    12      0       1900         45          45 600      510       511     US 321              MINOR ARTERIAL   3046    2    12      4       1750         45          61 601      510       3370 US 321                 MINOR ARTERIAL   4610    2    12      0       1900         45          45 602      511       510     US 321              MINOR ARTERIAL   3046    2    12      4       1900         45          61 603      511       512     US 321              MINOR ARTERIAL   1248    2    12      4       1900         45          61 604      511       3554 SC 5                   MINOR ARTERIAL   4341    2    12      0       1750         45          61 605      512       511     US 321              MINOR ARTERIAL   1248    2    12      0       1750         45          61 606      512       513     US 321              COLLECTOR        6097    1    12      0       1750         55          61 607      513       809     SC 161              COLLECTOR        3263    1    12      0       1700         45          61 608      513       3558 US 321                 COLLECTOR        2051    1    12      0       1750         40          61 609      514       515     US 321              COLLECTOR        2318    1    12      4       1700         40          61 610      514       697     SC 49               COLLECTOR        3386    1    12      0       1700         45          61 611      514       3558 US 321                 COLLECTOR        2325    1    12      4       1700         40          61 612      515       514     US 321              COLLECTOR        2318    1    12      4       1750         40          61 613      515       3330 US 321                 COLLECTOR        1825    1    12      4       1700         60          61 614      516       517     US 321              COLLECTOR        4376    1    12      0       1700         60          61 615      516       3330 US 321                 COLLECTOR        4560    1    12      4       1700         60          61 616      517       518     US 321              COLLECTOR        4382    1    12      0       1700         60          61 617      517       3237 STATE HWY 170          COLLECTOR        7267    1    12      2       1700         45          61 618      518       517     US 321              COLLECTOR        4383    1    12      0       1700         60          61 Catawba Nuclear Station                             K27                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                   No. Lane Shoulder    Flow        Flow Stream Stream                                              Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 619      518       520     US 321                COLLECTOR         5741    1    12      0       1700         60          72 620      520       518     US 321                COLLECTOR         5715    1    12      0       1700         60          72 621      520       521     US 321                COLLECTOR         3507    1    12      0       1700         60          72 622      521       520     US 321                COLLECTOR         3515    1    12      0       1700         60          72 623      521       522     US 321                COLLECTOR         2990    1    12      0       1700         60          72 624      522       521     US 321                COLLECTOR         2990    1    12      0       1700         60          72 625      522       523     US 321                COLLECTOR         1701    1    12      0       1700         60          73 626      523       522     US 321                COLLECTOR         1684    1    12      0       1700         60          73 627      523       524     US 321                COLLECTOR         5425    1    12      0       1700         60          73 628      524       525     US 321                COLLECTOR         5094    1    12      0       1700         60          73 629      525       526     US 321                COLLECTOR         7052    1    12      0       1750         60          72 630      526       527     US 321                COLLECTOR         573     1    12      0       1700         45          82 631      527       3343 US 321                   COLLECTOR         2671    1    12      0       1700         50          82 632      527       3344 SR 322                   COLLECTOR         3856    1    12      0       1700         50          82 633      528       3298 US 321                   COLLECTOR         2735    1    12      0       1700         45          45 634      529       530     US 321                MINOR ARTERIAL    3135    2    12      4       1900         45          45 635      529       3416 US 321                   MINOR ARTERIAL    2130    2    12      0       1900         45          45 636      530       531     US 321                COLLECTOR         3354    1    12      4       1700         45          45 637      531       532     US 321                COLLECTOR         3758    1    12      4       1700         45          45 638      532       1765 STATE RD S46150        COLLECTOR         7798    1    12      0       1700         40          45 639      532       3291 US 321                   COLLECTOR         1027    1    12      4       1700         45          45 640      533       489     US 321                MINOR ARTERIAL    1574    2    12      4       1750         45          30 641      534       551     I485                 FREEWAY           1701    3    12     12       2250         70          51 642      534       567     I485                 FREEWAY           859     3    12     12       2250         70          51 643      534       1435 I485 OFFRAMP TO US 521 FREEWAY RAMP      698     1    12      4       1700         40          51 Catawba Nuclear Station                               K28                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 644      535       551     I485                    FREEWAY           2022    3    12     12       2250         70          51 645      535       842     I485 OFFRAMP TO NC 51  FREEWAY RAMP      1837    1    12      4       1900         40          51 646      535       1431 I485                       FREEWAY           1170    3    12      4       2250         70          51 647      536       537     I485                    FREEWAY           1199    3    12     12       2250         70          51 648      536       1430 I485 OFFRAMP TO NC 51     FREEWAY RAMP      386     1    12      4       1700         40          51 649      536       1431 I485                       FREEWAY           665     3    12      4       2250         70          51 650      537       536     I485                    FREEWAY           1199    3    12     12       2250         70          51 651      537       538     I485                    FREEWAY           5317    3    12     12       2250         70          51 652      537       844     I485 OFFRAMP TO NC 51  FREEWAY RAMP      1893    1    12      4       1900         40          51 653      538       537     I485                    FREEWAY           5307    4    12     12       2250         70          51 654      538       539     I485                    FREEWAY           5776    3    12     12       2250         70          57 655      539       538     I485                    FREEWAY           5767    4    12     12       2250         70          57 656      539       540     I485                    FREEWAY           1140    3    12     12       2250         70          57 657      539       662     I485 OFFRAMP TO US 521 FREEWAY RAMP      1307    1    12      4       1900         40          57 658      540       539     I485                    FREEWAY           1140    3    12     12       2250         70          57 659      540       541     I485                    FREEWAY           1372    3    12     12       2250         70          57 660      541       540     I485                    FREEWAY           1372    3    12     12       2250         70          57 661      541       550     I485                    FREEWAY           2800    3    12     12       2250         70          57 662      542       543     I485                    FREEWAY           1227    2    12     12       2250         70          58 663      542       550     I485                    FREEWAY           3940    2    12     12       2250         70          58 664      542       837     I485 OFFRAMP TO REA RD FREEWAY RAMP      1498    1    12      4       1900         40          58 665      543       542     I485                    FREEWAY           1227    2    12     12       2250         70          58 666      543       544     I485                    FREEWAY           1157    2    12     12       2250         70          58 667      544       543     I485                    FREEWAY           1157    2    12     12       2250         70          58 668      544       545     I485                    FREEWAY           3102    2    12     12       2250         70          58 Catawba Nuclear Station                                  K29                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 669      544       838     I485 OFFRAMP TO REA RD FREEWAY RAMP      1489    2    12      4       1900         40          58 670      545       544     I485                    FREEWAY           3102    2    12     12       2250         70          58 671      545       546     I485                    FREEWAY           8665    2    12     12       2250         70          59 672      546       545     I485                    FREEWAY           8665    2    12     12       2250         70          59 673      546       547     I485                    FREEWAY           908     2    12     12       2250         70          59 674      546       3518 I485 OFFRAMP TO NC 16     FREEWAY RAMP      1216    1    12      4       1900         40          59 675      547       546     I485                    FREEWAY           908     2    12     12       2250         70          59 676      547       548     I485                    FREEWAY           1021    2    12     12       2250         70          59 677      548       547     I485                    FREEWAY           1021    2    12     12       2250         70          59 678      548       549     I485                    FREEWAY           2927    2    12     12       2250         70          59 679      548       1160 I485 OFFRAMP TO NC 16     FREEWAY RAMP      1055    1    12      4       1900         40          59 680      549       548     I485                    FREEWAY           2924    2    12     12       2250         70          59 681      550       541     I485                    FREEWAY           2802    3    12     12       2250         70          57 682      550       542     I485                    FREEWAY           3946    2    12     12       2250         70          58 683      551       534     I485                    FREEWAY           1703    3    12     12       2250         70          51 684      551       535     I485                    FREEWAY           2020    3    12     12       2250         70          51 685      551       1432 I485 OFFRAMP TO US 521    FREEWAY RAMP      1276    1    12      4       1700         40          51 686      552       553     I485                    FREEWAY           2209    3    12     12       2250         70          34 687      552       3171 I485                       FREEWAY           4666    3    12     12       2250         70          34 688      553       552     I485                    FREEWAY           2209    3    12     12       2250         70          34 689      553       554     I485                    FREEWAY           1165    3    12     12       2250         70          34 690      554       553     I485                    FREEWAY           1165    3    12     12       2250         70          34 691      554       555     I485                    FREEWAY           1416    3    12     12       2250         70          34 692      555       554     I485                    FREEWAY           1416    3    12     12       2250         70          34 693      555       556     I485                    FREEWAY           1805    4    12     12       2250         70          34 Catawba Nuclear Station                                  K30                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 694      556       555     I485                   FREEWAY           1805    4    12     12       2250         70          34 695      556       557     I485                   FREEWAY           3213    4    12     12       2250         70          34 696      557       556     I485                   FREEWAY           3220    4    12     12       2250         70          34 697      557       558     I485                   FREEWAY           2172    3    12     12       2250         70          34 I485 OFFRAMP TO W 698      557       887     ARROWHEAD RD            FREEWAY RAMP      1278    1    12      4       1900         40          34 699      558       557     I485                   FREEWAY           2171    3    12     12       2250         70          34 700      558       559     I485                   FREEWAY           4359    4    12     12       2250         70          35 I485 OFFRAMP TO W 701      558       886     ARROWHEAD RD            FREEWAY RAMP      1000    1    12      4       1900         40          34 702      559       558     I485                   FREEWAY           4349    4    12     12       2250         70          35 703      559       560     I485                   FREEWAY           1357    3    12     12       2250         70          40 704      559       578     I485 OFFRAMP TO NC 49 FREEWAY RAMP      1412    1    12      4       1900         40          40 705      560       559     I485                   FREEWAY           1357    3    12     12       2250         70          40 706      560       561     I485                   FREEWAY           1136    3    12     12       2250         70          40 707      561       560     I485                   FREEWAY           1136    3    12     12       2250         70          40 708      561       562     I485                   FREEWAY           2624    4    12     12       2250         70          40 709      561       580     I485 OFFRAMP TO NC 49 FREEWAY RAMP      1178    1    12      4       1900         40          40 710      562       561     I485                   FREEWAY           2624    4    12     12       2250         70          40 711      562       563     I485                   FREEWAY           2044    3    12     12       2250         70          40 712      563       562     I485                   FREEWAY           2044    4    12     12       2250         70          40 713      563       564     I485                   FREEWAY           2050    3    12     12       2250         70          40 714      563       932     I77 ONRAMP FROM I485 FREEWAY RAMP      1214    2    12      4       1900         65          40 715      564       563     I485                   FREEWAY           2050    3    12     12       2250         70          40 716      564       927     I485                   FREEWAY           928     3    12      4       2250         70          40 Catawba Nuclear Station                                 K31                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 717      565       566     I485                    FREEWAY           4174    4    12     12       2250         70          41 718      565       913     I77 ONRAMP FROM I485  FREEWAY RAMP      2589    3    12      4       1900         40          40 719      565       927     I485                    FREEWAY           1958    3    12     12       2250         70          40 720      566       565     I485                    FREEWAY           4175    4    12     12       2250         70          41 721      566       567     I485                    FREEWAY           5912    4    12     12       2250         70          41 722      567       534     I485                    FREEWAY           859     3    12     12       2250         70          51 723      567       566     I485                    FREEWAY           5912    4    12     12       2250         70          41 724      567       846     I485 OFFRAMP TO US 521 FREEWAY RAMP      1057    1    12      4       1700         40          51 725      568       569     W MOREHEAD ST            COLLECTOR         705     1    12      4       1900         70          18 I77 ONRAMP FROM W 726      569       131     MOREHEAD ST              FREEWAY RAMP      679     1    12     12       1700         50          18 727      570       224     ANDREW JACKSON HWY       FREEWAY           889     2    12      8       2250         70          18 I77 ONRAMP FROM ANDREW 728      570       1913 JACKSON HWY                 COLLECTOR         423     1    12      4       1700         40          18 729      571       572     NC 49                    MINOR ARTERIAL    4264    2    12      0       1750         60          48 730      571       3466 NC 49                       COLLECTOR         2589    2    12      0       1750         40          33 731      572       3215 NC 49                       MINOR ARTERIAL    1884    2    12      0       1750         60          48 732      573       574     NC 49                    MINOR ARTERIAL    3598    2    12      0       1900         60          48 733      574       949     SHOPTON RD               COLLECTOR         6605    1    12      4       1350         30          48 734      574       3040 NC 49                       COLLECTOR         4037    2    12      4       1750         55          48 735      575       625     NC 160                   COLLECTOR         1402    1    12      4       1700         45          48 736      575       3036 NC 49                       MINOR ARTERIAL    1181    2    12      4       1750         45          48 737      576       600     NC 49                    MINOR ARTERIAL    3684    2    12      0       1900         45          39 738      576       1983 CAROWINDS BLVD              MINOR ARTERIAL    1935    2    12      4       1900         55          39 739      577       917     WESTINGHOUSE BLVD        MINOR ARTERIAL    2873    2    12      4       1900         40          40 Catawba Nuclear Station                                  K32                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 740      577       1981 NC 49                       MINOR ARTERIAL    988     2    12      4       1750         45          40 741      578       561     I485 ONRAMP FROM NC 49 FREEWAY RAMP      1334    1    12      4       1700         40          40 742      578       579     NC 49                    MINOR ARTERIAL    497     2    12      0       1900         45          40 743      579       580     NC 49                    MINOR ARTERIAL    513     2    12      0       1900         45          40 744      580       559     I485 ONRAMP FROM NC 49 FREEWAY RAMP      1461    1    12      4       1700         40          40 745      580       1975 NC 49                       MINOR ARTERIAL    887     2    12      4       1750         45          40 746      581       3284 NC 49                       MINOR ARTERIAL    2040    2    12      0       1900         45          35 747      581       3348 W ARROWOOD RD               MINOR ARTERIAL    2870    2    12      4       1900         45          35 748      582       583     NC 49                    MINOR ARTERIAL    1884    2    12      0       1900         45          35 749      582       3410 BEAM RD                     COLLECTOR         446     2    12      4       1900         40          35 750      583       584     NC 49                    MINOR ARTERIAL    4212    2    12      0       1900         45          35 751      584       585     NC 49                    MINOR ARTERIAL    5207    2    12      0       1900         45          36 752      584       1035 W TYVOLA RD                 MINOR ARTERIAL    2122    2    12      4       1900         45          36 753      585       393     NC 49                    MINOR ARTERIAL    863     2    12      0       1900         45          36 754      586       393     NC 49                    MINOR ARTERIAL    303     2    12      4       1900         40          36 755      586       1038 NC 49                       MAJOR ARTERIAL    499     3    12      4       1900         45          36 756      587       588     NC 49                    MINOR ARTERIAL    505     2    12      0       1900         45          27 757      587       1037 I77 ONRAMP FROM NC 49     FREEWAY RAMP      585     1    12      4       1350         30          36 758      587       1038 NC 49                       MINOR ARTERIAL    328     2    12      4       1900         40          36 759      588       430     NC 49                    MINOR ARTERIAL    4978    2    12      0       1900         45          27 760      588       587     NC 49                    MINOR ARTERIAL    505     2    12      4       1900         40          27 761      594       430     CLANTON RD               COLLECTOR         1458    1    12      4       1900         45          27 762      594       1772 US 521                      MINOR ARTERIAL    2334    2    12      4       1900         40          27 763      595       596     NC 49                    COLLECTOR         2071    2    12      0       1900         40          33 764      596       597     NC 49                    COLLECTOR         1632    2    12      0       1900         40          33 Catawba Nuclear Station                                  K33                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 765      597       598     NC 49               MINOR ARTERIAL   2469    2    12      0       1750         50          33 766      598       1557 NC 49                  MINOR ARTERIAL   2999    2    12      4       1750         50          32 767      599       3193 HWY 557                MINOR ARTERIAL   1064    2    12      4       1750         40          32 768      599       3198 SC 274                 MINOR ARTERIAL   723     2    12      0       1750         45          32 769      600       577     NC 49               MINOR ARTERIAL   3144    2    12      0       1750         45          40 770      601       1988 NC 49                  MINOR ARTERIAL   3134    2    12      4       1900         45          39 771      601       1992 CHOATE CIR             COLLECTOR        3973    1    12      4       1700         40          49 772      602       603     SC 160              COLLECTOR        2540    1    12      0       1700         45          68 773      602       1144 US 21                  COLLECTOR        4551    1    12      4       1750         55          68 774      602       1145 SC 160                 MINOR ARTERIAL   1989    2    12      0       1750         40          68 775      602       1146 US 21                  COLLECTOR        8525    1    12      4       1700         55          54 776      603       602     SC 160              COLLECTOR        2539    1    12      0       1750         45          68 777      603       604     SC 160              COLLECTOR        1394    1    12      0       1700         45          68 778      604       603     SC 160              COLLECTOR        1394    1    12      0       1700         45          68 779      604       1140 SC 160                 COLLECTOR        1013    1    12      0       1750         45          68 780      605       1137 SC 160                 COLLECTOR        856     1    12      4       1750         25          68 781      606       1117 SC 160                 COLLECTOR        1635    1    12      0       1750         45          68 782      607       608     SC 160              COLLECTOR        3920    1    12      0       1750         50          68 783      607       1115 SPRINGFIELD PKWY       COLLECTOR        4471    1    12      4       1750         30          68 784      608       609     SC 160              COLLECTOR        3384    1    12      0       1700         50          69 785      609       610     SC 160              COLLECTOR        2098    1    12      0       1750         50          69 786      609       3243 BARBERVILLE RD         COLLECTOR        3355    1    12      0       1700         40          69 787      610       611     SC 160              COLLECTOR        4759    1    12      0       1700         50          69 788      611       612     SC 160              COLLECTOR        5010    1    12      0       1750         50          69 789      612       640     US 521              MINOR ARTERIAL   2479    2    12      0       1750         45          69 Catawba Nuclear Station                             K34                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 790      612       658     US 521                   MINOR ARTERIAL    7649    2    12      2       1900         50          69 791      613       620     SC 160                   COLLECTOR         2085    1    12      4       1700         40          48 792      613       1099 SC 98                       MINOR ARTERIAL    3601    2    12      4       1900         45          48 793      613       3189 SC 160                      MINOR ARTERIAL    2904    2    12      0       1750         45          48 794      614       615     SC 160                   MINOR ARTERIAL    1172    2    12      0       1750         45          48 795      614       3189 SC 160                      MINOR ARTERIAL    1743    2    12      4       1750         45          48 796      615       614     SC 160                   MINOR ARTERIAL    1164    2    12      4       1750         45          48 797      615       3403 SC 160                      MINOR ARTERIAL    1359    2    12      0       1750         45          48 798      616       617     SC 160                   MINOR ARTERIAL    1932    2    12      0       1750         45          54 799      617       1097 SC 49                       MINOR ARTERIAL    3353    2    12      4       1750         40          54 800      617       3183 SC 160                      MINOR ARTERIAL    1151    2    12      0       1750         40          54 801      618       164     I77 ONRAMP FROM SC 160 FREEWAY RAMP      937     1    12      4       1700         45          68 802      618       619     SC 160                   MINOR ARTERIAL    632     2    12      4       1750         45          68 803      619       163     I77 ONRAMP FROM SC 160 FREEWAY RAMP      736     1    12      4       1700         45          68 804      619       618     SC 160                   MINOR ARTERIAL    632     1    12      4       1750         40          68 805      619       1145 SC 160                      MINOR ARTERIAL    1598    2    12      0       1750         45          68 806      620       613     SC 160                   MINOR ARTERIAL    2085    2    12      4       1750         40          48 807      620       621     SC 160                   COLLECTOR         3313    1    12      0       1700         45          48 808      621       3269 NC 160                      COLLECTOR         1311    1    12      0       1700         45          48 809      622       623     NC 160                   COLLECTOR         3460    1    12      0       1700         45          48 810      622       1108 HAMILTON RD                 COLLECTOR         4824    1    12      4       1700         40          48 811      623       624     NC 160                   COLLECTOR         1646    1    12      0       1900         45          48 812      624       575     NC 160                   MINOR ARTERIAL    1240    2    12      4       1900         45          48 813      625       626     NC 160                   COLLECTOR         3610    1    12      0       1750         45          33 814      626       1990 NC 160                      COLLECTOR         1513    1    12      4       1700         45          33 Catawba Nuclear Station                                  K35                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 815      627       628     NC 160                    COLLECTOR         3898    1    12      0       1900         45          39 816      628       629     NC 160                    COLLECTOR         6868    1    12      0       1900         45          34 817      628       948     WESTINGHOUSE BLVD         COLLECTOR         6310    1    12      4       1700         40          33 818      628       1029 WESTINGHOUSE BLVD            COLLECTOR         5121    1    12      4       1900         50          39 819      629       630     NC 160                    COLLECTOR         1973    1    12      0       1900         45          34 820      629       1972 BROWN GRIER RD               COLLECTOR         3749    1    12      4       1900         40          34 821      630       3472 NC 160                       MINOR ARTERIAL    1539    2    12      4       1900         45          34 822      631       555     I485 ONRAMP FROM NC 160 FREEWAY RAMP      1552    1    12      4       1700         40          34 823      631       1436 NC 160                       MAJOR ARTERIAL    369     3    12      4       1900         45          34 824      632       633     NC 160                    MINOR ARTERIAL    491     2    12      0       1900         45          34 825      632       1436 NC 160                       MAJOR ARTERIAL    322     3    12      4       1900         40          34 826      632       1437 I485 ONRAMP FROM NC 160    FREEWAY RAMP      632     1    12      4       1700         40          34 827      633       553     I485 ONRAMP FROM NC 160 FREEWAY RAMP      1197    1    12      4       1700         40          34 828      633       632     NC 160                    MINOR ARTERIAL    491     2    12      4       1900         40          34 829      633       634     NC 160                    COLLECTOR         1697    1    12      0       1900         45          34 830      634       633     NC 160                    COLLECTOR         1697    2    12      4       1900         40          34 831      634       635     NC 160                    COLLECTOR         1280    1    12      0       1700         45          34 832      634       1650 SHOPTON RD                   COLLECTOR         1999    1    12      4       1700         40          34 833      635       636     NC 160                    COLLECTOR         2296    1    12      0       1700         45          34 834      636       637     NC 160                    COLLECTOR         1164    1    12      0       1700         45          25 835      637       638     NC 160                    COLLECTOR         1827    1    12      0       1700         45          25 836      638       639     NC 160                    COLLECTOR         732     1    12      0       1900         45          25 837      639       414     NC 160                    COLLECTOR         1818    1    12      0       1700         45          25 838      639       958     WEST BLVD                 COLLECTOR         1828    1    12      4       1700         40          25 839      640       641     US 521                    MINOR ARTERIAL    3855    2    12      0       1900         55          69 Catawba Nuclear Station                                   K36                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 840      640       648     MARVIN RD           COLLECTOR        1969    1    12      0       1700         45          69 841      641       642     US 521              MINOR ARTERIAL   3438    2    12      0       1900         55          69 842      642       643     US 521              MINOR ARTERIAL   3457    2    12      0       1750         55          69 843      643       644     US 521              MINOR ARTERIAL   2400    2    12      0       1900         50          69 844      644       645     US 521              MINOR ARTERIAL   1466    2    12      0       1750         50          69 845      645       646     US 521              MINOR ARTERIAL   1090    2    12      0       1750         55          69 846      646       1611 US 521                 MINOR ARTERIAL   1876    2    12      4       1750         55          80 847      648       640     MARVIN RD           COLLECTOR        1970    1    12      0       1750         45          69 848      648       649     MARVIN RD           COLLECTOR        1713    1    12      0       1700         55          69 849      649       650     MARVIN RD           COLLECTOR        3292    1    12      0       1700         55          69 850      649       3444 HARVEY HARRIS RD       COLLECTOR        9029    1    12      4       1575         35          69 851      650       651     NEWTOWN RD          COLLECTOR        1146    1    12      0       1700         50          69 852      651       652     NEWTOWN RD          COLLECTOR        983     1    12      0       1700         50          69 853      652       653     NEWTOWN RD          COLLECTOR        2085    1    12      0       1700         50          70 854      653       654     NEWTOWN RD          COLLECTOR        1653    1    12      0       1700         40          70 855      654       655     NEWTOWN RD          COLLECTOR        1127    1    12      0       1700         40          70 856      655       3061 MARVIN SCHOOL RD       COLLECTOR        4103    1    12      4       1700         40          70 857      655       3433 NEWTOWN RD             COLLECTOR        1464    1    12      4       1700         40          70 858      657       658     US 521              MINOR ARTERIAL   3115    2    12      2       1900         45          69 859      657       659     US 521              MINOR ARTERIAL   2071    2    12      0       1900         55          57 860      658       612     US 521              MINOR ARTERIAL   7649    2    12      2       1750         50          69 861      658       657     US 521              MINOR ARTERIAL   3114    2    12      2       1900         45          69 862      658       976     ARDREY KELL RD      COLLECTOR        1149    1    12      4       1750         40          69 863      659       657     US 521              MINOR ARTERIAL   2074    2    12      0       1900         55          57 864      659       660     US 521              MINOR ARTERIAL   2872    2    12      0       1900         55          57 Catawba Nuclear Station                             K37                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 865      659       979     MARVIN RD               COLLECTOR         4110    1    12      4       1750         40          57 866      660       659     US 521                  MINOR ARTERIAL    2865    2    12      0       1900         55          57 867      660       981     PROVIDENCE RD W         COLLECTOR         3871    1    12      4       1700         45          57 868      660       985     US 521                  MINOR ARTERIAL    3770    2    12      4       1900         55          57 869      661       985     US 521                  MINOR ARTERIAL    928     2    12      4       1900         45          57 870      661       986     BALLANTYNE COMMONS PKWY MINOR ARTERIAL    998     2    12      4       1900         45          57 871      661       3400 US 521                     MAJOR ARTERIAL    639     3    12      4       1900         45          57 872      662       663     US 521                  MINOR ARTERIAL    493     2    12      0       1900         45          57 873      663       664     US 521                  MINOR ARTERIAL    753     2    12      0       1900         45          57 874      663       1423 I485 ONRAMP FROM US 521  COLLECTOR         538     1    12      4       1700         40          57 875      664       663     US 521                  MINOR ARTERIAL    753     2    12      4       1900         40          57 876      664       3401 JOHNSTON RD                MINOR ARTERIAL    250     2    12      4       1900         40          57 877      664       3496 I485 ONRAMP FROM US 521  FREEWAY RAMP      1095    1    12      4       1900         40          57 878      665       824     SC 5                    MINOR ARTERIAL    390     2    12      4       1750         40          76 879      665       3125 I77 ONRAMP FROM SC 5     FREEWAY RAMP      409     1    12      4       1700         40          76 880      665       3128 SC 5                       MINOR ARTERIAL    362     2    12      4       1900         45          76 881      666       667     SC 5                    MINOR ARTERIAL    1788    2    12      4       1900         45          79 882      666       1284 SC S466                  COLLECTOR         2584    1    10      0       1750         45          79 883      666       3126 SC 5                       MINOR ARTERIAL    1120    3    12      4       1750         40          78 884      667       666     SC 5                    MINOR ARTERIAL    1788    2    12      4       1750         40          79 885      667       668     SC 5                    MINOR ARTERIAL    2238    2    12      0       1900         45          79 886      667       1363 CATAWBA CHURCH RD          COLLECTOR         859     1    12      4       1700         40          79 887      668       669     SC 5                    MINOR ARTERIAL    4211    2    12      0       1900         60          79 888      669       1402 SC 5                       MINOR ARTERIAL    2454    2    12      0       1900         60          79 889      670       671     SC 5                    MINOR ARTERIAL    3589    2    12      0       1900         60          79 Catawba Nuclear Station                                 K38                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 890      671       672     SC 5                    MINOR ARTERIAL    2765    2    12      0       1900         60          79 891      672       673     SC 5                    MINOR ARTERIAL    2111    2    12      0       1900         60          79 892      673       674     SC 5                    MINOR ARTERIAL    1208    2    12      4       1900         45          86 893      674       675     US 21 OFFRAMP TO SC 5  FREEWAY RAMP      892     1    12      0       1575         35          86 894      674       1404 US 21                      MINOR ARTERIAL    2550    2    12      0       1900         55          86 895      675       674     US 21 ONRAMP FROM SC 5 FREEWAY RAMP      880     1    12      4       1700         40          86 896      675       676     SC 5                    COLLECTOR         8026    1    12      0       1700         55          86 897      676       3346 SC 5                       COLLECTOR         2178    1    12      0       1700         55          86 898      677       706     SC 49                   COLLECTOR         556     1    12      4       1700         60          47 899      677       712     SC 274                  MINOR ARTERIAL    887     2    12      0       1750         60          47 900      678       679     SC 49                   COLLECTOR         2044    1    12      4       1700         60          47 901      679       680     SC 49                   COLLECTOR         5266    1    12      4       1750         60          47 902      680       681     SC 49                   COLLECTOR         1589    1    12      4       1700         60          46 903      680       1631 SC 54                      COLLECTOR         5977    1    12      4       1700         40          47 904      681       682     SC 49                   COLLECTOR         3395    1    12      4       1700         60          46 905      682       683     SC 49                   COLLECTOR         1303    1    12      4       1700         45          46 906      683       684     SC 49                   COLLECTOR         1793    1    12      0       1700         60          46 907      684       685     SC 49                   COLLECTOR         5256    1    12      0       1700         60          46 908      685       686     SC 49                   COLLECTOR         1875    1    12      0       1700         60          46 909      686       687     SC 49                   COLLECTOR         3597    1    12      0       1700         60          46 910      687       688     SC 49                   COLLECTOR         1403    1    12      0       1700         60          62 911      688       689     SC 49                   COLLECTOR         2902    1    12      0       1700         60          62 912      689       690     SC 49                   COLLECTOR         1372    1    12      0       1700         60          62 913      690       691     SC 49                   COLLECTOR         2656    1    12      0       1750         60          62 914      691       1391 SC 5                       COLLECTOR         3885    2    12      4       1750         60          61 Catawba Nuclear Station                                 K39                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 915      692       3637 SC 49                  COLLECTOR        4209    1    12      0       1750         45          61 916      693       694     SC 49               COLLECTOR        1279    1    12      0       1750         45          61 917      694       3102 SC 49                  COLLECTOR        1032    1    12      0       1750         45          61 918      695       513     SC 161              COLLECTOR        3021    1    12      0       1750         40          61 919      695       3105 SC 49                  COLLECTOR        779     1    12      0       1750         45          61 920      696       514     SC 49               COLLECTOR        1886    1    12      0       1750         45          61 921      696       515     S CONGRESS ST       COLLECTOR        1974    2    12      0       1900         45          61 922      697       698     SC 49               COLLECTOR        2518    1    12      0       1700         45          61 923      698       699     SC 49               COLLECTOR        1433    1    12      0       1700         45          61 924      699       700     SC 49               COLLECTOR        5825    1    12      0       1700         45          61 925      700       701     SC 49               COLLECTOR        4700    1    12      0       1700         45          60 926      701       702     SC 49               COLLECTOR        5311    1    12      0       1700         45          60 927      702       703     SC 49               COLLECTOR        6270    1    12      0       1700         45          60 928      703       3372 SC 49                  COLLECTOR        908     1    12      4       1575         35          60 929      704       3455 SC 49                  COLLECTOR        2155    1    12      0       1700         60          47 930      705       704     SC 49               COLLECTOR        3501    1    12      0       1700         60          47 931      705       706     SC 49               COLLECTOR        5584    1    12      0       1700         60          47 932      706       677     SC 49               COLLECTOR        556     1    12      4       1750         60          47 933      706       705     SC 49               COLLECTOR        5584    1    12      0       1700         60          47 934      712       599     SC 274              MINOR ARTERIAL  10816    2    12      0       1750         60          32 935      712       677     SC 274              COLLECTOR        887     2    12      4       1750         60          47 936      712       713     SC 55               COLLECTOR        6644    1    12      0       1700         55          47 937      713       714     SC 55               COLLECTOR        9331    1    12      0       1750         55          47 938      714       715     SC 55               COLLECTOR        5406    1    12      0       1700         55          46 939      714       3195 SC 54                  COLLECTOR        4323    1    12      4       1700         40          46 Catawba Nuclear Station                             K40                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 940      715       716     SC 55               COLLECTOR        6853    1    12      0       1750         55          46 941      716       717     SC 55               COLLECTOR        7015    1    12      0       1750         55          31 942      717       718     SC 55               COLLECTOR        2521    1    12      0       1750         50          31 943      718       719     SC 55               COLLECTOR        1210    1    12      0       1700         45          30 944      719       489     SC 55               COLLECTOR        1128    2    12      0       1750         45          30 945      720       721     SC 55               COLLECTOR        3514    1    12      0       1700         45          30 946      720       3367 SMITH ST               COLLECTOR        1871    1    12      0       1575         35          30 947      721       722     SC 55               COLLECTOR        4744    1    12      0       1700         45          30 948      722       723     SC 55               COLLECTOR        2028    1    12      0       1700         45          30 949      723       724     SC 55               COLLECTOR        425     1    12      0       1700         45          30 950      724       725     SC 55               COLLECTOR        4872    1    12      0       1700         45          30 951      725       726     SC 55               COLLECTOR        2051    1    12      0       1700         45          30 952      726       727     SC 55               COLLECTOR        2069    1    12      0       1700         45          30 953      727       728     SC 55               COLLECTOR        3928    1    12      0       1700         45          30 954      728       729     SC 55               COLLECTOR        4992    1    12      0       1700         45          29 955      729       804     SC 161              COLLECTOR        2620    1    10      0       1700         45          29 956      729       3341 SC 55                  COLLECTOR       13884    1    12      0       1700         45          29 957      731       732     SC 274              MINOR ARTERIAL   2723    2    12      0       1900         60          47 958      731       3447 SC 274                 MINOR ARTERIAL   2451    2    12      0       1900         60          47 959      732       731     SC 274              MINOR ARTERIAL   2721    2    12      0       1750         60          47 960      732       3408 SC 274                 MINOR ARTERIAL   6788    2    12      0       1900         60          47 961      733       734     SC 274              COLLECTOR        2772    1    12      0       1750         45          32 962      734       735     SC 274              COLLECTOR        6088    1    12      0       1700         45          32 963      734       771     POLE BRANCH RD      COLLECTOR        6795    1    12      0       1700         40          32 964      735       734     SC 274              COLLECTOR        6089    1    12      0       1750         40          32 Catawba Nuclear Station                             K41                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 965      735       736     SC 274               COLLECTOR        2629    1    12      0       1700         45          32 966      736       737     NC 274               COLLECTOR        3923    1    10      0       1700         50          32 967      737       738     NC 274               COLLECTOR        3265    1    10      0       1700         50          32 968      738       739     NC 274               COLLECTOR        3971    1    12      0       1700         50          32 969      739       740     NC 274               COLLECTOR        5462    1    12      0       1700         45          32 970      740       741     NC 274               COLLECTOR        4077    1    12      0       1750         45          21 971      741       1089 BEATY RD                COLLECTOR        3354    1    12      4       1700         40          21 972      741       1795 NC 274                  COLLECTOR        1253    1    12      4       1750         45          20 973      742       743     NC 274               COLLECTOR        2767    1    12      0       1750         45          20 974      743       744     NC 274               COLLECTOR        5341    1    12      4       1750         45          20 975      744       745     NC 274               MINOR ARTERIAL   1755    2    12      0       1750         45          20 976      745       746     NC 274               MINOR ARTERIAL   6260    2    12      0       1750         50          10 977      745       1055 NEAL HAWKINS RD         COLLECTOR        1074    1    10      0       1700         50          20 978      746       747     NC 274               MINOR ARTERIAL   2647    2    12      0       1900         50          10 979      746       1057 E HUDSON BLVD           MINOR ARTERIAL   6389    2    12      0       1750         50          10 980      747       1850 NC 274                  MINOR ARTERIAL   1963    2    12      0       1900         50          10 981      748       749     NC 274               MINOR ARTERIAL   568     2    12      0       1750         45          10 982      749       253     NC 274               MINOR ARTERIAL   1696    2    12      4       1900         45          2 983      749       1502 E GARRISON BLVD         MINOR ARTERIAL   1604    2    12      0       1750         45          10 984      750       731     SR 1132              MINOR ARTERIAL   5209    2    12      0       1750         55          47 985      751       1628 SC 274                  MINOR ARTERIAL   2244    2    12      0       1900         60          47 986      751       3268 SC 274                  MINOR ARTERIAL   5498    2    12      0       1900         60          47 987      752       753     SC 274               MINOR ARTERIAL   1401    2    12      0       1750         60          63 988      753       754     SC 274               MINOR ARTERIAL   6706    2    12      0       1750         55          63 989      753       3097 MT GALLANT RD           COLLECTOR        4910    1    12      4       1700         40          63 Catawba Nuclear Station                              K42                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 990      754       827     SC 161              MINOR ARTERIAL   5068    2    12      4       1750         60          63 991      754       1590 SC 161                 MINOR ARTERIAL   580     2    12      4       1900         40          63 992      756       757     NC 279              COLLECTOR        4853    1    12      0       1700         40          33 993      757       758     NC 279              COLLECTOR        5436    1    12      0       1700         50          33 994      757       3131 NC 273                 COLLECTOR        2127    1    12      0       1700         45          33 995      758       759     NC 279              COLLECTOR        6164    1    12      0       1700         50          23 996      759       760     NC 279              COLLECTOR        2385    1    12      0       1700         50          22 997      760       761     NC 279              COLLECTOR        3998    1    12      0       1700         50          22 998      761       762     NC 279              COLLECTOR        853     1    12      0       1750         50          22 999      762       763     NC 279              COLLECTOR        3101    1    12      0       1750         55          22 1000      762       789     ARMSTRONG FORD RD   COLLECTOR        4103    1    12      0       1700         40          22 1001      763       1863 NC 279                 COLLECTOR        2307    1    12      0       1700         55          22 1002      764       1865 NC 279                 COLLECTOR        2706    1    12      0       1700         50          12 1003      765       790     LOWELL BETHESDA RD  COLLECTOR        2029    1    10      0       1700         50          12 1004      765       1868 NC 279                 COLLECTOR        3243    1    12      0       1750         40          11 1005      766       1070 NC 279                 COLLECTOR        2167    2    12      0       1750         40          11 1006      767       768     NC 279              MINOR ARTERIAL   3480    2    12      0       1750         40          11 1007      767       792     REDBUD DR           MINOR ARTERIAL   1123    2    12      4       1900         40          11 1008      768       769     NC 279              MINOR ARTERIAL   3664    2    12      0       1750         40          11 1009      768       1858 ARMSTRONG PARK RD      MINOR ARTERIAL   1564    2    12      4       1750         40          11 1010      769       1853 NC 279                 MINOR ARTERIAL   850     2    12      4       1900         40          10 1011      770       258     NC 279              MINOR ARTERIAL   1783    2    12      4       1750         40          2 1012      770       1505 E GARRISON BLVD        MINOR ARTERIAL   1658    2    12      0       1750         40          10 1013      771       756     POLE BRANCH RD      COLLECTOR        2958    1    12      0       1700         40          33 1014      772       779     SC 161              MINOR ARTERIAL   1799    2    12      4       1750         45          63 Catawba Nuclear Station                             K43                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1015      772       1188 SC 161                      MINOR ARTERIAL    3921    2    12      4       1750         45          63 1016      772       1193 RAWLINSON RD                COLLECTOR          862    1    12      4       1750         40          63 1017      773       1188 SC 161                      MINOR ARTERIAL    2043    2    12      4       1750         40          63 1018      773       1206 EBENEZER RD                 COLLECTOR         964     2    12      4       1750         40          63 1019      773       3321 SC 161                      MINOR ARTERIAL    2041    2    12      4       1900         45          66 1020      774       1308 HERLONG AVE                 MINOR ARTERIAL    2189    2    12      4       1750         30          66 1021      774       3096 SC 161                      MINOR ARTERIAL    2959    2    12      4       1900         45          66 1022      774       3325 SC 161                      MAJOR ARTERIAL    3202    3    12      4       1900         45          66 1023      775       3263 SC 161                      MAJOR ARTERIAL    1240    3    12      4       1900         45          67 1024      775       3265 SC 161                      MAJOR ARTERIAL    1830    3    12      4       1750         45          67 1025      775       3326 MT GALLANT RD               COLLECTOR         2477    1    12      0       1700         40          67 1026      776       456     US 21                    MAJOR ARTERIAL    636     3    12      4       1900         40          67 1027      776       778     SC 161                   MINOR ARTERIAL    799     3    12      4       1900         45          67 1028      776       1293 CELRIVER RD                 COLLECTOR         3363    1    12      4       1700         40          68 1029      776       3177 US 21                       MAJOR ARTERIAL    595     3    12      4       1750         40          67 1030      777       778     SC 161                   MAJOR ARTERIAL    782     3    12      4       1900         45          67 1031      777       1230 SC 161                      MINOR ARTERIAL    542     3    12      4       1750         45          67 1032      777       3085 I77 ONRAMP FROM SC 161    FREEWAY RAMP      2028    1    12      4       1700         40          67 1033      778       169     I77 ONRAMP FROM SC 161 FREEWAY RAMP      1065    1    12      4       1700         50          67 1034      778       776     SC 161                   MINOR ARTERIAL    799     1    12      4       1750         45          67 1035      778       777     SC 161                   MAJOR ARTERIAL    782     3    12      4       1750         45          67 1036      778       3079 I77 ONRAMP FROM SC 161    FREEWAY RAMP      367     1    12      4       1700         40          67 1037      779       772     SC 161                   MINOR ARTERIAL    1799    2    12      4       1750         45          63 1038      779       1198 SC 161                      MINOR ARTERIAL    1118    2    12      4       1750         45          63 1039      779       3373 SC 901                      COLLECTOR         482     1    12      4       1700         40          63 Catawba Nuclear Station                                  K44                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1040      780       781     MT GALLANT RD       COLLECTOR        5254    1    12      4       1700         40          65 1041      780       1177 STATE HWY 30           COLLECTOR        6090    1    12      4       1700         40          65 1042      781       3134 MT GALLANT RD          COLLECTOR        3418    1    10      0       1700         50          65 1043      783       1684 PARK RD                MINOR ARTERIAL   750     2    12      0       1900         40          37 1044      783       1782 E WOODLAWN RD          MINOR ARTERIAL   482     2    12      4       1900         40          37 1045      784       838     REA RD              MINOR ARTERIAL   2718    3    12      0       1900         40          58 1046      785       786     NC 273              COLLECTOR        8338    1    12      0       1700         45          33 1047      785       3131 NC 273                 COLLECTOR        1974    1    12      4       1700         40          33 1048      786       787     NC 273              COLLECTOR        3228    1    12      0       1700         45          24 1049      787       788     NC 273              COLLECTOR        4885    1    12      0       1700         45          24 1050      788       316     NC 273              COLLECTOR        4354    1    12      0       1700         45          23 1051      789       320     ARMSTRONG FORD RD   COLLECTOR        1479    1    12      0       1700         40          22 1052      790       791     LOWELL BETHESDA RD  COLLECTOR        1778    1    10      0       1700         50          12 1053      791       266     LOWELL BETHESDA RD  COLLECTOR        1668    1    10      0       1750         50          12 1054      792       252     REDBUD DR           COLLECTOR        3002    1    12      0       1700         40          11 1055      793       1329 SC 72                  COLLECTOR        657     1    12      4       1750         35          75 1056      793       1370 SC 5                   COLLECTOR        242     2    12      4       1750         35          75 1057      794       795     SC 72               COLLECTOR        820     2    12      0       1900         50          77 1058      794       3240 MT HOLLY RD            MINOR ARTERIAL   3367    2    12      0       1900         40          77 1059      795       796     SC 72               COLLECTOR        5251    1    12      0       1700         50          77 1060      796       3242 OAKDALE RD             COLLECTOR        2582    1    12      0       1700         40          77 1061      796       3446 SC 72                  COLLECTOR        2559    1    12      0       1700         60          77 1062      797       1401 SC 72                  COLLECTOR       10189    1    12      0       1700         60          84 1063      797       3423 SC 72                  COLLECTOR        2271    1    12      0       1700         60          77 1064      798       799     SC 72               COLLECTOR        9121    1    12      0       1700         40          84 Catawba Nuclear Station                             K45                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1065      799       3615 SC 72                  COLLECTOR        9078    1    12      0       1700         40          84 1066      800       801     SC 161              COLLECTOR        4058    1    10      0       1700         45          45 1067      801       802     SC 161              COLLECTOR        5659    1    10      0       1700         45          45 1068      802       803     SC 161              COLLECTOR        7043    1    10      0       1700         45          45 1069      803       729     SC 161              COLLECTOR        9433    1    10      0       1700         45          29 1070      804       3124 SC 161                 COLLECTOR        4615    1    10      0       1700         45          29 1071      805       3101 SUTTON SPRING RD       COLLECTOR        6885    1    12      0       1700         40          61 1072      805       3555 SC 5                   COLLECTOR        437     1    12      0       1750         55          61 1073      806       807     SC 5                COLLECTOR        7774    2    12      0       1900         55          44 1074      807       808     SC 5                COLLECTOR        7719    2    12      0       1900         45          44 1075      809       805     SC 161              COLLECTOR        2881    1    12      0       1750         45          61 1076      810       811     SC 5                MINOR ARTERIAL   3275    2    12      4       1750         40          74 1077      810       822     SC 5                MINOR ARTERIAL   5404    2    12      4       1750         45          75 1078      810       900     SC 901              MINOR ARTERIAL   3232    2    12      4       1750         30          74 1079      811       810     SC 5                MINOR ARTERIAL   3275    2    12      4       1750         40          74 1080      811       895     MEADOW LAKES RD     COLLECTOR        5910    1    12      4       1350         30          74 1081      811       1382 SC 5                   MINOR ARTERIAL   1912    2    12      4       1750         40          74 1082      812       813     SC 5                MINOR ARTERIAL   3939    2    12      4       1900         45          63 1083      812       1384 SC 5                   MINOR ARTERIAL   1673    2    12      4       1750         40          63 1084      813       812     SC 5                MINOR ARTERIAL   3939    2    12      4       1750         40          63 1085      813       1388 SC 5                   COLLECTOR        9506    1    12      4       1700         45          63 1086      814       1597 SC 5                   COLLECTOR        2997    1    12      4       1700         40          63 1087      814       1598 SC 5                   COLLECTOR        3347    1    12      4       1700         45          62 1088      815       816     SC 5                COLLECTOR        2916    1    12      0       1700         45          62 1089      815       1598 SC 5                   COLLECTOR        1251    1    12      4       1700         40          62 Catawba Nuclear Station                             K46                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1090      816       817     SC 5                COLLECTOR         4425    1    12      0       1700         45          62 1091      817       818     SC 5                COLLECTOR         6253    1    12      0       1700         45          62 1092      818       819     SC 5                COLLECTOR         3290    1    12      0       1750         45          62 1093      819       820     SC 5                COLLECTOR         6510    2    12      0       1900         60          62 1094      819       3204 SC 161                 MINOR ARTERIAL    3265    2    12      0       1750         45          62 1095      820       691     SC 5                COLLECTOR         4142    2    12      0       1750         60          62 1096      821       511     SC 5                COLLECTOR         4860    2    12      0       1750         45          61 1097      822       810     SC 5                MINOR ARTERIAL    5389    2    12      4       1750         40          75 1098      822       1216 SC 322                 MINOR ARTERIAL    1369    2    12      0       1750         40          75 1099      822       1339 SC 5                   MINOR ARTERIAL    2685    2    10      0       1750         45          75 1100      822       3202 SC 322                 MINOR ARTERIAL    3453    2    12      1       1750         40          75 1101      823       1351 SC 496                 COLLECTOR         1936    1    12      4       1700         40          76 1102      823       1356 SC 5                   MINOR ARTERIAL    555     2    12      4       1750         45          76 1103      823       3417 SC 121                 MINOR ARTERIAL    589     2    10      0       1900         50          76 1104      824       665     SC 5                MINOR ARTERIAL    390     2    12      4       1900         45          76 1105      824       826     SC 5                MINOR ARTERIAL    2021    2    12      4       1900         50          76 1106      824       1360 MARINE DR              COLLECTOR         3000    1    12      4       1700         40          78 1107      824       3125 I77 ONRAMP FROM SC 5 FREEWAY RAMP      392     1    12      4       1700         40          76 1108      825       826     SC 5                MINOR ARTERIAL    2032    2    12      0       1900         45          76 1109      825       1350 SC 5                   MINOR ARTERIAL    1631    2    12      0       1750         40          76 1110      826       824     SC 5                MAJOR ARTERIAL    2023    2    12      0       1750         50          76 1111      826       825     SC 5                MINOR ARTERIAL    2047    2    12      4       1900         45          76 1112      827       754     SC 161              MINOR ARTERIAL    5058    2    12      4       1750         60          63 1113      827       828     SC 161              MINOR ARTERIAL    9806    2    12      0       1900         65          63 1114      827       1588 MT GALLANT RD          COLLECTOR         9715    1    12      4       1700         40          63 Catawba Nuclear Station                             K47                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1115      828       1223 SC 161                       MINOR ARTERIAL    2900    2    12      0       1750         65          62 1116      829       819     SC 161                    MINOR ARTERIAL    4713    2    12      0       1750         65          62 1117      830       3210 SC 161                       COLLECTOR         4900    1    12      0       1750         40          61 1118      831       832     LANCASTER HWY             COLLECTOR         4129    1    12      0       1900         45          56 1119      831       982     BALLANTYNE COMMONS PKWY   MINOR ARTERIAL    2760    2    12      4       1900         45          57 1120      831       1149 LANCASTER HWY                COLLECTOR         4192    1    12      4       1700         45          56 1121      832       657     LANCASTER HWY             COLLECTOR         4750    1    12      0       1900         45          57 1122      832       978     PROVIDENCE RD W           COLLECTOR         1923    1    12      4       1700         45          57 1123      833       1761 LANCASTER HWY                COLLECTOR         3478    1    12      4       1900         45          51 1124      833       3356 CALIFORNIA PL PKWY           COLLECTOR         826     2    12      4       1900         40          51 1125      834       1150 NC 51                        MINOR ARTERIAL    1892    2    12      4       1900         45          51 1126      834       3498 N POLK ST                    MINOR ARTERIAL    2444    2    12      4       1900         45          51 1127      835       998     BALLANTYNE COMMONS PKWY   MINOR ARTERIAL    3354    2    12      4       1900         45          57 1128      836       1166 BALLANTYNE COMMONS PKWY      MINOR ARTERIAL    1638    2    12      4       1900         40          58 1129      836       3179 REA RD                       MINOR ARTERIAL    887     2    12      0       1900         45          58 1130      837       544     I485 ONRAMP FROM REA RD FREEWAY RAMP      1036    1    12      4       1700         40          58 1131      837       1414 REA RD                       MAJOR ARTERIAL    257     3    12      4       1900         45          58 1132      837       3179 REA RD                       MINOR ARTERIAL    1102    2    12      4       1900         45          58 1133      838       542     I485 ONRAMP FROM REA RD FREEWAY RAMP      1065    1    12      4       1700         40          58 1134      838       1415 REA RD                       MINOR ARTERIAL    341     2    12      4       1900         40          58 1135      839       1129 US 21                        MINOR ARTERIAL    573     2    12      4       1750         45          50 1136      839       1998 US 21                        MINOR ARTERIAL    2153    3    12      4       1750         40          50 1137      839       3069 SC 51                        COLLECTOR         1609    1    12      4       1700         45          50 1138      840       841     NC 51                     COLLECTOR         6244    1    12      0       1900         45          50 1139      840       1025 NATIONS FORD RD              COLLECTOR         6301    1    12      4       1700         40          50 Catawba Nuclear Station                                   K48                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1140      841       1759 NC 51                        MINOR ARTERIAL    3529    2    12      4       1900         45          51 1141      842       537     I485 ONRAMP FROM NC 51  FREEWAY RAMP      1469    1    12      4       1700         40          51 1142      842       1428 NC 51                        MAJOR ARTERIAL    445     3    12      4       1900         45          51 1143      843       844     NC 51                     MAJOR ARTERIAL    428     4    12      0       1900         45          51 1144      843       1428 NC 51                        MAJOR ARTERIAL    431     3    12      4       1900         40          51 1145      844       843     NC 51                     MINOR ARTERIAL    427     2    12      4       1900         40          51 1146      844       3392 NC 51                        MINOR ARTERIAL    150     2    12      0       1900         45          51 1147      844       3393 I485 ONRAMP FROM NC 51     FREEWAY RAMP      111     2    12      4       1900         40          51 1148      845       551     I485 ONRAMP FROM US 521 FREEWAY RAMP      1528    1    12      4       1700         40          51 1149      845       846     N POLK ST                 MINOR ARTERIAL    170     2    12      0       1900         45          51 1150      846       845     US521                    COLLECTOR         170     1    12      4       1900         40          51 1151      846       1433 US521                       MINOR ARTERIAL    654     2    12      4       1900         45          51 1152      847       567     I485 ONRAMP FROM US 521 FREEWAY RAMP      706     1    12      4       1700         40          51 1153      847       1433 US521                       MAJOR ARTERIAL    405     3    12      4       1900         40          51 1154      847       3399 US521                       MINOR ARTERIAL    384     2    12      0       1900         45          51 1155      848       849     US521                    MINOR ARTERIAL    2486    2    12      0       1900         45          41 1156      848       3375 US521                       MINOR ARTERIAL    2383    2    12      4       1900         40          41 1157      849       848     US521                    MINOR ARTERIAL    2490    2    12      4       1900         40          41 1158      849       1018 SHARON RD W                  MINOR ARTERIAL    3621    2    12      4       1900         40          41 1159      849       1725 US521                       MINOR ARTERIAL    680     2    12      4       1900         45          41 1160      850       1695 US521                       MINOR ARTERIAL    1279    2    12      4       1900         45          41 1161      850       1725 US521                       MINOR ARTERIAL    1493    2    12      4       1900         45          41 1162      851       1713 US521                       MINOR ARTERIAL    5467    2    12      4       1900         45          36 1163      852       1708 TYVOLA RD                    MINOR ARTERIAL    4180    2    12      4       1900         40          36 1164      852       1921 US521                       MINOR ARTERIAL    1057    2    12      4       1900         45          36 Catawba Nuclear Station                                   K49                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                    No. Lane Shoulder    Flow        Flow Stream Stream                                               Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1165      853       1101 SPRINGFIELD PARKWAY       COLLECTOR         1978    1    12      4       1750         50          55 1166      853       1125 US 21                     COLLECTOR         4547    1    12      4       1750         55          55 1167      853       3053 SPRINGFIELD PKWY          COLLECTOR         2569    1    12      4       1700         45          55 1168      854       855     SC 98                  MINOR ARTERIAL    2745    2    12      4       1750         45          54 1169      855       856     SC 98                  MINOR ARTERIAL    1891    2    12      0       1750         45          54 1170      855       1103 STATE HWY 22              COLLECTOR         1319    1    12      4       1700         40          54 1171      856       161     I77 OFFRAMP TO SC 98 FREEWAY RAMP      1012    1    12      4       1700         40          54 1172      856       857     SC 98                  MINOR ARTERIAL    578     2    12      0       1750         45          54 1173      857       160     I77 OFFRAMP TO SC 98 FREEWAY RAMP      957     1    12      4       1700         40          54 1174      857       856     SC 98                  COLLECTOR         578     1    12      4       1750         40          54 1175      857       858     SC 98                  COLLECTOR         1144    2    12      0       1750         45          54 1176      858       857     SC 98                  COLLECTOR         1144    2    12      4       1750         40          54 1177      858       1126 SC 98                     COLLECTOR         980     1    12      4       1700         40          54 1178      858       3053 SPRINGFIELD PKWY          COLLECTOR         2044    1    12      4       1700         45          54 1179      859       574     YOUNGBLOOD RD          COLLECTOR         4102    1    12      0       1900         45          48 1180      859       622     HAMILTON RD            COLLECTOR         3798    1    12      4       1900         40          48 1181      860       861     W ARROWOOD RD          MAJOR ARTERIAL    426     3    12      4       1900         45          40 1182      860       929     I77 ACCESS RD         COLLECTOR         435     2    12      4       1900         40          40 1183      861       3278 W ARROWOOD RD             COLLECTOR         1222    2    12      4       1750         40          41 I77 ONRAMP FROM W 1184      861       3398 ARROWOOD RD               FREEWAY RAMP      1883    2    12      4       1900         40          41 1185      862       3023 PARK RD                   COLLECTOR         1119    1    12      4       1900         40          51 1186      862       3029 NC 51                     MINOR ARTERIAL    1604    2    12      4       1900         45          51 1187      862       3392 NC 51                     MINOR ARTERIAL    444     2    12      4       1900         40          51 1188      863       864     NC 51                  MINOR ARTERIAL    2328    2    12      4       1900         45          52 Catawba Nuclear Station                                K50                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Saturation     Free Up      Down                                                        No. Lane Shoulder    Flow        Flow Stream Stream                                                   Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1189      864       865     NC 51                      MINOR ARTERIAL    4731    2    12      4       1900         45          52 1190      864       888     CARMEL RD                  MINOR ARTERIAL    6776    2    12      4       1900         40          52 1191      865       866     NC 51                      MINOR ARTERIAL    2486    2    12      4       1900         45          53 1192      866       867     NC 51                      MINOR ARTERIAL    3539    2    12      4       1900         50          53 1193      867       868     NC 51                      COLLECTOR         2146    2    12      0       1900         50          53 1194      869       1033 I77 ONRAMP FROM TYOLA RD    FREEWAY RAMP      353     1    12      4       1700         40          36 1195      869       1952 TYVOLA RD                     MINOR ARTERIAL    473     2    12      4       1900         40          36 1196      870       1030 W TYVOLA RD                   COLLECTOR         408     3    12      4       1900         45          36 1197      870       1032 I77 ONRAMP FROM TYOLA RD    FREEWAY RAMP      353     1    12      4       1700         40          36 1198      871       585     NC 1164                    COLLECTOR         5779    1    12      4       1900         40          36 1199      871       870     W TYVOLA RD                MAJOR ARTERIAL    1263    3    12      4       1900         45          36 1200      872       613     SC 98                      MINOR ARTERIAL    3338    2    12      0       1750         40          48 1201      873       1174 MT GALLANT RD                 COLLECTOR         5663    1    12      4       1750         40          64 1202      874       875     MCADENVILLE RD             COLLECTOR         3788    1    12      0       1750         40          13 1203      875       300     MCADENVILLE RD             COLLECTOR         1246    1    12      0       1750         40          13 I85 ONRAMP FROM 1204      875       906     MCADENVILL RD              FREEWAY RAMP      809     1    12      4       1700         40          13 1205      876        14     I85                       FREEWAY           4065    3    12     12       2250         70          5 1206      876       1876 I85                          FREEWAY           747     3    12     12       2250         70          5 1207      877       239     NC 7                       COLLECTOR         8707    2    12      0       1750         45          3 1208      877       452     N MAIN ST                  MINOR ARTERIAL    699     1    12      0       1750         40          4 I77 ONRAMP FROM MT HOLLY 1209      878       183     RD                         FREEWAY RAMP      1162    1    12      0       1700         40          85 1210      878       879     MT HOLLY RD                COLLECTOR         969     2    10      0       1750         45          85 I77 ONRAMP FROM MT HOLLY 1211      879       182     RD                         FREEWAY RAMP      1349    1    12      0       1700         40          85 Catawba Nuclear Station                                    K51                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1212      879       878     MT HOLLY RD             COLLECTOR         970     1    10      0       1750         45          85 1213      879       1367 MT HOLLY RD                COLLECTOR         2647    1    10      0       1700         50          85 1214      880       3475 SC 49                      COLLECTOR         2628    1    12      4       1700         40          68 1215      881       168     I77 ONRAMP FROM SC 49 FREEWAY RAMP      1186    1    12      4       1700         40          68 1216      881       882     SC 49                   MINOR ARTERIAL    775     2    12      8       1900         40          68 1217      882       167     I77 ONRAMP FROM SC 49 FREEWAY RAMP      986     1    12      4       1700         40          68 1218      882       881     SC 49                   COLLECTOR         775     1    12      8       1700         40          68 1219      882       883     SC 49                   COLLECTOR         2666    1    12      4       1750         40          68 1220      883       882     SC 49                   COLLECTOR         2669    1    12      4       1700         40          68 1221      883       1114 SPRATT ST                  COLLECTOR         716     1    12      4       1750         50          68 1222      883       1144 US 21                      COLLECTOR         6361    1    12      4       1750         55          68 1223      883       3175 US 21                      MINOR ARTERIAL    4830    2    12      4       1750         55          68 1224      884       158     I77 ONRAMP FROM US 21 FREEWAY RAMP      1524    1    12      4       1700         40          50 1225      884       337     US 21                   MINOR ARTERIAL    1021    2    12      4       1900         40          50 1226      884       1993 CAROWINDS BLVD             MINOR ARTERIAL    464     3    12      4       1750         40          50 1227      885       1974 W ARROWOOD RD              MINOR ARTERIAL    2271    2    12      4       1900         40          35 I485 ONRAMP FROM W 1228      886       557     ARROWHEAD RD            FREEWAY RAMP      1218    1    12      4       1700         40          34 1229      886       885     W ARROWOOD RD           MINOR ARTERIAL    3063    2    12      4       1900         40          35 I485 ONRAMP FROM W 1230      887       558     ARROWHEAD RD            FREEWAY RAMP      1026    1    12      4       1700         40          34 1231      887       886     W ARROWOOD RD           COLLECTOR         621     2    12      4       1900         40          34 1232      888       894     CARMEL RD               COLLECTOR         2159    2    12      4       1900         40          52 1233      889       1942 CARMEL RD                  COLLECTOR         2145    2    12      4       1900         40          43 1234      890       3139 CARMEL RD                  COLLECTOR         2802    1    12      4       1900         40          43 Catawba Nuclear Station                                 K52                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1235      891       1668 FAIRVIEW RD                    MINOR ARTERIAL    777     2    12      0       1750         40          38 1236      892       1676 PARK RD                        MINOR ARTERIAL    2392    2    12      0       1900         45          37 1237      892       3396 FAIRVIEW RD                    MINOR ARTERIAL    1703    2    12      4       1900         45          37 1238      893       1943 SHARON RD                      MAJOR ARTERIAL    1236    3    12      4       1900         40          37 1239      893       3395 FAIRVIEW RD                    MAJOR ARTERIAL    543     3    12      0       1900         40          37 1240      894       889     CARMEL RD                   MINOR ARTERIAL    3665    2    12      4       1900         40          43 1241      895       1595 SC 322                         COLLECTOR         3776    1    12      4       1750         40          74 1242      896       1389 SC 324                         COLLECTOR         4084    1    10      0       1700         60          73 1243      896       1390 SC 324                         COLLECTOR         4438    1    10      0       1700         60          74 1244      896       1603 SC 322                         COLLECTOR         6768    1    12      0       1700         60          73 1245      897       898     SC 322                      COLLECTOR         1709    1    12      0       1700         60          73 1246      898       3238 SR 167                         COLLECTOR         7575    1    12      0       1700         40          73 1247      898       3616 SC 322                         COLLECTOR         8219    1    12      0       1700         60          73 1248      899       526     SC 322                      COLLECTOR         4579    1    12      0       1750         60          82 1249      900       895     SC 322                      COLLECTOR         7070    1    12      4       1350         30          74 1250      900       1341 SC 901                         MINOR ARTERIAL    4598    2    12      4       1900         40          75 1251      900       3202 SC 322                         COLLECTOR         1390    2    12      4       1750         40          75 1252      901       480     I485 ONRAMP FROM I85     FREEWAY RAMP      3615    2    12      8       1900         40          15 1253      902       901     I485 ONRAMP FROM I85     FREEWAY RAMP      1733    2    12      8       1900         40          15 1254      902       3418 I485 ONRAMP FROM I85        FREEWAY RAMP      769     1    12      2       1900         65          15 1255      904       905     I85 ONRAMP FROM I485     FREEWAY RAMP      456     1    12      4       1350         30          15 1256      904       3418 I485                          FREEWAY           1002    2    12      2       2250         70          15 1257      905        21     I85 ONRAMP FROM I485     FREEWAY RAMP      944     1    12      4       1350         30          15 I85 OFFRAMP TO MCADENVILL 1258      906       875     RD                          FREEWAY RAMP      809     1    12      4       1750         40          13 Catawba Nuclear Station                                     K53                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number I85 ONRAMP FROM 1259      906       876     MCADENVILL RD           FREEWAY RAMP      429     1    12      4       1700         40          5 1260      907       765     BEATY RD                COLLECTOR         1433    1    12      4       1750         40          12 1261      908       762     TWIN TOPS RD            COLLECTOR         611     1    12      4       1750         40          22 1262      909       761     UNION NEW HOPE RD       COLLECTOR          576    1    12      0       1575         35          22 1263      909       908     TWIN TOPS RD            COLLECTOR         968     1    12      4       1700         40          22 1264      910       909     UNION NEW HOPE RD       COLLECTOR         1622    1    12      0       1700         50          22 1265      911       912     HOFFMAN RD              MINOR ARTERIAL    3653    2    12      0       1900         40          10 1266      911       1059    ROBINWOOD RD            MINOR ARTERIAL    6374    2    12      4       1750         40          10 1267      911       1078    ROBINWOOD RD            MINOR ARTERIAL    1831    2    12      4       1750         50          10 1268      912       282     HOFFMAN RD              MINOR ARTERIAL    3076    2    12      0       1750         40          11 1269      912       911     HOFFMAN RD              MINOR ARTERIAL    3655    2    12      0       1750         40          10 1270      913       914     I77 ONRAMP FROM I485 FREEWAY RAMP      2053    2    12      4       1900         65          40 1271      913       931     I77 ONRAMP FROM I485 FREEWAY RAMP      880     2    12      4       1900         40          40 1272      914       926     I77 ONRAMP FROM I485 FREEWAY RAMP      1057    2    12      4       1900         65          40 1273      915       564     I485 ONRAMP FROM I77 FREEWAY RAMP      2469    1    12      8       1700         60          40 1274      915       3015    I485 ONRAMP FROM I77 FREEWAY RAMP      994     2    12      4       1900         50          40 1275      916       921     WESTINGHOUSE BLVD       MAJOR ARTERIAL    1201    3    12      4       1900         40          40 1276      917       916     WESTINGHOUSE BLVD       MINOR ARTERIAL    3539    2    12      4       1900         40          40 1277      918       3006    E WESTINGHOUSE BLVD     MINOR ARTERIAL    1872    2    12      4       1900         40          40 1278      918       3007    NATIONS FORD RD         COLLECTOR         1362    1    12      4       1700         40          40 1279      918       3011    WESTINGHOUSE BLVD       MINOR ARTERIAL    1987    2    12      4       1900         40          40 1280      919       923     I485 ONRAMP FROM I77 FREEWAY RAMP      1893    2    12      4       1900         55          40 I485 ONRAMP FROM 1281      920       933     WESTINGHOUSE BLVD       FREEWAY RAMP      636     1    12      4       1700         40          40 Catawba Nuclear Station                                 K54                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1282      920       3010 WESTINGHOUSE BLVD           MINOR ARTERIAL    310     2    12      4       1900         40          40 1283      920       3014 WESTINGHOUSE BLVD           COLLECTOR         265     1    12      4       1700         40          40 I77 ONRAMP FROM 1284      921       155     WESTINGHOUSE BLVD        FREEWAY RAMP      1285    1    12      4       1700         40          40 1285      921       3014 WESTINGHOUSE BLVD           MAJOR ARTERIAL    450     3    12      4       1900         40          40 1286      922       919     I485 ONRAMP FROM I77  FREEWAY RAMP      744     2    12      4       1900         55          40 I77 OFFRAMP TO 1287      922       3010 WESTINGHOUSE BLVD           FREEWAY RAMP      1227    1    12      4       1900         40          40 1288      923       915     I485 ONRAMP FROM I77  FREEWAY RAMP      2199    2    12      4       1900         50          40 OFFRAMP TO WESTINGHOUSE 1289      924       921     RD                       FREEWAY RAMP      1912    1    12      4       1900         40          40 1290      925       152     I77                     FREEWAY           1632    3    12      8       2250         70          40 1291      925       153     I77                     FREEWAY           1249    3    12     12       2250         70          40 I77 OFFRAMP TO 1292      925       924     WESTINGHOUSE RD          FREEWAY RAMP      1352    1    12      4       1700         40          40 1293      926       153     I77 ONRAMP FROM I485  FREEWAY RAMP      586     2    12      4       1900         40          40 I485 OFFRAMP TO 1294      926       924     WESTINGHOUSE RD          FREEWAY RAMP      633     1    12      4       1700         40          40 1295      927       564     I485                    FREEWAY           928     3    12     12       2250         70          40 1296      927       565     I485                    FREEWAY           1958    4    12     12       2250         70          40 1297      928       563     I485 ONRAMP FROM I77  FREEWAY RAMP      1586    1    12      4       1700         40          40 1298      928       927     I485 ONRAMP FROM I77  FREEWAY RAMP      2604    2    12      8       1900         60          40 1299      929       928     I77 ACCESS RD           FREEWAY           3926    3    12      8       2250         70          40 1300      930       861     I77 ACCESS RD           FREEWAY RAMP      428     2    12      4       1900         40          40 1301      931       3132 I77 ACCESS RD              FREEWAY           755     3    12      8       2250         70          40 1302      932       914     I77 ONRAMP FROM I485  FREEWAY RAMP      462     1    12      4       1700         65          40 Catawba Nuclear Station                                  K55                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1303      932       931     I77 ONRAMP FROM I485   FREEWAY RAMP      1832    1    12      4       1700         60          40 I485 ONRAMP FROM 1304      933       919     WESTINGHOUSE BLVD         FREEWAY RAMP      516     1    12      4       1700         40          40 1305      934       936     E ARROWHEAD RD            COLLECTOR         1592    1    12      4       1900         40          41 1306      934       1027 E HEBRON ST                  COLLECTOR         2202    1    12      4       1900         40          41 1307      934       3280 W ARROWOOD RD                COLLECTOR         1140    1    12      4       1700         40          41 1308      935       149     I77                      FREEWAY           1611    4    12     10       2250         70          36 1309      935       150     I77                      FREEWAY           1286    4    12     10       2250         70          41 1310      936       1691 E ARROWHEAD RD               COLLECTOR         3929    1    12      4       1900         40          41 1311      936       3147 NATIONS FORD RD              COLLECTOR         647     2    12      4       1900         40          41 1312      937       938     NATIONS FORD RD           MINOR ARTERIAL    1243    2    12      4       1900         40          41 1313      938       939     NATIONS FORD RD           COLLECTOR         1436    1    12      4       1900         40          36 1314      939       940     NC 1164                   COLLECTOR         527     1    12      4       1900         40          36 I77 ONRAMP FROM NATIONS 1315      939       3390 FORD RD                      FREEWAY RAMP      170     1    12      4       1700         40          36 I77 ONRAMP FROM NATIONS 1316      940       149     FORD RD                   FREEWAY RAMP      670     1    12      4       1700         40          36 1317      940       939     NC 1164                   COLLECTOR         527     2    12      4       1900         40          36 1318      940       3281 NC 1164                      COLLECTOR         568     1    12      0       1700         40          36 1319      941       871     NC 1164                   COLLECTOR         3190    1    12      0       1900         40          36 1320      941       3283 NC 1164                      COLLECTOR         1039    1    12      0       1700         40          36 1321      942       584     W TYVOLA RD               MINOR ARTERIAL    3249    2    12      4       1900         40          35 1322      942       3500 W TYVOLA RD                  MINOR ARTERIAL    2443    2    12      4       1900         40          35 1323      943       951     W TYVOLA RD               MINOR ARTERIAL    1226    2    12      4       1900         40          26 BILLY GRAHAM PKWY ONRAMP 1324      944       390     FROM W TYVOLA RD          FREEWAY RAMP      1106    1    12      4       1700         40          26 Catawba Nuclear Station                                   K56                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1325      944       1659 W TYVOLA RD              MINOR ARTERIAL   823     2    12      4       1900         40          26 1326      945       946     W TYVOLA RD           COLLECTOR        4095    1    12      4       1700         45          26 1327      946       415     OLD STEELE CREEK RD   COLLECTOR        1136    1    12      4       1900         40          26 1328      946       416     W TYVOLA RD           COLLECTOR        2045    1    12      4       1700         40          27 1329      947       216     OLD STEELE CREEK RD   COLLECTOR        2228    1    12      4       1900         40          17 1330      948       628     WESTINGHOUSE BLVD     COLLECTOR        6321    1    12      4       1900         40          33 1331      948       1644 SHOPTON RD W             COLLECTOR        1210    1    12      4       1350         30          33 1332      949       1635 SHOPTON RD               COLLECTOR        4372    1    12      4       1350         30          33 1333      950       948     SHOPTON RD W          COLLECTOR        3069    1    12      4       1700         40          33 1334      951       944     W TYVOLA RD           MINOR ARTERIAL   1327    2    12      4       1900         40          26 1335      951       952     YORKMONT RD           MINOR ARTERIAL   2385    2    12      4       1900         30          26 1336      952       412     YORKMONT RD           COLLECTOR        3238    1    12      4       1900         40          26 1337      952       951     YORKMONT RD           MINOR ARTERIAL   2386    2    12      4       1900         40          26 1338      953       952     BEAM RD               MINOR ARTERIAL   2618    2    12      4       1900         40          26 1339      954       583     SHOPTON RD            COLLECTOR        1712    1    12      4       1900         40          35 1340      954       953     BEAM RD               COLLECTOR        7893    1    12      4       1900         40          35 1341      954       3410 BEAM RD                  COLLECTOR        1178    1    12      4       1700         40          35 1342      955       1649 SHOPTON RD               COLLECTOR        1942    1    12      4       1700         40          35 1343      956       955     SHOPTON RD            COLLECTOR        2290    1    12      4       1700         40          35 1344      957       634     DIXIE RIVER RD        COLLECTOR        1600    1    12      4       1900         40          34 1345      958       959     WALLACE NEEL RD       COLLECTOR        1122    1    12      4       1700         40          25 1346      958       3174 WEST BLVD                COLLECTOR        1026    1    12      4       1700         40          25 1347      959       970     WALLACE NEEL RD       COLLECTOR        1322    1    12      4       1700         40          25 1348      960       963     OLD DOWD RD           COLLECTOR        1732    1    12      0       1700         45          15 1349      961       962     OLD DOWD RD           COLLECTOR        1607    1    12      0       1700         45          15 Catawba Nuclear Station                               K57                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                    No. Lane Shoulder    Flow        Flow Stream Stream                                               Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1350      961       3151 OLD DOWD RD                COLLECTOR        2494    1    12      0       1700         50          15 1351      962       960     OLD DOWD RD             COLLECTOR        1709    1    12      0       1700         45          15 1352      963       964     OLD DOWD RD             COLLECTOR        1862    1    12      0       1700         45          15 1353      964       343     OLD DOWD RD             COLLECTOR        1729    1    12      0       1350         45          15 1354      965       966     WALLACE NEEL RD         COLLECTOR        5814    1    12      4       1700         40          25 1355      966       961     WALLACE NEEL RD         COLLECTOR        2783    1    12      4       1700         40          15 1356      967       965     DIXIE RIVER RD          COLLECTOR        1991    1    12      4       1700         40          25 1357      968       966     WALKERS FERRY RD        COLLECTOR        2181    1    12      4       1700         40          25 1358      969       3173 GARRISON RD                COLLECTOR        688     1    12      6       1700         40          25 1359      970       965     WALLACE NEEL RD         COLLECTOR        2374    1    12      4       1700         40          25 1360      971       645     DOBYS BRIDGE RD         COLLECTOR        3476    1    12      4       1750         45          69 1361      972       643     SANDLE BROOK LN         COLLECTOR        1861    1    12      4       1750         40          69 1362      973       643     SANDLE BROOK LN         COLLECTOR        952     1    12      4       1750         40          69 1363      974       612     SC 160                  COLLECTOR        434     1    12      4       1750         40          69 1364      975       658     ARDREY KELL RD          COLLECTOR        556     1    12      4       1900         40          69 1365      976       979     ARDREY KELL RD          COLLECTOR        2478    1    12      4       1750         40          69 1366      977       657     DRIVEWAY                MINOR ARTERIAL   382     2    12      4       1900         40          69 1367      978       659     MARVIN RD               COLLECTOR        3615    1    12      4       1700         40          57 1368      978       660     PROVIDENCE RD W         COLLECTOR        2569    2    12      4       1900         45          57 1369      979       1152 ARDREY KELL RD             COLLECTOR        2434    1    12      4       1700         40          69 1370      980       1153 COMMUNITY HOUSE RD         COLLECTOR        3998    1    12      4       1900         40          58 1371      980       3508 N COMMUNITY HOUSE RD       COLLECTOR        894     1    12      4       1700         40          57 1372      981       980     PROVIDENCE RD W         COLLECTOR        1833    1    12      4       1900         45          57 1373      982       831     BALLANTYNE COMMONS PKWY MINOR ARTERIAL   2759    2    12      4       1900         40          57 1374      982       1418 BALLANTYNE COMMONS PKWY    MINOR ARTERIAL   1979    2    12      4       1900         45          57 Catawba Nuclear Station                                 K58                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Saturation     Free Up      Down                                                    No. Lane Shoulder    Flow        Flow Stream Stream                                               Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1375      983       835     BALLANTYNE COMMONS PKWY MINOR ARTERIAL   2549    2    12      0       1900         45          57 1376      984       985     JOHN J DELANEY DR       MINOR ARTERIAL   946     2    12      4       1900         40          57 1377      984       986     JOHN J DELANEY DR       COLLECTOR        795     1    12      4       1700         40          57 1378      985       660     US 521                  MINOR ARTERIAL   3770    2    12      4       1900         55          57 1379      985       661     US 521                  MAJOR ARTERIAL   928     3    12      4       1900         45          57 1380      986       983     BALLANTYNE COMMONS PKWY MINOR ARTERIAL   1008    2    12      4       1900         45          57 1381      987       985     JOHN J DELANEY DR       MINOR ARTERIAL   410     2    12      4       1900         40          57 1382      988       983     BALLANTYNE CORPORATE PL COLLECTOR        1618    1    12      4       1900         40          57 1383      989       983     BALLANTYNE CORPORATE PL COLLECTOR        516     1    12      4       1900         40          57 1384      990       835     N COMMUNITY HOUSE RD    COLLECTOR        1089    1    12      4       1900         40          57 1385      990       3497 N COMMUNITY HOUSE RD       MINOR ARTERIAL   3478    2    12      4       1900         40          57 1386      991       992     N COMMUNITY HOUSE RD    COLLECTOR        2366    1    14      0       1700         40          57 1387      991       3492 COMMUNITY HOUSE RD         COLLECTOR        197     1    12      4       1350         30          57 1388      992       835     N COMMUNITY HOUSE RD    COLLECTOR        2027    1    14      0       1900         40          57 1389      992       991     N COMMUNITY HOUSE RD    COLLECTOR        2371    1    12      4       1700         40          57 1390      993       836     BALLANTYNE COMMONS PKWY MINOR ARTERIAL   1198    2    12      4       1900         45          58 1391      994       995     ELM LN                  COLLECTOR        2324    1    12      4       1700         40          58 1392      995       993     ELM LN                  COLLECTOR        1455    1    12      4       1900         40          58 1393      995       996     WILLIAMS POND LN        COLLECTOR        698     1    12      4       1900         40          58 1394      996       836     REA RD                  MINOR ARTERIAL   1311    2    12      4       1900         45          58 1395      996       1166 WILLIAMS POND LN           COLLECTOR        2417    1    12      4       1700         40          58 1396      997       996     REA RD                  MINOR ARTERIAL   3133    2    12      4       1900         50          58 1397      997       1743 REA RD                     MINOR ARTERIAL   3097    2    12      4       1900         50          58 1398      998       993     BALLANTYNE COMMONS PKWY MINOR ARTERIAL   2566    2    12      4       1900         45          58 1399      999       993     ELM LN                  COLLECTOR        2077    1    12      4       1900         40          58 Catawba Nuclear Station                                 K59                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1400     1000       784     REA RD                    MINOR ARTERIAL   2292    2    12      0       1900         40          53 1401     1000       1001 REA RD                       MINOR ARTERIAL   1911    2    12      0       1900         40          53 1402     1001       867     REA RD                    MINOR ARTERIAL   2142    2    12      4       1900         40          53 1403     1001       1000 REA RD                       MINOR ARTERIAL   1922    2    12      4       1900         40          53 1404     1002       867     REA RD                    COLLECTOR        4922    1    12      0       1900         40          53 1405     1003       3024 JOHNSTON RD                  MINOR ARTERIAL   1855    2    12      4       1900         40          52 1406     1004       862     PARK RD                   COLLECTOR        866     1    12      4       1900         40          51 1407     1005       863     JOHNSTON RD               MINOR ARTERIAL   2575    2    12      4       1900         40          52 1408     1005       864     CARMEL RD                 MINOR ARTERIAL   2983    2    12      4       1900         45          52 1409     1006       3027 PARK RD                      MAJOR ARTERIAL   3255    3    12      4       1900         40          52 1410     1007       1006 PARK RD                      MAJOR ARTERIAL   1799    3    12      4       1900         40          42 1411     1007       1008 PARK RD                      MAJOR ARTERIAL   2035    3    12      4       1900         40          42 1412     1008       1007 PARK RD                      MAJOR ARTERIAL   2035    3    12      4       1900         40          42 1413     1008       1009 PARK RD                      MAJOR ARTERIAL   1661    3    12      4       1900         40          42 1414     1008       1019 GLENEAGLES RD                COLLECTOR        2794    1    12      0       1700         40          42 1415     1009       1714 PARK RD                      MINOR ARTERIAL   5450    2    12      0       1900         40          42 1416     1009       3141 SHARON RD                    MINOR ARTERIAL   1084    2    12      0       1900         40          42 1417     1010       892     PARK RD                   MINOR ARTERIAL   2775    2    12      4       1900         45          37 1418     1010       1720 ARCHDALE DR                  COLLECTOR        1390    1    12      4       1900         40          42 1419     1011       1005 JOHNSTON RD                  MINOR ARTERIAL   3444    2    12      4       1900         40          52 1420     1011       1732 JOHNSTON RD                  MINOR ARTERIAL   1948    2    12      4       1900         40          52 1421     1012       1005 CARMEL RD                    MINOR ARTERIAL   1916    2    12      4       1900         45          52 1422     1013       1003 BIRNEN DR                    COLLECTOR        776     1    12      4       1900         40          52 S MECKIENBURG HIGH SCHOOL 1423     1014       1006 DR                           COLLECTOR        1095    1    12      4       1900         40          42 Catawba Nuclear Station                                   K60                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                        No. Lane Shoulder    Flow        Flow Stream Stream                                                   Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1424     1015       1006 ARBOR POINTE DR               COLLECTOR         975     1    12      4       1900         40          42 1425     1016       1007 SMITHFIELD CHURCH RD          MINOR ARTERIAL    1675    2    12      4       1900         40          42 1426     1017       1007 THURINGER CT                  MINOR ARTERIAL    282     2    12      4       1900         40          42 1427     1018       3018 SHARON RD W                   MINOR ARTERIAL    1441    2    12      4       1900         45          41 1428     1019       1020 GLENEAGLES RD                 COLLECTOR         4902    1    12      0       1900         40          42 1429     1020       889     QUAIL HOLLOW RD            MINOR ARTERIAL    2681    2    12      4       1900         40          42 1430     1021       1020 QUAIL HOLLOW RD               MINOR ARTERIAL    5345    2    12      4       1900         40          42 1431     1021       1023 SHARON RD                     MINOR ARTERIAL    3272    2    12      0       1900         40          42 1432     1022       1021 SHARON RD                     COLLECTOR         2433    1    12      4       1900         40          42 1433     1023       1021 SHARON RD                     MINOR ARTERIAL    3286    2    12      4       1900         40          42 1434     1023       1705 SHARON RD                     MINOR ARTERIAL    1277    2    12      4       1900         40          42 1435     1024       1726 E WESTINGHOUSE BLVD           MINOR ARTERIAL    4666    2    12      4       1900         40          41 1436     1025       918     NATIONS FORD RD            COLLECTOR         1909    1    12      4       1900         40          40 1437     1026       1027 NATIONS FORD RD               COLLECTOR         1232    1    12      4       1900         40          41 1438     1027       934     E HEBRON ST                COLLECTOR         2198    1    12      4       1900         40          41 1439     1027       1693 E HEBRON ST                   COLLECTOR         2649    1    12      4       1700         40          41 1440     1027       3005 NATIONS FORD RD               COLLECTOR         1742    1    12      4       1700         40          41 1441     1028       1026 NATIONS FORD RD               COLLECTOR         4203    1    12      4       1700         40          41 1442     1029       577     WESTINGHOUSE BLVD          MINOR ARTERIAL    6058    2    12      4       1750         50          39 1443     1030       869     W TYVOLA RD                COLLECTOR         431     2    12      0       1900         45          36 1444     1030       1032 I77 ONRAMP FROM TYOLA RD    FREEWAY RAMP      324     2    12      4       1900         40          36 1445     1030       1033 I77 ONRAMP FROM TYOLA RD    FREEWAY RAMP      308     2    12      4       1900         40          36 1446     1031       869     I77 OFFRAMP TO TYOLA RD  FREEWAY RAMP      419     1    12      4       1700         40          36 1447     1032       147     I77 ONRAMP FROM TYOLA RD FREEWAY RAMP      674     2    12      4       1900         40          36 1448     1033       146     I77 ONRAMP FROM TYOLA RD FREEWAY RAMP      499     2    12      4       1900         40          36 Catawba Nuclear Station                                    K61                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1449     1034       1030 I77 OFFRAMP TO TYOLA RD  FREEWAY RAMP      256     2    12      4       1900         40          36 1450     1035       871     W TYVOLA RD             MINOR ARTERIAL    2558    2    12      4       1900         45          36 1451     1036       588     PRESSLEY RD             MINOR ARTERIAL    3923    2    12      4       1900         40          27 1452     1036       1780 BARRINGER DR               COLLECTOR         3561    1    12      4       1900         40          27 1453     1037       143     I77 ONRAMP FROM NC 49 FREEWAY RAMP      463     1    12      4       1350         30          36 1454     1038       586     NC 49                   MINOR ARTERIAL    499     2    12      4       1900         40          36 1455     1038       587     NC 49                   MAJOR ARTERIAL    327     3    12      0       1900         45          36 1456     1038       1039 I77 ONRAMP FROM NC 49    FREEWAY RAMP      481     1    12      4       1350         30          36 1457     1039       143     I77 ONRAMP FROM NC 49 FREEWAY RAMP      652     1    12      4       1350         30          36 I77 OFFRAMP TO BILLY 1458     1040       395     GRAHAM PKWY             FREEWAY RAMP      483     1    12      4       1700         40          36 I77 OFFRAMP TO BILLY 1459     1041       1916 GRAHAM PKWY                FREEWAY RAMP      463     1    12      4       1700         40          36 1460     1042       716     HWY 557                 COLLECTOR         8184    1    12      0       1750         55          31 1461     1043       1042 HWY 557                    COLLECTOR         6164    1    12      0       1700         55          31 1462     1043       1044 HWY 557                    COLLECTOR         3060    1    12      0       1700         55          31 1463     1044       1043 HWY 557                    COLLECTOR         3065    1    12      0       1700         40          31 1464     1044       1806 CROSS RD                   COLLECTOR         2403    1    12      4       1700         40          32 1465     1045       1044 HWY 557                    COLLECTOR         5666    1    12      0       1700         50          32 1466     1045       1806 RIDGE RD                   COLLECTOR         5028    1    12      4       1700         40          32 1467     1046       1810 OAKRIDGE RD                COLLECTOR         2713    1    12      4       1700         40          32 1468     1046       1811 HWY 557                    COLLECTOR         2621    1    12      0       1700         50          32 1469     1047       1803 ROBINSON RD                COLLECTOR         7760    1    12      4       1700         40          20 1470     1048       1546 CROWDERS CREED RD          COLLECTOR         2601    1    12      4       1700         50          8 1471     1049       499     CROWDERS CREED RD       COLLECTOR         1166    1    12      4       1750         40          19 Catawba Nuclear Station                                 K62                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1472     1050       1064 STAGECOACH RD           COLLECTOR        2144    1    12      4       1700         40          19 1473     1051       500     OLD YORK RD          COLLECTOR        835     1    12      4       1750         40          19 1474     1052       501     LITTLE MOUNTAIN RD   COLLECTOR        964     1    12      4       1750         40          19 1475     1053       501     LITTLE MOUNTAIN RD   COLLECTOR        374     1    12      4       1750         40          19 1476     1054       503     DAVIS PARK RD        COLLECTOR        1953    1    12      4       1750         40          9 1477     1054       1066 DAVIS PARK RD           COLLECTOR        2214    1    12      4       1700         40          9 1478     1055       1056 NEAL HAWKINS RD         COLLECTOR        3914    1    10      0       1700         45          10 1479     1056       1057 NEAL HAWKINS RD         COLLECTOR        4568    1    10      0       1750         40          9 1480     1057       504     E HUDSON BLVD        MAJOR ARTERIAL   1015    3    12      0       1750         45          9 1481     1057       1826 HILLTOP DR              COLLECTOR        918     1    12      4       1700         40          9 1482     1058       505     CLYDE ST             COLLECTOR        2316    1    12      4       1750         40          9 1483     1058       1816 W HUDSON BLVD           MINOR ARTERIAL   1559    2    12      4       1750         40          9 1484     1059       1060 E HUDSON BLVD           MINOR ARTERIAL   4504    2    12      0       1900         50          10 1485     1059       1854 ROBINWOOD RD            MINOR ARTERIAL   2506    2    12      0       1750         50          10 1486     1060       746     E HUDSON BLVD        MINOR ARTERIAL   1833    2    12      0       1750         50          10 1487     1061       768     ARMSTRONG PARK RD    MINOR ARTERIAL   3304    2    12      4       1750         40          11 1488     1061       1062 E HUDSON BLVD           MINOR ARTERIAL   1842    2    12      0       1900         50          11 1489     1062       1059 E HUDSON BLVD           MINOR ARTERIAL   3623    2    12      0       1750         50          10 1490     1063       1047 ROBINSON RD             COLLECTOR        1753    1    12      4       1700         40          20 1491     1063       1798 ROBINSON RD             COLLECTOR        4207    1    12      4       1700         40          31 1492     1064       1065 STAGECOACH RD           COLLECTOR        1554    1    12      4       1700         40          9 1493     1065       1066 STAGECOACH RD           COLLECTOR        1574    1    12      4       1700         40          9 1494     1066       1067 STAGECOACH RD           COLLECTOR        2202    1    12      4       1700         40          9 1495     1067       1068 STAGECOACH RD           COLLECTOR        2494    1    12      4       1750         40          9 1496     1068       1819 STAGECOACH RD           COLLECTOR        419     1    12      4       1700         40          8 Catawba Nuclear Station                              K63                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                          No. Lane Shoulder    Flow        Flow Stream Stream                                                     Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name              Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1497     1069       1068 W HUDSON BLVD                    MINOR ARTERIAL   1758    1    12      4       1750         40          9 1498     1070       767     NC 279                        MAJOR ARTERIAL   2404    2    12      4       1750         40          11 1499     1070       1071 E HUDSON BLVD                    MINOR ARTERIAL   2888    2    12      4       1750         40          11 1500     1071       767     REDBUD DR                     MINOR ARTERIAL   3356    2    12      4       1750         40          11 1501     1071       1070 E HUDSON BLVD                    MINOR ARTERIAL   2890    2    12      4       1750         40          11 1502     1071       3213 E HUDSON BLVD                    MINOR ARTERIAL   1852    2    12      0       1750         55          11 1503     1072       266     REGAL OAKS RD                 COLLECTOR        230     1    12      4       1750         40          12 1504     1073       265     CRAMERTON RD                  COLLECTOR        1911    1    12      4       1750         40          12 1505     1073       1845 CRAMERTON RD                     COLLECTOR        2489    1    12      4       1750         40          12 1506     1074       200     MARKET ST                     MINOR ARTERIAL   1232    2    12      4       1750         40          12 1507     1075       472     WESLEYAN DR                   COLLECTOR        1679    1    12      0       1750         40          12 1508     1076       1070 TITMAN RD                        COLLECTOR        1482    1    12      4       1750         40          11 1509     1077       1855 ARMSTRONG PARK DR                COLLECTOR        3281    1    12      0       1700         40          11 1510     1077       3169 ARMSTRONG PARK RD                COLLECTOR        1975    1    12      0       1700         40          3 1511     1078       745     ROBINWOOD RD                  MINOR ARTERIAL   2997    2    12      4       1750         50          20 1512     1078       911     ROBINWOOD RD                  MINOR ARTERIAL   1828    2    12      4       1750         50          10 1513     1079       1080 GASTON DAY SCHOOL RD             COLLECTOR        2958    1    12      4       1700         40          21 GASTON DAY SCHOOL RD 1514     1080       1081 TRAFFIC CIRCLE TO KENDRICK RD    LOCAL ROADWAY    157     1    12      4        900         20          21 KENDRICK RD TRAFFIC CIRCLE TO 1515     1081       1082 GASTON DAY SCHOOL RD             LOCAL ROADWAY    141     1    12      4        900         20          21 GASTON DAY SCHOOL RD 1516     1082       1083 TRAFFIC CIRCLE TO KENDRICK RD    LOCAL ROADWAY    140     1    12      4        900         20          21 1517     1082       1857 GASTON DAY SCHOOL RD             COLLECTOR        1246    1    12      4       1700         40          21 KENDRICK RD TRAFFIC CIRCLE TO 1518     1083       1080 GASTON DAY SCHOOL RD             LOCAL ROADWAY    141     1    12      4        900         20          21 Catawba Nuclear Station                                       K64                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                         Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1519     1083       1088 KENDRICK RD             COLLECTOR        3471    1    12      4       1700         40          21 1520     1084       1085 BEATY RD                COLLECTOR        2502    1    12      4       1700         40          21 1521     1084       1087 KENDRICK RD             COLLECTOR        3504    1    12      4       1700         40          21 1522     1085       1084 BEATY RD                COLLECTOR        2524    1    12      4       1750         40          21 1523     1085       1086 BEATY RD                COLLECTOR        2164    1    12      4       1700         40          21 1524     1086       907     BEATY RD             COLLECTOR        1572    1    12      4       1700         40          22 1525     1087       1081 KENDRICK RD             COLLECTOR        3777    1    12      4       1700         40          21 1526     1088       1091 KENDRICK RD             COLLECTOR        3200    1    12      4       1700         40          20 1527     1089       741     BEATY RD             COLLECTOR        3359    1    12      4       1750         40          21 1528     1089       1090 BEATY RD                COLLECTOR        4242    1    12      4       1700         40          21 1529     1090       1084 BEATY RD                COLLECTOR        3995    1    12      4       1750         40          21 1530     1091       1078 KENDRICK RD             COLLECTOR        1070    1    12      4       1750         40          10 1531     1092       1094 GASTON DAY SCHOOL RD    COLLECTOR        1635    1    12      4       1700         40          20 1532     1093       1079 GASTON DAY SCHOOL RD    COLLECTOR        4365    1    12      4       1700         40          21 1533     1093       1092 GASTON DAY SCHOOL RD    COLLECTOR        1261    1    12      4       1700         40          20 1534     1094       743     GASTON DAY SCHOOL RD COLLECTOR        2130    1    12      4       1750         40          20 1535     1095       739     UNION NEW HOPE RD    COLLECTOR        3435    1    12      0       1700         55          21 1536     1096       620     ZOAR RD              COLLECTOR        6665    1    12      4       1700         40          48 1537     1096       859     YOUNGBLOOD RD        COLLECTOR        1776    1    12      4       1700         40          48 1538     1097       617     SC 49                MINOR ARTERIAL   3346    2    12      4       1750         40          54 1539     1097       3402 SC 49                   MINOR ARTERIAL   1400    2    12      4       1900         40          68 1540     1098       617     STATE HWY 22         COLLECTOR        1553    2    12      4       1750         40          54 1541     1099       854     SC 98                MINOR ARTERIAL   2561    2    12      0       1750         50          54 1542     1101       853     SPRINGFIELD PKWY     MINOR ARTERIAL   1974    1    12      4       1750         50          55 1543     1101       1120 SPRINGFIELD PKWY        COLLECTOR        3323    1    12      4       1750         50          55 Catawba Nuclear Station                              K65                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1544     1102       604     OLD NATION RD        COLLECTOR        5283    1    12      4       1700         40          68 1545     1103       855     STATE HWY 22         COLLECTOR        1319    1    12      4       1750         40          54 1546     1103       1111 STATE HWY 22            COLLECTOR        6169    1    12      4       1700         40          49 1547     1104       855     STATE HWY 22         COLLECTOR        1633    1    12      4       1750         40          54 1548     1104       1098 STATE HWY 22            COLLECTOR        7974    1    12      4       1700         40          54 1549     1105       1109 CAROWINDS BLVD          MINOR ARTERIAL   1204    2    12      4       1750         50          49 1550     1105       3191 CAROWINDS BLVD          MINOR ARTERIAL   2882    2    12      4       1900         50          49 1551     1106       1991 CHOATE CIR              COLLECTOR        2452    1    12      4       1700         40          49 1552     1107       1105 CATAWBA TRCE            COLLECTOR        911     1    12      4       1900         40          49 1553     1108       1992 SMITH RD                COLLECTOR        5219    1    12      4       1700         40          49 1554     1108       3048 HAMILTON RD             COLLECTOR        5901    1    12      4       1700         40          49 1555     1109       1105 CAROWINDS BLVD          MINOR ARTERIAL   1203    2    12      4       1900         50          49 1556     1109       3430 CAROWINDS BLVD          MAJOR ARTERIAL   1413    3    12      4       1900         45          50 1557     1110       1109 STATE HWY 22            COLLECTOR        5481    1    12      4       1750         40          49 1558     1110       1111 STATE HWY 22            COLLECTOR        2126    1    12      4       1700         40          49 1559     1111       1103 STATE HWY 22            COLLECTOR        6176    1    12      4       1700         40          49 1560     1111       1110 STATE HWY 22            COLLECTOR        2122    1    12      4       1750         40          49 1561     1112       832     PROVIDENCE RD W      COLLECTOR        3065    1    12      4       1900         40          56 1562     1113       605     S WHITE ST           COLLECTOR        624     1    12      4       1750         40          68 1563     1114       883     SPRATT ST            COLLECTOR        714     1    12      4       1750         50          68 1564     1114       3077 SPRATT ST               COLLECTOR        2564    1    12      4       1700         50          68 1565     1115       607     SPRINGFIELD PKWY     COLLECTOR        4490    1    12      1       1750         50          68 1566     1115       1117 SC 65                   COLLECTOR        6439    1    12      4       1750         40          68 1567     1116       3064 SC 65                   COLLECTOR        833     1    12      4       1750         40          68 1568     1117       1118 SC 160                  COLLECTOR        617     1    12      4       1750         45          68 Catawba Nuclear Station                              K66                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1569     1118       607     SC 160               COLLECTOR        4529    1    12      4       1750         45          68 1570     1118       1119 DOBYS BRIDGE RD         COLLECTOR        520     1    12      2       1700         40          68 1571     1119       1118 DOBYS BRIDGE RD         COLLECTOR        521     1    12      2       1750         40          68 1572     1119       1605 DOBYS BRIDGE RD         COLLECTOR        3745    1    12      2       1700         45          68 1573     1120       3304 SPRINGFIELD PKWY        COLLECTOR        3396    1    12      4       1750         50          55 1574     1121       1115 SPRINGFIELD PKWY        COLLECTOR        5678    1    12      4       1750         50          68 1575     1122       1101 OLD NATION RD           COLLECTOR        2427    1    12      4       1750         40          55 1576     1122       3302 OLD NATION RD           COLLECTOR        2228    1    12      4       1700         40          55 1577     1123       1120 OLD NATION RD           COLLECTOR        649     1    12      4       1750         40          55 SPRINGFIELD SCHOOLS 1578     1124       1101 DRIVEWAY                COLLECTOR        646     1    12      4       1750         40          55 1579     1125       3051 SC 98                   COLLECTOR        745     1    12      4       1700         40          50 1580     1125       3052 US 21                   COLLECTOR        1285    1    12      4       1700         55          50 1581     1126       1127 SC 98                   COLLECTOR        2132    1    12      4       1700         40          54 1582     1127       1125 SC 98                   COLLECTOR        2694    1    12      4       1750         40          55 1583     1128       858     DEERFIELD DR         COLLECTOR        535     2    12      4       1750         40          54 1584     1129       839     US 21                MINOR ARTERIAL   573     2    12      4       1750         45          50 1585     1129       1131 SC 641                  COLLECTOR        1803    1    12      4       1700         40          50 1586     1129       1132 US 21                   MINOR ARTERIAL   1844    1    12      4       1750         45          50 1587     1130       1129 RETAIL DR               COLLECTOR        306     1    12      4       1750         40          50 1588     1131       1129 SC 641                  COLLECTOR        1802    1    12      4       1750         40          50 1589     1131       3070 SC 641                  COLLECTOR        3001    1    12      4       1750         40          50 1590     1132       1129 US 21                   MINOR ARTERIAL   1844    2    12      4       1750         45          50 1591     1132       1133 REGENT PKWY             MINOR ARTERIAL   3811    2    12      4       1900         40          50 1592     1133       1132 REGENT PKWY             MINOR ARTERIAL   3803    2    12      4       1750         40          50 Catawba Nuclear Station                              K67                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1593     1133       3431 REGENT PKWY            MINOR ARTERIAL   3525    2    12      4       1900         40          50 1594     1134       1132 US 21                  COLLECTOR        733     1    12      4       1750         45          50 1595     1135       1134 CENTRAL CAROLINAS PKWY COLLECTOR        563     1    12      4       1750         40          50 1596     1136       1134 XPLORE SCUBA DRIVEWAY  COLLECTOR        413     1    12      4       1750         40          50 1597     1137       606     SC 160              COLLECTOR        873     1    12      0       1700         40          68 1598     1138       1137 SC 258                 COLLECTOR        2810    1    12      4       1750         40          68 1599     1139       1137 CLEBOURNE ST           COLLECTOR        1044    1    12      4       1750         30          68 1600     1139       1140 CLEBOURNE ST           COLLECTOR        333     1    12      4       1750         40          68 1601     1140       604     SC 160              COLLECTOR        1009    1    12      0       1700         45          68 1602     1140       605     SC 160              COLLECTOR        968     1    12      0       1750         45          68 1603     1141       1144 STATE HWY 100          COLLECTOR        1519    1    12      4       1750         40          68 1604     1141       1763 STATE HWY 100          COLLECTOR        2738    1    12      4       1700         40          68 1605     1142       1144 STATE HWY 100          COLLECTOR        1538    1    12      4       1750         40          68 1606     1142       3489 SC 648                 MINOR ARTERIAL   4002    1    12      4       1750         40          68 1607     1143       1140 MCCAMMON ST            COLLECTOR        593     1    12      4       1750         40          68 1608     1144       602     US 21               COLLECTOR        4551    1    12      4       1750         55          68 1609     1144       883     US 21               COLLECTOR        6360    1    12      4       1750         55          68 1610     1144       1141 STATE HWY 100          COLLECTOR        1519    1    12      4       1700         40          68 1611     1145       602     SC 160              MINOR ARTERIAL   1989    1    12      4       1750         45          68 1612     1145       619     SC 160              MINOR ARTERIAL   1598    2    12      0       1750         40          68 1613     1146       602     US 21               COLLECTOR        8540    1    12      0       1750         55          54 1614     1146       853     US 21               COLLECTOR        6121    1    12      4       1750         55          55 1615     1147       610     ROSEMONT DT         COLLECTOR        1438    1    12      4       1750         40          69 1616     1148       610     MACMILLAN PARK DR   COLLECTOR        563     1    12      4       1750         40          69 1617     1149       831     LANCASTER HWY       COLLECTOR        4192    1    12      4       1900         40          56 Catawba Nuclear Station                             K68                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1618     1149       3054 LANCASTER HWY               COLLECTOR         4696    1    12      2       1700         45          56 1619     1150       1425 NC 51                       MAJOR ARTERIAL    815     3    12      4       1900         45          51 1620     1151       833     CALIFORNIA PL PKWY       COLLECTOR         558     2    12      4       1900         40          51 1621     1152       1153 ARDREY KELL RD              COLLECTOR         3102    1    12      4       1900         40          70 1622     1153       1154 ARDREY KELL RD              COLLECTOR         3436    1    12      4       1900         40          58 1623     1154       1155 ARDREY KELL RD              COLLECTOR         1433    1    12      4       1900         40          58 1624     1154       1747 BLAKENEY HEATH RD           COLLECTOR         1367    1    12      4       1700         40          58 1625     1155       1156 ARDREY KELL RD              COLLECTOR         1062    1    12      0       1700         40          58 1626     1155       1743 REA RD                      COLLECTOR         1742    2    12      4       1900         55          58 1627     1155       1747 REA RD                      MINOR ARTERIAL    1090    2    12      4       1900         55          58 1628     1156       3529 ARDREY KELL RD              COLLECTOR         1899    1    12      0       1700         40          58 1629     1160       546     I485 ONRAMP FROM NC 16 FREEWAY RAMP      979     1    12      4       1700         40          59 1630     1160       1410 NC 16                       MINOR ARTERIAL    212     2    12      4       1900         40          59 1631     1161       1162 BALLANTYNE COMMONS PKWY     COLLECTOR         3369    1    12      4       1700         40          58 1632     1162       1163 BALLANTYNE COMMONS PKWY     MINOR ARTERIAL    1277    2    12      4       1900         40          59 1633     1163       1164 BALLANTYNE COMMONS PKWY     MINOR ARTERIAL    2699    2    12      4       1900         40          59 1634     1164       1165 BALLANTYNE COMMONS PKWY     COLLECTOR         1201    1    12      4       1900         40          59 1635     1165       1160 NC 16                       MINOR ARTERIAL    1335    2    12      4       1900         40          59 1636     1165       1167 MCKEE RD                    COLLECTOR         627     1    12      4       1700         40          59 1637     1166       1161 BALLANTYNE COMMONS PKWY     COLLECTOR         2905    1    12      4       1900         40          58 1638     1167       1165 MCKEE RD                    COLLECTOR         627     1    12      4       1900         40          59 1639     1168       1165 NC 16                       MINOR ARTERIAL    684     2    12      4       1900         40          59 1640     1169       1164 DRIVEWAY                    COLLECTOR         264     1    12      4       1900         40          59 1641     1171       1161 TOM SHORT RD                COLLECTOR         175     1    12      4       1900         40          58 1642     1173       1182 MT GALLANT RD               COLLECTOR         4789    1    12      4       1700         40          64 Catawba Nuclear Station                                  K69                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1643     1173       1183 MT GALLANT RD          COLLECTOR        4616    1    12      4       1700         40          63 1644     1173       1185 MUSEUM RD              COLLECTOR        3160    1    12      4       1700         40          63 1645     1174       780     MT GALLANT RD       COLLECTOR        1850    1    12      4       1750         40          65 1646     1174       1175 SC 196                 COLLECTOR        2987    1    12      4       1700         40          64 1647     1175       1190 SC 196                 COLLECTOR        2701    1    12      4       1700         40          64 1648     1176       780     STATE HWY 30        COLLECTOR        2207    1    12      4       1750         40          65 1649     1176       1174 SC 196                 COLLECTOR        2007    1    12      4       1750         40          65 1650     1177       774     STATE HWY 30        COLLECTOR        4221    1    12      4       1750         40          66 1651     1178       1237 MT GALLANT RD          COLLECTOR        1550    1    12      4       1750         40          67 1652     1178       1304 US 21                  MINOR ARTERIAL   2143    2    12      4       1750         40          67 1653     1178       3326 MT GALLANT RD          COLLECTOR        2432    1    12      0       1700         40          67 1654     1178       3379 US 21                  MINOR ARTERIAL   625     2    12      4       1900         40          67 1655     1179       3091 N ANDERSON RD          COLLECTOR        755     2    12      4       1900         40          67 1656     1179       3092 MCGALLANT RD           COLLECTOR        4911    1    12      4       1700         40          67 1657     1180       3429 N ANDERSON RD          MINOR ARTERIAL   2107    2    12      4       1900         40          76 1658     1181       1236 N ANDERSON RD          MINOR ARTERIAL   3055    2    12      4       1750         40          67 1659     1181       1294 US 21                  MAJOR ARTERIAL   747     3    12      4       1750         40          67 1660     1181       1298 US 21                  MAJOR ARTERIAL   801     3    12      4       1750         40          67 1661     1182       873     MT GALLANT RD       COLLECTOR        3959    1    12      4       1700         40          64 1662     1182       1173 MT GALLANT RD          COLLECTOR        4789    1    12      4       1750         40          64 1663     1183       753     MT GALLANT RD       COLLECTOR        6769    1    12      4       1750         40          63 1664     1184       1173 MUSEUM RD              COLLECTOR        1734    1    12      4       1750         40          63 1665     1185       1186 MUSEUM RD              COLLECTOR        4217    1    12      4       1700         40          63 1666     1186       1187 MUSEUM RD              COLLECTOR        3761    1    12      4       1700         40          63 1667     1187       1188 MUSEUM RD              COLLECTOR        1527    1    12      4       1750         40          63 Catawba Nuclear Station                             K70                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1668     1188       772     SC 161              MINOR ARTERIAL   3903    2    12      4       1750         45          63 1669     1188       773     SC 161              MINOR ARTERIAL   2024    2    12      4       1750         45          63 1670     1189       1205 SC 196                 COLLECTOR        2541    1    12      4       1700         40          66 1671     1189       3096 SC 161                 MINOR ARTERIAL   2380    2    12      4       1900         45          66 1672     1189       3321 SC 161                 MINOR ARTERIAL   2053    2    12      4       1900         45          66 1673     1190       1191 SC 196                 COLLECTOR        5255    1    12      4       1700         40          64 1674     1191       1189 SC 196                 COLLECTOR        3069    1    12      4       1750         40          66 1675     1192       812     RAWLINSON RD        MINOR ARTERIAL   439     2    12      4       1750         40          63 1676     1193       1194 RAWLINSON RD           COLLECTOR        6625    1    12      4       1700         40          63 1677     1193       1195 SC 901                 MINOR ARTERIAL   4495    2    12      4       1750         40          63 1678     1194       812     RAWLINSON RD        MINOR ARTERIAL   2936    2    12      4       1750         40          63 1679     1195       1196 SC 901                 MINOR ARTERIAL   6148    2    12      4       1750         40          63 1680     1196       810     SC 901              MINOR ARTERIAL   4318    2    12      4       1750         40          74 1681     1196       811     S HERLONG AVE       COLLECTOR        3574    1    12      4       1750         30          74 1682     1197       772     GRAYSON RD          COLLECTOR        2342    1    12      4       1750         40          63 1683     1198       779     SC 161              MINOR ARTERIAL   1118    3    12      4       1750         40          63 1684     1198       1227 SC 161                 MINOR ARTERIAL   1556    2    12      4       1750         45          63 1685     1199       1198 BUCHANAN PKWY          COLLECTOR        364     1    12      4       1750         40          63 1686     1200       1198 PENNINGTON RD          COLLECTOR        3796    1    12      4       1750         40          63 1687     1201       1208 EBENEZER RD            MINOR ARTERIAL   4613    2    12      4       1750         30          66 1688     1202       1195 HOLLIS LAKE RD         COLLECTOR        1150    1    12      4       1750         40          63 1689     1203       1195 HOLLIS LAKE RD         COLLECTOR        1154    1    12      4       1750         40          63 1690     1204       1201 HOLLIS LAKE RD         COLLECTOR        917     1    12      4       1750         40          66 1691     1205       1201 SC 892                 COLLECTOR        1303    1    12      4       1750         40          66 1692     1206       1201 EBENEZER RD            COLLECTOR        2487    1    12      4       1750         40          66 Catawba Nuclear Station                             K71                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1693     1207       773     EBENEZER RD         COLLECTOR        2333    1    12      4       1750         40          66 1694     1208       1219 S HERLONG AVE          MINOR ARTERIAL   1237    2    12      4       1750         30          66 1695     1208       3094 EBENEZER RD            COLLECTOR        2612    2    12      4       1750         30          66 1696     1209       1211 W OAKLAND AVE          COLLECTOR        1510    1    12      4       1750         40          75 1697     1209       1212 NORTH AVE              COLLECTOR        778     1    12      4       1750         30          75 1698     1209       1214 INDIAN HOOK RD         MINOR ARTERIAL   831     2    12      4       1750         30          75 1699     1210       1211 EBENEZER RD            COLLECTOR        2035    1    12      4       1750         30          75 1700     1210       1326 WESTERWOOD DR          COLLECTOR        1270    1    12      4       1750         40          75 1701     1211       1209 W OAKLAND AVE          COLLECTOR        1510    1    12      4       1750         30          75 1702     1211       1215 SC 53                  COLLECTOR        1631    1    12      4       1750         30          75 1703     1212       1213 CHARLOTTE AVE          COLLECTOR        695     1    12      4       1750         30          75 1704     1213       340     US 21               MINOR ARTERIAL   927     2    12      0       1750         40          75 1705     1213       1214 SC 322                 MINOR ARTERIAL   854     2    12      0       1750         40          75 1706     1213       1313 CHARLOTTE AVE          COLLECTOR        753     1    12      4       1750         40          75 1707     1214       1213 SC 322                 MINOR ARTERIAL   830     2    12      0       1750         40          75 1708     1214       1215 SC 322                 MINOR ARTERIAL   1257    2    12      0       1750         40          75 1709     1214       1322 OAKLAND AVE            MINOR ARTERIAL   854     2    12      4       1750         40          75 1710     1215       1214 SC 322                 MINOR ARTERIAL   1257    2    12      0       1750         40          75 1711     1215       1216 SC 322                 MINOR ARTERIAL   1765    2    12      0       1750         40          75 1712     1216       822     SC 322              COLLECTOR        1369    2    12      0       1750         40          75 1713     1216       1215 SC 322                 MINOR ARTERIAL   1766    2    12      0       1750         40          75 1714     1216       1343 CONSTITUTION BLVD      MINOR ARTERIAL   2531    2    12      4       1900         40          75 1715     1217       1196 S HERLONG AVE          COLLECTOR        2830    2    12      4       1750         30          63 1716     1217       1219 S HERLONG AVE          MINOR ARTERIAL   1361    2    12      4       1750         40          66 1717     1218       1208 HERLONG AVE            MINOR ARTERIAL   4340    2    12      4       1750         30          66 Catawba Nuclear Station                             K72                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1718     1218       3322 INDIAN HOOK RD         COLLECTOR        3602    1    12      4       1350         30          66 1719     1219       1217 S HERLONG AVE          MINOR ARTERIAL   1361    2    12      4       1900         30          66 1720     1219       1326 CONSTITUTION BLVD      COLLECTOR        3004    2    12      4       1750         40          66 1721     1220       1212 NORTH AVE              COLLECTOR        336     1    12      4       1750         40          75 1722     1221       1212 CHARLOTTE AVE          COLLECTOR        2101    1    12      4       1750         40          75 1723     1222       1218 HAMPTONWOOD RD         COLLECTOR        385     1    12      4       1750         40          66 1724     1223       829     SC 161              MINOR ARTERIAL   9514    2    12      0       1900         50          62 1725     1223       1225 STATE HWY 156          COLLECTOR        2420    1    12      4       1700         40          62 1726     1224       1223 STATE HWY 156          COLLECTOR        3141    1    12      4       1750         40          62 1727     1225       1223 STATE HWY 156          COLLECTOR        2420    1    12      4       1750         40          62 1728     1225       1587 STATE HWY 156          COLLECTOR        6940    1    12      4       1700         40          62 1729     1227       1198 SC 161                 MINOR ARTERIAL   1556    2    12      4       1750         45          63 1730     1227       1590 SC 161                 COLLECTOR        3571    2    12      4       1900         45          63 1731     1228       1227 MILLER POND RD         COLLECTOR        1488    2    12      4       1750         40          63 1732     1229       1230 SC 161                 MINOR ARTERIAL   666     3    12      4       1750         45          67 1733     1229       1232 RIVERVIEW RD           COLLECTOR        850     1    12      4       1700         40          67 1734     1229       3263 SC 161                 MAJOR ARTERIAL   2191    3    12      4       1900         45          67 1735     1230       777     SC 161              MINOR ARTERIAL   542     3    12      4       1750         45          67 1736     1230       1229 SC 161                 MINOR ARTERIAL   666     3    12      4       1750         45          67 1737     1230       1232 RIVERCHASE BLVD        COLLECTOR        693     1    12      4       1700         40          67 1738     1231       339     US 21               MINOR ARTERIAL   538     3    12      4       1750         40          67 1739     1231       1294 US 21                  MAJOR ARTERIAL   894     3    12      4       1750         40          67 1740     1232       1231 RIVERVIEW RD           COLLECTOR        1151    1    12      4       1750         40          67 1741     1233       1229 RIVERVIEW RD           COLLECTOR        1171    1    12      4       1750         40          67 1742     1234       1230 RIVERCHASE BLVD        COLLECTOR        1676    1    12      4       1750         40          67 Catawba Nuclear Station                             K73                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                        No. Lane Shoulder    Flow        Flow Stream Stream                                                   Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1743     1235       1231 RIVERVIEW RD                  COLLECTOR         3076    1    12      4       1750         40          67 1744     1235       1293 EDEN TERRACE                  COLLECTOR         3070    1    12      4       1700         40          67 1745     1236       1179 N ANDERSON RD                 MINOR ARTERIAL    2090    2    12      4       1750         40          67 1746     1236       1235 EDEN TERRACE                  COLLECTOR         3296    1    12      4       1700         40          67 1747     1237       1178 MT GALLANT RD                 COLLECTOR         1550    1    12      0       1750         40          67 1748     1237       1179 MT GALLANT RD                 COLLECTOR         1554    1    12      4       1750         40          67 1749     1237       1236 EDEN TERRACE                  COLLECTOR         1254    1    12      4       1750         40          67 1750     1238       1240 DAVE LYLE BLVD                MINOR ARTERIAL    1844    2    12      4       1900         40          76 1751     1238       1270 DAVE LYLE BLVD                MINOR ARTERIAL    2318    2    12      4       1750         40          76 DAVE LYLE BLVD OFFRAMP TO 1752     1238       3429 ANDERSON RD                   FREEWAY RAMP      930     1    12      4       1700         40          76 1753     1239       1240 DAVE LYLE BLVD                MINOR ARTERIAL    1561    2    12      4       1900         40          76 1754     1239       1241 DAVE LYLE BLVD                MINOR ARTERIAL    2239    2    12      4       1750         40          76 DAVE LYLE BLVD OFFRAMP TO 1755     1240       352     ANDERSON RD                FREEWAY RAMP      720     1    12      4       1750         40          76 1756     1240       1238 DAVE LYLE BLVD                MINOR ARTERIAL    1833    2    12      4       1900         40          76 1757     1240       1239 DAVE LYLE BLVD                MINOR ARTERIAL    1549    2    12      4       1750         40          76 1758     1241       1239 DAVE LYLE BLVD                MINOR ARTERIAL    2240    2    12      4       1750         40          76 1759     1241       1242 DAVE LYLE BLVD                MINOR ARTERIAL    3009    2    12      4       1750         40          76 1760     1242       1241 DAVE LYLE BLVD                MINOR ARTERIAL    3001    2    12      4       1750         40          76 1761     1242       1254 WILLOWBROOK AVE               COLLECTOR         405     1    12      4       1700         40          76 1762     1242       1566 DAVE LYLE BLVD                MINOR ARTERIAL    941     2    12      4       1900         40          75 1763     1243       1244 DAVE LYLE BLVD                MINOR ARTERIAL    535     2    12      4       1750         35          75 1764     1243       1253 E WHITE ST                    COLLECTOR         977     1    12      4       1750         30          75 1765     1243       1566 DAVE LYLE BLVD                MINOR ARTERIAL    2009    2    12      4       1900         40          75 Catawba Nuclear Station                                    K74                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                       Rev. 0

