Text

Evacuation Time Estimates for Plant Plume Exposure Pathway Emergency Planning Zone
	ML13246A050
Person / Time
Site:	Sequoyah
Issue date:	08/31/2013
From:	; ARCADIS
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML13246A050 (203)
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0. ARCADIS Infrastructure Water Environment Buildings Imagine the result Evacuation Time Estimates for Sequoyah Nuclear Power Plant Plume Exposure Pathway Emergency Planning Zone August 2013

ARCADIS Evacuation Time Estimates for Sequoyah Nuclear Power Plant Plume Exposure Pathway Emergency Planning Zone Prepared for:

Tennessee Valley Authority Chattanooga, Tennessee Prepared by:

ARCADIS U.S., Inc.

10352 Plaza Americana Drive Baton Rouge Louisiana 70816 Tel 225 292 1004 Fax 225 218 9677 Our Ref.:

TM120006.0001 Date:

August 2013 This document is intended only for the use of the individual or entity for which it was preparedand may contain information that is privileged, confidential and exempt from disclosure underapplicable law. Any dissemination, distribution or copying of this document is strictly prohibited.

ARCADIS Table of Contents Executive Summary vi

1. Introduction 1-1 1.1 General 1-1 1.2 Site Location and Emergency Planning Zone 1-2 1.3 Designated Reception Centers 1-3 1.4 Overview of Changes from Previous (2001) ETE Study 1-4

2. Methodology and Assumptions 2-1 2.1 Sources of Data and General Assumptions 2-1 2.2 Interaction with Agencies 2-3 2.3 Summary of Methodology for Traffic Simulation 2-4 2.4 Conditions Modeled 2-4 2.4.1 Weekday 2-5 2.4.2 Weeknight 2-5 2.4.3 Weekend 2-6

3. Population and Vehicle Demand Estimation 3-1 3.1 Permanent Residents 3-1 3.1.1 Auto-Owning Permanent Population 3-1 3.1.2 Transit Dependent Permanent Population 3-2 3.2 Seasonal Residents 3-2 3.3 Transient Population 3-2 3.4 Special Facilities Population 3-4 3.4.1 Medical, Nursing Care, and Correctional Facilities 3-4 3.4.2 Schools and Daycare 3-5 3.5 Emergency Response Planning Area Population Totals 3-5 3.6 Transportation Resources 3-5

4. Evacuation Roadway Network 4-1 4.1 Network Definition 4-1 swuoyah -ete- verl4.docx

ARCADIS Table of Contents 4.2 Evacuation Route Descriptions 4-1 4.3 Characterizing the Evacuation Network 4-1

5. Evacuation Time Estimate Methodology 5-1 5.1 Evacuation Analysis Cases 5-1 5.2 Initial Notification 5-3 5.3 Transportation-Dependent Population 5-3 5.4 Evacuation Preparation Times and Departure Distributions 5-3 5.4.1 Permanent and Seasonal Population 5-4 5.4.2 Transient Population 5-4 5.4.3 Special Facilities 5-5 5.5 Evacuation Simulation 5-6 5.5.1 General Structure 5-6 5.5.2 Simulation Process 5-8

6. Analysis of Evacuation Times 6-1 6.1 Evacuation Time Estimate Summary 6-1 6.2 Comparison with Previous Study 6-1 6.3 Keyhole Evacuation Scenarios 6-2 6.4 Staged Evacuation Scenarios 6-2 6.5 TEMA Sector Evacuation Scenarios 6-3 6.6 Sensitivity to Population Growth and Roadway Impact 6-13 6.6.1 Population Growth 6-13 6.6.2 Roadway Impact 6-14 6.7 Performance Metrics for Simulation Model 6-15 6.8 ETE for Transit-Dependent, Special Facilities, and Schools 6-18 6.9 Special Event 6-24