Saturation     Free Up      Down                                              No. Lane Shoulder    Flow        Flow Stream Stream                                         Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node          Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1766     1244       1243 DAVE LYLE BLVD       MINOR ARTERIAL   536     2    12      4       1750         35          75 1767     1244       1333 DAVE LYLE BLVD       MINOR ARTERIAL   346     2    12      4       1750         30          75 1768     1244       3116 E MAIN ST            COLLECTOR        926     1    12      4       1750         30          75 1769     1245       1249 SC 285               COLLECTOR        747     1    12      4       1700         40          75 1770     1245       1371 SC 243               COLLECTOR        963     1    12      4       1750         40          75 1771     1246       1327 SC 901               MINOR ARTERIAL   5676    2    12      4       1750         40          77 1772     1246       1374 SC 243               COLLECTOR        5005    1    12      4       1700         40          77 1773     1248       1245 HAMPTON ST           COLLECTOR        1890    1    12      4       1750         40          75 1774     1249       1373 SC 285               COLLECTOR        1210    1    12      4       1700         40          75 1775     1250       1331 OAKLAND AVE          COLLECTOR        399     1    12      4       1750         30          75 1776     1250       3117 SC 85                LOCAL ROADWAY    419     1    12      4       1350         30          75 1777     1251       1244 SC 1                 COLLECTOR        834     1    12      4       1750         30          75 1778     1251       1252 N WILSON RD          COLLECTOR        705     1    12      4       1750         35          75 1779     1252       1243 W WHITE ST           COLLECTOR        852     1    12      4       1750         30          75 1780     1252       3111 N WILSON RD          COLLECTOR        773     1    12      4       1575         35          75 1781     1253       1250 OAKLAND AVE          COLLECTOR        675     1    12      4       1750         30          75 1782     1253       1349 SC 245               COLLECTOR        592     1    12      4       1750         30          75 1783     1254       1260 WILLOWBROOK AVE      COLLECTOR        1295    1    12      4       1700         40          76 1784     1254       1375 N CONFEDERATE AVE    COLLECTOR        1986    1    12      4       1750         40          75 1785     1255       1242 WILLOWBROOK AVE      COLLECTOR        511     1    12      4       1750         40          75 1786     1256       1241 ANNAFREL ST          COLLECTOR        1133    1    12      4       1750         40          76 1787     1257       1241 ARAGON ST            COLLECTOR        722     1    12      4       1750         40          76 1788     1258       1239 GATEWAY BLVD         COLLECTOR        709     1    12      4       1750         40          76 1789     1259       1239 GATEWAY BLVD         COLLECTOR        683     1    12      4       1750         40          76 1790     1260       1376 ANNAFREL ST          COLLECTOR        1928    1    12      4       1750         40          76 Catawba Nuclear Station                           K75                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1791     1260       1378 WILLOWBROOK AVE        COLLECTOR        870     2    12      4       1900         40          76 1792     1261       1264 SPRINGSTEEN RD         COLLECTOR        960     1    12      4       1700         40          76 1793     1261       1267 DAVE LYLE BLVD         MINOR ARTERIAL   860     2    12      4       1750         40          79 1794     1261       1270 DAVE LYLE BLVD         MINOR ARTERIAL   2252    2    12      4       1750         40          76 1795     1262       1580 S ANDERSON RD          MAJOR ARTERIAL   1422    3    12      4       1750         40          76 1796     1263       1261 JOHN ROSS PKWY         COLLECTOR        1215    1    12      4       1750         40          76 1797     1264       1261 SPRINGSTEEN RD         COLLECTOR        960     1    12      4       1750         40          76 1798     1264       1265 SPRINGSTEEN RD         COLLECTOR        5395    1    12      4       1700         40          76 1799     1265       1262 SPRINGSTEEN RD         COLLECTOR        879     1    12      4       1750         40          76 1800     1266       1262 WILLOWBROOK AVE        COLLECTOR        3280    1    12      4       1750         40          76 1801     1267       338     DAVE LYLE BLVD      MINOR ARTERIAL   536     2    12      0       1750         40          79 1802     1267       1261 DAVE LYLE BLVD         MINOR ARTERIAL   860     2    12      4       1750         40          79 1803     1268       1267 TINSLEY WAY            COLLECTOR        268     1    12      4       1750         40          79 1804     1269       1267 LYLE LUMBER RD         COLLECTOR        325     1    12      4       1750         40          79 1805     1270       1238 DAVE LYLE BLVD         MINOR ARTERIAL   2318    2    12      4       1900         40          76 1806     1270       1261 DAVE LYLE BLVD         MINOR ARTERIAL   2246    2    12      4       1750         40          76 1807     1271       1270 MCGALLANT RD           COLLECTOR        850     1    12      4       1750         40          76 1808     1272       1270 HOOD CENTER DR         COLLECTOR        1207    1    12      4       1750         40          76 1809     1273       1274 DAVE LYLE BLVD         MINOR ARTERIAL   223     1    12      4       1750         40          79 1810     1274       1275 DAVE LYLE BLVD         MINOR ARTERIAL   3274    2    12      4       1750         40          79 1811     1275       1276 DAVE LYLE BLVD         MINOR ARTERIAL   1486    2    12      4       1750         40          79 1812     1275       1280 RED RIVER RD           COLLECTOR        3218    1    12      4       1700         40          79 1813     1276       1275 DAVE LYLE BLVD         MINOR ARTERIAL   1486    1    12      4       1750         40          79 1814     1276       1277 DAVE LYLE BLVD         MINOR ARTERIAL   1074    2    12      4       1750         40          79 1815     1277       341     DAVE LYLE BLVD      MINOR ARTERIAL   1276    2    12      4       1750         40          79 Catawba Nuclear Station                             K76                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1816     1277       1276 DAVE LYLE BLVD             MINOR ARTERIAL    1073    2    12      4       1750         40          79 1817     1278       1274 WATERFRONT PARK DR         COLLECTOR         973     1    12      4       1750         40          79 1818     1279       1275 RED RIVER RD               COLLECTOR         3521    1    12      4       1750         40          79 1819     1280       1275 RED RIVER RD               COLLECTOR         3218    1    12      4       1750         40          79 1820     1280       3312 SC 50                      COLLECTOR         1806    1    12      4       1700         40          79 1821     1281       1282 SC 50                      COLLECTOR         3770    1    12      4       1700         40          79 1822     1282       667     SC 5 ONRAMP FROM SC 50 FREEWAY RAMP      1196    1    12      4       1700         40          79 1823     1282       1283 SC 50                      COLLECTOR         971     1    12      4       1700         40          79 1824     1283       668     SC 5 ONRAMP FROM SC 50 FREEWAY RAMP      1377    1    12      4       1700         40          79 1825     1284       1285 SC 50                      COLLECTOR         3709    1    12      0       1750         45          79 1826     1284       1363 SC 50                      COLLECTOR         1588    1    12      4       1700         40          79 1827     1284       1364 SC S466                  COLLECTOR         2783    1    10      0       1700         55          79 1828     1285       1284 SC 50                      COLLECTOR         3710    1    12      0       1750         45          79 1829     1285       1357 SC 710                     COLLECTOR         7579    1    10      4       1700         40          79 1830     1286       1274 WATERFRONT PARK DR         COLLECTOR         952     1    12      4       1750         40          79 1831     1287       1276 MEETING BLVD               MINOR ARTERIAL    335     2    12      4       1750         40          79 1832     1288       1276 MEETING BLVD               MINOR ARTERIAL    477     2    12      4       1750         40          79 1833     1289       1277 DRIVEWAY                   MINOR ARTERIAL    344     2    12      4       1750         40          79 1834     1290       1277 SC 50                      MINOR ARTERIAL    373     2    12      4       1750         40          79 1835     1291       341     GALLERIA BLVD           COLLECTOR         1150    2    12      4       1750         40          79 1836     1292       341     GALLERIA BLVD           COLLECTOR         1332    2    12      4       1750         40          79 1837     1293       776     CELRIVER RD             COLLECTOR         3362    2    12      4       1750         40          68 1838     1293       3428 CELRIVER RD                COLLECTOR         4731    1    12      4       1750         40          68 1839     1294       1181 US 21                      MAJOR ARTERIAL    746     3    12      4       1750         40          67 1840     1294       1231 US 21                      MAJOR ARTERIAL    894     3    12      4       1750         40          67 Catawba Nuclear Station                                 K77                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                   No. Lane Shoulder    Flow        Flow Stream Stream                                              Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1841     1295       1294 PATRIOT PKWY              MINOR ARTERIAL   1000    2    12      4       1750         40          67 1842     1296       1294 AUTOMALL PKWY             MINOR ARTERIAL   700     2    12      4       1750         40          67 1843     1297       1181 DRIVEWAY                  COLLECTOR        351     1    12      4       1750         40          67 1844     1298       1181 US 21                     MAJOR ARTERIAL   801     3    12      4       1750         40          67 1845     1298       1299 US 21                     MAJOR ARTERIAL   1514    3    12      4       1750         40          67 1846     1299       1298 US 21                     MAJOR ARTERIAL   1514    3    12      4       1750         40          67 1847     1299       3379 US 21                     MINOR ARTERIAL   537     2    12      4       1900         40          67 1848     1300       1299 BILO DRIVEWAY            MINOR ARTERIAL   240     2    12      4       1750         40          67 1849     1301       1299 DRIVEWAY                  MINOR ARTERIAL   204     2    12      4       1750         40          67 1850     1302       1298 PLAZA BLVD                MINOR ARTERIAL   911     2    12      4       1750         40          67 1851     1303       1298 DRIVEWAY                  MINOR ARTERIAL   127     2    12      4       1750         40          67 1852     1304       1178 US 21                     MINOR ARTERIAL   2143    2    12      4       1750         40          67 1853     1304       1309 US 21                     MINOR ARTERIAL   2236    2    12      4       1750         40          67 1854     1305       1309 SC 1260                   COLLECTOR        3526    1    12      4       1750         40          67 1855     1306       1309 CHERRY PARK DRIVEWAY      MINOR ARTERIAL   266     2    12      4       1750         40          67 SULLIVAN MIDDLE SCHOOL 1856     1307       1304 DRIVEWAY                  MINOR ARTERIAL   311     2    12      4       1750         40          67 1857     1308       1218 HERLONG AVE               MINOR ARTERIAL   2840    2    12      4       1750         30          66 1858     1308       1311 SC 904                    COLLECTOR        1643    1    12      4       1700         40          66 1859     1309       1304 US 21                     MINOR ARTERIAL   2236    2    12      4       1750         40          67 1860     1309       1310 US 21                     MINOR ARTERIAL   1981    2    12      4       1750         40          67 1861     1310       1309 US 21                     MINOR ARTERIAL   1981    2    12      4       1750         40          67 1862     1310       1312 US 21                     MINOR ARTERIAL   1091    2    12      4       1750         40          75 1863     1311       1304 SC 904                    MINOR ARTERIAL   6835    2    12      4       1750         40          67 1864     1312       340     US 21                  MINOR ARTERIAL   2301    2    12      4       1750         40          75 Catawba Nuclear Station                                K78                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                  Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1865     1312       1310 US 21                  MINOR ARTERIAL   1091    2    12      4       1750         40          75 1866     1313       1314 CHARLOTTE AVE          COLLECTOR        528     1    12      4       1750         40          75 1867     1314       1315 CHARLOTTE AVE          COLLECTOR        593     1    12      4       1750         40          75 1868     1314       1323 MYRTLE DR              COLLECTOR        808     1    12      0       1750         40          75 1869     1315       1575 CHARLOTTE AVE          COLLECTOR        1336    1    12      4       1700         40          75 1870     1316       340     EVERGREEN LN        COLLECTOR        427     1    12      4       1750         40          75 1871     1317       340     EVERGREEN CIR       COLLECTOR        318     1    12      4       1750         40          75 1872     1318       1312 RICHMOND DR            COLLECTOR        722     1    12      4       1750         40          75 1873     1319       1312 EAGLE LOOP             MINOR ARTERIAL   761     2    12      4       1750         40          75 1874     1319       3203 EDEN TERRACE           COLLECTOR        2351    1    12      0       1750         40          76 1875     1320       1310 SC 125                 COLLECTOR        1222    1    12      4       1750         40          66 1876     1321       1310 PATTON ST              MINOR ARTERIAL   398     2    12      4       1750         40          67 1877     1322       1313 EDEN TERRACE           COLLECTOR        857     1    12      4       1750         40          75 1878     1322       1323 OAKLAND AVE            MINOR ARTERIAL   435     2    12      4       1750         40          75 1879     1323       1314 MYRTLE DR              COLLECTOR        808     1    12      4       1750         40          75 1880     1323       1572 OAKLAND AVE            MINOR ARTERIAL   636     2    12      4       1900         40          75 1881     1324       1574 OAKLAND AVE            MINOR ARTERIAL   677     2    12      4       1750         40          75 1882     1325       1324 STEWART AVE            COLLECTOR        2013    1    12      4       1750         40          75 1883     1325       1343 STEWART AVE            COLLECTOR        875     1    12      4       1700         40          75 1884     1325       1345 W WHITE ST             COLLECTOR        1691    1    12      4       1750         35          75 1885     1326       1216 CONSTITUTION BLVD      MINOR ARTERIAL   3619    2    12      4       1750         40          75 1886     1327       794     SC 72               MINOR ARTERIAL   1524    2    12      4       1750         30          77 1887     1327       1328 SC 901                 MINOR ARTERIAL   892     2    12      4       1750         40          77 1888     1328       794     SC 121              MINOR ARTERIAL   1111    2    12      4       1750         40          77 1889     1328       3200 SC 121                 MINOR ARTERIAL   1070    2    12      2       1750         40          77 Catawba Nuclear Station                             K79                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1890     1329       1370 S ELIZABETH LN         MINOR ARTERIAL   755     2    12      4       1750         40          75 1891     1329       3327 SC 72                  COLLECTOR        2679    1    12      4       1700         40          75 1892     1331       3381 SC 5                   COLLECTOR        192     1    12      4       1350         30          75 1893     1332       1248 HAMPTON ST             COLLECTOR        317     1    12      4       1900         40          75 1894     1332       1329 SC 341                 MINOR ARTERIAL   781     2    12      4       1750         35          75 1895     1333       1244 DAVE LYLE BLVD         MINOR ARTERIAL   346     2    12      4       1750         30          75 1896     1333       1334 DAVE LYLE BLVD         MINOR ARTERIAL   489     2    12      4       1900         30          75 1897     1333       3110 SC 5                   COLLECTOR        932     1    12      4       1750         30          75 1898     1334       3114 DAVE LYLE BLVD         COLLECTOR        487     1    12      4       1575         35          75 1899     1335       1336 SC 5                   MINOR ARTERIAL   451     2    12      4       1750         35          75 1900     1335       1346 SC 1                   COLLECTOR        1051    1    12      4       1575         35          75 1901     1336       1335 SC 5                   MINOR ARTERIAL   451     2    12      4       1750         35          75 1902     1336       3112 SC 5                   MINOR ARTERIAL   626     2    12      4       1750         35          75 1903     1337       1251 S WILSON RD            COLLECTOR        454     1    12      4       1750         35          75 1904     1337       1333 SC 5                   MINOR ARTERIAL   890     2    12      4       1750         30          75 1905     1337       1338 S WILSON RD            COLLECTOR        352     1    12      4       1575         35          75 1906     1338       1249 S WILSON RD            COLLECTOR        2465    1    12      4       1700         40          75 1907     1338       1337 S WILSON RD            COLLECTOR        352     1    12      4       1750         35          75 1908     1338       3115 SC 341                 MINOR ARTERIAL   1178    2    12      4       1900         35          75 1909     1339       1335 SC 5                   MINOR ARTERIAL   456     2    12      0       1750         35          75 1910     1340       1326 WESTERWOOD DR          COLLECTOR        1573    1    12      4       1750         40          75 1911     1341       900     SC 901              MINOR ARTERIAL   4578    1    12      4       1750         40          75 1912     1341       1342 SC 901                 MINOR ARTERIAL   1486    2    12      4       1750         40          75 1913     1342       1246 SC 901                 MINOR ARTERIAL   1905    2    12      4       1750         40          75 1914     1342       1341 SC 901                 MINOR ARTERIAL   1489    2    12      4       1900         40          75 Catawba Nuclear Station                             K80                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1915     1342       1374 STATE HWY 101                  COLLECTOR         4935    1    12      4       1700         40          75 1916     1343       1325 STEWART AVE                    COLLECTOR         879     1    12      4       1750         40          75 1917     1343       1339 CONSTITUTION BLVD              MINOR ARTERIAL    573     2    12      4       1750         40          75 1918     1344       1325 W WHITE ST                     COLLECTOR         1162    1    12      4       1750         40          75 1919     1345       1252 W WHITE ST                     COLLECTOR         572     1    12      4       1750         35          75 1920     1346       1251 SC 1                           COLLECTOR         584     1    12      4       1750         35          75 1921     1346       1345 LAUREL ST                      COLLECTOR         901     1    12      4       1750         35          75 1922     1347       1348 N WILSON RD                    COLLECTOR         881     1    12      4       1750         30          75 1923     1347       1576 OAKLAND AVE                    MINOR ARTERIAL    756     2    10      0       1750         40          75 1924     1348       1577 CHARLOTTE AVE                  COLLECTOR         476     1    12      4       1700         40          75 1925     1349       1375 SC 245                         COLLECTOR         808     1    10      0       1750         40          75 1926     1349       3383 N ELIZABETH LN                 COLLECTOR          630    1    12      4       1700         40          75 1927     1350       825     SC 5                        MINOR ARTERIAL    1631    2    12      0       1900         45          76 1928     1350       1355 SC 245                         COLLECTOR         583     1    12      4       1700         40          76 1929     1350       1356 SC 5                           MINOR ARTERIAL    738     2    12      4       1750         40          76 1930     1351       1352 PORTER RD                      COLLECTOR         443     1    10      0       1700         55          78 1931     1352       1353 PORTER RD                      COLLECTOR         6481    1    10      0       1700         55          78 1932     1353       179     I77 ONRAMP FROM PORTER RD FREEWAY RAMP      2465    1    12      4       1700         40          78 1933     1353       1354 PORTER RD                      COLLECTOR         2279    1    10      0       1700         50          78 1934     1354       178     I77 ONRAMP FROM PORTER RD FREEWAY RAMP      2439    1    12      4       1700         40          78 1935     1354       1353 PORTER RD                      COLLECTOR         2279    1    10      0       1700         50          78 1936     1354       1366 PORTER RD                      COLLECTOR         1295    1    10      0       1700         50          78 1937     1355       1351 PORTER RD                      COLLECTOR         839     1    12      4       1700         40          76 1938     1355       1360 SC 710                         COLLECTOR         4787    1    10      4       1700         40          78 1939     1356       823     SC 5                        MINOR ARTERIAL    555     2    12      4       1750         40          76 Catawba Nuclear Station                                     K81                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1940     1356       1350 SC 5                   MINOR ARTERIAL   738     2    12      4       1750         45          76 1941     1357       1362 SC 710                 COLLECTOR        1239    1    12      4       1750         40          79 1942     1357       1622 NEELYS CREEK RD        COLLECTOR        3774    1    10      0       1700         55          79 1943     1358       1362 STATE HWY 31           COLLECTOR        899     1    12      4       1750         40          79 1944     1358       1402 PANTRY DR              COLLECTOR        815     1    12      4       1700         40          79 1945     1359       1358 STATE HWY 31           COLLECTOR        6126    1    12      4       1700         40          79 1946     1360       1285 SC 710                 COLLECTOR        2855    1    10      4       1750         40          78 1947     1361       1357 STATE HWY 510          COLLECTOR        2350    1    12      4       1700         40          79 1948     1361       1362 SC S466              COLLECTOR        2238    1    10      0       1750         55          79 1949     1362       1358 STATE HWY 31           COLLECTOR        899     1    12      4       1700         40          79 1950     1362       1409 SC S466              COLLECTOR        4496    1    10      0       1700         55          79 1951     1363       1283 SC 50                  COLLECTOR        219     1    12      4       1700         40          79 1952     1363       1365 SC 143                 COLLECTOR        2427    1    12      4       1700         40          79 1953     1364       1361 SC S466              COLLECTOR        2337    1    10      0       1700         55          79 1954     1365       1364 SC 143                 COLLECTOR        1614    1    12      4       1700         40          79 1955     1366       1354 PORTER RD              COLLECTOR        1295    1    10      0       1700         50          78 1956     1366       1616 PORTER RD              COLLECTOR        3837    1    10      0       1700         50          78 1957     1366       1622 OAK POND RD            COLLECTOR        8172    1    12      4       1700         40          78 1958     1367       879     MT HOLLY RD         COLLECTOR        2636    2    10      0       1750         50          85 1959     1367       1620 MT HOLLY RD            COLLECTOR        5548    1    10      0       1700         50          85 1960     1368       1348 N WILSON RD            COLLECTOR        305     1    12      4       1750         40          75 1961     1368       1577 CURTIS ST              COLLECTOR        391     1    12      4       1700         40          75 1962     1369       1370 S ELIZABETH LN         MINOR ARTERIAL   438     2    12      4       1750         40          75 1963     1369       1380 SC 85                  COLLECTOR        718     1    10      0       1700         40          75 1964     1370       1329 S ELIZABETH LN         MINOR ARTERIAL   755     1    12      4       1750         40          75 Catawba Nuclear Station                             K82                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1965     1370       3382 SC 5                    COLLECTOR        120     2    10      0       1900         40          75 1966     1371       1246 SC 243                  COLLECTOR        3324    1    12      4       1750         40          75 1967     1372       1245 POND ST                 COLLECTOR        429     1    12      4       1750         40          75 1968     1373       1341 FRIEDHEIM RD            COLLECTOR        2933    1    12      4       1700         40          75 1969     1373       1342 STATE HWY 101           COLLECTOR        2647    1    12      4       1750         40          75 1970     1374       1394 STATE HWY 101           COLLECTOR        2303    1    12      4       1700         40          74 1971     1375       1376 SC 245                  COLLECTOR        1285    1    10      0       1750         40          75 1972     1375       1380 N CONFEDERATE AVE       COLLECTOR        740     1    12      4       1700         40          75 1973     1376       1377 SC 245                  COLLECTOR        855     1    10      0       1750         40          76 1974     1377       1350 SC 245                  COLLECTOR        4347    1    10      0       1750         40          76 1975     1377       1379 SC 191                  COLLECTOR        716     1    12      4       1700         40          76 1976     1378       1266 WILLOWBROOK AVE         COLLECTOR        2053    2    12      4       1900         40          76 1977     1378       1377 SC 191                  COLLECTOR        1936    1    12      4       1750         40          76 1978     1379       1356 SC 85                   COLLECTOR        3902    1    10      0       1750         40          76 1979     1380       1379 SC 85                   COLLECTOR        2115    1    10      0       1700         40          75 1980     1381       1336 SC 289                  COLLECTOR        1066    1    12      4       1750         35          75 1981     1382       811     SC 5                 MINOR ARTERIAL   1913    2    12      4       1750         40          74 1982     1382       1384 SC 5                    MINOR ARTERIAL   1801    2    12      4       1750         40          74 1983     1383       1382 THE CROSSING            COLLECTOR        1824    1    12      4       1750         40          74 1984     1384       812     SC 5                 MINOR ARTERIAL   1673    2    12      4       1750         40          63 1985     1384       1382 SC 5                    MINOR ARTERIAL   1801    2    12      4       1750         40          74 1986     1385       1384 MEADOWLARK DR           COLLECTOR        370     2    12      4       1750         40          74 1987     1386       1384 MEADOWLARK DR           COLLECTOR        417     2    12      4       1750         40          63 YORK ROAD ELEMENTARY 1988     1387       1382 DRIVEWAY                COLLECTOR        424     2    12      4       1750         40          74 Catawba Nuclear Station                              K83                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 1989     1388       1592 ADNAH CHURCH RD        COLLECTOR        698     1    12      4       1700         40          63 1990     1388       1597 SC 5                   COLLECTOR        848     1    12      4       1700         45          63 1991     1389       896     SC 324              COLLECTOR        4086    1    10      0       1750         60          73 1992     1389       3319 SC 324                 COLLECTOR        2329    1    10      0       1700         60          73 1993     1390       896     SC 324              COLLECTOR        4438    1    10      0       1750         60          74 1994     1390       1604 SC 324                 COLLECTOR        3083    1    10      0       1700         60          74 1995     1391       821     SC 5                COLLECTOR        2761    2    12      0       1900         60          61 1996     1392       512     KING MOUNTAIN ST    COLLECTOR        3604    1    12      0       1700         40          61 1997     1392       694     KING MOUNTAIN ST    COLLECTOR        2715    1    12      0       1750         40          61 1998     1393       1391 SC 64                  COLLECTOR        8458    1    12      4       1750         40          45 1999     1394       1395 STATE HWY 101          COLLECTOR        2614    1    12      4       1700         40          74 2000     1395       1396 STATE HWY 101          COLLECTOR        1981    1    12      0       1700         40          74 2001     1396       1397 STATE HWY 101          COLLECTOR        6255    1    12      0       1700         40          74 2002     1396       3421 STATE HWY 998          COLLECTOR        4950    1    12      4       1700         40          74 2003     1397       1398 STATE HWY 101          COLLECTOR        8008    1    12      0       1700         40          74 2004     1398       1399 SC 324                 COLLECTOR        4965    1    10      0       1700         60          84 2005     1398       1604 SC 324                 COLLECTOR        6029    1    10      0       1700         60          74 2006     1398       3123 BRATTONSVILLE RD       COLLECTOR        9509    1    12      0       1700         40          84 2007     1399       3201 SC 324                 COLLECTOR        2944    1    10      0       1700         60          84 2008     1400       1401 SC 324                 COLLECTOR        4168    1    10      0       1700         60          84 2009     1401       798     SC 72               COLLECTOR        2063    1    12      0       1700         40          84 2010     1402       670     SC 5                MINOR ARTERIAL   2024    2    12      0       1900         60          79 2011     1403       675     SC 5                COLLECTOR        611     1    12      4       1700         40          86 2012     1404       1405 US 21                  MINOR ARTERIAL   2082    2    12      0       1900         55          86 2013     1405       3573 US 21                  MINOR ARTERIAL   5587    2    12      0       1900         55          86 Catawba Nuclear Station                             K84                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2014     1406       1403 SC 160                       COLLECTOR         1571    1    12      4       1700         40          86 2015     1406       1407 SC S466                    COLLECTOR         1841    1    12      4       1700         40          86 2016     1407       1404 SC S466                    COLLECTOR         1944    1    12      4       1700         40          86 2017     1408       1403 SC 160                       COLLECTOR         6273    1    12      4       1700         40          79 2018     1409       1406 SC S466                    COLLECTOR         3843    1    10      0       1700         55          79 2019     1410       1413 NC 16                        MINOR ARTERIAL    397     2    12      4       1900         40          59 2020     1412       547     I485 ONRAMP FROM NC 16  FREEWAY RAMP      520     1    12      4       1700         40          59 2021     1413       1412 I485 ONRAMP FROM NC 16     FREEWAY RAMP      386     1    12      4       1700         40          59 2022     1413       3518 NC 16                        MINOR ARTERIAL    218     2    12      4       1900         40          59 2023     1414       837     REA RD                    MINOR ARTERIAL    257     2    12      0       1900         40          58 2024     1414       1415 REA RD                       MINOR ARTERIAL    339     2    12      4       1900         45          58 2025     1414       1417 I485 ONRAMP FROM REA RD    FREEWAY RAMP      446     1    12      4       1700         40          58 2026     1415       1414 REA RD                       MINOR ARTERIAL    339     2    12      4       1900         40          58 2027     1415       1416 I485 ONRAMP FROM REA RD    FREEWAY RAMP      587     1    12      4       1700         40          58 2028     1416       543     I485 ONRAMP FROM REA RD FREEWAY RAMP      427     1    12      4       1700         40          58 2029     1417       543     I485 ONRAMP FROM REA RD FREEWAY RAMP      405     1    12      4       1700         40          58 2030     1418       661     BALLANTYNE COMMONS PKWY   MAJOR ARTERIAL    1342    3    12      4       1900         40          57 2031     1418       1419 JOHN J DELANEY DR            MINOR ARTERIAL    1963    2    12      4       1900         45          57 2032     1419       1422 US 521                       MAJOR ARTERIAL    682     4    12      4       1900         45          57 2033     1419       3400 US 521                       MAJOR ARTERIAL    627     3    12      0       1900         45          57 2034     1420       1419 DRIVEWAY                     COLLECTOR         170     1    12      4       1900         40          57 2035     1421       1418 DURANT BLVD                  COLLECTOR         205     1    12      4       1900         40          57 2036     1422       662     US 521                    MINOR ARTERIAL    1429    2    12      0       1900         45          57 2037     1422       3495 I485 ONRAMP FROM US 521    FREEWAY RAMP      1471    2    12      4       1900         40          57 2038     1423       540     I485 ONRAMP FROM US 521 FREEWAY RAMP      450     1    12      4       1700         40          57 Catawba Nuclear Station                                   K85                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2039     1424       1150 LEITNER DR                   COLLECTOR         1033    1    12      4       1900         40          51 2040     1425       842     NC 51                     MAJOR ARTERIAL    605     3    12      0       1900         45          51 2041     1426       1425 CENTRUM PKWY                 MINOR ARTERIAL    332     2    12      4       1900         40          51 2042     1427       1425 CENTRUM PKWY                 MINOR ARTERIAL    344     2    12      4       1900         40          51 2043     1428       842     NC 51                     COLLECTOR         445     1    12      4       1900         40          51 2044     1428       843     NC 51                     MAJOR ARTERIAL    431     4    12      0       1900         45          51 2045     1429       843     I485 OFFRAMP TO NC 51   FREEWAY RAMP      643     1    12      4       1700         40          51 2046     1430       1428 I485 OFFRAMP TO NC 51      FREEWAY RAMP      502     1    12      4       1700         40          51 2047     1431       535     I485                     FREEWAY           1170    3    12     12       2250         70          51 2048     1431       536     I485                     FREEWAY           665     3    12     12       2250         70          51 2049     1431       1429 I485 OFFRAMP TO NC 51      COLLECTOR         694     1    12      4       1700         40          51 2050     1432       847     I485 OFFRAMP TO US 521  COLLECTOR         1061    1    12      4       1900         40          51 2051     1433       846     US521                    MAJOR ARTERIAL    654     3    12      4       1900         40          51 2052     1433       847     US521                    MINOR ARTERIAL    403     2    12      0       1900         45          51 2053     1433       1434 I485 ONRAMP FROM US 521    FREEWAY RAMP      654     1    12      4       1700         40          51 2054     1434       534     I485 ONRAMP FROM US 521 FREEWAY RAMP      701     1    12      4       1700         40          51 2055     1435       846     I485 OFFRAMP TO US 521  FREEWAY RAMP      472     1    12      4       1700         40          51 2056     1436       631     NC 160                    MAJOR ARTERIAL    369     3    12      4       1900         40          34 2057     1436       632     NC 160                    MAJOR ARTERIAL    323     3    12      0       1900         45          34 2058     1436       1438 I485 ONRAMP FROM NC 160    FREEWAY RAMP      597     1    12      4       1700         40          34 2059     1437       554     I485 ONRAMP FROM NC 160 FREEWAY RAMP      724     1    12      4       1700         40          34 2060     1438       554     I485 ONRAMP FROM NC 160 FREEWAY RAMP      705     1    12      4       1700         40          34 2061     1439       209     TUCKASEEGEE RD            COLLECTOR         1085    1    12      4       1900         40          15 2062     1440       483     I485                     FREEWAY           1135    2    12     12       2250         70          15 2063     1440       1441 I485 OFFRAMP TO ANDERW     FREEWAY RAMP      438     1    12      4       1700         40          15 Catawba Nuclear Station                                   K86                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number JACKSON HWY I485 OFFRAMP TO ANDERW 2064     1441       208     JACKSON HWY              FREEWAY RAMP      713     1    12      4       1900         40          15 2065     1442       201     PEACH ORCHARD RD         MINOR ARTERIAL    669     1    12      4       1750         40          12 2066     1443       201     LAKEWOOD RD              COLLECTOR         1198    1    12      0       1750         40          12 2067     1444       764     CRAMER MOUNTAIN RD       COLLECTOR         1102    1    12      4       1750         40          12 2068     1445       472     HICKORY GROVE RD         COLLECTOR         1153    1    12      4       1750         40          4 2069     1445       1446    HICKORY GROVE RD         COLLECTOR         2221    1    12      4       1700         40          4 2070     1446       1447    HICKORY GROVE RD         COLLECTOR         2662    1    12      4       1700         40          4 2071     1452       1445    RIVERSIDE DR             MINOR ARTERIAL    1220    2    12      4       1750         40          4 2072     1453       1074    8TH AVE                  COLLECTOR         641     1    12      4       1750         40          12 2073     1454       1074    8TH AVE                  COLLECTOR         2454    1    12      0       1750         40          12 2074     1455       198     DRIVEWAY                 COLLECTOR         251     1    12      4       1750         40          12 2075     1456       877     E 1ST ST                 COLLECTOR         473     1    12      4       1750         40          4 2076     1458       196     ANDREW JACKSON HWY       MAJOR ARTERIAL    1214    3    12      0       1750         50          3 2077     1459       1458    S CHURCH ST              COLLECTOR         624     1    12      4       1750         40          3 2078     1460       1458    DRIVEWAY                 COLLECTOR         321     1    12      4       1750         40          3 2079     1461       196     LINBERGER RD             COLLECTOR         328     1    12      4       1750         40          3 2080     1462       1463    ANDREW JACKSON HWY       MAJOR ARTERIAL    1604    3    12      0       1750         50          3 2081     1463       1464    ANDREW JACKSON HWY       MAJOR ARTERIAL    1193    3    12      0       1750         50          3 2082     1464       195     ANDREW JACKSON HWY       MAJOR ARTERIAL    1552    3    12      0       1750         50          3 2083     1465       1464    DRIVEWAY                 COLLECTOR         391     1    12      4       1750         40          3 2084     1466       1463    DRIVEWAY                 COLLECTOR         608     1    12      4       1750         40          3 2085     1467       1462    DRIVEWAY                 COLLECTOR         1225    1    12      4       1750         40          3 2086     1468       193     ANDREW JACKSON HWY       MAJOR ARTERIAL    2424    3    12      0       1750         50          2 Catawba Nuclear Station                                  K87                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2087     1469       1468 W CLUB CIRCLE DR       COLLECTOR        197     1    12      4       1750         40          2 2088     1470       258     COUNTRY CLUB RD     COLLECTOR        1909    1    12      4       1750         40          2 2089     1470       1468 W CLUB CIRCLE DR       COLLECTOR        342     1    12      4       1750         40          2 2090     1471       1472 ANDREW JACKSON HWY     MAJOR ARTERIAL   1334    3    12      0       1750         50          2 2091     1472       1473 ANDREW JACKSON HWY     MAJOR ARTERIAL   2071    3    12      0       1750         50          2 2092     1473       1474 ANDREW JACKSON HWY     MAJOR ARTERIAL   928     3    12      0       1750         50          2 2093     1474       1475 ANDREW JACKSON HWY     MAJOR ARTERIAL   602     3    12      0       1750         50          2 2094     1475       1476 ANDREW JACKSON HWY     MAJOR ARTERIAL   916     3    12      0       1750         50          2 2095     1476       1829 ANDREW JACKSON HWY     MAJOR ARTERIAL   1020    3    12      0       1900         50          2 2096     1477       1478 ANDREW JACKSON HWY     MINOR ARTERIAL   567     2    12      0       1750         50          2 2097     1478       1479 ANDREW JACKSON HWY     MINOR ARTERIAL   558     2    12      0       1750         50          1 2098     1478       1518 S MARIETTA ST          MINOR ARTERIAL   612     1    12      4       1750         40          2 2099     1479       191     ANDREW JACKSON HWY  MINOR ARTERIAL   556     2    12      0       1750         50          1 2100     1479       1499 S SOUTH ST             COLLECTOR        564     1    12      4       1750         40          1 2101     1480       238     NC 7                MINOR ARTERIAL   4425    2    12      0       1750         50          3 2102     1480       1482 SPENCER MOUNTAIN RD    COLLECTOR        815     1    12      4        850         40          3 2103     1481       1487 COX RD                 MINOR ARTERIAL   1467    2    12      4       1750         40          3 2104     1483       1481 ABERDEEN BLVD          COLLECTOR        507     1    12      4       1750         40          3 2105     1484       1481 ABERDEEN BLVD          COLLECTOR        526     1    12      4       1750         40          3 2106     1485       1487 COURT DR               COLLECTOR        470     1    12      4       1750         40          3 2107     1486       1487 COURT DR               COLLECTOR        397     1    12      4       1750         40          3 2108     1487       1480 COX RD                 MINOR ARTERIAL   2457    2    12      4       1750         40          3 2109     1488       192     NC 274              MINOR ARTERIAL   567     2    12      4       1750         45          2 2110     1489       1477 S OAKLAND ST           COLLECTOR        549     1    12      4       1750         40          2 2111     1489       1488 E 2ND AVE              COLLECTOR        425     1    12      4       1750         40          2 Catawba Nuclear Station                             K88                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2112     1490       1488 E 2ND AVE               COLLECTOR        777     1    12      4       1750         40          2 2113     1491       232     US 321               MAJOR ARTERIAL   618     3    12      4       1750         40          1 2114     1492       191     US 321               MAJOR ARTERIAL   580     3    12      4       1750         40          1 2115     1493       508     W GARRISON BLVD      MINOR ARTERIAL   300     1    12      0       1750         45          9 2116     1495       233     W 3RD AVE            COLLECTOR        571     1    12      4       1750         40          1 2117     1496       1479 S SOUTH ST              COLLECTOR        568     1    12      4       1750         40          1 2118     1496       1492 W 2ND AVE               COLLECTOR        552     1    12      4       1750         40          1 2119     1499       1491 W MAIN AVE              COLLECTOR        565     1    12      4       1750         40          1 2120     1500       1491 W MAIN AVE              COLLECTOR        462     1    12      4       1750         40          1 2121     1500       3364 US 321                  MAJOR ARTERIAL   550     1    12      0       1750         40          1 2122     1502       508     E GARRISON BLVD      MINOR ARTERIAL   2054    2    12      0       1750         45          9 2123     1503       749     E GARRISON BLVD      MINOR ARTERIAL   1934    2    12      0       1750         45          10 2124     1504       1503 E GARRISON BLVD         MINOR ARTERIAL   3289    2    12      0       1750         45          10 2125     1505       1504 E GARRISON BLVD         MINOR ARTERIAL   1783    2    12      0       1750         40          10 2126     1505       1507 BUTTONWOOD DR           COLLECTOR        2878    1    12      4       1750         40          2 2127     1506       1077 GARDNER PARK DR         COLLECTOR        1963    1    12      0       1750         40          11 2128     1507       193     NC 279               MINOR ARTERIAL   774     2    12      4       1750         40          2 2129     1508       1505 BUTTONWOOD DR           COLLECTOR        609     1    12      4       1750         40          10 2130     1509       1504 CHURCHILL DR            COLLECTOR        1929    1    12      4       1750         40          10 2131     1510       1504 SCHIELE MUSEUM DRIVEWAY COLLECTOR        342     1    12      4       1750         40          10 2132     1511       1503 S CHESTNUT ST           COLLECTOR        1269    1    12      4       1750         40          10 2133     1512       1503 S CHESTNUT ST           COLLECTOR        554     1    12      4       1750         40          10 2134     1513       1502 S MARIETTA ST           COLLECTOR        704     1    12      4       1750         40          10 2135     1514       1502 S MARIETTA ST           COLLECTOR        376     1    12      4       1750         40          10 2136     1515       234     N BROAD ST           COLLECTOR        475     1    12      4       1750         40          2 Catawba Nuclear Station                              K89                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2137     1516       232     NC 7                MINOR ARTERIAL   1105    2    12      4       1750         45          1 2138     1517       1516 N MARIETTA ST          MINOR ARTERIAL   533     1    12      4       1750         40          2 2139     1518       1499 W MAIN AVE             COLLECTOR        580     1    12      4       1750         40          1 2140     1518       1516 N MARIETTA ST          MINOR ARTERIAL   645     1    12      4       1750         40          2 2141     1519       230     W RANKIN AVE        COLLECTOR        593     1    12      4       1750         40          1 2142     1521       1524 US 321                 MINOR ARTERIAL   3087    2    12      4       1750         45          1 2143     1522       1521 W DAVIDSON AVE         COLLECTOR        785     1    12      4       1750         40          1 2144     1524       229     US 321              MINOR ARTERIAL   447     2    12      4       1750         40          1 2145     1525       1524 RADIO ST               COLLECTOR        460     1    12      4       1750         40          1 2146     1526       1471 BEVERLY DR             COLLECTOR        193     1    12      4       1750         40          2 2147     1527       1471 BEVERLY DR             COLLECTOR        259     1    12      4       1750         40          2 2148     1528       1472 THOMAS ST              COLLECTOR        484     1    12      4       1750         40          2 2149     1529       1472 S BEVERLY AVE          COLLECTOR        153     1    12      4       1750         40          2 2150     1530       1473 S BEVERLY AVE          COLLECTOR        540     1    12      4       1750         40          2 2151     1531       1473 S BEVERLY AVE          COLLECTOR        485     1    12      4       1750         40          2 2152     1532       1474 N CHURCH ST            COLLECTOR        787     1    12      4       1750         40          2 2153     1533       1474 S CHURCH ST            COLLECTOR        500     1    12      4       1750         40          2 2154     1534       1476 S AVON ST              COLLECTOR        517     1    12      4       1750         40          2 2155     1535       1475 S CHESTNUT ST          COLLECTOR        541     1    12      4       1750         40          2 2156     1536       1475 N CHESTNUT ST          COLLECTOR        187     1    12      4       1750         40          2 2157     1537       1476 S AVON ST              COLLECTOR        221     1    12      4       1750         40          2 2158     1538       1539 CRAWFORD RD            COLLECTOR        3012    1    12      4       1700         40          31 2159     1539       1540 CRAWFORD RD            COLLECTOR        2165    1    12      4       1700         40          30 2160     1540       1541 FERGUSON RIDGE RD      COLLECTOR        5483    1    12      4       1700         50          30 2161     1541       1542 CROWDERS CREED RD      COLLECTOR        2151    1    12      4       1700         40          8 Catawba Nuclear Station                             K90                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2162     1542       1543 CROWDERS CREED RD       COLLECTOR        1621    1    12      4       1700         40          8 2163     1543       1544 FREEDOM MILL RD         COLLECTOR        3587    1    12      4       1700         40          8 2164     1544       1545 FREEDOM MILL RD         COLLECTOR        3152    1    12      4       1700         40          8 2165     1545       3138 FREEDOM MILL RD         COLLECTOR        1823    1    12      4       1700         40          8 2166     1545       3227 LEWIS RD                COLLECTOR        2595    1    12      0       1700         40          8 2167     1546       1547 CROWDERS CREED RD       COLLECTOR        2730    1    12      4       1700         50          8 2168     1547       1548 CROWDERS CREED RD       COLLECTOR        2243    1    12      4       1700         50          8 2169     1548       1549 CHAPEL GROVE SCHOOL RD  COLLECTOR        1415    1    12      0       1700         40          8 2170     1548       1871 CROWDERS CREED RD       COLLECTOR        1754    1    10      0       1700         55          8 2171     1549       3230 CHAPEL GROVE SCHOOL RD  COLLECTOR        3770    1    12      0       1700         40          8 2172     1550       1551 FERGUSON RIDGE RD       COLLECTOR        1303    1    10      0       1700         50          31 2173     1551       1540 FERGUSON RIDGE RD       COLLECTOR        5499    1    10      0       1700         50          30 2174     1552       492     RIDGE RD             COLLECTOR       13277    1    12      4       1750         40          31 2175     1553       718     SC 90                COLLECTOR        2578    1    12      4       1750         40          30 2176     1554       718     SUMMER ST            COLLECTOR        602     1    12      4       1750         40          30 2177     1555       598     HAMILTONS FERRY RD   COLLECTOR        4852    1    12      4       1750         40          32 2178     1556       598     ROBINWOOD RD         COLLECTOR        739     1    12      4       1750         40          32 2179     1557       599     NC 49                MINOR ARTERIAL   2839    2    12      0       1750         50          32 2180     1558       1557 MILL POND RD            COLLECTOR        2400    1    12      4       1750         40          32 2181     1559       1557 DRIVEWAY                COLLECTOR        339     1    12      4       1750         40          32 2182     1560       595     HERITAGE DR          COLLECTOR        2426    1    12      4       1750         40          33 2183     1561       595     DRIVEWAY             COLLECTOR        380     1    12      4       1750         40          33 2184     1562       1096 YOUNGBLOOD RD           COLLECTOR        5374    1    12      4       1700         40          48 2185     1563       572     GRAND PALISADES PKWY COLLECTOR        982     1    12      4       1750         40          48 2186     1564       572     RIVERPOINTE DR       COLLECTOR        651     1    12      4       1750         40          48 Catawba Nuclear Station                              K91                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2187     1565       751     ALLISON CREEK RD     COLLECTOR         2509    1    12      4       1350         30          47 2188     1566       1242 DAVE LYLE BLVD          MINOR ARTERIAL    944     2    12      4       1750         40          75 2189     1566       1243 DAVE LYLE BLVD          MINOR ARTERIAL    2008    2    12      4       1750         40          75 2190     1567       1349 CHARLOTTE AVE           COLLECTOR         876     2    12      4       1750         40          75 2191     1567       1568 HOPE ST                 COLLECTOR         544     1    12      4       1700         40          75 2192     1568       1566 ANNIE LN                COLLECTOR         379     1    12      4       1575         35          75 2193     1568       1567 HOPE ST                 COLLECTOR         543     1    12      4       1575         35          75 2194     1569       1322 EDEN TERRACE            MINOR ARTERIAL    231     2    12      4       1750         40          75 2195     1570       1313 EDEN TERRACE            COLLECTOR         1053    1    12      4       1750         40          75 2196     1571       1314 MYRTLE DR               COLLECTOR         1100    1    12      4       1750         40          75 2197     1572       1315 SUMTER AVE              COLLECTOR         879     1    12      4       1750         40          75 2198     1572       1324 OAKLAND AVE             MINOR ARTERIAL    639     2    12      4       1750         40          75 2199     1573       1315 SUMTER AVE              COLLECTOR         1216    1    12      4       1750         40          75 2200     1574       1347 OAKLAND AVE             MINOR ARTERIAL    1434    2    10      0       1750         40          75 2201     1574       1575 UNION AVE               COLLECTOR         932     1    12      4       1700         40          75 2202     1575       1348 CHARLOTTE AVE           COLLECTOR         1867    1    12      4       1750         40          75 2203     1576       1253 OAKLAND AVE             MINOR ARTERIAL    1304    2    10      0       1750         40          75 2204     1576       1577 EBENEZER AVE            COLLECTOR         525     1    12      4       1700         40          75 2205     1577       1567 CHARLOTTE AVE           MINOR ARTERIAL    737     2    12      4       1900         40          75 2206     1578       1257 CURTIS ST               COLLECTOR         1132    1    12      4       1700         40          76 2207     1578       1368 CURTIS ST               COLLECTOR         2857    1    12      4       1700         40          76 2208     1579       1574 UNION AVE               COLLECTOR         866     1    12      4       1750         40          75 2209     1579       3111 EBENEZER AVE            COLLECTOR         1542    1    12      4       1700         40          75 2210     1580       825     SC 5                 FREEWAY RAMP      1936    1    12      4       1700         40          76 2211     1580       826     S ANDERSON RD        COLLECTOR         2529    1    12      4       1700         40          76 Catawba Nuclear Station                              K92                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number I85 ONRAMP FROM 2212     1581        28     TUCKASEEGEE RD            FREEWAY RAMP      1120    1    12      4       1700         40          17 2213     1582       365     DRIVEWAY                  COLLECTOR         146     1    12      4       1900         40          17 2214     1583       367     ALLEGHANY ST              MINOR ARTERIAL    305     2    12      4       1900         40          17 2215     1584       363     FREEDOM DR                MAJOR ARTERIAL    448     3    12      4       1900         40          17 2216     1585       363     ASHLEY RD                 COLLECTOR         581     1    12      4       1900         40          17 I85 ONRAMP FROM FREEDOM 2217     1586        30     DR                        FREEWAY RAMP      1004    2    12      4       1900         40          17 2218     1587       815     STATE HWY 156             COLLECTOR         2175    1    12      4       1700         40          62 2219     1588       1587    MT GALLANT RD             COLLECTOR         4704    1    12      4       1700         40          62 2220     1589       1388    ADNAH CHURCH RD           COLLECTOR         8403    1    12      4       1700         50          63 2221     1590       754     SC 161                    MINOR ARTERIAL    563     2    12      4       1750         45          63 2222     1590       1227    SC 161                    COLLECTOR         3579    2    12      4       1750         45          63 2223     1590       1589    ADNAH CHURCH RD           COLLECTOR         7102    1    12      4       1700         40          63 2224     1591       830     SC 324                    COLLECTOR         3091    1    12      2       1750         40          61 2225     1591       3425    STATE HWY 740             COLLECTOR         2818    1    12      4       1700         40          61 2226     1592       1593    SC 102                    COLLECTOR         3299    1    12      4       1700         55          63 2227     1593       1594    SC 102                    COLLECTOR         6924    1    12      4       1700         55          74 2228     1594       1595    SC 102                    COLLECTOR         4866    1    12      4       1750         40          74 2229     1595       1596    SC 322                    COLLECTOR         2206    1    12      1       1700         50          74 2230     1596       896     SC 322                    COLLECTOR        12293    1    12      1       1750         65          74 2231     1597       814     SC 5                      COLLECTOR         3010    1    12      0       1700         45          63 2232     1597       1388    SC 5                      COLLECTOR         849     1    12      4       1900         30          63 2233     1598       814     SC 5                      COLLECTOR         3337    1    12      4       1700         40          62 2234     1598       815     SC 5                      COLLECTOR         1251    1    12      0       1700         45          62 Catawba Nuclear Station                                   K93                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2235     1598       1599 GORDON RD               COLLECTOR        4218    1    12      0       1700         40          62 2236     1599       1600 GORDON RD               COLLECTOR        4005    1    12      0       1700         40          62 2237     1600       3634 GORDON RD               COLLECTOR        9417    1    12      0       1700         40          73 2238     1601       3632 TRAFFIC CIRCLE          COLLECTOR        122     1    12      0       1125         25          73 2239     1602       3420 SC 324                  COLLECTOR        9570    1    12      2       1700         40          62 2240     1602       3635 SC 324                  COLLECTOR       11856    1    12      2       1700         50          73 2241     1603       897     SC 322               COLLECTOR        4415    1    12      0       1700         60          73 2242     1604       1390 SC 324                  COLLECTOR        3081    1    10      0       1700         60          74 2243     1604       1398 SC 324                  COLLECTOR        6031    1    10      0       1700         60          74 2244     1605       3308 DOBYS BRIDGE RD         COLLECTOR        2059    1    12      2       1700         45          68 2245     1606       3310 DOBYS BRIDGE RD         COLLECTOR        1113    1    12      0       1700         50          68 2246     1607       1608 DOBYS BRIDGE RD         COLLECTOR       16562    1    12      0       1700         50          69 2247     1608       971     DOBYS BRIDGE RD      COLLECTOR        3382    1    12      4       1700         45          80 2248     1609       646     RIVER RD             COLLECTOR        2915    1    12      4       1750         40          80 2249     1610       646     COLLINS RD           COLLECTOR        2215    1    12      4       1750         40          69 2250     1611       647     US 521               MINOR ARTERIAL   4512    2    12      0       1900         55          80 2251     1611       1613 SHELLY MULLIS RD        COLLECTOR        6425    1    12      4       1700         40          80 2252     1612       1611 SHELLY MULLIS RD        COLLECTOR        1123    1    12      4       1750         40          80 2253     1613       1611 SHELLY MULLIS RD        COLLECTOR        6425    1    12      4       1750         40          80 2254     1613       3445 SHELLY MULLIS RD        COLLECTOR        940     1    12      4       1700         40          69 2255     1614       1408 SC 160                  COLLECTOR        5725    1    12      4       1700         40          79 2256     1615       1359 STATE HWY 31            COLLECTOR        5211    1    12      4       1700         40          79 2257     1616       1617 PORTER RD               COLLECTOR        5336    1    10      0       1700         50          85 2258     1617       1367 STATE HWY 716           COLLECTOR        6353    1    12      4       1700         40          85 2259     1617       1618 PORTER RD               COLLECTOR        2967    1    10      0       1700         50          85 Catawba Nuclear Station                              K94                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2260     1618       1619 NEELYS CREEK RD        COLLECTOR        5255    1    10      0       1700         55          85 2261     1619       1620 NEELYS CREEK RD        COLLECTOR        2507    1    10      0       1700         55          85 2262     1620       1621 MT HOLLY RD            COLLECTOR        1205    1    10      0       1700         50          85 2263     1620       3576 COLLINS RD             COLLECTOR        1929    1    10      0       1700         50          85 2264     1621       3541 MT HOLLY RD            COLLECTOR        1829    1    10      0       1700         50          85 2265     1622       1366 OAK POND RD            COLLECTOR        8172    1    12      4       1700         40          78 2266     1622       1623 NEELYS CREEK RD        COLLECTOR        4598    1    10      0       1700         55          86 2267     1623       1618 NEELYS CREEK RD        COLLECTOR        4894    1    10      0       1700         55          86 2268     1625       712     LAKE WYLIE RD       COLLECTOR        2945    1    12      4       1750         45          47 2269     1626       3246 LAKE WYLIE RD          COLLECTOR        2951    1    12      0       1700         45          47 2270     1627       677     BETHELFIELDS TRCE   COLLECTOR        1182    1    12      4       1750         45          47 2271     1628       751     SC 274              MINOR ARTERIAL   2258    2    12      0       1900         60          47 2272     1628       1629 SC 80                  COLLECTOR        2143    1    12      4       1700         40          47 2273     1629       1630 SC 80                  COLLECTOR        2646    1    12      4       1700         40          47 2274     1630       1631 SC 80                  COLLECTOR        7316    1    12      4       1700         40          47 2275     1631       3097 SC 54                  COLLECTOR       13059    1    12      4       1700         55          63 2276     1631       3295 SC 80                  COLLECTOR        5727    1    12      4       1700         40          46 2277     1632       872     SC 98               MINOR ARTERIAL   3257    2    12      4       1750         40          48 2278     1633       1632 SC 98                  MINOR ARTERIAL   3301    2    12      4       1750         40          48 2279     1634       1633 SC 98                  MINOR ARTERIAL   3413    2    12      4       1900         40          48 2280     1635       3042 SLEDGE RD              COLLECTOR        5265    1    12      4       1700         40          33 2281     1635       3043 SHOPTON RD             COLLECTOR        847     1    12      4       1350         30          33 2282     1636       1637 SHOPTON RD             COLLECTOR        3955    1    12      4       1350         30          33 2283     1637       950     SHOPTON RD W        COLLECTOR        2312    1    12      4       1350         30          33 2284     1638       1639 BEREWICK COMMONS PKWY  COLLECTOR        124     1    12      4       1700         40          34 Catawba Nuclear Station                             K95                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name            Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number TRAFFIC CIRCLE TO SHOPTON RD W
SHOPTON RD W TRAFFIC CIRCLE 2285     1639       1640    TO BEREWICK COMMONS PKWY     COLLECTOR        111     1    12      4       1350         30          34 BEREWICK COMMONS PKWY TRAFFIC CIRCLE TO SHOPTON RD 2286     1640       1641    W                            COLLECTOR        116     1    12      4       1700         40          34 2287     1641       630     SHOPTON RD W                 COLLECTOR        2906    1    12      4       1900         40          34 2288     1642       1640    BEREWICK COMMONS PKWY        COLLECTOR        881     1    12      4       1700         40          34 2289     1643       1638    BEREWICK COMMONS PKWY        COLLECTOR        1295    1    12      4       1700         40          34 2290     1644       948     SHOPTON RD W                 COLLECTOR        1216    1    12      4       1350         30          33 2291     1644       1958    SHOPTON RD W                 COLLECTOR        2047    1    12      4       1350         30          33 2292     1645       629     BROWN GRIER RD               COLLECTOR        1348    1    12      4       1900         40          34 2293     1646       1652    SANDY PORTER RD              COLLECTOR        4280    1    12      4       1700         45          40 2294     1646       3409    NC 49                        MINOR ARTERIAL   1284    2    12      4       1900         40          40 2295     1647       887     BROWN GRIER RD               COLLECTOR        1543    2    12      4       1900         40          34 2296     1647       1651    SANDY PORTER RD              COLLECTOR        1875    1    12      4       1700         40          34 2297     1648       1646    SANDY PORTER RD              COLLECTOR        754     1    12      4       1750         40          40 2298     1649       954     SHOPTON RD                   COLLECTOR        3443    1    12      4       1900         40          35 2299     1650       634     SHOPTON RD                   COLLECTOR        1999    1    12      2       1900         40          34 2300     1650       956     SHOPTON RD                   COLLECTOR        3347    1    12      4       1700         40          34 2301     1651       1650    SANDY PORTER RD              COLLECTOR        4893    1    12      4       1700         40          34 2302     1652       1647    SANDY PORTER RD              COLLECTOR        3702    1    12      4       1900         45          34 2303     1653       786     NC 273                       COLLECTOR        4552    1    12      4       1700         40          33 2304     1654       943     N FALLS DR                   COLLECTOR        609     1    12      4       1900         40          26 2305     1655       943     N FALLS DR                   COLLECTOR        390     1    12      4       1900         40          26 Catawba Nuclear Station                                      K96                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2306     1656       951     YORKMONT RD               COLLECTOR         803     1    12      4       1900         40          26 2307     1657       945     CASCADE POINTE BLVD       COLLECTOR         859     1    12      4       1900         40          26 2308     1658       945     CASCADE POINTE BLVD       COLLECTOR         544     1    12      4       1900         40          26 BILLY GRAHAM PKWY ONRAMP 2309     1659       1660 FROM W TYVOLA RD             FREEWAY RAMP      562     1    12      4       1700         40          26 2310     1659       1661 W TYVOLA RD                  MINOR ARTERIAL    495     2    12      4       1900         40          26 BILLY GRAHAM PKWY ONRAMP 2311     1660       389     FROM W TYVOLA RD          FREEWAY RAMP      647     1    12      4       1700         40          26 2312     1661       945     W TYVOLA RD               MINOR ARTERIAL    828     2    12      4       1900         40          26 2313     1662       1677 RUNNYMEDE LN                 MINOR ARTERIAL    1286    2    12      0       1900         40          37 2314     1663       1664 RUNNYMEDE LN                 MINOR ARTERIAL    1406    2    12      0       1900         45          37 2315     1664       1670 RUNNYMEDE LN                 MINOR ARTERIAL    1763    2    12      0       1900         45          37 2316     1665       1669 SHARON RD                    MINOR ARTERIAL    579     2    12      4       1900         40          38 2317     1666       1699 SHARON RD                    MAJOR ARTERIAL    2421    3    12      4       1900         40          38 2318     1666       1938 COLONY RD                    MINOR ARTERIAL    1639    2    12      4       1900         40          38 2319     1667       891     FAIRVIEW RD               MAJOR ARTERIAL    5139    3    12      0       1900         40          38 2320     1670       1665 RUNNYMEDE LN                 MINOR ARTERIAL    2344    2    12      0       1900         45          38 2321     1671       1670 COLONY RD                    COLLECTOR         806     1    12      4       1900         40          37 2322     1672       1670 COLONY RD                    COLLECTOR         383     1    12      4       1900         40          37 SELWYN ELEMENTARY SCHOOL 2323     1673       1664 DR                           COLLECTOR         566     1    12      4       1900         40          37 2324     1674       1664 BARCLAY DOWNS DR             LOCAL ROADWAY     1743    1    12      4       1900         30          37 2325     1675       1677 SELWYN AVE                   COLLECTOR         417     1    12      4       1900         40          37 2326     1676       1679 SELWYN AVE                   COLLECTOR         1559    1    12     10       1700         40          37 2327     1676       1786 PARK RD                      MINOR ARTERIAL    2081    2    12      0       1900         40          37 2328     1677       1663 RUNNYMEDE LN                 MINOR ARTERIAL    1311    2    12      0       1900         45          37 Catawba Nuclear Station                                   K97                                  KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2329     1678       1676 DRIVEWAY               COLLECTOR        347     1    12      4       1900         40          37 2330     1679       1680 SELWYN AVE             LOCAL ROADWAY    244     1    12     10        900         20          37 2331     1680       3361 SELWYN AVE             COLLECTOR        2618    1    12     10       1700         40          37 2332     1681       1662 E WOODLAWN RD          COLLECTOR        1003    2    12      0       1900         40          37 2333     1681       1682 DRIVEWAY               COLLECTOR        1550    1    10      4       1900         40          37 2334     1682       1681 DRIVEWAY               COLLECTOR        1566    1    10      4       1900         40          37 2335     1682       3350 PARK RD                MINOR ARTERIAL   1597    2    12      0       1900         40          37 2336     1683       1681 DRIVEWAY               COLLECTOR        300     1    12      4       1900         40          37 2337     1684       1682 PARK RD                MINOR ARTERIAL   493     2    12      0       1900         40          37 2338     1684       1782 HEATHER LN             COLLECTOR        950     1    12      4       1700         40          37 2339     1685       783     E WOODLAWN RD       MINOR ARTERIAL   2613    2    12      4       1900         40          37 2340     1686       1685 SCALEYBARK RD          COLLECTOR        3514    1    12      4       1900         45          37 2341     1686       1687 SCALEYBARK RD          COLLECTOR        4295    1    12      4       1900         40          27 2342     1687       1769 US 521                 MINOR ARTERIAL   426     2    12      4       1900         45          27 2343     1688       1687 OLD PINEVILLE RD       COLLECTOR        240     1    12      4       1900         40          27 2344     1689       397     E WOODLAWN RD       MINOR ARTERIAL   1467    2    12      4       1900         40          36 2345     1689       1918 E WOODLAWN RD          COLLECTOR        955     2    12      0       1900         40          36 2346     1689       1919 OLD PINEVILLE RD       COLLECTOR        1924    1    12      4       1700         40          36 2347     1690       852     TYVOLA RD           MINOR ARTERIAL   632     2    12      4       1900         40          36 2348     1690       1955 OLD PINEVILLE RD       COLLECTOR        3964    1    12      4       1900         40          36 2349     1691       851     E ARROWHEAD RD      MINOR ARTERIAL   794     2    12      4       1900         40          41 2350     1691       3017 OLD PINEVILLE RD       COLLECTOR        385     1    12      4       1700         40          41 2351     1692       1712 OLD PINEVILLE RD       COLLECTOR        5013    1    12      4       1900         40          36 2352     1693       850     E HEBRON ST         COLLECTOR        1755    1    12      4       1900         40          41 2353     1693       1694 ENGLAND ST             COLLECTOR        1232    1    12      4       1700         40          41 Catawba Nuclear Station                             K98                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2354     1694       1691 ENGLAND ST             COLLECTOR        2937    1    12      0       1900         40          41 2355     1694       1695 SWEDEN RD              COLLECTOR        1845    1    12      4       1900         40          41 2356     1695       851     US521              MINOR ARTERIAL   3512    2    12      4       1900         45          41 2357     1695       3016 SHARON LAKES RD        COLLECTOR        1439    1    12      4       1700         40          41 2358     1696       1018 SHARON LAKES RD        COLLECTOR        1087    1    12      4       1900         40          41 2359     1697       1018 RIVERBIRCH DR          COLLECTOR        927     1    12      4       1900         40          41 2360     1698       1665 BROOKWOOD DR           COLLECTOR        494     1    12      0       1900         45          38 2361     1699       1665 SHARON RD              MINOR ARTERIAL   2720    2    12      4       1900         40          38 2362     1699       1700 SHARON LN              MINOR ARTERIAL   527     2    12      4       1900         40          38 2363     1700       1699 SHARON LN              COLLECTOR        527     1    12      4       1900         40          38 2364     1701       1666 COLONY RD              MINOR ARTERIAL   345     2    12      4       1900         40          38 2365     1702       1667 COLONY RD              COLLECTOR        455     1    12      4       1900         40          38 2366     1703       890     COLONY RD           COLLECTOR        293     1    12      4       1900         40          43 2367     1704       890     COLONY RD           COLLECTOR        408     1    12      4       1900         40          43 2368     1705       3142 SHARON RD              MAJOR ARTERIAL   929     3    12      4       1900         40          42 2369     1706       1705 SHARON VIEW RD         COLLECTOR        2137    1    12      4       1900         40          42 2370     1707       1705 SHARON TOWERS DR       COLLECTOR        360     1    12      4       1900         40          42 2371     1708       892     TYVOLA RD           MINOR ARTERIAL   5199    2    12      4       1900         45          37 2372     1709       1708 WEDGEWOOD DR           COLLECTOR        1699    1    12      4       1900         40          37 2373     1709       1786 SENECA PL              COLLECTOR        2978    1    12      4       1900         40          37 2374     1710       1708 WEDGEWOOD DR           COLLECTOR        1036    1    12      4       1900         40          37 2375     1711       851     STARBROOK DR        COLLECTOR        570     1    12      4       1900         40          41 2376     1712       1690 OLD PINEVILLE RD       COLLECTOR        4668    1    12      4       1900         40          36 2377     1712       1713 ARCHDALE DR            COLLECTOR        426     1    12      4       1900         40          36 2378     1713       852     US521              MINOR ARTERIAL   4471    2    12      4       1900         45          36 Catawba Nuclear Station                             K99                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2379     1713       1718 ARCHDALE DR             COLLECTOR        1273    1    12      4       1700         40          36 2380     1714       1946 PARK S DR               COLLECTOR        623     1    12      4       1700         40          42 2381     1714       1947 PARK RD                 MINOR ARTERIAL   264     2    12      4       1900         40          42 2382     1715       1719 ARCHDALE DR             MINOR ARTERIAL   2133    2    12      0       1900         45          37 2383     1716       1715 PARK ROYAL AVE          COLLECTOR        215     1    12      4       1900         35          37 2384     1717       1715 ARCHDALE DR             COLLECTOR        1046    1    12      0       1900         40          37 2385     1718       1717 ARCHDALE DR             COLLECTOR        2614    1    12      4       1700         40          36 2386     1719       1010 ARCHDALE DR             MINOR ARTERIAL   1974    2    12      0       1900         45          37 2387     1720       1721 PARK S DR               COLLECTOR        2912    1    12      4       1900         40          37 2388     1721       1923 FAIRVIEW RD             MAJOR ARTERIAL   504     3    12      4       1900         40          37 2389     1722       1723 ARCHDALE DR             COLLECTOR        1854    1    12      4       1700         40          36 2390     1723       1712 ARCHDALE DR             COLLECTOR        3485    1    12      4       1900         40          36 2391     1724       848     CRESSIDA DR          MINOR ARTERIAL   910     2    12      4       1900         40          41 2392     1725       849     US521               MINOR ARTERIAL   680     2    12      4       1900         40          41 2393     1725       850     US521               MINOR ARTERIAL   1493    2    12      0       1900         45          41 2394     1726       848     E WESTINGHOUSE BLVD  MINOR ARTERIAL   524     2    12      4       1900         40          41 2395     1726       1728 CRUMP RD                COLLECTOR        3239    1    12      4       1700         40          41 2396     1727       1726 CRUMP RD                COLLECTOR        1724    1    12      0       1900         40          41 2397     1728       1725 CRUMP RD                COLLECTOR        509     1    12      4       1900         40          41 2398     1729       1731 INDUSTRIAL DR           COLLECTOR        2722    1    12      4       1900         40          51 2399     1730       1731 CADILLAC ST             COLLECTOR        334     1    12      4       1900         40          51 2400     1731       845     N POLK ST            MINOR ARTERIAL   2063    2    12      0       1900         45          51 2401     1732       1011 JOHNSTON RD             MINOR ARTERIAL   1948    2    12      4       1900         40          52 2402     1732       1737 N COMMUNITY HOUSE RD    COLLECTOR        1475    1    12      4       1900         40          52 2403     1732       3401 JOHNSTON RD             MINOR ARTERIAL   1341    2    12      4       1900         40          57 Catawba Nuclear Station                             K100                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2404     1733       999     ELM LN              COLLECTOR        1559    1    12      4       1700         40          58 2405     1733       1734 ELM LN                 COLLECTOR        5074    1    12      4       1900         40          53 2406     1734       866     ELM LN              COLLECTOR        1937    1    12      4       1900         40          53 2407     1734       1000 BEVINGTON PL           COLLECTOR        1473    1    12      4       1900         40          53 2408     1735       1000 BEVINGTON PL           COLLECTOR        939     1    12      4       1900         40          53 2409     1736       865     BAYBROOD LN         COLLECTOR        987     1    12      4       1900         40          52 2410     1737       1733 ENDHAVEN LN            COLLECTOR        5025    1    12      4       1700         40          57 2411     1738       1732 DRIVEWAY               COLLECTOR        336     1    12      4       1900         40          52 2412     1739       866     ELM LN              COLLECTOR        1032    1    12      4       1900         40          53 2413     1740       865     BAYBROOD LN         COLLECTOR        1069    1    12      4       1900         40          52 2414     1741       997     PARKS FARM LN       COLLECTOR        1292    1    12      4       1900         40          58 2415     1742       997     PARKS FARM LN       COLLECTOR        508     1    12      4       1900         40          58 2416     1743       997     REA RD              MINOR ARTERIAL   3086    2    12      4       1900         50          58 2417     1743       1155 REA RD                 MINOR ARTERIAL   1744    2    12      4       1900         50          58 2418     1744       1743 BLAKENEY GREENS BLVD   COLLECTOR        479     1    12      4       1900         40          58 2419     1745       1743 DRIVEWAY               COLLECTOR        316     1    12      4       1900         40          58 2420     1746       1154 BLAKENEY HEATH RD      COLLECTOR        552     1    12      4       1900         40          58 2421     1747       1155 REA RD                 MINOR ARTERIAL   1089    2    12      4       1900         50          58 2422     1747       1751 REA RD                 MINOR ARTERIAL   3079    2    12      4       1900         55          70 2423     1748       653     MARVIN RD           COLLECTOR        6119    1    10      0       1700         40          70 2424     1749       1153 COMMUNITY HOUSE RD     COLLECTOR        980     1    12      4       1900         40          70 2425     1750       979     MARVIN RD           COLLECTOR        2899    1    10      0       1750         40          69 2426     1750       1748 MARVIN RD              COLLECTOR        3612    1    10      0       1700         40          69 2427     1751       1747 REA RD                 MINOR ARTERIAL   3089    2    12      0       1900         50          70 2428     1751       1753 REA RD                 MINOR ARTERIAL   2804    2    12      0       1900         50          70 Catawba Nuclear Station                            K101                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2429     1753       1754 REA RD                 MINOR ARTERIAL   3201    2    12      0       1900         55          70 2430     1754       1755 REA RD                 MINOR ARTERIAL   484     2    12      0       1900         50          70 2431     1755       3526 REA RD                 MINOR ARTERIAL   1956    2    12      4       1900         50          70 2432     1756       1754 MARVIN SCHOOL RD       COLLECTOR        2548    1    12      4       1900         40          70 2433     1757       1753 JOE KERR RD            COLLECTOR        2429    1    12      4       1900         40          70 2434     1758       1754 CREEKSTONE RD          COLLECTOR        400     1    12      4       1900         40          70 2435     1759       3033 NC 51                  MINOR ARTERIAL   406     2    12      4       1900         45          51 2436     1760       1759 JOHNSTON DR            COLLECTOR        1516    1    12      4       1900         40          51 2437     1760       1761 LOWRY ST               COLLECTOR        1648    1    12      4       1900         40          51 2438     1761       834     LANCASTER HWY       COLLECTOR        1356    1    12      4       1900         45          51 2439     1762       1761 DRIVEWAY               COLLECTOR        314     1    12      4       1900         40          51 2440     1763       1113 SPRATT ST              COLLECTOR        1184    1    12      4       1700         40          68 2441     1764       531     SC 238              COLLECTOR        8966    1    12      4       1700         40          46 2442     1765       802     STATE RD S46150   COLLECTOR        8754    1    12      0       1700         40          45 2443     1766       529     MEADOW RD           COLLECTOR        4526    1    12      4       1700         45          45 2444     1767       680     SC 54               COLLECTOR        4908    1    12      4       1750         40          46 2445     1767       3197 SC 54                  COLLECTOR        2129    1    12      4       1700         40          46 2446     1767       3294 STATE RD S46819      COLLECTOR        3756    1    12      4       1700         40          46 2447     1769       594     US 521              MINOR ARTERIAL   1675    2    12      4       1900         45          27 2448     1770       1769 WHITTON ST             COLLECTOR        477     1    12      4       1900         40          27 2449     1771       1769 WHITTON ST             COLLECTOR        367     1    12      4       1900         40          27 2450     1772       1773 US 521                 MINOR ARTERIAL   1012    2    12      4       1900         40          28 2451     1773       1774 US 521                 MINOR ARTERIAL   494     2    12      4       1900         40          28 2452     1774       1775 US 521                 MINOR ARTERIAL   347     2    12      4       1750         40          28 2453     1777       434     NC 49               MINOR ARTERIAL   2282    2    12      0       1900         45          27 Catawba Nuclear Station                            K102                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2454     1778       1772 NEW BERN ST             COLLECTOR        813     1    12      0       1900         40          27 2455     1778       1777 GRIFFITH ST             COLLECTOR        1086    1    12      0       1900         40          27 2456     1780       427     CLANTON RD           COLLECTOR        449     1    12      4       1900         40          27 2457     1780       428     CLANTON RD           MINOR ARTERIAL   908     2    12      4       1900         40          27 2458     1780       1781 BARRINGER DR            COLLECTOR        2720    1    12      4       1700         40          27 2459     1781       431     BARRINGER DR         COLLECTOR        3682    1    12      4       1900         40          27 2460     1782       1681 E WOODLAWN RD           MINOR ARTERIAL   460     2    12      4       1900         40          37 2461     1783       1684 HEATHER LN              COLLECTOR        2059    1    12      4       1900         40          37 2462     1786       1788 PARK RD                 MINOR ARTERIAL   1398    2    12      0       1900         40          37 2463     1787       1786 SENECA PL               COLLECTOR        484     1    12      4       1900         40          37 2464     1788       783     PARK RD              MINOR ARTERIAL   1227    2    12      0       1900         40          37 2465     1789       1788 ABBEY PL                COLLECTOR        427     1    12      4       1900         40          37 2466     1790       1788 ABBEY PL                COLLECTOR        1204    1    12      4       1900         40          37 2467     1791       1793 UNION NEW HOPE RD       COLLECTOR        4121    1    12      0       1700         55          22 2468     1791       1794 UNION NEW HOPE RD       COLLECTOR        3329    1    12      0       1700         50          22 2469     1792       1791 RUFUS RATCHFORD RD      COLLECTOR        4398    1    12      4       1700         40          22 2470     1793       1095 UNION NEW HOPE RD       COLLECTOR        1607    1    12      0       1700         40          21 2471     1794       910     UNION NEW HOPE RD    COLLECTOR        2735    1    12      0       1700         50          22 2472     1795       741     NC 274               MINOR ARTERIAL   1253    1    12      4       1750         40          20 2473     1795       3316 NC 274                  COLLECTOR        2137    1    12      0       1700         45          20 2474     1796       1795 PATRICK RD              COLLECTOR        3156    1    12      4       1750         40          20 2475     1797       1795 DRIVEWAY                COLLECTOR        444     1    12      4       1750         40          20 2476     1798       494     ROBINSON RD          COLLECTOR        1881    1    12      4       1700         40          31 2477     1799       1063 SPARROW DAILY RD        COLLECTOR        5707    1    12      4       1700         40          31 2478     1800       497     US 321               COLLECTOR        1333    1    12      4       1900         40          19 Catawba Nuclear Station                             K103                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2479     1800       498     US 321                    MINOR ARTERIAL   2625    2    12      4       1900         40          19 2480     1801       1800 FORBES RD                    COLLECTOR        4692    1    12      4       1750         40          19 2481     1801       1804 FORBES RD                    COLLECTOR        5188    1    12      4       1700         40          19 2482     1802       1800 SUPERIOR STAINLESS ACCESS RD COLLECTOR        630     1    12      4       1750         40          19 2483     1803       744     ROBINSON RD               COLLECTOR        3402    1    12      4       1750         40          20 2484     1803       1804 LITTLE MOUNTAIN RD           COLLECTOR        3667    1    12      4       1700         40          20 2485     1804       1801 FORBES RD                    COLLECTOR        5187    1    12      4       1700         40          19 2486     1804       1805 LITTLE MOUNTAIN RD           COLLECTOR        5412    1    12      4       1700         40          19 2487     1805       1052 LITTLE MOUNTAIN RD           COLLECTOR        2506    1    12      4       1700         40          19 2488     1806       1045 RIDGE RD                     COLLECTOR        5027    1    12      4       1750         40          32 2489     1806       1552 RIDGE RD                     COLLECTOR        9910    1    12      4       1700         40          31 2490     1807       1796 PATRICK RD                   COLLECTOR        9196    1    12      4       1700         40          32 2491     1808       1809 OAKRIDGE RD                  COLLECTOR        2992    1    12      4       1700         40          32 2492     1809       1807 OAKRIDGE RD                  COLLECTOR        6417    1    12      4       1700         40          32 2493     1810       1046 OAKRIDGE RD                  COLLECTOR        2714    1    12      4       1900         30          32 2494     1810       1808 OAKRIDGE RD                  COLLECTOR        4285    1    12      4       1700         40          32 2495     1811       1045 HWY 557                      COLLECTOR        4234    1    12      0       1750         50          32 2496     1812       1553 SC 90                        COLLECTOR        1375    1    12      4       1700         40          45 2497     1813       1812 SC 90                        COLLECTOR        5605    1    12      4       1700         40          46 2498     1814       715     SC 64                     COLLECTOR        9711    1    12      4       1700         40          46 2499     1814       1813 SC 90                        COLLECTOR        9883    1    12      4       1700         40          46 2500     1815       505     CLYDE ST                  COLLECTOR        707     1    12      4       1750         40          9 2501     1815       1827 S MARIETTA ST                COLLECTOR        2165    1    12      4       1700         40          9 2502     1816       1069 W HUDSON BLVD                MINOR ARTERIAL   2797    2    12      4       1900         40          9 2503     1818       1816 LYON ST                      COLLECTOR        2397    1    12      4       1750         40          9 Catawba Nuclear Station                                  K104                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2504     1821       1478 S MARIETTA ST          COLLECTOR        495     1    12      4       1750         40          2 2505     1822       1477 S OAKLAND ST           COLLECTOR        304     1    12      4       1750         40          2 2506     1823       1518 W MAIN AVE             COLLECTOR        209     1    12      4       1750         40          2 2507     1825       506     CAROLINA AVE        COLLECTOR        1064    1    12      4       1750         40          9 2508     1826       1815 S MARIETTA ST          COLLECTOR        1688    1    12      4       1700         40          9 2509     1827       1513 S MARIETTA ST          COLLECTOR        4013    1    12      4       1700         40          9 2510     1829       192     ANDREW JACKSON HWY  MINOR ARTERIAL   460     2    12      0       1750         50          2 2511     1830       1507 DRIVEWAY               COLLECTOR        395     1    12      4       1750         40          2 2512     1831       1834 NC 279                 MINOR ARTERIAL   1473    2    12      0       1750         50          2 2513     1832       1831 GOFORTH AVE            COLLECTOR        276     1    12      4       1750         40          2 2514     1833       1831 REMOUNT RD             COLLECTOR        235     1    12      4       1750         40          2 2515     1834       238     NC 279              MINOR ARTERIAL   2000    2    12      0       1750         50          2 2516     1835       1834 COURT DR               COLLECTOR        405     1    12      4       1750         40          2 2517     1836       1834 COURT DR               COLLECTOR        478     1    12      4       1750         40          2 2518     1837       288     COX RD              MAJOR ARTERIAL   296     3    12      4       1750         40          3 2519     1838       1837 DRIVEWAY               COLLECTOR        286     1    12      4       1750         30          3 2520     1839       1837 DRIVEWAY               COLLECTOR        221     1    12      4       1750         30          3 2521     1840       452     W 3RD ST            COLLECTOR        351     1    12      4       1750         40          4 2522     1841       239     SMYRE DR            COLLECTOR        454     1    12      4       1750         40          3 2523     1842       239     DRIVEWAY            COLLECTOR        142     1    12      4       1750         40          3 2524     1843       1456 GROVE ST               COLLECTOR        2186    1    12      4       1700         40          4 2525     1844       1843 ROBINSON ST            COLLECTOR        312     1    12      4       1700         40          4 2526     1845       261     GASTON RD           COLLECTOR        4326    1    12      4       1750         40          12 2527     1845       1074 CRAMERTON RD           COLLECTOR        1142    1    12      4       1750         40          12 2528     1846       1845 WOODLAWN AVE           COLLECTOR        343     1    12      4       1750         40          12 Catawba Nuclear Station                            K105                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2529     1847       1075 WESLEYAN DR             LOCAL ROADWAY    280     1    12      0        900         20          12 2530     1848       305     BELMONT MT HOLLY RD  COLLECTOR        437     1    12      4       1750         40          5 2531     1849       305     TUCKASEEGE RD        COLLECTOR        606     1    12      4       1750         40          6 2532     1850       748     NC 274               MINOR ARTERIAL   2862    2    12      0       1750         50          10 2533     1851       748     OSCEOLA ST           COLLECTOR        1875    1    12      4       1750         40          10 2534     1852       258     COUNTRY CLUB RD      COLLECTOR        277     1    12      4       1750         40          2 2535     1853       770     NC 279               MINOR ARTERIAL   963     2    12      0       1750         40          10 2536     1854       769     ROBINWOOD RD         MINOR ARTERIAL   2071    2    12      0       1750         50          10 2537     1855       770     ARMSTRONG PARK DR    COLLECTOR        625     2    12      0       1750         40          10 2538     1856       282     GASTON DAY SCHOOL RD MINOR ARTERIAL   890     2    12      4       1750         40          11 2539     1857       1856 GASTON DAY SCHOOL RD    COLLECTOR        2509    1    12      4       1700         40          11 2540     1858       1859 ARMSTRONG PARK RD       COLLECTOR        1545    1    12      4       1750         40          11 2541     1859       1077 ARMSTRONG PARK RD       COLLECTOR        977     1    12      4       1750         40          11 2542     1860       1858 AUDREY DR               COLLECTOR        1336    1    12      4       1750         40          11 2543     1861       1858 DRIVEWAY                COLLECTOR        294     1    12      4       1750         40          11 2544     1862       1859 DRIVEWAY                COLLECTOR        197     1    12      4       1750         40          11 2545     1863       764     NC 279               COLLECTOR        1110    1    12      0       1750         40          12 2546     1864       763     STOWE RD             COLLECTOR        1678    1    12      4       1750         35          22 2547     1865       765     NC 279               COLLECTOR        2238    1    12      0       1750         50          12 2548     1866       1868 STROUPE RD              COLLECTOR        3676    1    12      4       1750         40          11 2549     1867       1868 DRIVEWAY                COLLECTOR        214     1    12      4       1750         40          11 2550     1868       766     NC 279               COLLECTOR        2337    1    12      0       1700         40          11 2551     1869       744     DRIVEWAY             COLLECTOR        470     1    12      4       1750         40          20 2552     1870       1540 CRAWFORD RD             COLLECTOR        3939    1    12      4       1700         40          30 2553     1871       1541 CROWDERS CREED RD       COLLECTOR        1745    1    10      0       1700         55          8 Catawba Nuclear Station                             K106                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                         No. Lane Shoulder    Flow        Flow Stream Stream                                                    Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name           Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2554     1872       743     HONEYWOOD LN                COLLECTOR         724     1    12      4       1750         40          20 2555     1873       202     ANDREW JACKSON HWY          MAJOR ARTERIAL    2779    3    12      0       1750         50          13 2556     1873       3464 ANDREW JACKSON HWY             MAJOR ARTERIAL    782     3    12      0       1750         50          13 2557     1874       1873 HAWLEY AVE                     MINOR ARTERIAL    429     2    12      4       1750         40          13 2558     1875       1873 HAWLEY AVE                     MINOR ARTERIAL    1282    1    12      4       1750         40          13 2559     1876        15     I85                        FREEWAY           1107    3    12     12       2250         70          13 I85 OFFRAMP TO MCADENVILL 2560     1876       302     RD                          FREEWAY RAMP      540     1    12      4       1750         40          5 2561     1876       876     I85                        FREEWAY           746     3    12     12       2250         70          5 2562     1877       208     FIELDRIDGE RD               COLLECTOR         470     1    12      4       1900         30          15 2563     1878       412     YORKMONT RD                 COLLECTOR         542     1    12      4       1900         30          26 2564     1879       385     BOYER ST                    COLLECTOR         434     1    12      4       1900         40          16 2565     1880       213     BOYER ST                    COLLECTOR         544     1    12      4       1900         30          16 2566     1881       383     BILLY GRAHAM PKWY           COLLECTOR         392     1    12      4       1700         40          16 2567     1882       1881 SCOTT FUTRELL DR               COLLECTOR         236     1    12      4       1900         40          16 2568     1883       1881 SCOTT FUTRELL DR               COLLECTOR         203     1    12      4       1900         40          16 I85 ONRAMP FROM LITTLE 2569     1884        23     ROCK RD                     FREEWAY RAMP      1724    2    12      4       1900         40          16 I85 OFRAMP TO LITTLE ROCK 2570     1885       347     RD                          FREEWAY RAMP      158     2    12      4       1900         40          16 I85 OFRAMP TO LITTLE ROCK 2571     1886       347     RD                          FREEWAY RAMP      202     2    12      4       1900         40          16 2572     1888        30     I85                        FREEWAY           1039    4    12     12       2250         70          17 2573     1889       218     DRIVEWAY                    COLLECTOR         428     1    12      4       1900         40          17 2574     1890       216     WESTERLY HILLS DR           COLLECTOR         839     1    12      4       1900         40          17 2575     1891       386     MORRIS FIELD DR             COLLECTOR         1589    1    12      4       1900         40          26 Catawba Nuclear Station                                     K107                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                        Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2576     1892       1891 MORRIS FIELD DR             COLLECTOR         503     1    12      4       1750         40          26 2577     1893       1891 AIRPORT DR                  COLLECTOR         512     1    12      4       1750         40          26 2578     1894       1907 MORRIS FIELD DR             COLLECTOR         5164    1    12      4       1900         40          26 2579     1895       1894 CPCC WEST CAMPUS DR         COLLECTOR         823     1    12      4       1900         40          26 2580     1896       385     BILLY GRAHAM PKWY        MINOR ARTERIAL    2940    2    12     10       1900         40          16 2581     1897       1901 AIRPORT LOOP RD             MINOR ARTERIAL    1058    2    12      4       1900         30          26 2582     1898       212     R C JOSH BIRMINGHAM PKWY MINOR ARTERIAL    2048    2    12      4       1900         50          16 2583     1898       1900 OLD DOWD RD                 COLLECTOR         2349    1    12      0       1700         45          16 2584     1898       1902 R C JOSH BIRMINGHAM PKWY    MINOR ARTERIAL    1547    2    12      0       1900         65          16 2585     1899       1903 R C JOSH BIRMINGHAM PKWY    COLLECTOR         2270    1    12      0       1700         55          16 2586     1900       1879 OLD DOWD RD                 COLLECTOR         2727    1    12      0       1700         45          16 2587     1900       1905 HARLEE AVE                  COLLECTOR         2208    1    12      0       1900         40          16 2588     1901       1898 R C JOSH BIRMINGHAM PKWY    MINOR ARTERIAL    3140    2    12      4       1900         50          16 2589     1902       1899 R C JOSH BIRMINGHAM PKWY    MINOR ARTERIAL    3256    2    12      0       1900         65          16 2590     1903       1904 R C JOSH BIRMINGHAM PKWY    COLLECTOR         609     1    12      4       1700         40          16 2591     1904       1896 R C JOSH BIRMINGHAM PKWY    FREEWAY RAMP      356     1    12      4       1700         40          26 2592     1905       213     ANDREW JACKSON HWY       MAJOR ARTERIAL    2630    3    12      0       1900         50          16 2593     1906       1905 STAFFORD DR                 COLLECTOR         346     1    12      4       1900         40          16 2594     1907       215     ANDREW JACKSON HWY       MAJOR ARTERIAL    734     3    12      0       1900         45          16 2595     1907       216     ANDREW JACKSON HWY       MAJOR ARTERIAL    3685    3    12      4       1900         45          17 2596     1908       1907 MORRIS FIELD DR             COLLECTOR         522     1    12      4       1900         40          16 2597     1909       1894 AIRPORT CENTER PKWY         COLLECTOR         1330    1    12      4       1900         40          26 2598     1910       219     REMOUNT RD               COLLECTOR         432     1    12      4       1900         40          17 2599     1912       437     FREEDOM DR               COLLECTOR         432     1    12      4       1900         40          18 2600     1913       3388 I77 ONRAMP FROM ANDREW    FREEWAY RAMP      400     1    12      4       1700         40          18 Catawba Nuclear Station                                  K108                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                    No. Lane Shoulder    Flow        Flow Stream Stream                                               Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number JACKSON HWY 2601     1914       417     NC 160                 MINOR ARTERIAL    1679    2    12      0       1900         40          27 2602     1915       1773    POINDEXTER DR          COLLECTOR         466     1    12      4       1900         40          28 2603     1916       395     BILLY GRAHAM PKWY      MINOR ARTERIAL    358     2    12      4       1900         40          36 2604     1916       396     BILLY GRAHAM PKWY      MINOR ARTERIAL    212     2    12      4       1900         40          36 I77 OFFRAMP TO BILLY 2605     1917       586     GRAHAM PKWY            FREEWAY RAMP      593     1    12      4       1700         40          36 2606     1918       396     E WOODLAWN RD          COLLECTOR         584     2    12      0       1900         40          36 2607     1918       1689    E WOODLAWN RD          MINOR ARTERIAL    955     2    12      4       1900         40          36 2608     1918       1919    NATIONS CROSSING RD    COLLECTOR         1993    1    12      4       1700         40          36 2609     1919       1688    OLD PINEVILLE RD       COLLECTOR         2211    1    12      4       1700         40          27 2610     1920       1918    NATIONS CROSSING RD    COLLECTOR         981     1    12      4       1900         40          36 2611     1921       397     US521                 MINOR ARTERIAL    3125    2    12      4       1900         45          36 2612     1921       1709    SENECA PL              COLLECTOR         4803    1    12      4       1700         40          36 2613     1922       1921    DRIVEWAY               COLLECTOR         262     1    12      4       1900         40          36 2614     1923       1927    FAIRVIEW RD            MAJOR ARTERIAL    994     3    12      4       1900         40          37 2615     1924       1721    DRIVEWAY               COLLECTOR         205     1    12      4       1900         40          37 2616     1925       1923    PIEDMONT ROW DR S      COLLECTOR         314     1    12      4       1900         40          37 2617     1926       1923    PIEDMONT ROW DR S      COLLECTOR         1120    1    12      4       1900         40          37 2618     1927       893     FAIRVIEW RD            MAJOR ARTERIAL    1931    3    12      4       1900         40          37 2619     1927       1931    BARCLAY DOWNS DR       MINOR ARTERIAL    1123    2    12      4       1900         40          37 2620     1928       1666    SHARON RD              MAJOR ARTERIAL    1030    3    12      4       1900         40          38 2621     1928       1938    MORRISON BLVD          COLLECTOR         1730    1    12      4       1700         40          38 2622     1929       1935    MORRISON BLVD          MINOR ARTERIAL    1726    2    12      4       1900         40          37 2623     1930       1927    BARCLAY DOWNS DR       MINOR ARTERIAL    557     2    12      4       1900         40          37 Catawba Nuclear Station                                K109                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2624     1931       1927 BARCLAY DOWNS DR        MINOR ARTERIAL   1123    2    12      4       1900         40          37 2625     1931       1929 BARCLAY DOWNS DR        MINOR ARTERIAL   806     2    12      4       1900         40          37 2626     1932       1674 BARCLAY DOWNS DR        LOCAL ROADWAY    1330    1    12      4       1350         30          37 2627     1932       1929 BARCLAY DOWNS DR        COLLECTOR        1015    1    12      4       1900         40          37 2628     1933       1929 CARNEGIE BLVD           MINOR ARTERIAL   384     2    12      4       1900         40          37 2629     1934       1931 CARNEGIE BLVD           MINOR ARTERIAL   408     2    12      4       1900         40          37 2630     1935       1928 MORRISON BLVD           MINOR ARTERIAL   1415    2    12      4       1900         40          37 2631     1936       1935 ROXBOROUGH RD           COLLECTOR        165     1    12      4       1900         40          37 2632     1937       1935 S PARK DR               COLLECTOR        209     1    12      4       1900         40          37 2633     1938       3407 COLONY RD               COLLECTOR        1582    2    12      4       1900         40          38 2634     1939       1667 FAIRVIEW RD             MAJOR ARTERIAL   1880    3    12      0       1900         40          38 2635     1940       1939 CAMERON VALLEY PKWY     COLLECTOR        195     1    12      4       1900         40          38 2636     1941       1939 CAMERON VALLEY PKWY     COLLECTOR        286     1    12      4       1900         40          38 2637     1942       3244 CARMEL RD               COLLECTOR        2790    1    12      4       1700         40          43 2638     1943       1928 SHARON RD               MAJOR ARTERIAL   820     3    12      4       1900         40          38 2639     1944       1943 DRIVEWAY                COLLECTOR        227     1    12      4       1900         40          37 2640     1945       1943 DRIVEWAY                COLLECTOR        216     1    12      4       1900         40          38 2641     1946       1720 PARK S DR               COLLECTOR        2768    1    12      4       1900         40          42 2642     1947       1010 PARK RD                 MINOR ARTERIAL   2711    2    12      0       1900         40          42 2643     1948       1947 FREDERICK PL            COLLECTOR        984     1    12      4       1900         40          42 2644     1949       1690 TYVOLA RD               MINOR ARTERIAL   1968    2    12      4       1900         40          36 2645     1949       1952 TYVOLA RD               MINOR ARTERIAL   906     2    12      4       1900         40          36 2646     1950       1949 DRIVEWAY                COLLECTOR        233     2    12      4       1900         40          36 2647     1951       1949 SEVENTYSEVEN CENTER DR COLLECTOR        977     1    12      4       1900         40          36 2648     1952       869     TYVOLA RD            COLLECTOR        473     1    12      4       1700         40          36 Catawba Nuclear Station                             K110                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2649     1952       1949 TYVOLA RD                MINOR ARTERIAL   902     2    12      4       1900         40          36 2650     1954       1952 WESTPARK DR              COLLECTOR        254     2    12      4       1900         40          36 2651     1955       1689 OLD PINEVILLE RD         COLLECTOR        686     1    12      4       1900         40          36 2652     1956       1955 DRIVEWAY                 COLLECTOR        218     1    12      4       1900         40          36 2653     1957       585     YORKMONT RD           COLLECTOR        1554    1    12      4       1900         40          36 2654     1958       1639 SHOPTON RD W             COLLECTOR        1270    1    12      4       1350         30          34 2655     1958       1644 SHOPTON RD W             COLLECTOR        2047    1    12      4       1350         30          33 2656     1959       1958 ROCK ISLAND RD           COLLECTOR        4374    1    12      4       1700         40          33 2657     1960       957     DIXIE RIVER RD        COLLECTOR        3342    1    12      4       1700         40          34 2658     1961       312     NC 273                MINOR ARTERIAL   1427    1    12      4       1750         40          13 2659     1961       1968 NC 273                   MINOR ARTERIAL   1858    2    12      4       1900         40          13 2660     1962       1961 FORT WILLIAM AVE         COLLECTOR        503     1    12      4       1750         40          13 2661     1963       314     NIXON RD              COLLECTOR        1181    1    12      4       1750         40          13 2662     1964       1961 R L STOWE RD             COLLECTOR        2447    1    12      4       1750         40          13 2663     1965       318     N MAIN ST             COLLECTOR        1042    1    12      0       1750         35          13 2664     1965       1968 MCLEOD AVE               COLLECTOR        1972    1    12      0       1700         40          13 2665     1966       1965 W MYRTLE ST              COLLECTOR        1200    1    12      0       1750         40          13 2666     1966       3159 N CENTRAL AVE            COLLECTOR        1435    1    12      0       1750         40          13 2667     1967       1966 W MYRTLE ST              COLLECTOR        464     1    12      0       1750         40          13 2668     1968       311     NC 273                COLLECTOR        1587    2    12      4       1750         40          13 2669     1969       322     EAGLE RD              COLLECTOR        1924    1    12      4       1750         40          13 2670     1970       1443 LAKEWOOD RD              COLLECTOR        1697    1    12      0       1700         40          13 2671     1970       1969 EAGLE RD                 COLLECTOR        3761    1    12      4       1700         40          13 2672     1971       1970 LAKEWOOD RD              COLLECTOR        1998    1    12      0       1700         40          12 2673     1972       1647 BROWN GRIER RD           COLLECTOR        1375    1    12      4       1900         40          34 Catawba Nuclear Station                              K111                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2674     1973       1972 GALLANT LN             COLLECTOR        1632    1    12      4       1900         40          34 2675     1974       581     W ARROWOOD RD       MINOR ARTERIAL   2210    2    12      4       1900         40          35 2676     1975       581     NC 49               MINOR ARTERIAL   1316    2    12      0       1900         45          35 2677     1976       1975 DRIVEWAY               MINOR ARTERIAL   225     2    12      4       1750         40          35 2678     1977       1975 DRIVEWAY               COLLECTOR        282     1    12      4       1750         40          40 2679     1978       578     NC 49               MINOR ARTERIAL   976     2    12      4       1900         40          40 2680     1979       1978 WHITEHALL DR           COLLECTOR        708     1    12      4       1750         40          40 2681     1980       1978 AYRSLEY TOWN BLVD      COLLECTOR        384     1    12      4       1750         40          40 2682     1981       1646 NC 49                  MINOR ARTERIAL   962     2    12      4       1750         45          40 2683     1982       1981 TOWNSHIP RD            COLLECTOR        1169    1    12      4       1750         40          40 2684     1983       576     CAROWINDS BLVD      COLLECTOR        1936    1    12      4       1900         55          39 2685     1983       3191 CAROWINDS BLVD         MINOR ARTERIAL   2221    2    12      4       1900         55          39 2686     1984       576     JOHN PRICE RD       COLLECTOR        885     1    12      4       1900         40          39 2687     1985       576     NC 49               MINOR ARTERIAL   1692    2    12      0       1900         45          39 2688     1985       1988 NC 49                  COLLECTOR        2979    1    12      4       1900         45          39 2689     1986       1985 MOSS RD                COLLECTOR        928     1    12      4       1900         40          39 2690     1987       1985 MOSS RD                COLLECTOR        1725    1    12      4       1900         40          39 2691     1988       1985 NC 49                  MINOR ARTERIAL   2960    2    12      4       1900         45          39 2692     1988       1990 ERWIN RD               COLLECTOR        4428    1    12      4       1700         40          39 2693     1989       1988 ERWIN RD               COLLECTOR        205     1    12      4       1900         40          39 2694     1990       627     NC 160              COLLECTOR        2610    1    12      0       1900         45          39 2695     1990       1988 ERWIN RD               COLLECTOR        4424    1    12      4       1900         40          39 2696     1991       1105 CHOATE CIR             COLLECTOR        2228    1    12      4       1900         40          49 2697     1992       601     CHOATE CIR          COLLECTOR        3972    1    12      4       1900         40          49 2698     1992       1106 CHOATE CIR             COLLECTOR        2557    1    12      4       1700         40          49 Catawba Nuclear Station                            K112                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2699     1993       884     CAROWINDS BLVD          MINOR ARTERIAL    431     2    12      4       1900         40          50 2700     1993       1994 CAROWINDS BLVD             MINOR ARTERIAL    830     3    12      4       1750         40          50 2701     1994       1993 CAROWINDS BLVD             MINOR ARTERIAL    797     3    12      4       1750         40          50 2702     1994       3430 CAROWINDS BLVD             MAJOR ARTERIAL    1166    3    12      4       1900         45          50 2703     1995       1994 AVENUE OF THE CAROLINAS    MINOR ARTERIAL    1191    3    12      4       1750         40          50 2704     1996       1994 LAKEMONT BLVD              COLLECTOR         375     1    12      4       1750         40          50 2705     1997       1993 DRIVEWAY                   COLLECTOR         172     1    12      0       1750         40          50 2706     1998       337     US 21                   MAJOR ARTERIAL    449     4    12      4       1900         40          50 2707     1998       839     US 21                   MINOR ARTERIAL    2154    2    12      4       1750         40          50 2708     1998       3071 SPRINGHILL FARM RD         COLLECTOR         3032    1    12      4       1700         40          50 2709     1999       186     I77 ONRAMP FROM US 21 FREEWAY RAMP      490     1    12      4       1700         40          50 2710     3000       1615 STATE HWY 31               COLLECTOR         5689    1    12      4       1700         40          79 2711     3001       1614 SC 160                     COLLECTOR         5725    1    12      4       1700         40          79 2712     3002       938     FOREST POINT BLVD       COLLECTOR         1388    1    12      4       1900         40          41 2713     3003       938     FARMHURST DR            COLLECTOR         417     1    12      4       1900         40          41 2714     3004       937     DRIVEWAY                COLLECTOR         294     1    12      4       1900         30          41 2715     3005       936     NATIONS FORD RD         MINOR ARTERIAL    657     2    12      4       1900         40          41 2716     3006       1024 E WESTINGHOUSE BLVD        COLLECTOR         2930    2    12      4       1900         40          41 2717     3006       3009 DOWNS RD                   COLLECTOR         2491    1    12      4       1700         40          40 2718     3007       1028 NATIONS FORD RD            COLLECTOR         2993    1    12      4       1700         40          40 2719     3007       3006 DOWNS RD                   COLLECTOR         1444    1    12      4       1900         40          40 2720     3008       841     DOWNS CIR               COLLECTOR         1077    1    12      4       1900         40          51 2721     3009       3008 DOWNS RD                   COLLECTOR         4488    1    12      4       1700         40          50 2722     3010       920     WESTINGHOUSE BLVD       MINOR ARTERIAL    311     2    12      4       1900         40          40 2723     3010       923     I485 ONRAMP FROM      FREEWAY RAMP      1643    1    12      4       1700         40          40 Catawba Nuclear Station                                 K113                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number WESTINGHOUSE BLVD 2724     3010       3011    WESTINGHOUSE BLVD       MINOR ARTERIAL    180     2    12      4       1900         40          40 2725     3011       918     WESTINGHOUSE BLVD       MINOR ARTERIAL    1985    2    12      4       1900         40          40 2726     3011       3010    WESTINGHOUSE BLVD       MAJOR ARTERIAL    180     3    12      4       1900         40          40 2727     3012       3011    TEXLAND BLVD            COLLECTOR         2087    1    12      4       1900         40          40 2728     3013       3011    TEXLAND BLVD            COLLECTOR         1723    1    12      4       1900         40          40 I77 ONRAMP FROM 2729     3014       154     WESTINGHOUSE BLVD       FREEWAY RAMP      1197    1    12      4       1700         45          40 2730     3014       920     WESTINGHOUSE BLVD       MAJOR ARTERIAL    266     3    12      4       1900         40          40 2731     3015       565     I485 ONRAMP FROM I77 FREEWAY RAMP      1146    1    12      4       1700         50          40 2732     3016       1696    SHARON LAKES RD         COLLECTOR         2146    1    12      4       1700         40          41 2733     3017       1692    OLD PINEVILLE RD        COLLECTOR          392    1    12      4       1700         40          41 2734     3018       3020    SHARON RD W             MINOR ARTERIAL    1763    2    12      4       1900         40          42 2735     3019       3018    HOPETON RD              COLLECTOR         524     1    12      4       1900         40          42 2736     3020       1008    SHARON RD W             MINOR ARTERIAL    1129    2    12      4       1900         40          42 2737     3021       3020    BRANDON FOREST DR       COLLECTOR         294     1    12      4       1900         40          42 2738     3022       1003    PARK RD                 COLLECTOR         2066    1    12      4       1900         40          52 2739     3022       3029    PARK CEDAR DR           COLLECTOR         2529    1    12      4       1700         40          52 2740     3023       862     PARK RD                 MINOR ARTERIAL    1119    2    12      4       1900         40          51 2741     3023       3022    PARK RD                 COLLECTOR         1375    1    12      4       1900         40          51 2742     3024       863     JOHNSTON RD             MINOR ARTERIAL    1916    2    12      4       1900         40          52 2743     3024       3025    MCMULLEN CREEK PKWY     COLLECTOR         1677    1    12      4       1700         40          52 2744     3025       863     NC 51                   MINOR ARTERIAL    1550    2    12      0       1900         45          52 2745     3026       3024    CEDAR CREEK LN          COLLECTOR         643     1    12      4       1900         40          52 2746     3027       1003    PARK RD                 MINOR ARTERIAL    1021    2    12      4       1900         40          52 Catawba Nuclear Station                                 K114                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2747     3028       3027 PARK CROSSING DR       COLLECTOR        1902    1    12      4       1700         40          52 2748     3029       3025 NC 51                  MINOR ARTERIAL   2268    2    12      4       1900         45          52 2749     3030       3022 PARK CROSSING DR       COLLECTOR        1804    1    12      4       1900         40          51 2750     3031       3023 DRIVEWAY               MINOR ARTERIAL   1313    2    12      4       1900         40          51 2751     3032       3023 DRIVEWAY               MINOR ARTERIAL   387     2    12      4       1900         40          51 2752     3033       834     NC 51               MINOR ARTERIAL   620     2    12      0       1900         45          51 2753     3034       3033 DRIVEWAY               COLLECTOR        728     1    12      4       1900         40          51 2754     3035       597     BONUM RD            COLLECTOR        3312    1    12      4       1700         40          33 2755     3036       601     NC 49               MINOR ARTERIAL   1806    2    12      0       1900         45          39 2756     3037       624     DRIVEWAY            COLLECTOR        730     1    12      4       1900         40          48 2757     3038       3036 RIVERGATE PKWY         COLLECTOR        806     1    12      4       1750         40          48 2758     3039       3036 DRIVEWAY               COLLECTOR        345     1    12      4       1750         40          48 2759     3040       575     NC 49               COLLECTOR        1676    2    12      0       1900         50          48 2760     3041       3040 STEELECROFT PKWY       COLLECTOR        539     1    12      4       1750         40          48 2761     3042       626     SLEDGE RD           COLLECTOR        2815    1    12      4       1750         40          33 2762     3042       1635 SLEDGE RD              COLLECTOR        5282    1    12      4       1700         40          33 2763     3043       1635 SHOPTON RD             COLLECTOR        853     1    12      4       1700         40          33 2764     3043       1636 SHOPTON RD             COLLECTOR        4517    1    12      4       1350         30          33 2765     3044       3043 PINE HARBOR RD         COLLECTOR        2851    1    12      4       1700         40          33 2766     3045       1636 ISLAND POINT RD        COLLECTOR        5140    1    12      4       1700         40          33 2767     3046       916     GRANITE ST          MINOR ARTERIAL   1830    2    12      4       1900         40          40 2768     3047       916     GRANITE ST          COLLECTOR        2547    1    12      4       1900         40          40 2769     3048       1110 HAMILTON RD            COLLECTOR        652     1    12      4       1750         40          49 2770     3049       854     KNIGHTSBRIDGE RD    COLLECTOR        1203    1    12      4       1750         40          54 2771     3050       854     TURQUOISE WAY       COLLECTOR        267     1    12      4       1750         40          54 Catawba Nuclear Station                            K115                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2772     3051       3052 OLD NATION RD          COLLECTOR        802     1    12      4       1700         40          50 2773     3052       1134 US 21                  COLLECTOR        988     1    12      4       1750         55          50 2774     3053       853     SPRINGFIELD PKWY    COLLECTOR        2576    1    12      4       1750         45          55 2775     3053       858     SPRINGFIELD PKWY    COLLECTOR        2055    1    12      4       1750         45          54 2776     3054       833     LANCASTER HWY       COLLECTOR        547     1    12      0       1900         45          51 2777     3054       1149 LANCASTER HWY          COLLECTOR        4696    1    12      2       1700         45          56 2778     3055       3056 DORMAN RD              COLLECTOR        4645    1    12      4       1700         40          56 2779     3055       3435 HARRISBURGH RD         COLLECTOR        7378    1    12      4       1700         40          56 2780     3056       3054 DORMAN RD              COLLECTOR        1200    1    12      4       1700         40          51 2781     3057       3055 REGENT PKWY            COLLECTOR        2419    1    12      4       1700         40          56 2782     3058       3057 REGENT PKWY            COLLECTOR        3239    1    12      4       1700         40          55 2783     3059       1112 BARBERVILLE RD         COLLECTOR        2370    1    12      0       1700         40          56 2784     3059       3243 BARBERVILLE RD         COLLECTOR        8145    1    12      0       1700         40          69 2785     3060       994     BRYANT FARMS RD     COLLECTOR        3293    1    12      4       1700         40          58 2786     3060       3493 BRYANT FARMS RD        COLLECTOR        1248    1    12      4       1700         40          57 2787     3061       1756 MARVIN SCHOOL RD       COLLECTOR        1970    1    12      4       1700         40          70 2788     3062       1606 STATE HWY 660          COLLECTOR        1054    1    12      4       1700         40          68 2789     3063       1116 SC 65                  COLLECTOR        5992    1    12      4       1750         40          68 2790     3064       1117 SC 65                  COLLECTOR        1912    1    12      4       1750         40          68 2791     3065       3064 CONFEDERATE ST         COLLECTOR        439     1    12      4       1750         40          68 2792     3066       3064 HOWINGTON CIR          COLLECTOR        359     1    12      4       1750         40          68 2793     3067       1116 SC 277                 COLLECTOR        338     1    12      4       1750         40          68 2794     3068       1116 SC 277                 COLLECTOR        581     1    12      4       1750         40          68 2795     3069       839     SC 51               COLLECTOR        1605    1    12      4       1750         40          50 2796     3069       3070 SC 51                  COLLECTOR        2427    1    12      4       1750         45          50 Catawba Nuclear Station                            K116                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2797     3070       840     SC 51                    COLLECTOR         647     1    12      0       1700         45          50 2798     3071       1998 SPRINGHILL FARM RD          COLLECTOR         3037    1    12      4       1750         40          50 2799     3071       3070 SPRINGHILL FARM RD          COLLECTOR         438     1    12      0       1750         35          50 2800     3072       880     SC 49                    COLLECTOR         2352    1    12      4       1700         40          65 2801     3072       3402 SC 49                       COLLECTOR         2071    1    12      4       1700         40          68 2802     3073       3072 GRAY ROCK RD                COLLECTOR         2464    1    12      4       1700         40          65 2803     3074       3073 GRAY ROCK RD                COLLECTOR         2655    1    12      4       1700         40          65 2804     3075       1097 FOUNDERS ST                 COLLECTOR         1123    1    12      4       1750         40          68 2805     3076       1097 MARKET ST                   COLLECTOR         1004    1    12      4       1750         40          68 2806     3077       3078 SPRATT ST                   COLLECTOR         3396    1    12      4       1700         40          68 2807     3078       1763 SPRATT ST                   LOCAL ROADWAY     1642    1    12      4       1350         30          68 2808     3079       171     I77 ONRAMP FROM SC 161 FREEWAY RAMP      352     1    12      4       1700         40          67 2809     3080       778     I77 OFFRAMP TO SC 161  FREEWAY RAMP      602     1    12      4       1700         40          67 2810     3081       171     I77 ACCESS RD           COLLECTOR         635     1    12      4       1700         70          67 2811     3081       3083 I77 OFFRAMP TO US 21      FREEWAY RAMP      528     1    12      4       1700         40          67 2812     3082       3081 I77 ACCESS RD              FREEWAY RAMP      352     1    12      4       1700         70          67 2813     3083       456     I77 OFFRAMP TO US 21   FREEWAY RAMP      416     1    12      4       1700         40          67 2814     3084       3082 I77 ONRAMP FROM US 21     FREEWAY RAMP      407     1    12      4       1700         40          67 2815     3085       3088 I77 ONRAMP                FREEWAY RAMP      1513    1    12      4       1700         40          67 2816     3086       168     I77                     FREEWAY           5424    5    12     10       2250         70          67 2817     3086       3087 I77                        FREEWAY           1726    4    12     10       2250         70          67 2818     3086       3089 I77 OFFRAMP               FREEWAY RAMP      1426    2    12      4       1900         40          67 2819     3087       3086 I77                        FREEWAY           1722    4    12     10       2250         70          67 2820     3087       3088 I77                        FREEWAY           4017    4    12     10       2250         70          67 2821     3088       172     I77 OFFRAMP            FREEWAY RAMP      828     1    12      4       1700         70          67 Catawba Nuclear Station                                  K117                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node              Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2822     3088       173     I77                    FREEWAY           9526    4    12     10       2250         70          68 2823     3088       3087 I77                       FREEWAY           4015    4    12     10       2250         70          67 2824     3089       339     I77 OFFRAMP TO US 21  FREEWAY RAMP      2228    1    12      4       1750         40          67 2825     3089       777     I77 OFFRAMP TO SC 161 FREEWAY RAMP      910     2    12      4       1750         40          67 2826     3090       1237 EDEN TERRACE               COLLECTOR         1291    1    12      4       1750         40          67 2827     3090       3203 EDEN TERRACE               COLLECTOR         3701    1    12      0       1750         40          67 2828     3091       1180 N ANDERSON RD              MINOR ARTERIAL    2966    2    12      4       1750         40          76 2829     3092       1263 JOHN ROSS PKWY             COLLECTOR         1967    1    12      4       1700         40          76 2830     3092       1271 MCGALLANT RD               COLLECTOR         1140    1    12      4       1700         40          76 2831     3093       1209 SC 194                     COLLECTOR         1563    1    12      4       1750         40          75 2832     3094       1210 EBENEZER RD                COLLECTOR         221     1    12      4       1350         30          75 2833     3095       3094 DOTSON ST                  COLLECTOR         1840    1    12      4       1750         40          66 2834     3096       774     SC 161                  MINOR ARTERIAL    2944    2    12      4       1750         45          66 2835     3096       1189 SC 161                     MINOR ARTERIAL    2380    2    12      4       1750         45          66 2836     3096       1308 SC 904                     COLLECTOR         2598    1    12      4       1750         40          66 2837     3097       827     MT GALLANT RD           COLLECTOR         1512    1    12      4       1750         40          63 2838     3098       1565 ALLISON CREEK RD           COLLECTOR        10171    1    12      4       1700         40          47 2839     3099       3405 SR 1132                    COLLECTOR         5692    1    12      0       1700         55          47 2840     3100       702     SUTTON SPRING RD        COLLECTOR        12935    1    12      0       1700         40          60 2841     3101       3100 SUTTON SPRING RD           COLLECTOR         8169    1    12      0       1700         40          60 2842     3102       695     SC 49                   COLLECTOR         1054    1    12      0       1750         45          61 2843     3103       3102 SC 116                     COLLECTOR         781     1    12      4       1750         40          61 2844     3104       3102 SC 116                     COLLECTOR         378     1    12      4       1750         40          61 2845     3104       3210 ROOSEVELT ST               COLLECTOR         991     1    12      0       1750         40          61 2846     3105       695     SC 49                   COLLECTOR         780     1    12      0       1750         40          61 Catawba Nuclear Station                                 K118                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2847     3105       696     SC 49                    COLLECTOR         1968    1    12      0       1700         45          61 2848     3106       3105 SC 317                      COLLECTOR         2252    1    12      4       1750         40          61 2849     3107       3105 SC 317                      COLLECTOR         1102    1    12      4       1750         40          61 2850     3108       694     SC 45                    COLLECTOR         1828    1    12      4       1750         40          61 2851     3109       1601 CAMERON RD                  COLLECTOR         2214    1    12      0       1700         40          73 2852     3110       1331 SC 5                        COLLECTOR         315     1    12      4       1750         30          75 2853     3110       1332 HAMPTON ST                  COLLECTOR         656     1    12      4       1750         30          75 2854     3110       3116 HAMPTON ST                  COLLECTOR         357     1    12      4       1750         30          75 2855     3111       1347 N WILSON RD                 COLLECTOR         678     1    12      4       1750         40          75 2856     3111       1576 EBENEZER AVE                COLLECTOR         981     1    12      4       1750         40          75 2857     3112       1337 SC 5                        MINOR ARTERIAL    644     2    12      4       1750         35          75 2858     3113       3112 HAGINS ST                   COLLECTOR         550     1    12      4       1750         35          75 2859     3114       1245 DAVE LYLE BLVD              COLLECTOR         1436    1    12      4       1750         35          75 SC 341 ONRAMP FROM DAVE 2860     3114       3115 LYLE BLVD                   FREEWAY RAMP      619     1    12      4       1575         35          75 2861     3115       1332 SC 341                      MINOR ARTERIAL    599     2    12      4       1750         35          75 2862     3116       1250 E MAIN ST                   COLLECTOR         284     1    12      4       1750         30          75 2863     3116       3110 HAMPTON ST                  COLLECTOR         357     1    12      4       1750         30          75 2864     3117       793     SC 72                    COLLECTOR         429     1    12      4       1750         35          75 2865     3117       1369 SC 85                       COLLECTOR         229     1    12      4       1750         35          75 2866     3118       3484 ANDERSON RD S               MINOR ARTERIAL    750     2    12      4       1750         40          76 2867     3119       3118 TECH PARK BLVD              COLLECTOR         560     1    12      4       1750         40          76 2868     3120       3118 TECH PARK BLVD              COLLECTOR         1137    1    12      4       1750         40          76 2869     3121       1180 BIRD ST                     COLLECTOR         1063    1    12      4       1750         40          76 2870     3122       3334 UNIVERSITY DR/BIRD ST       LOCAL ROADWAY     142     1    12      4       1125         25          76 Catawba Nuclear Station                                  K119                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                    No. Lane Shoulder    Flow        Flow Stream Stream                                               Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name       Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number ROUNDABOUT 2871     3123       1398    MOBLEY STORE RD        COLLECTOR         9533    1    12      0       1700         40          84 2872     3123       3611    MOBLEY STORE RD        COLLECTOR        12641    1    12      0       1700         40          83 2873     3125       177     I77 ONRAMP FROM SC 5 FREEWAY RAMP      421     1    12      4       1700         40          76 2874     3126       176     I77 ONRAMP FROM SC 5 FREEWAY RAMP      1448    1    12      4       1700         40          76 2875     3126       666     SC 5                   MAJOR ARTERIAL    1120    3    12      4       1750         45          78 2876     3126       3128    SC 5                   MINOR ARTERIAL    311     2    12      4       1900         40          78 2877     3127       3126    I77 ONRAMP FROM SC 5 FREEWAY RAMP      327     1    12      4       1750         40          76 2878     3127       3128    I77 ONRAMP FROM SC 5 FREEWAY RAMP      372     1    12      4       1700         40          78 2879     3128       665     SC 5                   MINOR ARTERIAL    362     2    12      4       1900         40          76 2880     3128       3126    SC 5                   MINOR ARTERIAL    311     3    12      4       1750         45          78 2881     3129       878     MT HOLLY RD            COLLECTOR         2532    2    10      0       1750         55          85 2882     3129       3239    MARSHALL RD            COLLECTOR         9806    1    12      0       1700         40          85 2883     3130       1280    SC 50                  COLLECTOR         1756    1    12      4       1700         40          79 2884     3131       757     NC 273                 COLLECTOR         2127    1    12      4       1700         40          33 2885     3131       785     NC 273                 COLLECTOR         1985    1    12      0       1700         45          33 2886     3132       3137    I77 ACCESS RD         FREEWAY           2440    3    12      8       2250         70          40 2887     3133       177     I77                   FREEWAY           2638    3    12      8       2250         70          78 2888     3133       178     I77                   FREEWAY           4976    2    12     10       2250         70          78 2889     3134       775     MT GALLANT RD          COLLECTOR         3702    1    10      0       1750         50          67 2890     3135       1176    STATE HWY 30           COLLECTOR         3000    1    12      4       1700         40          65 2891     3136       401     GREENLAND AVE          COLLECTOR         211     1    10      0       1900         40          17 2892     3137       151     I77 ONRAMP           FREEWAY RAMP      739     3    10      4       1900         40          40 2893     3137       930     I77 ACCESS RD         MINOR ARTERIAL    801     2    12      4       1900         70          40 2894     3139       891     CARMEL RD              MINOR ARTERIAL    3786    2    12      4       1900         40          43 Catawba Nuclear Station                                K120                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                   Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2895     3140       3139 SHARON VIEW RD          COLLECTOR        502     1    10      0       1900         40          43 2896     3141       1009 SHARON RD               COLLECTOR        1084    1    10      4       1900         40          42 2897     3141       1022 SHARON RD               COLLECTOR        2670    1    12      0       1700         40          42 2898     3142       893     SHARON RD            MAJOR ARTERIAL   685     3    12      4       1900         40          37 2899     3143       3142 ASHLEY PARK LN          COLLECTOR        525     1    10      0       1900         40          37 2900     3144       1932 SCOTFIELD RD            COLLECTOR        712     1    10      0       1700         40          37 2901     3145       1995 AVENUE OF THE CAROLINAS MAJOR ARTERIAL   2589    3    12      4       1900         40          50 2902     3146       391     DRIVEWAY             MINOR ARTERIAL   411     2    12      4       1900         30          27 2903     3147       937     NATIONS FORD RD      COLLECTOR        1224    1    12      4       1900         40          41 2904     3148       941     DRIVEWAY             MINOR ARTERIAL   369     2    12      4       1900         30          36 2905     3149       418     NC 160               MINOR ARTERIAL   1843    2    12      4       1900         50          27 2906     3150       3149 DR CARVER RD            COLLECTOR        972     1    12      4       1900         35          27 2907     3151       3152 OLD DOWD RD             LOCAL ROADWAY    485     1    12      0       1125         25          15 2908     3152       336     OLD DOWD RD          COLLECTOR        2352    1    12      0       1700         40          15 2909     3153       453     10TH ST              COLLECTOR        282     1    12      0       1750         35          14 2910     3154       453     10TH ST              COLLECTOR        812     1    12      0       1750         35          14 2911     3155       311     CATAWBA ST           COLLECTOR        1257    1    10      4       1750         30          13 2912     3156       203     NC 273               COLLECTOR        1865    2    12      4       1750         40          13 2913     3157       3156 PLANTREE DR             COLLECTOR        1404    1    12      0       1750         35          13 2914     3158       3160 N MAIN ST               COLLECTOR        501     1    12      0       1750         40          13 2915     3159       319     N CENTRAL AVE        COLLECTOR        2347    1    12      0       1750         40          13 2916     3159       3158 W WOODROW AVE           COLLECTOR        1008    1    12      0       1750         35          13 2917     3160       319     N MAIN ST            COLLECTOR        1740    1    12      0       1750         40          13 2918     3161       3159 W WOODROW AVE           COLLECTOR        1531    1    12      0       1750         35          13 2919     3162       3160 CIRCLE DR               COLLECTOR        608     1    12      0       1750         35          13 Catawba Nuclear Station                             K121                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name        Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2920     3163       308     NC 273                  MINOR ARTERIAL    1732    2    12      0       1900         50          5 2921     3164       3163 YMCA DR                    COLLECTOR         1583    1    12      0       1750         40          6 2922     3165       303     WOODLAWN AVE            COLLECTOR         989     1    12      0       1750         40          5 2923     3166       201     ANDREW JACKSON HWY      MINOR ARTERIAL    1217    2    12      0       1750         55          13 2924     3166       202     ANDREW JACKSON HWY      MAJOR ARTERIAL    6028    3    12      0       1750         55          13 2925     3167       257     NC 279                  MINOR ARTERIAL    1038    2    12      0       1750         45          2 2926     3168       3167 PEARL ST                   COLLECTOR         334     1    12      0       1750         40          2 2927     3169       195     ARMSTRONG PARK RD       MINOR ARTERIAL    665     2    12      0       1750         40          3 2928     3170        20     I85 ONRAMP FROM I485 FREEWAY RAMP      659     1    12      8       1700         65          15 2929     3171       552     I485                   FREEWAY           4666    3    12     12       2250         70          34 2930     3171       3172 I485                      FREEWAY           1869    3    12     12       2250         70          25 2931     3172       381     I485                   FREEWAY           4609    3    12     12       2250         70          25 2932     3172       3171 I485                      FREEWAY           1869    3    12     12       2250         70          25 I485 ONRAMP FROM 2933     3173       3171 GARRISON RD                FREEWAY RAMP      1065    1    12      4       1700         45          25 2934     3173       3174 WEST BLVD                  COLLECTOR         1153    1    12      0       1700         40          25 I485 ONRAMP FROM 2935     3174       3172 GARRISON RD                FREEWAY RAMP      1008    1    12      4       1700         45          25 2936     3174       3173 WEST BLVD                  COLLECTOR         1153    1    12      0       1700         40          25 2937     3175       883     US 21                   MINOR ARTERIAL    4834    2    12      4       1750         55          68 2938     3175       3177 US 21                      MINOR ARTERIAL    1749    2    12      4       1750         40          67 2939     3176       3175 GRIER MCGUIRE DR           COLLECTOR         1346    1    12      0       1750         40          67 2940     3177       776     US 21                   MINOR ARTERIAL    595     3    12      4       1750         40          67 2941     3177       3175 US 21                      MINOR ARTERIAL    1749    2    12      4       1750         40          67 2942     3178       3177 HOSPITALITY DR             COLLECTOR         372     1    12      0       1750         40          67 Catawba Nuclear Station                                 K122                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2943     3179       836     REA RD              MINOR ARTERIAL   887     2    12      4       1900         45          58 2944     3179       837     REA RD              MAJOR ARTERIAL   1087    3    12      0       1900         45          58 2945     3180       3179 PIPER STATION RD       COLLECTOR        294     1    12      0       1900         35          58 2946     3181       1163 WOODVIEW CIR           COLLECTOR        1120    1    12      0       1900         40          59 2947     3182       1734 BEVINGTON PL           COLLECTOR        724     1    12      4       1900         40          53 2948     3183       3270 SC 160                 MINOR ARTERIAL   535     2    12      0       1900         40          54 2949     3184       3183 CAROLINA PL            COLLECTOR        744     1    12      0       1750         40          54 2950     3185       3183 1ST BAXTER CROSSING    COLLECTOR        277     1    12      0       1750         40          54 2951     3186       615     DAM RD              COLLECTOR        756     1    12      0       1750         35          48 2952     3187       614     OLD TARA LN         COLLECTOR        728     1    12      0       1750         35          48 2953     3188       614     STONECREST BLVD     COLLECTOR        1035    1    12      0       1750         35          48 2954     3189       613     SC 160              COLLECTOR        2904    2    12      4       1750         40          48 2955     3189       614     SC 160              MINOR ARTERIAL   1745    2    12      0       1750         45          48 2956     3190       3189 VANDORA SPRINGS RD     COLLECTOR        601     1    12      0       1750         35          48 2957     3191       1105 CAROWINDS BLVD         MINOR ARTERIAL   2890    2    12      4       1900         50          49 2958     3191       1983 CAROWINDS BLVD         COLLECTOR        2216    1    12      4       1700         55          39 2959     3192       3191 S POINT BLVD           COLLECTOR        794     1    12      0       1900         40          39 2960     3193       1046 HWY 557                COLLECTOR        3975    1    12      0       1700         50          32 2961     3194       3193 DRIVEWAY               COLLECTOR        498     1    12      0       1750         35          32 2962     3195       1043 SC 54                  COLLECTOR        4417    1    12      4       1700         55          31 2963     3196       714     SC 54               COLLECTOR        5537    1    12      4       1750         40          46 2964     3197       3196 SC 54                  COLLECTOR        4250    1    12      4       1700         40          46 2965     3198       733     SC 274              COLLECTOR        1299    2    12      0       1900         45          32 2966     3199       3198 WALMART DRIVEWAY       COLLECTOR        322     1    12      0       1750         35          32 2967     3200       1328 SC 121                 MINOR ARTERIAL   1070    2    10      4       1750         50          77 Catawba Nuclear Station                            K123                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2968     3200       3417 SC 121                  MINOR ARTERIAL   7434    2    12      2       1900         40          77 2969     3201       1400 SC 324                  COLLECTOR        494     1    10      0       1700         45          84 2970     3202       822     SC 322               MINOR ARTERIAL   3453    2    12      1       1750         40          75 2971     3202       900     SC 322               COLLECTOR        1389    1    12      1       1750         40          75 2972     3203       3333 UNIVERSITY DR           COLLECTOR        3750    1    12      0       1700         40          76 2973     3204       3205 SC 161                  MINOR ARTERIAL   780     2    12      0       1750         45          62 2974     3205       3208 SC 161                  MINOR ARTERIAL   2807    2    12      0       1750         45          61 2975     3206       3204 LOWES WAY               COLLECTOR        320     1    12      0       1750         40          62 2976     3207       3205 WALMART DRIVEWAY        COLLECTOR        333     1    12      0       1750         40          61 2977     3208       830     SC 161               MINOR ARTERIAL   1088    2    12      0       1750         45          61 2978     3209       3208 DRIVEWAY                COLLECTOR        324     1    12      0       1750         40          61 2979     3210       695     SC 161               COLLECTOR        403     1    12      0       1750         40          61 2980     3211       507     JACKSON RD           COLLECTOR        826     1    12      0       1750         35          9 2981     3212       1854 DRIVEWAY                COLLECTOR        216     1    12      0       1750         40          10 2982     3213       1061 E HUDSON BLVD           MINOR ARTERIAL   880     2    12      0       1750         55          11 2983     3214       3213 BRADFORD HEIGHTS RD     COLLECTOR        906     1    12      0       1750         35          11 2984     3215       573     NC 49                MINOR ARTERIAL   2525    2    12      0       1900         60          48 2985     3216       3215 MCDOWELL PARK DR        LOCAL ROADWAY    1470    1    10      0       1750         30          48 2986     3217       717     EAGLE CREEK RD       COLLECTOR        460     1    12      0       1750         40          31 2987     3218       717     QUINN RD             COLLECTOR        1844    1    12      0       1750         40          31 2988     3219       720     SC 55                COLLECTOR        911     1    12      0       1700         45          30 2989     3221       3219 CHURCH ST               COLLECTOR        477     1    12      0       1700         40          30 2990     3222       723     SR S46237          COLLECTOR        4049    1    12      0       1700         40          30 2991     3223       724     SR 148               COLLECTOR        5668    1    12      0       1700         40          30 2992     3224       490     STATE RD S461321   COLLECTOR        1541    1    12      0       1700         40          31 Catawba Nuclear Station                             K124                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 2993     3225       804     S GRANDVIEW RD      COLLECTOR        3663    1    12      0       1700         40          29 2994     3226       1545 LEWIS RD               COLLECTOR        6636    1    12      0       1700         40          8 2995     3227       3228 LEWIS RD               COLLECTOR        3273    1    12      0       1700         40          8 2996     3228       3229 LEWIS RD               COLLECTOR        2194    1    12      0       1700         40          8 2997     3230       3228 CHAPEL GROVE SCHOOL RD COLLECTOR        2939    1    12      0       1700         40          8 2998     3231       1055 RIVERWOOD PKWY         COLLECTOR        595     1    12      0       1700         40          10 2999     3232       792     PAMELA ST           COLLECTOR        1184    1    12      0       1700         40          11 3000     3233       252     INDEPENDENCE WAY    COLLECTOR        918     1    12      0       1700         40          11 3001     3234       1971 N MAIN ST              COLLECTOR        1539    1    12      0       1700         40          12 3002     3234       3235 8TH AVE                COLLECTOR        652     1    12      0       1700         40          12 3003     3235       1454 8TH AVE                COLLECTOR        2997    1    12      0       1700         40          12 3004     3236       3234 8TH AVE                COLLECTOR        1990    1    12      0       1700         40          12 3005     3237       517     STATE HWY 170       COLLECTOR        7354    1    12      2       1700         45          61 3006     3237       3432 STATE HWY 170          COLLECTOR       13774    1    12      2       1700         45          72 3007     3238       523     SR 167              COLLECTOR        3761    1    12      0       1700         40          73 3008     3239       3129 MARSHALL RD            COLLECTOR        9805    1    12      0       1700         40          85 3009     3239       3424 SR 244                 COLLECTOR        5611    1    12      4       1700         55          85 3010     3240       3314 MT HOLLY RD            MINOR ARTERIAL   1495    2    12      0       1900         40          77 3011     3241       3129 MT HOLLY RD            MINOR ARTERIAL   2518    2    12      0       1900         40          85 3012     3242       3241 OAKDALE RD             COLLECTOR        9186    1    12      0       1700         40          77 3013     3243       609     BARBERVILLE RD      COLLECTOR        3356    1    12      0       1700         40          69 3014     3243       3059 BARBERVILLE RD         COLLECTOR        8127    1    12      0       1750         40          69 3015     3244       890     CARMEL RD           COLLECTOR        2863    1    12      4       1700         40          43 3016     3245       1626 LAKE WYLIE RD          COLLECTOR        2269    1    12      0       1700         40          47 3017     3246       1625 LAKE WYLIE RD          COLLECTOR        3098    1    12      0       1700         45          47 Catawba Nuclear Station                            K125                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                     No. Lane Shoulder    Flow        Flow Stream Stream                                                Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3018     3247       1562 MCKEE RD                    COLLECTOR        3480    1    12      0       1700         40          48 3019     3248       1562 YOUNGBLOOD RD               COLLECTOR        2995    1    12      0       1700         40          48 YOUNGBLOOD RD ROUNDABOUT 3020     3248       3250 TO GRAND PALISADES PKWY     COLLECTOR        100     1    12      0        900         20          48 3021     3249       3247 MCKEE RD                    COLLECTOR        3097    1    12      0       1700         40          48 3022     3250       3251 GRAND PALISADES PKWY        COLLECTOR        1801    1    12      0       1700         40          48 3023     3251       3252 GRAND PALISADES PKWY        COLLECTOR        1589    1    12      0       1700         40          48 3024     3252       3253 GRAND PALISADES PKWY        COLLECTOR        2879    1    12      0       1700         40          48 3025     3253       3254 GRAND PALISADES PKWY        COLLECTOR        1692    1    12      0       1700         40          48 3026     3254       1563 GRAND PALISADES PKWY        COLLECTOR        1051    1    12      0       1700         40          48 YOUNGBLOOD RD ROUNDABOUT 3027     3255       3256 TO GRAND PALISADES PKWY     COLLECTOR        109     1    12      0        900         20          48 GRAND PALISADES PKWY ROUNDABOUT TO YOUNGBLOOD 3028     3256       3248 RD                          COLLECTOR        110     1    12      0        900         20          48 3029     3257       3255 YOUNGBLOOD RD               COLLECTOR        2722    1    12      0       1700         40          48 3030     3258       3256 GRAND PALISADES PKWY        COLLECTOR        878     1    12      0       1700         40          48 3031     3259       3258 GRAND PALISADES PKWY        COLLECTOR        1695    1    12      0       1700         40          48 3032     3260       3257 YOUNGBLOOD RD               COLLECTOR        1145    1    12      0       1700         40          48 3033     3261       3249 BANK HEAD RD                COLLECTOR        1482    1    12      0       1700         40          48 3034     3262       3249 MCKEE RD                    COLLECTOR        2144    1    12      0       1700         40          48 3035     3263       775     SC 161                   MAJOR ARTERIAL   1240    3    12      4       1750         45          67 3036     3263       1229 SC 161                      MAJOR ARTERIAL   2191    3    12      4       1750         45          67 3037     3264       3263 POPE RD                     COLLECTOR        443     1    12      0       1575         35          67 3038     3265       775     SC 161                   MAJOR ARTERIAL   1829    3    12      4       1750         45          67 3039     3265       3325 SC 161                      MAJOR ARTERIAL   1571    3    12      4       1900         45          67 Catawba Nuclear Station                                 K126                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                    Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3040     3266       3267 SR 725                  COLLECTOR        1304    1    12      0       1700         40          67 3041     3267       3265 SR 725                  COLLECTOR        413     1    12      0       1750         40          67 3042     3268       752     SC 274               MINOR ARTERIAL   4729    2    12      0       1900         60          63 3043     3269       622     NC 160               COLLECTOR        2671    1    12      0       1900         45          48 3044     3270       618     SC 160               MINOR ARTERIAL   226     2    12      0       1750         40          54 3045     3271       3270 SUTTON RD               COLLECTOR        972     1    12      0       1700         40          68 3046     3272       627     SAM NEELY RD         COLLECTOR        1923    1    12      0       1900         40          33 3047     3273       3042 WINGET RD               COLLECTOR        2298    1    12      0       1700         40          33 3048     3274       3397 W ARROWOOD RD           MINOR ARTERIAL   283     2    12      4       1900         45          40 3049     3275       3274 ARROWPOINT BLVD         COLLECTOR        472     1    12      0       1900         40          40 3050     3276       860     W ARROWOOD RD        MAJOR ARTERIAL   500     4    12      4       1900         45          40 3051     3277       3276 SOUTHERN PINE BLVD      COLLECTOR        718     1    12      0       1900         40          40 3052     3278       861     W ARROWOOD RD        MINOR ARTERIAL   1221    2    12      4       1900         40          41 3053     3278       3280 W ARROWOOD RD           COLLECTOR        1041    2    12      4       1900         40          41 3054     3279       3278 FOREST POINT BLVD       COLLECTOR        603     1    12      0       1750         40          41 3055     3280       934     W ARROWOOD RD        COLLECTOR        1138    1    12      4       1900         40          41 3056     3280       3278 W ARROWOOD RD           MAJOR ARTERIAL   1028    2    12      4       1750         40          41 3057     3281       940     NC 1164              COLLECTOR        585     2    12      0       1900         40          36 3058     3281       3283 NC 1164                 COLLECTOR        839     1    12      0       1700         40          36 3059     3282       3281 ANN MARIE DR            COLLECTOR        2369    1    12      0       1700         40          36 3060     3283       941     NC 1164              COLLECTOR        1029    1    12      0       1900         40          36 3061     3283       3281 NC 1164                 COLLECTOR        814     2    12      0       1900         40          36 3062     3284       582     NC 49                MINOR ARTERIAL   2733    2    12      0       1900         45          35 3063     3285       1796 MEEK RD                 COLLECTOR        3982    1    12      0       1700         40          31 3064     3286       3285 MEEK RD                 COLLECTOR        3542    1    12      0       1700         40          31 Catawba Nuclear Station                             K127                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3065     3287       3285 RIDDLE RD              COLLECTOR        6828    1    12      0       1700         40          31 3066     3288       490     US 321              MINOR ARTERIAL   721     2    12      0       1900         45          31 3067     3289       3288 OLD NORTH MAIN ST      COLLECTOR        1703    1    12      0       1700         40          30 3068     3290       489     US 321              MINOR ARTERIAL   3424    2    12      0       1750         45          30 3069     3290       3288 US 321                 MINOR ARTERIAL   4020    2    12      0       1900         45          30 3070     3291       533     US 321              MINOR ARTERIAL   4845    2    12      4       1900         45          30 3071     3292       686     DR NICHOLS RD       COLLECTOR        3650    1    12      0       1700         40          46 3072     3293       684     SR 181              COLLECTOR        4740    1    12      0       1700         40          46 3073     3294       3293 SR 181                 COLLECTOR        2866    1    12      0       1700         40          46 3074     3295       683     SC 80               COLLECTOR        351     1    12      4       1700         40          46 3075     3296       3295 CHAMBERS RD            COLLECTOR        5322    1    12      0       1700         40          62 3076     3297       1393 SC 64                  COLLECTOR        3819    1    12      0       1700         40          46 3077     3298       3368 US 321                 COLLECTOR        3283    1    12      0       1700         45          45 3078     3299       3298 SR 1236                COLLECTOR        1212    1    12      0       1700         40          45 3079     3300       1389 HOLLAND RD             COLLECTOR        2384    1    12      0       1700         40          73 3080     3301       3300 HOLLAND RD             COLLECTOR        2968    1    12      0       1700         40          74 3081     3302       1122 OLD NATION RD          COLLECTOR        2221    1    12      4       1700         40          55 3082     3302       3051 OLD NATION RD          COLLECTOR        822     1    12      4       1700         40          50 3083     3303       3302 HERITAGE BLVD          COLLECTOR        1250    1    12      4       1700         40          50 3084     3304       1121 SPRINGFIELD PKWY       COLLECTOR        3261    1    12      4       1700         50          55 3085     3305       3304 A O JONES BLVD         COLLECTOR        2916    1    12      0       1750         40          55 3086     3306       1606 DOBYS BRIDGE RD        COLLECTOR        2365    1    12      2       1700         45          68 3087     3307       3306 WHITE GROVE RD         COLLECTOR        666     1    12      0       1700         40          68 3088     3308       3306 DOBYS BRIDGE RD        COLLECTOR        660     1    12      2       1700         45          68 3089     3309       3308 WILLIAMS RD            COLLECTOR        4339    1    12      0       1700         40          68 Catawba Nuclear Station                            K128                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3090     3310       1607 DOBYS BRIDGE RD        COLLECTOR        2623    1    12      0       1700         50          68 3091     3311       3310 WHITES RD              COLLECTOR        5789    1    12      0       1700         40          68 3092     3312       1281 SC 50                  COLLECTOR        2392    1    12      4       1700         40          79 3093     3313       1286 CHURCH RD              COLLECTOR        1169    1    12      0       1700         40          79 3094     3313       3312 STURGIS RD             COLLECTOR        5837    1    12      0       1700         40          79 3095     3314       3241 MT HOLLY RD            MINOR ARTERIAL   6454    2    12      0       1900         40          77 3096     3315       3314 OAK BRANCH DR          COLLECTOR        177     1    12      0       1700         40          77 3097     3316       742     NC 274              COLLECTOR        2254    1    12      0       1700         45          20 3098     3317       3316 BUD WILSON RD          COLLECTOR        4823    1    12      0       1700         40          20 3099     3318       3317 BUD WILSON RD          COLLECTOR        2741    1    12      0       1700         40          31 3100     3319       1389 SC 324                 COLLECTOR        2325    1    10      0       1700         60          73 3101     3319       3633 SC 324                 COLLECTOR        6208    1    10      0       1700         60          73 3102     3320       3319 RUSSELL RD             COLLECTOR        7549    1    12      0       1700         40          73 3103     3321       773     SC 161              MINOR ARTERIAL   2041    2    12      4       1750         45          66 3104     3321       1189 SC 161                 MINOR ARTERIAL   2037    2    12      4       1750         45          66 3105     3322       3380 INDIAN HOOK RD         COLLECTOR        3195    1    12      4       1350         30          75 3106     3323       3322 SHADOWBROOK DR         COLLECTOR        2137    1    12      0       1700         40          66 3107     3324       3265 SR 725                 COLLECTOR        369     1    12      0       1750         40          67 3108     3325       774     SC 161              MAJOR ARTERIAL   3202    3    12      4       1750         45          66 3109     3325       3265 SC 161                 MAJOR ARTERIAL   1570    3    12      4       1750         45          67 3110     3326       775     MT GALLANT RD       COLLECTOR        2479    1    12      0       1750         40          67 3111     3326       1178 MT GALLANT RD          COLLECTOR        2435    1    12      0       1750         40          67 3112     3327       1327 SC 72                  COLLECTOR        4429    1    12      4       1750         30          77 3113     3328       3098 ALLISON CREEK RD       COLLECTOR        1746    1    12      0       1700         40          63 3114     3329       806     SC 5                COLLECTOR        3928    2    12      0       1900         55          45 Catawba Nuclear Station                            K129                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name      Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3115     3330       515     US 321                COLLECTOR        1825    1    12      4       1700         60          61 3116     3330       516     US 321                COLLECTOR        4561    1    12      4       1700         60          61 3117     3330       3426 OLD PINCKNEY RD          COLLECTOR       10388    1    12      4       1700         40          61 3118     3331       3330 SR 309                   COLLECTOR        170     1    12      0       1700         40          61 3119     3332       3331 SR 309                   COLLECTOR        1144    1    12      0       1700         40          61 UNIVERSITY DR/BIRD ST 3120     3333       3122 ROUNDABOUT               LOCAL ROADWAY    146     1    12      4       1125         25          76 3121     3334       1180 BIRD ST                  COLLECTOR        1006    1    12      0       1750         40          76 3122     3335       3122 BIRD ST                  COLLECTOR        1549    1    12      0       1700         40          76 3123     3336       206     OLD DOWD RD           COLLECTOR        2292    1    12      4       1900         40          14 3124     3336       336     OLD DOWD RD           COLLECTOR        2293    1    12      4       1700         40          14 3125     3337       3336 AMOS SMITH RD            COLLECTOR        1865    1    12      4       1700         40          14 3126     3338       3225 S GRANDVIEW RD           COLLECTOR        8194    1    12      0       1700         40          29 3127     3339       803     FAULKNER RD           COLLECTOR        7792    1    12      0       1700         40          30 3128     3340       3339 FAULKNER RD              COLLECTOR        8619    1    12      0       1700         40          30 3129     3341       730     SC 55                 COLLECTOR        1625    1    12      0        900         45          44 3130     3342       3341 C E STEWART RD           COLLECTOR        3069    1    12      0       1700         40          44 3131     3343       3607 US 321                   COLLECTOR        2909    1    12      0       1700         50          82 3132     3344       3628 SR 322                   COLLECTOR        5618    1    12      0       1700         50          82 3133     3345       3313 STURGIS RD               COLLECTOR        6588    1    12      0       1700         40          79 3134     3347       676     RESERVATION RD        COLLECTOR       10426    1    12      0       1700         40          87 3135     3348       3274 W ARROWOOD RD            MINOR ARTERIAL   1882    2    12      4       1900         45          40 3136     3349       3348 HANSON RD                COLLECTOR        538     1    12      0       1900         40          40 3137     3350       1784 PARK RD                  MINOR ARTERIAL   2670    2    12      0       1900         40          37 3138     3351       3350 HILLSIDE AVE             COLLECTOR        893     1    12      0       1900         40          37 Catawba Nuclear Station                              K130                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3139     3352       608     WILLIAMS RD         COLLECTOR        827     1    12      0       1750         40          68 3140     3353       1150 CALIFORNIA PL PKWY     COLLECTOR        891     1    12      4       1900         40          51 3141     3354       3353 CALIFORNIA PL PKWY     COLLECTOR        1103    2    12      4       1900         40          51 3142     3355       3354 CALIFORNIA PL PKWY     COLLECTOR        774     2    12      4       1900         40          51 3143     3356       3355 CALIFORNIA PL PKWY     COLLECTOR        778     2    12      4       1900         40          51 3144     3357       3356 PARK RD                COLLECTOR        2422    1    12      0       1700         40          51 3145     3358       3355 DRIVEWAY               COLLECTOR        379     1    12      0       1900         30          51 3146     3359       3354 DRIVEWAY               COLLECTOR        243     1    12      0       1900         30          51 3147     3360       3353 DRIVEWAY               COLLECTOR        304     1    12      0       1900         30          51 3148     3361       1677 SELWYN AVE             COLLECTOR        418     1    12     10       1900         40          37 3149     3362       1727 CRUMP RD               COLLECTOR        988     1    12      0       1700         40          41 3150     3363       1004 PARK RD                COLLECTOR        1967    1    12      0       1700         40          51 3151     3364       1498 ANDREW JACKSON HWY     MINOR ARTERIAL   393     2    12      0       1900         40          1 3152     3366       228     US 321              MAJOR ARTERIAL   342     3    12      4       1750         40          1 3153     3367       720     SMITH ST            COLLECTOR        1868    1    12      0       1575         35          30 3154     3367       3340 FAULKNER RD            COLLECTOR        2668    1    12      0       1700         40          30 3155     3368       509     US 321              COLLECTOR        437     1    12      0       1700         45          45 3156     3368       3369 US 321                 COLLECTOR        330     1    12      0       1700         45          45 3157     3369       800     SC 161              COLLECTOR        6988    1    10      0       1700         45          45 3158     3370       509     US 321              MINOR ARTERIAL   571     2    12      0       1900         45          45 3159     3370       510     US 321              MINOR ARTERIAL   4612    2    12      0       1900         45          45 3160     3371       703     SHANNON RD          COLLECTOR       12146    1    12      0       1700         40          60 3161     3372       3533 SC 49                  COLLECTOR        691     1    12      4       1575         35          60 3162     3373       779     SC 901              MINOR ARTERIAL   482     2    12      4       1750         40          63 3163     3373       1193 SC 901                 MINOR ARTERIAL   1054    2    12      4       1750         40          63 Catawba Nuclear Station                            K131                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3164     3374       3375 US521                       MINOR ARTERIAL    773     2    12      0       1900         45          51 3165     3374       3399 US521                       MINOR ARTERIAL    220     2    12      4       1900         40          51 3166     3375       848     US521                    MINOR ARTERIAL    2374    2    12      0       1900         45          41 3167     3375       3374 US521                       MINOR ARTERIAL    772     2    12      4       1900         40          51 3168     3376       3374 DRIVEWAY                     COLLECTOR         329     3    12      0       1900         30          51 3169     3377       3375 DRIVEWAU                     COLLECTOR         348     3    12      0       1900         30          41 3170     3378       750     PLANT ACCESS RD           COLLECTOR         1854    1    10      2       1700         40          47 3171     3379       1178 US 21                        MINOR ARTERIAL    625     3    12      4       1750         40          67 3172     3379       1299 US 21                        MINOR ARTERIAL    537     3    12      4       1750         40          67 3173     3380       1209 INDIAN HOOK RD               COLLECTOR         230     2    12      4       1750         30          75 3174     3381       793     SC 5                      COLLECTOR         217     2    12      4       1750         30          75 3175     3382       823     SC 5                      COLLECTOR         6338    1    10      0       1750         40          76 3176     3383       1369 N ELIZABETH LN               COLLECTOR         294     2    12      4       1750         40          75 3177     3384       208     ANDREW JACKSON HWY        MAJOR ARTERIAL    489     3    12      0       1900         50          15 MOORES CHAPEL RD TRAFFIC 3178     3385       3436 CIRCLE                       COLLECTOR          69     1    12      4        900         20          7 3179     3386       350     LITTLE ROCK RD            COLLECTOR         817     1    12      4       1700         40          16 3180     3387       3386 TUCKASEEGEE RD               COLLECTOR         894     1    12      4       1900         40          16 3181     3388       3389 I77 ACCESS RD               COLLECTOR         312     2    12      4       1900         55          18 3182     3389       132     I77 ACCESS RD            FREEWAY RAMP      1693    1    12      4       1700         55          18 3183     3389       224     I277 ONRAMP             FREEWAY RAMP      945     1    12      4       1700         45          18 I77 ONRAMP FROM NATIONS 3184     3390       148     FORD RD                   FREEWAY RAMP      538     1    12      4       1700         40          36 3185     3390       1722 ARCHDALE DR                  COLLECTOR         1225    1    12      4       1700         40          36 3186     3391       157     I77 ONRAMP FROM US 21   FREEWAY RAMP      1713    1    12      4       1700         40          50 Catawba Nuclear Station                                   K132                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3187     3392       844     NC 51                    MINOR ARTERIAL    151     2    12      4       1900         40          51 3188     3392       862     NC 51                    MINOR ARTERIAL    451     2    12      0       1900         45          51 3189     3392       3393 I485 ONRAMP FROM NC 51    FREEWAY RAMP      181     2    12      4       1900         55          51 3190     3393       3394 I485 ONRAMP FROM NC 51    FREEWAY RAMP      501     2    12      4       1900         40          51 3191     3394       535     I485 ONRAMP FROM NC 51 FREEWAY RAMP      779     1    12      4       1700         40          51 3192     3395       1939 FAIRVIEW RD                 MAJOR ARTERIAL    1219    3    12      0       1900         40          38 3193     3396       1721 FAIRVIEW RD                 MAJOR ARTERIAL    427     3    12      4       1900         45          37 3194     3397       3276 W ARROWOOD RD               MAJOR ARTERIAL    753     3    12      4       1900         45          40 I77 ONRAMP FROM W 3195     3398       935     ARROWOOD RD              FREEWAY RAMP      884     1    12      4       1900         40          41 3196     3399       847     US521                   MAJOR ARTERIAL    374     3    12      4       1900         40          51 3197     3399       3374 US521                      MINOR ARTERIAL    220     2    12      0       1900         45          51 3198     3400       661     US 521                   MINOR ARTERIAL    635     2    12      0       1900         45          57 3199     3400       1419 US 521                      MAJOR ARTERIAL    623     4    12      4       1900         45          57 3200     3401       664     JOHNSTON RD              MINOR ARTERIAL    250     2    12      4       1900         40          57 3201     3401       1732 JOHNSTON RD                 MAJOR ARTERIAL    1341    3    12      4       1900         40          57 3202     3402       1097 SC 49                       MINOR ARTERIAL    1406    2    12      4       1750         40          68 3203     3402       3072 SC 49                       COLLECTOR         2090    1    12      4       1700         40          68 3204     3403       616     SC 160                   MINOR ARTERIAL    4260    2    12      0       1900         45          54 3205     3404       3403 DAVE GIBSON BLVD            COLLECTOR         608     1    12      4       1750         35          48 3206     3405       750     SR 1132                  COLLECTOR         1881    1    12      0       1700         55          47 3207     3406       3405 PLANT ACCESS RD             COLLECTOR         1145    1    12      4       1575         35          47 3208     3407       1667 COLONY RD                   COLLECTOR         314     1    12      4       1900         40          38 3209     3408       677     SC 274                   COLLECTOR         845     2    12      0       1750         60          47 3210     3409       1978 NC 49                       MAJOR ARTERIAL    559     3    12      4       1750         40          40 Catawba Nuclear Station                                  K133                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3211     3410       582     BEAM RD                  COLLECTOR         446     1    12      4       1900         40          35 3212     3410       954     BEAM RD                  COLLECTOR         1166    1    12      4       1900         40          35 3213     3411        17     I85 ONRAMP FROM NC 273 FREEWAY RAMP      519     1    12      4       1700         45          14 3214     3412       310     NC 273                   MINOR ARTERIAL    476     3    12      4       1750         40          13 3215     3413        16     I85 ONRAMP FROM NC 273 FREEWAY RAMP      500     1    12      4       1700         45          13 3216     3414       452     MCADENVILLE RD           COLLECTOR         2788    1    12      4       1750         40          4 3217     3415       200     ANDREW JACKSON HWY       MINOR ARTERIAL    963     3    12      0       1750         50          12 3218     3415       201     ANDREW JACKSON HWY       MINOR ARTERIAL    3297    2    12      0       1750         50          12 3219     3416       528     US 321                   COLLECTOR         4812    1    12      0       1700         40          45 3220     3417       823     SC 121                   MINOR ARTERIAL    589     2    12      2       1750         40          76 3221     3417       1352 SR 1158                     COLLECTOR         2488    1    12      4       1700         40          78 3222     3417       3200 SC 121                      MINOR ARTERIAL    7439    2    10      0       1900         50          77 3223     3418       1440 I485                       FREEWAY           2444    3    12      2       2250         70          15 3224     3420       1591 SC 324                      COLLECTOR         8036    1    12      2       1700         40          62 3225     3421       3422 STATE HWY 998               COLLECTOR         4716    1    12      4       1700         40          74 3226     3422       797     STATE HWY 163            COLLECTOR         752     1    12      4       1700         40          74 3227     3423       797     SC 72                    COLLECTOR         2261    1    12      0       1700         60          77 3228     3423       3239 SR 244                      COLLECTOR        12082    1    12      4       1700         55          85 3229     3423       3446 SC 72                       COLLECTOR         342     1    12      0       1700         60          77 3230     3424       3535 DUNLAP RODDEY RD            COLLECTOR         1330    1    12      4       1700         40          85 3231     3425       516     STATE HWY 740            COLLECTOR         6243    1    12      4       1700         40          61 3232     3426       3371 OLD PINCKNEY RD             COLLECTOR        10422    1    12      4       1700         40          61 3233     3428       1279 RED RIVER RD                COLLECTOR         4126    1    12      4       1700         40          68 3234     3429       352     N ANDERSON RD            MINOR ARTERIAL    658     2    12      4       1750         40          76 3235     3429       1240 DAVE LYLE BLVD OFFRAMP TO  FREEWAY RAMP      1062    1    12      4       1700         40          76 Catawba Nuclear Station                                  K134                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number ANDERSON RD 3236     3430       1109    CAROWINDS BLVD            MINOR ARTERIAL    1413    2    12      4       1750         45          50 3237     3430       1994    CAROWINDS BLVD            MAJOR ARTERIAL    1166    3    12      4       1750         45          50 3238     3431       3058    REGENT PKWY               COLLECTOR         2880    1    12      4       1700         40          55 3239     3432       3371    STATE ROUTE 35            COLLECTOR         6066    1    12      2       1700         45          71 3240     3433       3546    NEWTOWN RD                COLLECTOR         2999    1    12      4       1750         40          70 3241     3435       3059    HARRISBURGH RD            COLLECTOR         5720    1    12      4       1750         40          56 MOORES CHAPEL RD TRAFFIC 3242     3436       334     CIRCLE                    COLLECTOR          73     1    12      4        900         20          7 I485 ONRAMP FROM MOORES 3243     3437       372     CHAPEL RD                 FREEWAY RAMP      898     1    12      4       1700         45          7 3244     3438       3365    NC 49                     MINOR ARTERIAL    548     2    12      0       1750         40          28 3245     3438       3442    WEST BLVD                 MINOR ARTERIAL    1316    2    12      4       1900         35          28 3246     3439       3438    NC 49                     MINOR ARTERIAL    1781    2    12      0       1900         40          28 3247     3440       3438    WEST BLVD                 MINOR ARTERIAL    369     2    12      4       1900         35          28 3248     3441       3439    W TREMONT AVE             COLLECTOR         352     1    12      4       1900         30          28 3249     3442       422     WEST BLVD                 MINOR ARTERIAL    1620    2    12      4       1900         35          28 3250     3443       3442    MINT ST                   COLLECTOR         260     1    12      4       1900         35          28 3251     3444       1613    HARVEY HARRIS RD          COLLECTOR         4055    1    12      4       1575         35          69 3252     3446       3242    OAKDALE RD                COLLECTOR         1511    1    12      4       1700         40          77 3253     3446       3423    SC 72                     COLLECTOR         342     1    12      0       1700         60          77 3254     3447       1628    SC 274                    MINOR ARTERIAL    3797    2    12      0       1900         60          47 3255     3447       3456    DAIMLER BLVD              MINOR ARTERIAL    1017    2    12      0       1900         45          47 3256     3455       678     SC 49                     COLLECTOR         2210    1    12      4       1700         60          47 3257     3456       3457    DAIMLER BLVD              MINOR ARTERIAL    1868    2    12      0       1900         45          47 Catawba Nuclear Station                                   K135                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3258     3457       3458 DAIMLER BLVD                MINOR ARTERIAL    1913    2    12      0       1900         45          47 3259     3458       3459 DAIMLER BLVD                MINOR ARTERIAL    2114    2    12      0       1900         45          47 3260     3459       3460 DAIMLER BLVD                MINOR ARTERIAL    2051    2    12      0       1900         45          47 3261     3460       3455 DAIMLER BLVD                MINOR ARTERIAL    1563    2    12      0       1900         45          47 3262     3461       236     NC 7                     MINOR ARTERIAL    2152    2    12      4       1900         45          2 3263     3462       3461 MODENA ST                   COLLECTOR         885     1    12      4       1750         40          2 3264     3463       3412 HAWLEY AVE                  COLLECTOR         816     1    12      4       1900         30          13 3265     3464       203     ANDREW JACKSON HWY       MAJOR ARTERIAL    663     3    12      0       1750         50          13 3266     3464       1873 ANDREW JACKSON HWY          MAJOR ARTERIAL    782     3    12      0       1750         50          13 3267     3465       3464 HAWLEY AVE                  COLLECTOR         498     1    12      4       1750         30          13 3268     3466       595     NC 49                    COLLECTOR         1101    2    12      0       1750         40          33 3269     3467       3466 BULCHER CIR                 COLLECTOR         483     1    12      4       1750         30          33 3270     3468       311     CATAWBA ST               COLLECTOR         1241    1    12      0       1750         40          13 3271     3468       318     CATAWBA ST               COLLECTOR         602     1    12      0       1750         40          13 3272     3469       3468 GLENWAY ST                  COLLECTOR         478     1    12      4       1750         30          13 3273     3470       639     BYRUM DR                 COLLECTOR         1506    1    12      4       1900         40          25 3274     3471       631     I485 OFFRAMP TO NC 160 FREEWAY RAMP      337     1    12      4       1900         40          34 3275     3472       631     NC 160                   MINOR ARTERIAL    1171    2    12      4       1900         45          34 3276     3473       3472 DIXIE RIVER ROAD            MINOR ARTERIAL    898     2    12      4       1900         40          34 3277     3475       3478 SC 49                       COLLECTOR         422     1    12      4       1700         40          68 3278     3477       3475 SC 49                       COLLECTOR         398     1    12      4       1700         40          68 3279     3478       3479 SC 49                       COLLECTOR         445     1    12      4       1700         40          68 3280     3479       881     SC 49                    COLLECTOR         1568    1    12      4       1700         40          68 3281     3479       3477 SC 49                       COLLECTOR         395     1    12      4       1700         40          68 3282     3480       3478 SC 49                       COLLECTOR         976     1    12      4       1700         40          65 Catawba Nuclear Station                                  K136                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                                       No. Lane Shoulder    Flow        Flow Stream Stream                                                  Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name          Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3283     3481       3477 SC 49                        COLLECTOR         775     1    12      4       1700         40          68 3284     3482       1371 WHITNER ST                   COLLECTOR         510     1    12      4       1750         40          75 3285     3483       3202 FINLEY RD                    COLLECTOR         312     1    12      4       1750         30          75 3286     3484       1262 ANDERSON RD S                MINOR ARTERIAL    1657    2    12      4       1750         40          76 3287     3487       3428 PARAGON WAY                  COLLECTOR         971     1    12      4       1750         40          68 3288     3488       1114 FORT MILL PKWY               COLLECTOR         993     2    12      4       1750         40          68 3289     3489       1145 SC 648                       MINOR ARTERIAL    1776    1    12      4       1750         40          68 3290     3490       3489 CITI DRIVEWAY                COLLECTOR         382     1    12      4       1350         30          68 3291     3491       976     BOYS TOWN RD              COLLECTOR         1047    1    12      4       1750         30          69 3292     3492       3494 COMMUNITY HOUSE RD           COLLECTOR         246     1    12      4       1350         30          57 3293     3493       991     COMMUNITY HOUSE RD        COLLECTOR         201     1    12      4       1350         30          57 3294     3493       3060 BRYANT FARMS RD              COLLECTOR         1248    1    12      4       1700         40          57 3295     3494       3493 COMMUNITY HOUSE RD           COLLECTOR         235     1    12      4       1350         30          57 3296     3494       3506 N COMMUNITY HOUSE RD         COLLECTOR         574     1    12      4       1700         40          57 3297     3495       541     I485 ONRAMP FROM US 521 FREEWAY RAMP      1321    1    12      4       1700         40          57 3298     3495       3496 I485 ONRAMP FROM US 521    FREEWAY RAMP      2129    2    12      4       1900         40          57 3299     3496       539     I485 ONRAMP FROM US 521 FREEWAY RAMP      649     2    12      4       1900         40          57 3300     3497       1737 N COMMUNITY HOUSE RD         COLLECTOR         419     1    12      4       1900         40          57 3301     3498       1731 N POLK ST                    MINOR ARTERIAL    1081    2    12      4       1900         45          51 3302     3499       3498 COMMERCE DR                  COLLECTOR         574     1    12      4       1900         30          51 3303     3500       943     W TYVOLA RD               MINOR ARTERIAL    2282    2    12      4       1900         40          26 3304     3501       3500 CITY PARK DR                 COLLECTOR         1469    1    12      4       1900         30          26 3305     3502       872     HUBERT GRAHAM WAY         COLLECTOR         953     1    12      4       1750         40          48 3306     3503       1632 SHORELINE PKWY               COLLECTOR         997     1    12      4       1750         40          48 3307     3504       3505 W BASKINS                    COLLECTOR         865     1    12      4       1750         30          76 Catawba Nuclear Station                                   K137                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                      Rev. 0

Saturation     Free Up      Down                                                      No. Lane Shoulder    Flow        Flow Stream Stream                                                 Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name         Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3308     3505       3118 ANDERSON RD S               MINOR ARTERIAL    1142    2    12      4       1750         40          76 3309     3506       3494 N COMMUNITY HOUSE RD        COLLECTOR         574     1    12      4       1700         40          57 3310     3506       3507 N COMMUNITY HOUSE RD        COLLECTOR         268     1    12      4       1350         30          57 3311     3507       3508 N COMMUNITY HOUSE RD        COLLECTOR         311     1    12      4       1350         30          57 3312     3508       980     N COMMUNITY HOUSE RD     COLLECTOR         894     1    12      4       1900         40          57 3313     3508       3509 N COMMUNITY HOUSE RD        COLLECTOR         240     1    12      4       1350         30          57 3314     3509       3506 N COMMUNITY HOUSE RD        COLLECTOR         307     1    12      4       1350         30          57 3315     3510       3518 NC 16                       COLLECTOR         1152    1    12      4       1900         40          59 3316     3511       3510 NC 16                       MAJOR ARTERIAL    1756    3    12      4       1900         40          59 3317     3511       3512 NC 16                       MINOR ARTERIAL    773     2    12      4       1900         40          59 3318     3512       3511 NC 16                       MAJOR ARTERIAL    773     3    12      4       1900         40          59 3319     3512       3513 NC 16                       MINOR ARTERIAL    3865    2    12      4       1900         40          59 3320     3513       3514 NC 16                       MINOR ARTERIAL    2801    2    12      4       1900         40          59 3321     3514       3515 NC 16                       MINOR ARTERIAL    3353    3    12      4       1750         40          70 3322     3515       3516 NC 16                       MINOR ARTERIAL    3964    2    12      4       1750         40          70 3323     3515       3523 HWY 84                      COLLECTOR         885     1    12      4       1900         40          70 3324     3516       3517 NC 16                       MINOR ARTERIAL    694     2    12      4       1900         40          70 3325     3517       3550 NC 16                       COLLECTOR         7844    1    12      4       1750         40          70 3326     3518       548     I485 ONRAMP FROM NC 16 FREEWAY RAMP      1176    1    12      4       1900         40          59 3327     3519       3511 ARDREY KELL RD              COLLECTOR         1232    1    12      0       1900         40          59 3328     3520       3512 PROVIDENCE COUNTRY CLUB DR. COLLECTOR         518     1    12      4       1900         30          59 3329     3521       3513 BELICOURT DR                COLLECTOR         511     1    12      4       1900         30          59 3330     3522       3514 HEMLEY RD                   COLLECTOR         752     1    12      4       1900         40          70 3331     3523       3515 HWY 84                      COLLECTOR         885     1    12      4       1750         40          70 3332     3523       3552 HWY 84                      COLLECTOR         707     1    12      4       1000         40          70 Catawba Nuclear Station                                  K138                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                     Rev. 0