7. Traffic Control Recommendations 7-1 7.1 General 7-1

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ARCADIS Table of Contents 7.2 Evacuation Access Control Locations 7-1 7.3 Traffic Management Locations and Tactics to Facilitate Evacuation 7-1 Tables Table E-1 Evacuation Time Estimate Summary for Sequoyah EPZ viii Table 1-1 Permanent Resident Population inthe Sequoyah EPZ 1-8 Table 1-2 Designated Reception Centers for Evacuation 1-9 Table 1-3 ETE Comparison 1-10 Table 3-1 Resident Population and Vehicle Demand by EPZ Subarea 3-6 Table 3-2 Transient Population and Vehicle Demand Within the Sequoyah EPZ 3-7 Table 3-3 Population and Vehicle Demand for Schools and Special Facilities inthe Sequoyah EPZ 3-9 Table 3-4 Summary of Population and Vehicle Demand Within the Sequoyah EPZ 3-11 Table 3-5: Summary of Transportation Resources 3-13 Table 4-1 Sequoyah EPZ Primary Evacuation Routes 4-3 Table 5-1 Potential Evacuation Areas for Sequoyah EPZ 5-2 Table 6-1 Evacuation Time Estimate Summary for Sequoyah EPZ 6-4 Table 6-2 Evacuation Time Estimates for Partial EPZ Scenarios (2-Mile Zone Plus 5-Mile Downwind, Unstaged) 6-5 Table 6-3 Evacuation Time Estimates for Partial EPZ Scenarios (2-Mile Zone Plus 10-Mile Downwind, Unstaged) 6-7 Table 6-4 Evacuation Time Estimates for Staged EPZ Scenarios (2-Mile Zone, then 5-Mile Downwind) 6-10 Table 6-5 Evacuation Time Estimates for TEMA Sectors 6-12 Table 6-6 Summary of Network Performance (Full 10-Mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-7 ETE for Special Facilities, Sequoyah EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-20 Table 6-8 ETE for Schools and Daycares, Sequoyah EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-21 sequoyah -ete- ver14.doc=< iii

ARCADIS Table of Contents Table 7-1 Predicted Queuing at Major Intersections (Full 10-Mile EPZ, Winter Weekday, Normal Weather) 7-2 Figures Figure 1-1 Sequoyah Nuclear Plant Site Location 1-5 Figure 1-2 Sequoyah Nuclear Plant EPZ Area 1-6 Figure 1-3 Sequoyah Nuclear Plant Population Distributions by EPZ Sectors 1-7 Figure 4-1 Designated Evacuation Routes for Sequoyah EPZ 4-5 Figure 5-1 Departure Time Distributions for the Sequoyah EPZ 5-6 Figure 5-2 Evacuation Modeling and Simulation Using PTV Vision Suite 5-7 Figure 6-1 Stage 2 Departure Time Distributions for the Sequoyah EPZ 6-3 Figure 6-2 ETE Population Growth Sensitivity Analysis 6-14 Figure 6-3 Comparison of Traffic Flows Before and After Road Closure Scenario 6-15 Figure 6-4 Time Distribution of Vehicles on the Network (Full 10-Mile EPZ, Winter Weekday, Normal Weather) 6-17 Figure 6-5 Comparison of Vehicle Mobilization and Departure Rates (Total Vehicles 50,894) 6-18 Appendices A Geographical Boundaries of ERPAs B Transient and Special Facility Population Data C Population Data Maps D Roadway Network Map and Data Table E Telephone Survey of EPZ Residents (Results Summary and Survey Instrument)

F Maps of Average Speed by Hour on Sequoyah Road Network (Winter Day, Normal Weather, Full EPZ) sequoyah - ete- ver14.doci iv

ARCADIS Table of Contents List of Acronyms and Abbreviations ADT Average daily traffic BAO ESRI Business Analyst Online SQN Sequoyah Nuclear Plant EAS Emergency Alert System EPZ Exposure Pathway Emergency Planning Zone ERPA Emergency Response Protection Area ETE Evacuation Time Estimate GIS Geographic Information System GPS Global Positioning System LOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation TAR Tone Alert Radios WC Wheelchair sequoyah - ete- ver14.docV V

Sequoyah Nuclear Power VP ARCADIS Plant Evacuation Time Estimates Executive Summary This report documents the methodology and data compiled for the Evacuation Time Estimate (ETE) study prepared by ARCADIS for the Sequoyah Nuclear Plant (SQN) in Hamilton County, Tennessee, near the cities of Soddy-Daisy and Chattanooga. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of SQN. The most recent previous study of evacuation time estimates for Sequoyah was performed in 2001. The present study was performed using population data from the 2010 U.S. Census.

PTV VisionTM software will be used to perform evacuation modeling for different scenarios.

The PTV Vision traffic simulation software package includes VISUM (macroscopic traffic simulation) and VISSIM (microscopic traffic simulation). VISUM is a comprehensive, flexible software system for transportation planning, travel demand modeling, and network data management. VISSIM is capable of performing detailed microscopic simulation of traffic and can model any type of traffic signal control and geometric configuration.