Saturation     Free Up      Down                                              No. Lane Shoulder    Flow        Flow Stream Stream                                         Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node          Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3333     3524       3516 REA RD               COLLECTOR        1129    1    12      4       1750         50          70 3334     3525       3510 GOLF LINKS DR        COLLECTOR        544     1    12      4       1900         30          59 3335     3526       3527 REA RD               MINOR ARTERIAL   1971    2    12      4       1900         50          70 3336     3527       3528 REA RD               MINOR ARTERIAL   2303    2    12      4       1900         50          70 3337     3528       3524 REA RD               MINOR ARTERIAL   1921    2    12      4       1900         50          70 3338     3529       3530 ARDREY KELL RD       COLLECTOR        3657    1    12      0       1700         40          58 3339     3530       3531 ARDREY KELL RD       COLLECTOR        2036    1    12      0       1700         40          58 3340     3531       3532 ARDREY KELL RD       COLLECTOR        2202    1    12      0       1700         40          59 3341     3532       3519 ARDREY KELL RD       COLLECTOR        1685    1    12      0       1700         40          59 3342     3533       3534 HICKORY GROVE RD     COLLECTOR        3420    1    12      4       1575         35          60 3343     3533       3553 SC 49                COLLECTOR        7904    1    12      4       1575         35          71 3344     3534       3533 HICKORY GROVE RD     COLLECTOR        3420    1    12      4       1575         35          60 3345     3534       3629 HICKORY GROVE RD     COLLECTOR        4534    1    12      4       1575         35          60 3346     3535       3536 DUNLAP RODDEY RD     COLLECTOR        3278    1    12      4       1700         40          85 3347     3536       3645 DUNLAP RODDEY RD     COLLECTOR        713     1    12      4       1700         40          85 3348     3541       3542 MT HOLLY RD          COLLECTOR        3579    1    10      0       1700         50          85 3349     3542       3543 MT HOLLY RD          COLLECTOR        6504    1    10      0       1750         50          85 3350     3543       3544 MT HOLLY RD          COLLECTOR        1516    1    12      4       1700         40          85 3351     3544       3545 MT HOLLY RD          COLLECTOR        846     1    12      4       1700         40          85 3352     3545       3566 MT HOLLY RD          COLLECTOR        2246    1    12      4       1700         40          85 3353     3546       3547 NEWTOWN RD           COLLECTOR        1667    1    12      4       1700         40          70 3354     3547       3548 NEWTOWN RD           COLLECTOR        3946    1    12      4       1700         40          70 3355     3548       3550 NEWTOWN RD           COLLECTOR        2342    1    12      4       1750         40          70 3356     3550       3549 NC 16                COLLECTOR        1110    1    12      4       1700         40          70 3357     3551       3546 CRANE RD             COLLECTOR        563     1    12      4       1900         40          70 Catawba Nuclear Station                          K139                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3358     3554       805     SC 5                COLLECTOR         509     1    12      0       1750         45          61 3359     3554       3555 SC 161                 COLLECTOR         828     1    12      4       1350         30          61 3360     3555       3556 SC 5                   MINOR ARTERIAL    1697    2    12      0       1900         55          61 3361     3556       3329 SC 5                   MINOR ARTERIAL    5936    2    12      0       1900         55          61 3362     3557       3558 CALIFORNIA ST          COLLECTOR         1509    1    12      4       1350         30          61 3363     3558       513     US 321              COLLECTOR         2051    1    12      4       1750         40          61 3364     3558       514     US 321              COLLECTOR         2320    1    12      0       1750         40          61 3365     3559       3560 LANCASTER HWY          MINOR ARTERIAL    2944    2    12      4       1750         55          90 3366     3559       3602 LANCASTER HWY          MINOR ARTERIAL    6142    2    12      4       1750         55          90 3367     3560       3559 LANCASTER HWY          MINOR ARTERIAL    2944    2    12      4       1750         50          90 3368     3560       3563 LANCASTER HWY          MINOR ARTERIAL    7508    2    12      4       1750         55          90 3369     3560       3567 I77 ON RAMP           FREEWAY RAMP      2244    1    12      4       1700         45          90 3370     3562       184     I77                FREEWAY          16505    2    12     10       2250         75          85 3371     3562       3567 I77                   FREEWAY          17551    2    12     10       2250         75          90 3372     3563       3560 LANCASTER HWY          MINOR ARTERIAL    7508    2    12      4       1750         55          90 3373     3563       3638 LANCASTER HWY          MINOR ARTERIAL    2731    2    12      4       1350         55          89 3374     3564       3559 MT HOLLY RD            COLLECTOR         9627    1    12      4       1750         40          90 3375     3565       3564 MT HOLLY RD            COLLECTOR         5634    1    12      4       1700         40          90 3376     3566       3565 MT HOLLY RD            COLLECTOR         7357    1    12      4       1700         40          90 3377     3567       3562 I77                   FREEWAY          17551    2    12     10       2250         75          90 3378     3567       3568 I77                   FREEWAY           3325    2    12     10       2250         75          90 3379     3568       3567 I77                   FREEWAY           3322    2    12     10       2250         75          90 3380     3570       3630 US 21                  COLLECTOR         5619    1    12      4       1700         55          91 3381     3572       3593 US 21                  COLLECTOR         1581    1    12      4       1700         55          91 3382     3573       3574 US 21                  MINOR ARTERIAL    9117    2    12      0       1900         55          86 Catawba Nuclear Station                             K140                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Saturation     Free Up      Down                                              No. Lane Shoulder    Flow        Flow Stream Stream                                         Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node          Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3383     3574       3575 US 21                COLLECTOR        8344    1    12      0       1700         55          86 3384     3575       3587 US 21                COLLECTOR        2247    1    12      0       1700         55          91 3385     3576       3577 COLLINS RD           UNDEFINED        2873    1    10      0       1700         50          85 3386     3577       3578 COLLINS RD           COLLECTOR        5884    1    10      0       1700         50          86 3387     3578       3579 COLLINS RD           COLLECTOR        2818    1    10      0       1700         50          86 3388     3579       3580 COLLINS RD           COLLECTOR        3636    1    10      0       1700         50          86 3389     3580       3582 HARMONG CHURCH RD    COLLECTOR        2409    1    10      0       1700         50          91 3390     3582       3588 HARMONG CHURCH RD    COLLECTOR        1980    1    10      0       1700         50          91 3391     3587       3572 US 21                COLLECTOR        5951    1    12      4       1700         55          91 3392     3588       3589 HARMONG CHURCH RD    COLLECTOR        3918    1    10      0       1750         50          91 3393     3589       3590 HARMONG CHURCH RD    COLLECTOR        3689    1    10      0       1700         50          91 3394     3590       3591 HARMONG CHURCH RD    COLLECTOR        4073    1    10      0       1750         50          91 3395     3591       3599 WYLIES MILL RD       COLLECTOR        652     1    10      0       1700         50          91 3396     3591       3600 WYLIES MILL RD       COLLECTOR        3841    1    10      0       1700         50          90 3397     3593       3594 US 21                COLLECTOR        901     1    12      4       1750         55          91 3398     3594       3570 US 21                COLLECTOR        1567    1    12      4       1700         55          91 3399     3596       3594 WYLIES MILL RD       COLLECTOR        3824    1    10      0       1750         50          91 3400     3597       3596 WYLIES MILL RD       COLLECTOR        4573    1    10      0       1700         50          91 3401     3598       3597 WYLIES MILL RD       COLLECTOR        4085    1    10      0       1700         50          91 3402     3599       3598 WYLIES MILL RD       COLLECTOR        2574    1    10      0       1700         50          91 3403     3600       3604 WYLIES MILL RD       COLLECTOR        6714    1    10      0       1700         50          90 3404     3602       3559 LANCASTER HWY        MINOR ARTERIAL   6142    2    12      4       1750         50          90 3405     3602       3603 LANCASTER HWY        MINOR ARTERIAL   1354    2    12      4       1900         55          90 3406     3604       3602 WYLIES MILL RD       COLLECTOR        9035    1    10      0       1750         50          90 3407     3605       3625 US 321               COLLECTOR        2039    1    12      0       1350         50          82 Catawba Nuclear Station                          K141                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                             Rev. 0

Saturation     Free Up      Down                                                No. Lane Shoulder    Flow        Flow Stream Stream                                           Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name    Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3408     3606       3605 US 321                 COLLECTOR        8104    1    12      0       1700         50          82 3409     3607       3608 US 321                 COLLECTOR        3612    1    12      0       1700         50          82 3410     3608       3606 US 321                 COLLECTOR        7877    1    12      0       1700         50          82 3411     3611       3612 DARBY RD               COLLECTOR        4677    1    12      0       1700         40          83 3412     3612       3613 DARBY RD               COLLECTOR        8299    1    12      0       1700         40          83 3413     3613       3614 DARBY RD               COLLECTOR        7365    1    12      0       1700         40          83 3414     3614       3623 AARON BURR ROAD        COLLECTOR        7330    1    12      0       1700         40          88 3415     3615       3619 SC 72                  COLLECTOR       12442    1    12      0       1700         40          84 3416     3616       899     SC 322              COLLECTOR        8539    1    12      0       1700         60          73 3417     3617       3618 SC 72                  COLLECTOR        1144    1    12      0       1350         40          88 3418     3619       3617 SC 72                  COLLECTOR        2100    1    12      0       1700         40          88 3419     3623       3631 YORK ST                COLLECTOR        2530    1    12      0       1350         50          88 3420     3627       3626 SR 322                 COLLECTOR        4893    1    12      0       1350         50          82 3421     3628       3627 SR 322                 COLLECTOR        3886    1    12      0       1700         50          82 3422     3632       897     GORDON RD           COLLECTOR        5630    1    12      0       1700         40          73 3423     3632       3633 TRAFFIC CIRCLE         COLLECTOR        116     1    12      0       1125         25          73 3424     3633       3319 SC 324                 COLLECTOR        6208    1    10      0       1700         60          73 3425     3633       3634 TRAFFIC CIRCLE         COLLECTOR        124     1    12      0       1125         25          73 3426     3634       3635 TRAFFIC CIRCLE         COLLECTOR        127     1    12      0       1125         25          73 3427     3635       1601 TRAFFIC CIRCLE         COLLECTOR        108     1    12      0       1125         25          73 3428     3635       1602 SC 324                 COLLECTOR       11856    1    12      2       1700         50          73 3429     3636       1391 LINCOLN RD             COLLECTOR        4685    1    12      4       1750         40          61 3430     3637       691     SC 49               COLLECTOR        1957    1    12      0       1750         45          61 3431     3639       3563 GASTON FARM RD         COLLECTOR        3119    1    12      4       1750         40          89 3432     3640       3639 GASTON FARM RD         COLLECTOR        4196    1    12      4       1700         40          90 Catawba Nuclear Station                            K142                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number 3433     3641       3640 FISHING CREEK CHURCH RD COLLECTOR         4770    1    12      4       1700         40          90 3434     3642       3641 FISHING CREEK CHURCH RD COLLECTOR         2710    1    12      4       1700         40          90 3435     3643       3642 FISHING CREEK CHURCH RD COLLECTOR         3021    1    12      4       1700         40          90 3436     3644       3643 HUMPBACK BRIDGE ROAD    COLLECTOR         4135    1    12      4       1700         40          84 3437     3645       3644 HUMPBACK BRIDGE ROAD    COLLECTOR         5229    1    12      4       1700         40          85 3438     8003        3      I85                 FREEWAY           2333    3    12     12       2250         70          1 3439     8130       130     I77                 FREEWAY           663     4    12     10       2250         70          18 3440     8185       3568 I77                    FREEWAY           4150    2    12     10       2250         75          90 3441     8371       371     I485                FREEWAY           1640    3    12     12       2250         70          7 3442     8549       549     I485                FREEWAY           3256    2    12     12       2250         70          59 3443     8888       1888 I85                    FREEWAY           777     5    12     12       2250         70          17 (exit link)   1819       8068    STAGECOACH RD        COLLECTOR         478     1    12      4       1700         40          8 (exit link)   3138       8545    FREEDOM MILL RD      COLLECTOR         875     1    12      4       1700         40          8 (exit link)   3229       8229    LEWIS RD             COLLECTOR         1930    1    12      0       1700         40          8 (exit link)   1775       8775    US 521               MINOR ARTERIAL    239     2    12      4       1750         40          28 (exit link)   1784       8748    PARK RD              MINOR ARTERIAL    306     2    12      0       1900         40          28 (exit link)   3365       8365    NC 49                MINOR ARTERIAL    498     2    12      0       1750         40          28 (exit link)   3124       8804    SC 161               COLLECTOR         2008    1    10      0       1700         45          29 (exit link)    730       8730    SC 55                COLLECTOR         2142    1    12      0        900         45          44 Catawba Nuclear Station                              K143                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number (exit link)    808       8808    SC 5                 COLLECTOR         2315    2    12      0       1900         45          44 (exit link)   3629       8055    HICKORY GROVE RD     COLLECTOR         797     1    12      4       1575         35          60 (exit link)   3445       8445    SHELLY MULLIS RD     COLLECTOR         1128    1    12      4       1700         40          70 (exit link)   3549       8526    NC 16                COLLECTOR         1139    1    12      4       1700         40          70 (exit link)   3552       8056    HWY 84               COLLECTOR         773     1    12      4       1000         40          70 (exit link)   3553       8703    SC 49                COLLECTOR         2709    1    12      4       1575         35          71 (exit link)    647       8647    US 521               MINOR ARTERIAL    1241    2    12      0       1900         55          80 (exit link)   3625       8527    US 321               COLLECTOR         2207    1    12      0       1350         50          82 (exit link)   3618       8799    SC 72                COLLECTOR         2445    1    12      0       1350         40          88 (exit link)   3631       8061    YORK ST              COLLECTOR         2616    1    12      0       1350         50          88 (exit link)   3638       8058    LANCASTER HWY        MINOR ARTERIAL    1503    2    12      4       1350         55          89 (exit link)   3603       8060    LANCASTER HWY        MINOR ARTERIAL    538     2    12      4       1900         55          90 (exit link)   3568       8185    I77                 FREEWAY           4147    2    12     10       2250         75          90 (exit link)   3630       8405    US 21                COLLECTOR         1258    1    12      4       1700         55          91 Catawba Nuclear Station                              K144                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                  No. Lane Shoulder    Flow        Flow Stream Stream                                             Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node             Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number (exit link)     3        8003    I85                 FREEWAY           2334    3    12     12       2250         70          1 (exit link)    782       8782    US 321               MAJOR ARTERIAL    291     3    10      4       1900         45          1 (exit link)   1498       8498    ANDREW JACKSON HWY   MINOR ARTERIAL    402     2    12      0       1900         40          1 (exit link)    755       8755    NC 279               MINOR ARTERIAL    440     2    12      0       1750         50          2 (exit link)   1457       8457    N MAIN ST            COLLECTOR         411     1    12      0       1700         40          4 (exit link)   1482       8482    SPENCER MOUNTAIN RD  COLLECTOR         251     1    12      4       1700         40          3 (exit link)   1820       8306    NC 273               COLLECTOR         481     1    12      4       1700         45          6 (exit link)   1447       8447    HICKORY GROVE RD     COLLECTOR         2884    1    12      4       1700         40          5 (exit link)    371       8371    I485                FREEWAY           1640    3    12     12       2250         70          7 (exit link)    350       8350    LITTLE ROCK RD       COLLECTOR         425     1    12      4       1700         40          16 (exit link)    130       8130    I77                 FREEWAY           663     3    12     10       2250         70          18 (exit link)    225       8225    I277                FREEWAY           787     3    12      8       2250         60          18 (exit link)   1888       8888    I85                 FREEWAY           777     4    12     12       2250         70          17 (exit link)   3626       8123    SR 322               COLLECTOR         5060    1    12      0       1350         50          81 Catawba Nuclear Station                              K145                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                 Rev. 0

Saturation     Free Up      Down                                                 No. Lane Shoulder    Flow        Flow Stream Stream                                            Length   of  Width Width      Rate       Speed        Grid Link #   Node      Node            Roadway Name     Roadway Type  (ft.) Lanes (ft.)  (ft.)   (pcphpl)     (mph)      Number (exit link)   3346       8676    SC 5                COLLECTOR         2556    1    12      0       1700         55          87 (exit link)    868       8868    NC 51               COLLECTOR         628     2    12      0       1900         50          53 (exit link)    549       8549    I485               FREEWAY           3254    2    12     12       2250         70          59 (exit link)   1167       8167    MCKEE RD            COLLECTOR         771     1    12      4       1700         40          59 (exit link)   1668       8891    FAIRVIEW RD         MINOR ARTERIAL    526     2    12      0       1750         40          38 (exit link)   1669       8669    SHARON RD           MINOR ARTERIAL    879     2    12      4       1900         40          38 (exit link)   1700       8700    SHARON LN           MINOR ARTERIAL    924     2    12      4       1900         40          38 Catawba Nuclear Station                             K146                                 KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Table K2. Nodes in the LinkNode Analysis Network which are Controlled X Coordinate     Y Coordinate       Control        Grid Map Node (ft)            (ft)            Type          Number 191          1347571          557528         Actuated             1 192          1349747          557534         Actuated             2 193          1357434          557300         Actuated             2 195          1363086          556807         Actuated             3 196          1368219          555471         Actuated             3 197          1371321          554952         Actuated             3 198          1374264          554530         Actuated            12 200          1379176          552825         Actuated            12 201          1383183          551423         Actuated            12 202          1390214          553172         Actuated            13 203          1394420          552741         Actuated            13 204          1398712          550821         Actuated            14 206          1403585          548794         Actuated            14 207          1407706          548801         Actuated            15 208          1411153          548140         Actuated            15 209          1412491          547893         Actuated            15 212          1420330          546137       TCP  Actuated        16 213          1425227          545133         Actuated            16 214          1427346          544055            Stop             16 216          1433174          542042         Actuated            17 217          1433700          542024            Stop             17 218          1435357          541903         Actuated            17 219          1437612          541813         Actuated            17 220          1439130          541664         Actuated            17 228          1347108          565882         Actuated             1 229          1347079          565012         Actuated             1 230          1347039          559456         Actuated             1 232          1347614          558700         Actuated             1 233          1347536          556417         Actuated             1 234          1349967          558718         Actuated             2 238          1358632          563800         Actuated             2 239          1365409          563162         Actuated             3 243          1371493          555934         Actuated             3 244          1371756          556761         Actuated             3 252          1369292          551993            Stop             11 256          1358469          559943         Actuated             2 257          1358410          559500         Actuated             2 258          1358130          555777         Actuated             2 260          1373288          554656         Actuated            12 261          1373940          554121         Actuated            12 265          1373508          549957         Actuated            12 266          1372990          547875         Actuated            12 Catawba Nuclear Station                              K147                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                               Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 282       1362581      544450       Actuated        11 287       1363114      558419       Actuated         3 288       1363124      557956       Actuated         3 291       1376217      557557       Actuated         4 292       1376987      557275       Actuated         4 300       1390056      554447       Actuated        13 302       1389698      555555       Actuated         5 303       1390268      557210       Actuated         5 305       1395365      561535       Actuated         6 309       1394937      554960       Actuated         5 310       1394927      554330       Actuated        13 311       1393440      549800       Actuated        13 312       1390743      546680       Actuated        13 314       1391401      542840       Actuated        13 317       1390377      548152       Actuated        13 318       1391596      549914       Actuated        13 319       1390238      552598       Actuated        13 322       1389101      547747       Actuated        13 331       1410253      558662          Stop          7 333       1412705      560392          Yield         7 338       1408468      439291       Actuated        79 339       1404743      451182       Actuated        67 340       1392883      441351       Actuated        75 341       1410077      438974       Actuated        79 342       1409436      439000       Actuated        79 345       1420617      547009       Actuated        16 347       1421073      548431       Actuated        16 352       1401499      438470       Actuated        76 363       1434807      549634       Actuated        17 365       1434018      549183       Actuated        17 367       1433563      547068       Actuated        17 383       1426758      547070     TCP  Actuated    16 384       1426330      546004          Stop         16 385       1425211      543997       Actuated        16 386       1425644      538988       Actuated        26 387       1425866      535522       Actuated        26 391       1430992      528606       Actuated        27 393       1435447      526065       Actuated        36 395       1436166      525811          Yield        36 396       1436702      525616          Yield        36 397       1439479      524466       Actuated        36 401       1435513      542604       Actuated        17 412       1421771      532280       Actuated        26 Catawba Nuclear Station                       K148                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 415       1430029      536899       Actuated        26 416       1431486      537240          Stop         27 417       1434567      537660       Actuated        27 418       1437434      539009       Actuated        27 421       1440588      539445       Actuated        27 428       1437314      532411       Actuated        27 429       1437813      532212       Actuated        27 430       1439199      531504       Actuated        27 431       1438841      538230       Actuated        27 434       1441573      535061       Actuated        27 437       1442573      543517       Actuated        18 452       1373336      559061       Actuated         4 453       1396844      548388       Actuated        14 461       1418378      546316       Actuated        15 472       1380231      555585       Actuated         4 489       1334163      502827       Actuated        30 490       1337544      510252          Stop         31 492       1340525      518285       Actuated        31 494       1343917      524007          Stop         31 499       1339747      535724       Actuated        19 500       1340968      537613       Actuated        19 501       1342763      539939       Actuated        19 503       1342831      543183       Actuated         9 504       1344822      547236       Actuated         9 505       1344746      549024       Actuated         9 506       1344867      550460       Actuated         9 507       1345995      552699       Actuated         9 508       1346624      554439       Actuated         9 509       1324517      476692          Yield        45 511       1326373      468818       Actuated        61 513       1325840      461817       Actuated        61 514       1325323      457519       Actuated        61 515       1327106      456039          Stop         61 516       1328809      450060          Stop         61 517       1328916      445712          Stop         61 523       1337636      430106          Stop         73 526       1332173      414897     TCP  Actuated    82 529       1332032      486749          Stop         45 531       1333886      492696          Stop         45 572       1392770      495647       Actuated        48 574       1400233      495438       Actuated        48 575       1405200      498262       Actuated        48 576       1414612      503380       Actuated        39 Catawba Nuclear Station                       K149                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 577       1419430      507819       Actuated        40 578       1422102      511697       Actuated        40 580       1422853      512372       Actuated        40 581       1424237      514074       Actuated        35 582       1425964      518515       Actuated        35 583       1427434      519692       Actuated        35 584       1430861      522142       Actuated        36 585       1434923      525380       Actuated        36 586       1435652      526288          Yield        36 588       1436435      527364       Actuated        27 594       1440509      530865       Actuated        27 595       1388199      501525       Actuated        33 597       1385121      503420          Stop         33 598       1382662      503197       Actuated        32 599       1377024      504664       Actuated        32 601       1407746      499819       Actuated        39 602       1414075      467855       Actuated        68 604       1416615      465003          Stop         68 605       1417459      463294       Actuated        68 607       1425782      463697     TCP  Actuated    68 608       1429511      462548     TCP  Actuated    68 609       1432895      462590     TCP  Actuated    69 610       1434960      462261       Actuated        69 612       1444275      460777       Actuated        69 613       1404061      483243       Actuated        48 614       1404099      478618       Actuated        48 615       1404743      477665       Actuated        48 617       1410435      472778       Actuated        54 618       1411467      471171       Actuated        68 619       1411847      470666       Actuated        68 620       1404410      485299          Stop         48 622       1403950      492431       Actuated        48 624       1405126      497073       Actuated        48 626       1405857      503196     TCP  Actuated    33 627       1407796      506693     TCP  Actuated    39 628       1408698      510486       Actuated        39 629       1411157      516881       Actuated        34 630       1411006      518848       Actuated        34 631       1412253      521049     TCP  Actuated    34 634       1414058      523288       Actuated        34 639       1415101      529936     TCP  Actuated    25 640       1444609      458322       Actuated        69 643       1444727      447766       Actuated        69 Catawba Nuclear Station                       K150                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 645       1444892      443977       Actuated        69 646       1445562      443117       Actuated        80 653       1454590      458214          Stop         70 657       1445704      471111       Actuated        69 658       1446492      468098       Actuated        69 659       1447023      472704          Stop         57 660       1447268      475388       Actuated        57 661       1446308      479986       Actuated        57 662       1447448      483133       Actuated        57 664       1447986      484256       Actuated        57 666       1407257      428801       Actuated        79 667       1409043      428710          Yield        79 674       1420370      413415          Yield        86 675       1420360      414203          Stop         86 676       1427538      411015          Stop         86 677       1372365      494007     TCP  Actuated    47 680       1358698      478481     TCP  Actuated    46 683       1355064      473446          Stop         46 684       1353365      472872          Stop         46 686       1346300      472397          Stop         46 691       1336281      466506       Actuated        61 694       1329600      462168       Actuated        61 695       1328504      460393       Pretimed        61 702       1304020      449602          Stop         60 703       1299463      445688          Stop         60 TCP 705       1368806      489265      Uncontrolled     47 712       1372418      494892     TCP  Actuated    47 714       1356658      494524       Actuated        46 715       1351420      495863          Stop         46 716       1345122      498564     TCP  Actuated    46 717       1338649      501268       Actuated        31 718       1336303      502124       Actuated        30 720       1333031      503827          Stop         30 723       1326845      511404          Stop         30 724       1326422      511360          Stop         30 729       1310162      505662     TCP  Actuated    29 731       1373779      483973       Actuated        47 734       1378145      509259       Actuated        32 739       1368038      525855          Stop         32 741       1360799      528552       Actuated        21 743       1355761      534364       Actuated        20 744       1353150      538833       Actuated        20 Catawba Nuclear Station                       K151                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 745       1352673      540514       Actuated        20 746       1352065      546736       Actuated        10 748       1350261      553739       Actuated        10 749       1350236      554303       Actuated        10 750       1377358      481005          Stop         47 TCP 751       1370450      476172      Uncontrolled     47 753       1370680      464644       Actuated        63 754       1370824      458112       Actuated        63 757       1387649      519834          Stop         33 761       1380613      535891          Stop         22 762       1380296      536684       Actuated        22 763       1378165      538937       Actuated        22 764       1377205      542017       Actuated        12 765       1372441      542768       Actuated        12 767       1365883      549829     TCP  Actuated    11 768       1362415      550121       Actuated        11 769       1359878      552764       Actuated        10 770       1358873      554192       Actuated        10 772       1377747      453467       Actuated        63 773       1383654      452794       Actuated        66 774       1393036      452382       Actuated        66 775       1399638      452403       Actuated        67 776       1405741      451991       Actuated        67 777       1404276      452460       Actuated        67 778       1405056      452402          Stop         67 779       1375994      453870       Actuated        63 780       1395850      462267       Actuated        65 783       1446835      522760       Actuated        37 786       1395981      526360          Stop         33 792       1366735      550510          Stop         11 793       1392994      433113       Actuated        75 794       1390665      424231       Actuated        77 797       1383277      416067          Stop         74 802       1318479      491580          Stop         45 803       1315232      497731          Stop         45 804       1310029      508205          Stop         29 805       1322240      466549       Actuated        61 810       1382707      439748       Actuated        74 811       1379812      441279       Actuated        74 812       1375138      443953       Actuated        63 815       1355357      450304          Stop         62 819       1340789      457197       Actuated        62 Catawba Nuclear Station                       K152                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 822       1387731      438101       Actuated        75 823       1398945      430038       Actuated        76 824       1405207      429545       Actuated        76 825       1401603      431255          Yield        76 826       1403455      430547          Stop         76 827       1366209      460126       Actuated        63 830       1333138      457838       Actuated        61 831       1440902      478529       Actuated        56 832       1442830      474893       Actuated        57 833       1437526      487093       Actuated        51 834       1435556      491241       Actuated        51 835       1450753      479932       Actuated        57 836       1457692      480987       Actuated        58 837       1456947      482810       Actuated        58 838       1456470      483616       Actuated        58 839       1421480      490988       Actuated        50 841       1431706      493590       Actuated        51 842       1438715      492074       Actuated        51 844       1439835      492732       Actuated        51 845       1437285      496517       Actuated        51 847       1437558      497715       Actuated        51 848       1436869      501401       Actuated        41 849       1437388      503787       Actuated        41 850       1438278      505769       Actuated        41 851       1439031      510354       Actuated        41 852       1439373      520285       Actuated        36 853       1420040      481124       Actuated        55 854       1409847      483654       Actuated        54 855       1412518      483123       Actuated        54 856       1414400      482940       Actuated        54 857       1414976      482897       Actuated        54 858       1416111      482770       Actuated        54 860       1429564      510734       Actuated        40 861       1429907      510482       Actuated        40 862       1440428      492738       Actuated        51 863       1445745      492007       Actuated        52 864       1448073      492036       Actuated        52 865       1452288      490287       Actuated        52 866       1454670      490577       Actuated        53 867       1458020      491719       Actuated        53 869       1435627      519574          Yield        36 871       1433568      519922       Actuated        36 872       1401093      481777     TCP  Actuated    48 Catawba Nuclear Station                       K153                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 875       1388810      554448       Actuated        13 877       1372788      558627       Actuated         4 878       1397162      409320       Actuated        85 879       1397751      408549       Actuated        85 883       1409986      457747       Actuated        68 886       1418224      516923       Actuated        34 887       1417648      516690       Actuated        34 889       1454492      501959       Actuated        43 890       1459096      508156       Actuated        43 891       1461384      513987       Actuated        38 892       1447466      515709       Actuated        37 893       1452702      513956       Actuated        37 895       1376155      436695          Stop         74 896       1360599      427352       Actuated        74 897       1349588      427046          Stop         73 900       1383217      436616       Actuated        74 911       1356409      542702       Actuated        10 916       1423310      503034       Actuated        40 918       1427166      500956       Actuated        40 921       1424363      502458       Actuated        40 934       1432934      509060       Actuated        41 936       1434402      509644       Actuated        41 937       1433757      511343       Actuated        41 938       1433601      512577       Actuated        41 939       1433224      513958       Actuated        36 940       1432995      514433       Actuated        36 941       1432961      516824       Actuated        36 943       1425987      528365       Actuated        26 944       1426528      530629       Actuated        26 945       1427729      532403       Actuated        26 948       1404977      515530          Stop         33 951       1425979      529551       Actuated        26 952       1423595      529627       Actuated        26 954       1425854      520116       Actuated        35 965       1412302      534705          Stop         25 966       1412006      540512          Stop         25 976       1447619      468320     TCP  Actuated    69 979       1449722      469630       Actuated        69 980       1452270      473812     TCP  Actuated    57 983       1448298      480236       Actuated        57 985       1446492      479077       Actuated        57 986       1447298      480110          Stop         57 991       1452171      475881          Yield        57 Catawba Nuclear Station                       K154                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 993       1456528      480673       Actuated        58 996       1457727      479680       Actuated        58 997       1458838      476776       Actuated        58 1000       1456508      488297       Actuated        53 1003       1443824      495211       Actuated        52 1005       1446472      489547       Actuated        52 1006       1444300      499392       Actuated        42 1007       1444676      501142       Actuated        42 1008       1445158      503119       Actuated        42 1009       1445537      504737       Actuated        42 1010       1447040      512967       Actuated        42 1018       1440919      503316       Actuated        41 1020       1452485      503669       Actuated        42 1021       1450227      508514       Actuated        42 1027       1434141      507278       Actuated        41 1030       1435202      519649       Actuated        36 1043       1358176      503049          Stop         31 1045       1365416      505396       Actuated        32 1046       1372177      506001     TCP  Actuated    32 1055       1352008      541339          Stop         10 1057       1345702      546730       Actuated         9 1059       1357642      548907       Actuated        10 1061       1362574      546820       Actuated        11 1063       1349151      526795          Stop         31 1066       1338767      543668          Stop          9 1068       1336888      547955       Actuated         8 1070       1367626      548177     TCP  Actuated    11 1071       1365250      546561       Actuated        11 1074       1378340      551920       Actuated        12 1077       1362671      554200       Actuated        11 1078       1355389      541191       Actuated        10 1080       1362893      539692          Yield        21 1081       1363012      539779          Yield        21 1084       1369068      536394       Actuated        21 1097       1409002      470000       Actuated        68 1101       1422008      481053       Actuated        55 1105       1417225      497132       Actuated        49 1109       1418272      496540       Actuated        49 1110       1414848      492260       Actuated        49 1114       1410581      458057     TCP  Actuated    68 1115       1424791      468024     TCP  Actuated    68 1116       1419061      461044       Actuated        68 1117       1420677      463264       Actuated        68 Catawba Nuclear Station                       K155                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate  Control Grid Map Node (ft)         (ft)       Type   Number 1118       1421293      463243     Actuated    68 1120       1423417      478201     Actuated    55 1125       1420767      485613     Actuated    50 1129       1421427      490417     Actuated    50 1132       1421194      488588     Actuated    50 1134       1421056      487867     Actuated    50 1137       1418227      463671     Actuated    68 1140       1417114      464130     Actuated    68 1144       1412376      463633     Actuated    68 1145       1412818      469397     Actuated    68 1150       1437443      491387     Actuated    51 1153       1455005      470960     Actuated    70 1154       1458229      472146     Actuated    58 1155       1459662      472146     Actuated    58 1160       1470466      481875     Actuated    59 1161       1462003      482421     Actuated    58 1163       1466487      483146     Actuated    59 1164       1469153      483060     Actuated    59 1165       1470334      483204     Actuated    59 1166       1459242      481517       Stop      58 1173       1382000      465180     Actuated    63 1174       1394753      463887     Actuated    64 1178       1400384      447582     Actuated    67 1179       1401792      444816     Actuated    67 1180       1400977      441185     Actuated    76 1181       1403064      449795     Actuated    67 1188       1381662      453246     Actuated    63 1189       1387697      452352     Actuated    66 1193       1377168      452881     Actuated    63 1195       1380018      449503     Actuated    63 1196       1382046      443796     Actuated    63 1198       1375055      454477     Actuated    63 1201       1385051      449756     Actuated    66 1208       1386883      445522     Actuated    66 1209       1391048      441340     Actuated    75 1211       1389547      441500     Actuated    75 1212       1391816      441464     Actuated    75 1213       1392120      440839     Actuated    75 1214       1391316      440553     Actuated    75 1215       1390187      440000     Actuated    75 1216       1388692      439077     Actuated    75 1218       1390331      448158     Actuated    66 1219       1385776      444970     Actuated    66 Catawba Nuclear Station                       K156                  KLD Engineering, P.C.
Evacuation Time Estimate                                                           Rev. 0

X Coordinate Y Coordinate  Control Grid Map Node (ft)         (ft)       Type   Number 1223       1353650      461626     Actuated    62 1227       1373627      455095     Actuated    63 1229       1403069      452436     Actuated    67 1230       1403735      452429     Actuated    67 1231       1404308      450865     Actuated    67 1232       1403588      451763       Stop      67 1236       1402387      446822     Actuated    67 1237       1401249      446296     Actuated    67 1238       1402255      439307       Yield     76 1239       1399698      437182     Actuated    76 1241       1397459      437197     Actuated    76 1242       1395146      435718     Actuated    75 1243       1392422      434752     Actuated    75 1244       1391984      434444     Actuated    75 1245       1389876      432703     Actuated    75 1246       1387022      429877     Actuated    75 1249       1389131      432654       Stop      75 1250       1392922      433682     Actuated    75 1251       1391358      434995     Actuated    75 1252       1391911      435434     Actuated    75 1253       1393267      434262     Actuated    75 1254       1395386      435392       Stop      76 1261       1406822      439378     Actuated    76 1262       1402273      434294     Actuated    76 1267       1407681      439343     Actuated    79 1270       1404570      439421     Actuated    76 1274       1417032      438916     Actuated    79 1275       1413813      439513     Actuated    79 1276       1412330      439605     Actuated    79 1277       1411330      439215     Actuated    79 1280       1412791      436462       Stop      79 1284       1408869      426782     Actuated    79 1285       1405836      424648     Actuated    78 1286       1416914      437971       Stop      79 1293       1408091      449586       Stop      68 1294       1403635      450277     Actuated    67 1298       1402439      449295     Actuated    67 1299       1401260      448345     Actuated    67 1304       1398704      446251     Actuated    67 1308       1391904      450509     Actuated    66 1309       1396991      444814     Actuated    67 1310       1395484      443529     Actuated    67 1312       1394627      442853     Actuated    75 Catawba Nuclear Station                       K157                  KLD Engineering, P.C.
Evacuation Time Estimate                                                           Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 1313       1392407      440143       Actuated        75 1314       1392580      439645       Actuated        75 1315       1392829      439107       Actuated        75 1322       1391639      439762       Actuated        75 1323       1391821      439367       Actuated        75 1324       1392318      438194       Actuated        75 1325       1390575      437256       Actuated        75 1326       1387161      442314       Actuated        75 1327       1390885      425719       Actuated        77 1328       1391443      425023       Actuated        77 1329       1392575      432610       Actuated        75 1331       1392674      433368       Actuated        75 1332       1391980      433116       Actuated        75 1333       1391741      434197       Actuated        75 1335       1390090      436027       Actuated        75 1336       1390084      435576       Actuated        75 1337       1391009      434705       Actuated        75 1339       1389737      436316       Actuated        75 1341       1385015      432576          Stop         75 1342       1385737      431284       Actuated        75 1343       1389799      436860          Stop         75 1345       1391625      435930       Actuated        75 1347       1393115      436239       Actuated        75 1348       1393942      436248       Actuated        75 1349       1393853      434176       Actuated        75 1350       1400138      430537       Actuated        76 1351       1400741      429315          Stop         78 1352       1400764      428872          Stop         78 1356       1399452      430265       Actuated        76 1357       1412092      420520          Stop         79 1360       1403976      426809          Stop         78 1362       1413269      420904       Actuated        79 1363       1409688      428143          Stop         79 1364       1410615      424615          Stop         79 1366       1402178      418963          Stop         78 1367       1399740      406846          Stop         85 1369       1393469      433335       Pretimed        75 1370       1393201      432988       Pretimed        75 1371       1389771      431745     TCP  Actuated    75 1374       1382686      427405          Stop         74 1375       1394456      433637       Actuated        75 1376       1395588      433029       Actuated        76 1377       1396302      432559       Actuated        76 Catawba Nuclear Station                       K158                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 1379       1395937      431943          Stop         76 1380       1394099      432989          Stop         75 1382       1378140      442207       Actuated        74 1384       1376598      443137       Actuated        74 1388       1362178      445704     TCP  Actuated    63 1389       1358191      430615          Stop         73 1391       1333390      469086       Actuated        61 1398       1365494      415825          Stop         74 1401       1375623      409950          Stop         84 1402       1414197      422216          Stop         79 1404       1419577      410997          Yield        86 1418       1445021      480367       Actuated        57 1419       1446564      481223       Actuated        57 1425       1438151      491790       Actuated        51 1445       1381127      556310       Actuated         4 1456       1373040      558244          Yield         4 1458       1369415      555265       Actuated         3 1462       1367298      555724       Actuated         3 1463       1365709      555950       Actuated         3 1464       1364572      556309       Actuated         3 1468       1359825      556960       Actuated         2 1471       1357077      557329       Actuated         2 1472       1355748      557445       Actuated         2 1473       1353677      557478       Actuated         2 1474       1352750      557445       Actuated         2 1475       1352149      557463       Actuated         2 1476       1351233      557463       Actuated         2 1477       1349249      557517       Actuated         2 1478       1348683      557481       Pretimed         2 1479       1348127      557526       Pretimed         1 1480       1363047      563519       Actuated         3 1481       1362997      559639       Actuated         3 1487       1362816      561095       Actuated         3 1488       1349663      556973       Actuated         2 1491       1347571      558084       Actuated         1 1492       1347555      556948       Actuated         1 1499       1348136      558090       Actuated         1 1502       1348666      554572       Actuated        10 1503       1352143      554190       Actuated        10 1504       1355442      553920       Actuated        10 1505       1357236      553929       Actuated        10 1507       1357649      556557       Actuated         2 1516       1348719      558737       Actuated         2 Catawba Nuclear Station                       K159                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 1518       1348716      558092       Actuated         2 1521       1347011      561479       Actuated         1 1524       1347085      564564       Actuated         1 1540       1335042      524636          Stop         30 1541       1331443      528523          Stop          8 1543       1327786      528001          Stop          8 1544       1326048      531140          Stop          8 1545       1324546      533862          Stop          8 1557       1379708      503710       Actuated        32 1562       1395123      487454          Stop         48 1566       1394216      435655          Stop         75 1567       1393770      435048     TCP  Actuated    75 1574       1392553      437559       Actuated        75 1575       1393417      437907          Stop         75 1576       1393389      435534       Actuated        75 1577       1393852      435781          Stop         75 1587       1355552      452470          Stop         62 1595       1372864      434872       Actuated        74 1601       1349759      432754          Yield        73 1606       1424721      454649          Stop         68 1611       1446795      441703       Actuated        80 1613       1452449      444755          Stop         69 1618       1407284      408687          Stop         86 1620       1402886      402594          Stop         85 1622       1410172      417271          Stop         79 TCP 1628       1371399      478205      Uncontrolled     47 1631       1361125      473176          Stop         47 1632       1398747      479692     TCP  Actuated    48 1635       1398320      505147          Stop         33 1636       1398202      509993          Stop         33 1638       1408023      518971          Yield        34 1639       1407994      518850          Yield        34 1640       1408100      518814          Yield        34 1646       1420212      509606       Actuated        40 1647       1416185      516244       Actuated        34 1650       1415967      522695          Stop         34 1661       1427334      531673          Stop         26 1664       1451416      520320       Actuated        37 1665       1455404      521111       Actuated        38 1666       1454712      516283       Actuated        38 1667       1456242      513269       Actuated        38 1670       1453165      520449       Actuated        37 Catawba Nuclear Station                       K160                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 1674       1450659      518778          Stop         37 1676       1447469      518101       Actuated        37 1677       1449852      522264       Actuated        37 1679       1448413      519343          Yield        37 1681       1447774      522840       Actuated        37 1682       1446936      523998       Pretimed        37 1684       1446874      523509       Actuated        37 1685       1444283      522981       Actuated        37 1687       1439636      528961       Actuated        27 1689       1438156      525111       Actuated        36 1690       1438777      520497       Actuated        36 1691       1438256      510406       Actuated        41 1695       1438934      506867       Actuated        41 1699       1455794      518428       Actuated        38 1705       1452111      512407       Actuated        42 1708       1443233      518682       Actuated        37 1712       1438780      515829       Actuated        36 1713       1439205      515818       Actuated        36 1715       1443309      513814       Actuated        37 1720       1448362      512537       Actuated        42 1721       1449535      515201       Actuated        37 1725       1437650      504414       Actuated        41 1726       1436362      501271       Actuated        41 1731       1436512      494609       Actuated        51 1732       1448595      485726       Actuated        52 1733       1454636      483770          Stop         58 1734       1455095      488688       Actuated        53 1737       1449719      484807     TCP  Actuated    57 1743       1459592      473828       Actuated        58 1747       1459143      471188          Stop         70 1753       1460049      465939       Actuated        70 1754       1462117      463496       Actuated        70 1759       1434507      491442       Actuated        51 1761       1435817      490025       Actuated        51 1763       1416269      462607          Stop         68 1769       1439748      529372       Actuated        27 1772       1442100      532558       Actuated        28 1773       1442605      533435       Actuated        28 1774       1442811      533885       Actuated        28 1777       1440348      533134       Actuated        27 1780       1436496      532811       Actuated        27 1782       1447316      522771          Stop         37 1786       1447021      520121       Actuated        37 Catawba Nuclear Station                       K161                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate  Control Grid Map Node (ft)         (ft)       Type   Number 1788       1446937      521517     Actuated    37 1791       1375831      529783       Stop      22 1795       1359590      528880     Actuated    20 1796       1358727      525896       Stop      31 1800       1340613      530580     Actuated    19 1803       1352056      535675       Yield     20 1804       1348571      535019       Stop      19 1806       1360966      507735       Stop      32 1816       1341438      547743     Actuated     9 1831       1358461      560339     Actuated     2 1834       1358652      561800     Actuated     2 1837       1363140      557659     Actuated     3 1843       1373735      556172       Stop       4 1845       1377321      551446     Actuated    12 1854       1358535      551248     Actuated    10 1858       1362447      551685     Actuated    11 1859       1362752      553200     Actuated    11 1868       1369597      544183     Actuated    11 1873       1392989      552970     Actuated    13 1879       1424794      544105       Stop      16 1881       1426637      546697     Actuated    16 1891       1424163      538410     Actuated    26 1894       1426007      539205     Actuated    26 1900       1422313      543460       Stop      16 1905       1422647      545642     Actuated    16 1907       1429582      542803     Actuated    16 1918       1437254      525424     Actuated    36 1919       1438458      527012       Stop      27 1921       1439416      521341     Actuated    36 1923       1450022      515069     Actuated    37 1927       1450992      514886     Actuated    37 1928       1453969      515561     Actuated    38 1929       1451199      516780     Actuated    37 1931       1451260      515976     Actuated    37 1932       1450493      517496       Stop      37 1935       1452802      516300     Actuated    37 1938       1455470      514916       Stop      38 1939       1454370      513390     Actuated    38 1943       1453402      514969     Actuated    37 1947       1446176      510398     Actuated    42 1949       1436914      520059     Actuated    36 1952       1436083      519699     Actuated    36 1955       1438330      524436     Actuated    36 Catawba Nuclear Station                       K162                   KLD Engineering, P.C.
Evacuation Time Estimate                                                            Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 1958       1407095      517954          Stop         34 1961       1391983      546931       Actuated        13 1965       1391448      548849       Actuated        13 1966       1390251      548806       Actuated        13 1968       1393310      548218          Stop         13 1972       1414820      516082       Actuated        34 1975       1423484      512995       Actuated        40 1978       1421389      511025       Actuated        40 1981       1419744      508756       Actuated        40 1985       1413140      502603       Actuated        39 1988       1410348      501565       Actuated        39 1990       1406927      504266          Stop         39 1992       1410547      497029          Stop         49 1993       1421151      494778       Actuated        50 1994       1420572      495372       Actuated        50 1998       1421997      493079       Actuated        50 3006       1428973      500814       Actuated        40 3008       1430935      494183          Stop         51 3010       1425201      501866       Actuated        40 3011       1425357      501778       Actuated        40 3018       1442352      503165       Actuated        42 3020       1444068      502826       Actuated        42 3022       1441797      494743       Actuated        52 3023       1440923      493742       Actuated        51 3024       1444732      493601       Actuated        52 3025       1444209      492015          Stop         52 3027       1443938      496218          Stop         52 3029       1441956      492251          Stop         52 3033       1434903      491356       Actuated        51 3036       1406247      498809       Actuated        48 3040       1403739      497440       Actuated        48 3042       1403430      504622          Stop         33 3043       1397649      505655          Stop         33 3051       1421272      486161          Stop         50 3052       1420931      486887          Stop         50 3054       1437832      486600          Stop         51 3055       1433591      482604          Stop         56 3056       1437059      485693          Yield        51 3059       1438260      472094     TCP  Actuated    56 3064       1419608      461673       Actuated        68 3070       1424860      492865       Actuated        50 3072       1407026      467230          Stop         68 3094       1388108      443215       Actuated        75 Catawba Nuclear Station                       K163                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 3097       1366907      461527          Stop         63 3102       1329111      461260       Actuated        61 3105       1328145      459701       Pretimed        61 3110       1392442      433582       Actuated        75 3111       1392527      435900          Stop         75 3112       1390522      435128       Actuated        75 3115       1391507      433483          Yield        75 3116       1392687      433842       Actuated        75 3118       1401788      436652       Actuated        76 3122       1400187      440363          Yield        76 3126       1406207      429190       Actuated        78 3129       1395912      411522          Stop         85 3139       1460940      510265       Actuated        43 3142       1452442      513275       Actuated        37 3149       1435757      538245       Actuated        27 3156       1393581      551086       Actuated        13 3158       1391208      550576       Actuated        13 3159       1390258      550241       Actuated        13 3160       1391013      551037       Actuated        13 3163       1394792      556561       Actuated         5 3167       1357949      558576       Actuated         2 3175       1407271      453767       Actuated        68 3177       1406111      452457       Actuated        67 3179       1457490      481851       Actuated        58 3183       1411101      471839       Actuated        54 3189       1403916      480343       Actuated        48 3191       1415464      499350       Actuated        39 3193       1376001      504956       Actuated        32 3198       1377300      505332       Actuated        32 3202       1384603      436640     TCP  Actuated    75 3203       1397540      443179       Actuated        76 3204       1337683      456931       Actuated        62 3205       1336912      457055       Actuated        61 3208       1334119      457329       Actuated        61 3210       1328863      460211       Actuated        61 3213       1363409      546599       Actuated        11 3215       1394634      495374     TCP  Actuated    48 3219       1333722      503232          Stop         30 3228       1328266      538337          Stop          8 3239       1387831      405989          Stop         85 3241       1394741      413738          Stop         85 3242       1386501      417799          Stop         77 3249       1393466      481999          Stop         48 Catawba Nuclear Station                       K164                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 3255       1392010      487836          Yield        48 3256       1392036      487732          Yield        48 3263       1400878      452397          Stop         67 3265       1397808      452435       Actuated        67 3267       1397791      452845          Stop         67 3270       1411346      471363          Stop         54 3274       1428202      511457       Actuated        40 3276       1429103      510946       Actuated        40 3278       1430939      509828       Actuated        41 3281       1432829      514976          Stop         36 3285       1357984      522058          Stop         31 3288       1337275      509582          Stop         31 3295       1355415      473437          Stop         46 3298       1325262      480333          Stop         45 3302       1421723      485521          Stop         50 3304       1426047      476053       Actuated        55 3306       1423928      456858          Stop         68 3308       1423630      457447          Stop         68 3310       1424274      453629          Stop         68 3312       1412988      434672          Stop         79 3314       1391881      419524          Stop         77 3316       1357781      530017          Stop         20 3319       1355911      431089          Stop         73 3322       1391320      444751          Stop         66 3330       1327078      454214          Stop         61 3331       1327245      454242          Stop         61 3333       1400170      440506          Yield        76 3336       1405249      547215          Stop         14 3341       1301047      495189          Stop         44 3348       1426605      512452       Actuated        40 3350       1446859      525593     TCP  Actuated    37 3353       1437620      490573       Actuated        51 3354       1437966      489430       Actuated        51 3355       1438042      488612       Actuated        51 3356       1438014      487760          Stop         51 3364       1347145      557554       Actuated         1 3369       1324280      477083          Stop         45 3371       1310843      441445          Stop         71 3374       1437546      498319       Actuated        51 3375       1437394      499076       Actuated        51 3386       1421720      550053       Actuated        16 3393       1439828      492843          Stop         51 3403       1405699      476699       Actuated        48 Catawba Nuclear Station                       K165                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate Y Coordinate    Control     Grid Map Node (ft)         (ft)          Type      Number 3405       1377849      479209          Stop         47 3412       1394892      553854     TCP  Actuated    13 3421       1380559      420370          Stop         74 3422       1382528      416139          Stop         74 3428       1411472      446276     TCP  Actuated    68 3429       1401346      439111          Stop         76 3432       1313467      435975          Stop         71 3438       1443909      538039       Actuated        28 3439       1442504      536998       Actuated        28 3442       1442749      538661       Actuated        28 3455       1365699      484608          Stop         47 3461       1353377      559322     TCP  Actuated     2 3464       1393763      552857     TCP  Actuated    13 3466       1388886      500681     TCP  Actuated    33 3468       1392195      549820     TCP  Actuated    13 3472       1411529      520155     TCP  Actuated    34 3475       1407066      462332          Yield        68 3477       1407385      462093          Yield        68 3478       1406753      462049          Yield        65 3489       1411844      467998     TCP  Actuated    68 3493       1452331      475794          Yield        57 3494       1452237      475593          Yield        57 3498       1436145      493613     TCP  Actuated    51 3500       1427392      526581     TCP  Actuated    35 3505       1401540      437772     TCP  Actuated    76 3506       1452286      475021          Yield        57 3508       1452256      474706          Yield        57 3510       1470495      479896     TCP  Actuated    59 3511       1470463      478140     TCP  Actuated    59 3512       1470430      477368     TCP  Actuated    59 3513       1470699      473512     TCP  Actuated    59 3514       1471626      470869     TCP  Actuated    70 3515       1472246      467574       Actuated        70 3516       1471243      463739     TCP  Actuated    70 3518       1470475      481048     TCP  Actuated    59 3533       1298495      444684          Stop         60 3546       1461440      456783       Actuated        70 3550       1468819      455567       Actuated        70 3559       1390372      367924     TCP  Actuated    90 3560       1387683      369123       Actuated        90 3563       1380793      372105     TCP  Actuated    89 3594       1422478      377280     TCP  Actuated    91 3602       1393133      362438     TCP  Actuated    90 Catawba Nuclear Station                       K166                         KLD Engineering, P.C.
Evacuation Time Estimate                                                                  Rev. 0

X Coordinate         Y Coordinate            Control              Grid Map Node (ft)               (ft)                Type               Number 3611             1346182             405230                  Stop                  83 3633             1349927             432741                  Yield                 73 3634             1349907             432860                  Yield                 73 3635             1349791             432853                  Stop                  73 3640             1385620             377453                  Stop                  90 3643             1383614             387119                  Stop                  90 1
Coordinates are in the North American Datum of 1983 North Carolina Plane Zone Catawba Nuclear Station                                     K167                                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                                               Rev. 0

Figure K1. Catawba Nuclear Station LinkNode Analysis Network Catawba Nuclear Station                            K168                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

Figure K2. LinkNode Analysis Network - Grid 1 Catawba Nuclear Station                      K169                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K3. LinkNode Analysis Network - Grid 2 Catawba Nuclear Station                      K170                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K4. LinkNode Analysis Network - Grid 3 Catawba Nuclear Station                      K171                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K5. LinkNode Analysis Network - Grid 4 Catawba Nuclear Station                      K172                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K6. LinkNode Analysis Network - Grid 5 Catawba Nuclear Station                      K173                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K7. LinkNode Analysis Network - Grid 6 Catawba Nuclear Station                      K174                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K8. LinkNode Analysis Network - Grid 7 Catawba Nuclear Station                      K175                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K9. LinkNode Analysis Network - Grid 8 Catawba Nuclear Station                      K176                       KLD Engineering, P.C.
Evacuation Time Estimate                                                               Rev. 0

Figure K10. LinkNode Analysis Network - Grid 9 Catawba Nuclear Station                       K177                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                Rev. 0

Figure K11. LinkNode Analysis Network - Grid 10 Catawba Nuclear Station                       K178                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K12. LinkNode Analysis Network - Grid 11 Catawba Nuclear Station                       K179                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K13. LinkNode Analysis Network - Grid 12 Catawba Nuclear Station                       K180                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K14. LinkNode Analysis Network - Grid 13 Catawba Nuclear Station                       K181                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K15. LinkNode Analysis Network - Grid 14 Catawba Nuclear Station                       K182                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K16. LinkNode Analysis Network - Grid 15 Catawba Nuclear Station                       K183                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K17. LinkNode Analysis Network - Grid 16 Catawba Nuclear Station                       K184                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K18. LinkNode Analysis Network - Grid 17 Catawba Nuclear Station                       K185                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K19. LinkNode Analysis Network - Grid 18 Catawba Nuclear Station                       K186                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K20. LinkNode Analysis Network - Grid 19 Catawba Nuclear Station                       K187                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K21. LinkNode Analysis Network - Grid 20 Catawba Nuclear Station                       K188                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K22. LinkNode Analysis Network - Grid 21 Catawba Nuclear Station                       K189                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K23. LinkNode Analysis Network - Grid 22 Catawba Nuclear Station                       K190                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K24. LinkNode Analysis Network - Grid 23 Catawba Nuclear Station                       K191                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K25. LinkNode Analysis Network - Grid 24 Catawba Nuclear Station                       K192                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K26. LinkNode Analysis Network - Grid 25 Catawba Nuclear Station                       K193                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K27. LinkNode Analysis Network - Grid 26 Catawba Nuclear Station                       K194                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K28. LinkNode Analysis Network - Grid 27 Catawba Nuclear Station                       K195                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K29. LinkNode Analysis Network - Grid 28 Catawba Nuclear Station                       K196                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K30. LinkNode Analysis Network - Grid 29 Catawba Nuclear Station                       K197                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K31. LinkNode Analysis Network - Grid 30 Catawba Nuclear Station                       K198                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K32. LinkNode Analysis Network - Grid 31 Catawba Nuclear Station                       K199                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K33. LinkNode Analysis Network - Grid 32 Catawba Nuclear Station                       K200                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K34. LinkNode Analysis Network - Grid 33 Catawba Nuclear Station                       K201                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K35. LinkNode Analysis Network - Grid 34 Catawba Nuclear Station                       K202                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K36. LinkNode Analysis Network - Grid 35 Catawba Nuclear Station                       K203                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K37. LinkNode Analysis Network - Grid 36 Catawba Nuclear Station                       K204                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K38. LinkNode Analysis Network - Grid 37 Catawba Nuclear Station                       K205                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K39. LinkNode Analysis Network - Grid 38 Catawba Nuclear Station                       K206                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K40. LinkNode Analysis Network - Grid 39 Catawba Nuclear Station                       K207                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K41. LinkNode Analysis Network - Grid 40 Catawba Nuclear Station                       K208                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K42. LinkNode Analysis Network - Grid 41 Catawba Nuclear Station                       K209                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K43. LinkNode Analysis Network - Grid 42 Catawba Nuclear Station                       K210                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K44. LinkNode Analysis Network - Grid 43 Catawba Nuclear Station                       K211                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K45. LinkNode Analysis Network - Grid 44 Catawba Nuclear Station                       K212                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K46. LinkNode Analysis Network - Grid 45 Catawba Nuclear Station                       K213                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K47. LinkNode Analysis Network - Grid 46 Catawba Nuclear Station                       K214                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K48. LinkNode Analysis Network - Grid 47 Catawba Nuclear Station                       K215                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K49. LinkNode Analysis Network - Grid 48 Catawba Nuclear Station                       K216                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K50. LinkNode Analysis Network - Grid 49 Catawba Nuclear Station                       K217                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K51. LinkNode Analysis Network - Grid 50 Catawba Nuclear Station                       K218                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K52. LinkNode Analysis Network - Grid 51 Catawba Nuclear Station                       K219                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K53. LinkNode Analysis Network - Grid 52 Catawba Nuclear Station                       K220                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K54. LinkNode Analysis Network - Grid 53 Catawba Nuclear Station                       K221                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K55. LinkNode Analysis Network - Grid 54 Catawba Nuclear Station                       K222                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K56. LinkNode Analysis Network - Grid 55 Catawba Nuclear Station                       K223                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K57. LinkNode Analysis Network - Grid 56 Catawba Nuclear Station                       K224                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K58. LinkNode Analysis Network - Grid 57 Catawba Nuclear Station                       K225                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K59. LinkNode Analysis Network - Grid 58 Catawba Nuclear Station                       K226                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K60. LinkNode Analysis Network - Grid 59 Catawba Nuclear Station                       K227                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K61. LinkNode Analysis Network - Grid 60 Catawba Nuclear Station                       K228                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K62. LinkNode Analysis Network - Grid 61 Catawba Nuclear Station                       K229                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K63. LinkNode Analysis Network - Grid 62 Catawba Nuclear Station                       K230                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K64. LinkNode Analysis Network - Grid 63 Catawba Nuclear Station                       K231                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K65. LinkNode Analysis Network - Grid 64 Catawba Nuclear Station                       K232                        KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K66. LinkNode Analysis Network - Grid 65 Catawba Nuclear Station                        K233                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K67. LinkNode Analysis Network - Grid 66 Catawba Nuclear Station                        K234                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K68. LinkNode Analysis Network - Grid 67 Catawba Nuclear Station                        K235                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K69. LinkNode Analysis Network - Grid 68 Catawba Nuclear Station                        K236                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K70. LinkNode Analysis Network - Grid 69 Catawba Nuclear Station                        K237                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K71. LinkNode Analysis Network - Grid 70 Catawba Nuclear Station                        K238                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K72. LinkNode Analysis Network - Grid 71 Catawba Nuclear Station                        K239                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K73. LinkNode Analysis Network - Grid 72 Catawba Nuclear Station                        K240                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K74. LinkNode Analysis Network - Grid 73 Catawba Nuclear Station                        K241                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K75. LinkNode Analysis Network - Grid 74 Catawba Nuclear Station                        K242                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K76. LinkNode Analysis Network - Grid 75 Catawba Nuclear Station                        K243                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K77. LinkNode Analysis Network - Grid 76 Catawba Nuclear Station                        K244                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K78. LinkNode Analysis Network - Grid 77 Catawba Nuclear Station                        K245                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K79. LinkNode Analysis Network - Grid 78 Catawba Nuclear Station                        K246                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K80. LinkNode Analysis Network - Grid 79 Catawba Nuclear Station                        K247                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K81. LinkNode Analysis Network - Grid 80 Catawba Nuclear Station                        K248                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K82. LinkNode Analysis Network - Grid 81 Catawba Nuclear Station                        K249                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K83. LinkNode Analysis Network - Grid 82 Catawba Nuclear Station                        K250                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K84. LinkNode Analysis Network - Grid 83 Catawba Nuclear Station                        K251                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K85. LinkNode Analysis Network - Grid 84 Catawba Nuclear Station                        K252                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K86. LinkNode Analysis Network - Grid 85 Catawba Nuclear Station                        K253                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K87. LinkNode Analysis Network - Grid 86 Catawba Nuclear Station                        K254                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K88. LinkNode Analysis Network - Grid 87 Catawba Nuclear Station                        K255                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K89. LinkNode Analysis Network - Grid 88 Catawba Nuclear Station                        K256                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K90. LinkNode Analysis Network - Grid 89 Catawba Nuclear Station                        K257                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K91. LinkNode Analysis Network - Grid 90 Catawba Nuclear Station                        K258                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

Figure K92. LinkNode Analysis Network - Grid 91 Catawba Nuclear Station                        K259                       KLD Engineering, P.C.
Evacuation Time Estimate                                                                 Rev. 0

APPENDIX L Zone Boundaries

L. ZONE BOUNDARIES Zone A0           Counties: York and Mecklenburg Defined as the area within the following boundary: In York and Mecklenburg Counties, the zone is bordered on the north, east and south by the 2mile radius from the plant and on the west by SC 274. In South Carolina, includes Allison Creek Rd, Concord Rd, Concord Shores, Forest Winds, Hudson Rd, Torrence Branch, West Liberty Hill Rd. In North Carolina, includes Bankhead Rd, Bessebrook Rd, Cozy Cove Rd, Fairview Dr, Harbor Rd, NC Harbor View Rd and Snug Harbor Rd.
Zone A1           County: Mecklenburg Defined as the area within the following boundary: In Mecklenburg County, Zone A1 is bordered to the north by Woody Point Rd, Shopton Rd West and Sledge Rd, to the east by Route 160, to the southeast by the state border, to the west by the plants 2mile radius and Lake Wylie. Includes Route 49 (York Rd), Steele Creek and portions of Charlotte.
Zone A2           County: Mecklenburg Defined as the area within the following boundary: In Mecklenburg County, Zone A2 is bordered to the north by Dixie River Rd and Shopton Rd, to the east by Route 49, W Arrowood Rd and I77, to the southeast by the state border, to the southwest by Route 160, Sledge Rd, Shopton Rd West and Woody Point Rd and to the west by Lake Wylie. Includes Hwy 160, Route 49, I 485, and portions of Charlotte.
Zone A3           County: Mecklenburg Defined as the area within the following boundary: In Mecklenburg County, Zone A3 is bordered to the north by I485, to the east by the Pineville office park boundary, to the southwest by the state border, and to the west by I77.
Includes Route 51, I485, Pineville and Portions of Charlotte.
Zone B1           County: York Defined as the area within the following boundary: In York County, Zone B1 is bordered on the north by the North Carolina/ South Carolina State Line; on the east by SC 160, SR 99 (Dam Rd), and SR 741 (Gardenview Rd); on the south by Catawba River; and on the west by Lake Wylie. Includes Dam Rd, Gold Hill Rd (west of Hwy 160), and Tega Cay.
Catawba Nuclear Station                          L1                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Zone B2           County: York Defined as the area within the following boundary: In York County, Zone B2 is bordered on the north by North Carolina/South Carolina State Line; on the east by Lancaster County Line, SR 253 (Williams Rd), SR 36 (Doby Bridge Rd) and SR 158 (White's Rd); on the south by Catawba River; and on the west by SC 160, SR 99 (Dam Rd), and SR 741 (Gardenview Rd). Includes Avery Lakes, Balles Farm, Balliwyck, Carowinds, Doby Bridge Rd, SC 75, Forest Lake, Fort Mill, Fox Hill, Gold Hill Rd east of Hwy 160, Gray Rock, Greenway Industrial Park, Hamilton Place, Knights Bridge, Knights Castle, Lakemont Industrial Park, Peachtree Place, Regent Park, Sutton Rd, Tara Plantation, White Grove, Willow Brook.
Zone C1           County: York Defined as the area within the following boundary: In York County, Zone C2 is bordered on the north and east by Lake Wylie and the Catawba River; on the south by I77 and SC 161 (Celanese Rd) and SC 274/161 (Old York Rd);SC 274 (Hands Mill Hwy). Includes Brookwood, Bryant Field Industrial Park, Camelot Woods, Cedar Forest Acres, Cedarwood, Churchill Heights, City of Rock Hill north of Celanese Rd, Crystal Lakes, Devonshire, Forest Hills, Glenwood Acres, Hickory Hill, Kimberly Woods, Lake Wood, Monterey Hills, Museum Rd, River Pines, Trexler Acres, Twin Lakes, Willow Acres, Windwood.
Zone C2           County: York Defined as the area within the following boundary: In York County, Zone C2 is bordered on the north by SC 161; on the east by the Catawba River; on the west by SR 81 (Adnah Church Rd), SR 102 (Eastview Rd), and SR 157 (Holland Rd); on the south from SR 157 (Holland Rd) southeast along Fishing Creek to Ogden Rd, northeast on Ogden Rd, southeast on Robertson Rd to Hwy 121, south on Oakdale Rd to Taylors Creek, north along Taylors Creek to Hwy 901, north on Hwy 901 to Southland Park, east perimeter of Southland Park, parallel Hwy 121 / 72, Hwy 21 to Springdale Rd, northwest on Springdale Rd to Catawba River. Includes Belair Acres, Cato Estates, City of Rock Hill south of Celanese Rd, College Downs, Country Oaks, Coven try Estates, Eastview Rd, Fairlawn, Falls Rd, Hallmark Estates, Heathridge, Heckle Blvd., Hickory Oaks, Hutchinson Place, Iredell Way, Lakeview Acres, Highland Creek, Meadow Lakes, Oak Park Rd, Oakhurst, Oakwood Acres, Ole Woods, Quiet Acres, Ragin Estates, Ravencroft, Rawlinson Acres/Acres II, Rawlinson Woods, Red Oaks, Rock Hill Industrial Park, Royal Oaks, Sharonwood, Shorewood, Steeple Chase, Squire Estates, Sturgis Estates, Swan Meadows, Westerwood, Wintercrest, Woodbridge, and Woodfield, Woodvale.
Catawba Nuclear Station                           L2                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

Zone D1           County: York Defined as the area within the following boundary: In York County, Zone D1 is bordered on the north by SR 80 (Campbell Rd); on the east SC 274 and SR 81 (Adnah Church) on the south by SC 5; and on the west by SR 156 (Beth Shiloh Rd) and SR 181 (Atkins Rd). Includes Adnah Church Rd, Campbell Rd, Farmstead Rd area, Ivywood, Providence Heights, Rollingwood Circle, Shiloh Rd, Tirzah Rd, Wedgefield Dr, Windsong, and Windy Run.
Zone D2           County: York Defined as the area within the following boundary: In York County, Zone D2 is bordered on the north by SR 172 (Old Limestone Rd) and SC 49; on the east by SR 181 (Atkins Rd), SR 102 (Eastview Rd), and SR 157 (Holland Rd); on the south from Hwy 324, southeast along Fishing Creek to Hwy 324; and on the west by SR 711 (Kelly Rd), SR 75 (Sutton Spring Rd), SR 104 (Spring Lake Rd) and US 321. Includes Branch Rd, Country Side Estates, Fairhope Rd, Gordon Rd, Hwy 5 York Bypass, Limestone Rd, Lincoln Forrest, Pioneer Rd, Turkey Farm Rd, Shiloh Farms, and York.
Zone E1           County: York Defined as the area within the following boundary: In York County, Zone E1 is bordered on the north by SC 55; on the east by SC 274; on the south by SR 80 (Campbell Rd) and SC 49; and on the west by SR 181 (Sherrer Rd), SR 819 (Nichols Rd) and SR 54 (Paraham Rd). Includes Bethel Forest Rd, Charter Oaks, Clearcreek, Crosswinds, East Liberty Hill Rd, Ferguson Acres, Kingsbury Rd south of Hwy 55, Mountain View Rd, Newport Acres, Tidewood Lane, Twin Streams, Vander Lakes.
Zone E2           County: York Defined as the area within the following boundary: In York County, Zone E2 is bordered on the north by SC 55; on the east by SR 54 (Paraham Rd), SR 819 (Nichols Rd) and SR 181 (Sherrer Rd); on the south by SC 49, SR 818 (Woods Rd), and SR 172 (Old Limestone Rd); and on the west by US 321 to include the entire incorporated city limits of Clover. Includes Brightwood Dr, Brown Rd, Calabash Rd, Clearcreek Rd, Clover, Clover Brook, Jim McCarter Rd, McCarter's Acres, Meadow Rd, Nichols Estate, Ormand Rd, Ramble Rd, St. Paul Church Rd, The Farms, Willow Creek, Wood Rd, and Woodland.
Catawba Nuclear Station                          L3                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                     Rev. 0

Zone F1           County: York Defined as the area within the following boundary: In York County, Zone F1 is bordered on the north by SC 557, SC 49, SC 274 and the eastwest inlet of Lake Wylie, just north of SC 49; on the east by Lake Wylie; on the south by SR 1099 (Lake Wylie Rd) and SC 55; and on the west by SR 54 (Paraham Rd). Includes Barclay Acres, Bethel School Rd, Camp Thunderbird, Chandler Woods, Croch Rd, Forest Oaks, Hollandale, Johnson Rd, Lake Wylie Rd, Lake Wylie Woods, Marina Way Rd, Morningside Rd, Riverfront Rd area, River Hills, Stowe Rd, and Wylie Estates.
Zone F2           County: York Defined as the area within the following boundary: In York County, Zone F2 is bordered on the north by the north Carolina/ South Carolina Line; on the east by Lake Wylie; on the south by a Lake Wylie inlet, SC 274, SC 557, SR 54 (Paraham Rd) and SC 55; and on the west by US 321 to exclude the city limits of Clover. Includes Amity Estates, Bowling Green, Brandon Rd, Cameron Acres, Fewell Rd, Green Pond Rd, Homedale Rd, Kendrick Rd, Lake Wyle MHP, Lakedale, Love Rd, Meadow Wind, Oakridge Rd, Pole Branch Rd, Ridgewood, River Oaks Rd, Singing Pine Drive, Southwoods, and State Line Rd.
Zone F3           County: Gaston Defined as the area within the following boundary: In Gaston County, Zone F3 is bordered on the north by Route 274, Union New Hope Rd, Route 279, Armstrong Ford Rd and the Catawba River, to the east by the Catawba River, to the south by the state border, and to the west by Thompson Rd. Includes Catawba Cove Dr, Country Woods, Eller Rd, Farmwood, Forest Cove, Frances Ct., Glover Rd, Lake Wylie Rd, Moore Rd, Moss Haven, Old Whisnant Farm Rd, Paradise Point, Patrick Rd, Wilson Farm Rd, Zellwood.
Catawba Nuclear Station                           L4                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                       Rev. 0

APPENDIX M Evacuation Sensitivity Studies

M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designed to identify the sensitivity of the ETE to changes in some base evacuation conditions.
M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate (ATE), could be persuaded to respond much more rapidly), or if the tail were elongated (i.e. spreading out the departure of evacuees to limit the demand during peak times), how would the ETE be affected? The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation of the entire EPZ. Table M1 presents the results of this study.
As discussed in Section 7.3, traffic congestion persists within the EPZ for six hours and fifteen minutes. As such, the ETE for the 100th percentile are not affected by the trip generation time, but 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. See Table M1.
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 decreasing the shadow evacuation from 20% to 0% decreases the ETE by 10 minutes and 20 minutes for the 90th and 100th percentiles, respectively. While tripling the shadow percentage from 20% to 60% increases the ETE by 20 minutes and 35 minutes for the 90th and 100th percentiles, respectively - a significant change. A full evacuation of the Shadow Region increases the 90th and 100th percentile ETE by 1 hour and 1 hour and 10 minutes, respectively.
Note, the telephone survey results presented in Appendix F indicate that 12.5% of households would elect to evacuate if advised to shelter, which differs significantly from the assumption of 20% noncompliance suggested in NUREG/CR7002. A sensitivity study was run using 13% shadow and the ETE were unaffected.
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 Catawba Nuclear Station                          M1                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

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 16%. 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 scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 8).
Table M3 presents 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 the longest 90th percentile ETE values (for the 2Mile Region, 5Mile Region or entire EPZ) to increase by 25% or 30 minutes, whichever is less. All base ETE values are greater than 2 hours; 25 percent of these base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating. Those percent population changes which result in a 90th percentile ETE change greater than or equal to 30 minutes are highlighted in red below - a 16% increase in the EPZ population. Duke Energy will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 16% or more, an updated ETE analysis will be needed.
M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could potentially impact ETE.
Possible improvements to ETE are further discussed below:
Reducing or prolonging the trip generation time an hour has no impact to the 90th and 100th percentile ETE since congestion within the EPZ dictates ETE (Section M.1).
Nonetheless, public outreach could be considered to inform people within the EPZ to mobilize quicker.
Increasing the percent shadow evacuation has a significant impact on ETE (Section M.2). As such, public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not.
Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of population growth.
Catawba Nuclear Station                          M2                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                        Rev. 0

Table M1. Evacuation Time Estimates for Trip Generation Sensitivity Study Trip                             Evacuation Time Estimate for Entire EPZ Generation Period                     90th Percentile                     100th Percentile 3 hours 30 minutes                     4:20                                 6:15 4 hours 30 minutes (Base)                  4:20                                 6:15 5 hours 30 minutes                     4:25                                 6:15 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                        4:10                             5:55 13                   27,640                      4:20                             6:10 20 (Base)                42,524                      4:20                             6:15 40                   85,048                      4:30                             6:20 60                  127,571                      4:40                             6:50 80                  170,096                      5:00                             6:50 100                 212,620                      5:20                             7:25 Catawba Nuclear Station                             M3                                   KLD Engineering, P.C.
Evacuation Time Estimate                                                                                Rev. 0

Table M3. ETE Variation with Population Increase EPZ and 20%                         Population Change Shadow Permanent        Base 14%        15%        16%
Resident Population        348,533     397,327    400,812    404,298 ETE for 90th Percentile Population Change Region            Base 14%        15%        16%
2MILE            2:05       2:10       2:10        2:10 5MILE            2:20       2:25       2:25        2:25 FULL EPZ           5:35        6:00       6:00      6:05 th ETE for 100 Percentile Population Change Region            Base 14%        15%        16%
2MILE            4:30       4:35       4:35        4:35 5MILE            4:35       4:40       4:40        4:40 FULL EPZ           9:50       10:30      10:30      10:30 Catawba Nuclear Station                             M4                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                            Rev. 0

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 1.2 should be described.
: b. A map should be included that identifies primary features                     Yes         Figure 11, 32 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         Section 1.4, 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         Section 2.1, Section 3 large employers, and special events should be identified.
: c. Discussion should be presented on use of traffic control                      Yes         Section 1.1, Section 2.3, Section 9, plans in the analysis.                                                                   Appendix G
: d. Traffic simulation models used for the analyses should be                     Yes         Section 1.3, Appendix B, Appendix C identified by name and version.
Catawba Nuclear Station                                              N1                                                KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                              Rev. 0

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 - 4.5% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions
: a. The planning basis for the ETE includes the assumption            Yes        Section 2.3 - Assumption 1 that the evacuation should be ordered promptly and no                       Section 5.1 early protective actions have been implemented.
Section 8
: 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        Section 6, 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
: a. A map of EPZ with emergency response planning areas               Yes        Figures 31, 61 (ERPAs) should be included.
: 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.
Catawba Nuclear Station                                    N2                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                 Rev. 0

NRC Review Criteria                      Criterion Addressed                  Comments in ETE Analysis
: c. A table similar to Table 14, Evacuation Areas for a Staged           Yes        Tables 61, 75, H1 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, special facilities, schools -
EPZ, transients, special facilities, and schools.                                Section 3, 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        Section 3.1; 2010 Census data projected to growth to reflect population estimates to the year of the                        2018.
ETE.
: c. A sector diagram should be included, similar to Figure 21,            Yes        Figure 33 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        2.02 persons per vehicle - Table 13, or justification should be provided for other values.                            Appendix F
: b. Major employers should be listed.                                      Yes        Section 3.4, Appendix E - Table E4 c.
Catawba Nuclear Station                                         N3                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

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 313, 314 and Appendix E itemize itemized and totaled for each scenario.                                           the 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, see page 61
: 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 37 - transients of NUREG/CR7002, showing the population distribution                             Figure 39 - employees for the transient population.
2.2 Transit Dependent Permanent Residents
: a. The methodology used to determine the number of transit                 Yes        Section 3.6, Table 39 dependent residents should be discussed.
: b. Transportation resources needed to evacuate this group                  Yes        Section 8.1, Tables 81, 101 should be quantified.
Catawba Nuclear Station                                          N4                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

NRC Review Criteria                         Criterion Addressed                    Comments in ETE Analysis
: c. The county/local evacuation plans for transit dependent                   Yes        Sections 8.1, 10.1 residents should be used in the analysis.
: d. The methodology used to determine the number of                           Yes        Sections 3.9, 8.2 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 6 transportation resources. Bus seating capacity of 50%                               Sections 3.5, 3.9 8.1, 8.2 should be used or justification should be provided for higher values.
: f. An estimate of this population should be provided and                     Yes        Section 3.6, Table 39 - transit dependents information should be provided that the existing                                    Sections 3.9, 8.2 - special needs registration programs were used in developing the estimate.
: g. A summary table of the total number of buses,                             Yes        Section 3.9 Table 311 ambulances, or other transport needed to support                                    Section 82, Tables 81, 811 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.
2.3 Special Facility Residents
: a. A list of special facilities, including the type of facility,             Yes        Appendix E, Tables E1, through 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.
Catawba Nuclear Station                                            N5                                               KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                           Rev. 0

NRC Review Criteria                      Criterion Addressed                  Comments in ETE Analysis
: b. A discussion should be provided on how special facility                Yes        Sections 3.5, 3.7, 3.10 data was obtained.
: c. The number of wheelchair and bedbound individuals                     Yes        Section 3.5, Table 38 should be provided.
: d. An estimate of the number and capacity of vehicles                     Yes        Sections 3.5, 3.7, 3.10 needed to support the evacuation of the facility should be                       Tables 38, 310 provided.
: e. The logistics for mobilizing specially trained staff (e.g.,            Yes        Section 3.7, medical support or security support for prisons, jails, and                      Section 8.1, under Evacuation of Medical other correctional facilities) should be discussed when                          Faculties heading appropriate.
2.4 Schools
: a. A list of schools including name, location, student                    Yes        Section 3.7, Table 310 population, and transportation resources required to support the evacuation, should be provided. The source of this information should be provided.
: b. Transportation resources for elementary and middle                     Yes        Section 3.7, Table 310 schools should be based on 100% of the school capacity.
: c. The estimate of high school students who will use their                Yes        Section 3.7 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        Section 8.1, Figure 81 Catawba Nuclear Station                                         N6                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

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 3.8 includes information on the population, estimated duration, and season of the event.
: b. The special event that encompasses the peak transient               Yes        Section 3.8 population should be analyzed in the ETE.
: c. The percent of permanent residents attending the event              Yes        Section 3.8 should be estimated.
2.5.2 Shadow Evacuation
: a. A shadow evacuation of 20 percent should be included for            Yes        Section 2.2 - Assumption 2 areas outside the evacuation area extending to 15 miles                       Section 3.2, 7.1 from the NPP.
Figure 21, 71
: b. Population estimates for the shadow evacuation in the 10            Yes        Section 3.2, Table 35, Figure 35 to 15 mile area beyond the EPZ are provided by sector.
: c. The loading of the shadow evacuation onto the roadway               Yes        Section 5 - Table 58 (footnote) 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        Section 3.11, 3.12, 6 is based on the average daytime traffic. Values may be                        Tables 312, 313, 314, 63, 64 reduced for nighttime scenarios.
: b. Pass through traffic is assumed to have stopped entering            Yes        Section 2.3 - Assumption 11, 12 the EPZ about two hours after the inital notification.                        Section 3.11, 3.12, Table 63 (footnote),
Appendix G Catawba Nuclear Station                                      N7                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                   Rev. 0

NRC Review Criteria                     Criterion Addressed                 Comments in ETE Analysis 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 313, 314, 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.
: e. A legible map of the roadway system that identifies node              Yes        Appendix K, Figures K1 through K92 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 Catawba Nuclear Station                                        N8                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

NRC Review Criteria                      Criterion Addressed                  Comments in ETE 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.
3.4 Adverse Weather
: a. The adverse weather condition should be identified and                 Yes        Table 21, Section 2.3 - Assumption 15 the effects of adverse weather on mobilization time                              Mobilization time - Table 22 should be considered.
: 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                   No         Not applicable streets and driveways, when applicable.
Catawba Nuclear Station                                         N9                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

NRC Review Criteria                    Criterion Addressed                 Comments in ETE Analysis 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.
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 17 Catawba Nuclear Station                                       N10                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

NRC Review Criteria                        Criterion Addressed                  Comments in ETE Analysis
: b. Discussion should be provided on the time and method                      Yes used to notify transients. The trip generation time                                Section 5.4.3 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 3.8 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 58 should be integrated and loaded onto the transportation network with the general public.
4.1.2 Transit Dependent Residents
: a. If available, existing plans and bus routes should be used                Yes       Section 10.1 - Preestablished bus routes in the ETE analysis. If new plans should be developed with                         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.                                                                       102, Table 101
: b. Discussion should be included on the means of evacuating                  Yes       Sections 8.1, 8.2 ambulatory and nonambulatory residents.
: c. The number, location, and availability of buses, and other                Yes       Section 8.1, Table 81 resources needed to support the demand estimation should be provided.
: d. Logistical details, such as the time to obtain buses, brief               Yes       Section 8.1, Figure 81 drivers, and initiate the bus route should be provided.
Catawba Nuclear Station                                           N11                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

NRC Review Criteria                     Criterion Addressed                  Comments in ETE Analysis
: e. Discussion should identify the time estimated for transit              Yes       Section 8.1, page 86, Section 101 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 8.1 passengers should be discussed.
: g. A map of bus routes should be included.                                Yes       Figure 102
: h. The trip generation time for nonambulatory persons                    Yes       Section 8.2 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.
: i. Information should be provided to supports analysis of                Yes       Sections 8.1, 8.2 return trips, if necessary.                                                     Tables 85, 86, 87, 812 Figure 81 4.1.3 Special Facilities
: a. Information on evacuation logistics and mobilization times             Yes       Section 8.1, Tables 81, 82, 85, 88 should be provided.
: b. Discussion should be provided on the inbound and                       Yes       Section 8.1 outbound speeds.
: c. The number of wheelchair and bedbounds individuals                    Yes       Section 8.1, Tables 38, 81, 88, 89, 810 should be provided, and the logistics of evacuating these residents should be discussed.
: d. Time for loading of residents should be provided                       Yes       Sections 8.1 Catawba Nuclear Station                                        N12                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

NRC Review Criteria                      Criterion Addressed                 Comments in ETE Analysis
: e. Information should be provided that indicates whether                   Yes       Section 8.1 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       Sections 8.1 vehicles should be provided.
: g. Discussion should be provided on whether special facility               Yes       Section 8.1 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 8.1. Tables 88 through 810.
time elements for the return trips.
4.1.4 Schools
: a. Information on evacuation logistics and mobilization time               Yes       Section 8.1 should be provided.
: b. Discussion should be provided on the inbound and                        Yes       School bus routes are presented in Table outbound speeds.                                                                 102.
School bus speeds are presented in Tables 82 through 84.
Outbound speeds are defined as the minimum of the evacuation route speed and the State school bus speed limit.
Inbound speeds are limited to the State school bus speed limit.
: c. Time for loading of students should be provided.                        Yes       Section 8.1 Tables 82 through 84 Catawba Nuclear Station                                         N13                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                     Rev. 0

NRC Review Criteria                     Criterion Addressed                  Comments in ETE Analysis
: d. Information should be provided that indicates whether                  Yes       Section 8.1 - page 85 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       Destinations are the pickup points and should be provided.                                                             reception centers.
Table 103
: f. If used, reception centers should be identified. Discussion            Yes       Table 103. Students are evacuated to should be provided on whether students are expected to                          pickup points or reception centers where pass through the reception center prior to being                                they will be picked up by parents or evacuated to their final destination.                                           guardians.
: g. Supporting information should be provided to quantify the              Yes       Tables 82 through 84 provide time time elements for the return trips.                                             needed to arrive at pickup points/reception centers, which can be used to compute a second wave evacuation 4.2 ETE Modeling
: a. General information about the model should be provided                 Yes       DYNEV II System (Ver. 4.0.19.2). Section and demonstrates its use in ETE studies.                                        1.3, Table 13, Appendix B, Appendix C Catawba Nuclear Station                                        N14                                           KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                    Rev. 0

NRC Review Criteria                        Criterion Addressed                 Comments in ETE Analysis
: 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.
Catawba Nuclear Station                                           N15                                            KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0

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 78 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 Catawba Nuclear Station                                              N16                                          KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                         Rev. 0

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 public
: 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       Sections 8.1, 8.2 special facilities, transit dependent, and school                                Tables 82 through 810 populations.
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       Section 13, Appendix M time should be provided.
: b. A statement or discussion regarding presentation of                     Yes       Discussed with local authorities during enhancements to local authorities should be provided.                            the final meeting 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.
Catawba Nuclear Station                                         N17                                             KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                       Rev. 0

NRC Review Criteria                      Criterion Addressed                     Comments in ETE Analysis
: b. Information should be provided on any unresolved issues                 Yes          Discussed with local authorities during that may affect the ETE.                                                            the final meeting 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 103 should be provided.
: b. If return trips are required, assumptions used to estimate              Yes          Sections 8.1 discuss 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 5f 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 _________________________
Catawba Nuclear Station                                         N18                                              KLD Engineering, P.C.
Evacuation Time Estimate                                                                                                        Rev. 0}}