The road network used in the evacuation simulations consists of designated evacuation routes plus any additional roadways needed to accurately simulate conditions during an evacuation. Roadway capacities were determined using NAVTEQ TM digital data, updated by ARCADIS based on actual road and intersection data collected in the field in 2012.

Evacuees were generally assumed to proceed out of the Emergency Planning Zone (EPZ) via recommended evacuation routes and to make their way to designated reception centers after leaving the EPZ.

The EPZ for SQN includes portions of two counties in Tennessee (Hamilton and Bradley).

The resident population of the Sequoyah EPZ is estimated at 95,318 permanent residents.

Based on housing data from the 2010 U.S. Census, there are 368 seasonal housing units in the EPZ, with an estimated 897 seasonal (summer) residents. The 2010 U.S. Census data at block level was used to determine population in each EPZ subarea.

The transient population, which includes larger workplaces, recreational facilities, and motels, was estimated at 13,449 persons for a winter weekday and 13,507 persons for a summer weekday. The special facilities population, including assisted living, nursing homes, and hospitals, was estimated at 736 persons for weekday scenarios. The estimated population of schools and daycare centers for a winter weekday is 18,380, including students and staff. These population estimates include intrinsic double-counting, as some persons in the transient and special facility populations are also included in the permanent equoyah - ete-ver14.doce vi

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates and seasonal resident counts. Thus, evacuation times using these population figures are considered conservative.

Vehicle demand for the resident population was developed based on estimated vehicle occupancy, using data obtained from a telephone survey of EPZ residents. The vehicle occupancy factor estimated from survey responses is 2.11 persons per vehicle, which represents 1.5 vehicles per household. For the 2001 study, vehicle occupancy was 2.2 persons per vehicle.

Vehicle demand for the transient population was estimated using vehicle occupancy factors ranging from 1.0 person per vehicle for the workforce population up to 3.0 persons per vehicle for some recreational areas. Vehicle demand for the school population was based on bus occupancy of 55 students. For nursing homes, vehicle occupancy is 20 persons per bus or van for residents, and two persons per ambulance for non-ambulatory patients. For nights and weekends, all facility staff would accompany patients; during weekdays, one vehicle per person was assigned for additional staff. Total vehicle demand for all population categories ranges from 48,903 (summer day) to 51,369 (winter weekend).

Vehicle demand was also assigned to account for the potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population within this region is 178,745. It was assumed that 20 percent of the population in this region would evacuate. The occupancy factor for EPZ residents (2.11 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 16,943 vehicles.

Evacuation times were estimated for evacuation of the entire EPZ for winter weekday (daytime and evening), winter weekend day, summer weekday (daytime and evening), and summer weekend day cases under fair weather conditions. The weekday daytime cases were also evaluated for adverse weather conditions (snow and rain, respectively, for winter and summer). Evacuation times were also estimated for one Special Event, a summer weekend fair that takes place in Hamilton County, Tennessee.

A "staged evacuation" scenario was also evaluated for the winter daytime case. Under this scenario, only the population within the 2-mile zones closest to SQN would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile zones has cleared. The purpose of this scenario is to assess the potential reduction in evacuation times that might be achieved for the population at greatest risk.

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Simulations were also performed to assess the potential impact of population growth on predicted evacuation times. This sensitivity analysis is used to define a threshold population figure that would trigger another ETE update study.

ETEs for vehicles to depart from the 2-mile zone, 5-mile zone, and for the full 10-mile EPZ are summarized in Table E-1. The 90 percent evacuation times for normal weather scenarios are under 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months . Adverse weather scenarios typically add 30 to 55 minutes to the 100% evacuation time with a maximum ETE slightly less than 6 hours6.944444e-5 days 0.00167 hours 9.920635e-6 weeks 2.283e-6 months . The time to evacuate 90 percent of the inner 2-mile zone by itself is 100 to 110 minutes shorter than the time to evacuate 90 percent of the full EPZ. Results for "keyhole" evacuation scenarios (inner 2-mile zone plus downwind zones to 10 miles) indicate that Zone C-7, which includes the City of Harrison (State Highway 58 SB), takes the longest time to evacuate. Most traffic congestion in the EPZ is predicted in Soddy-Daisy and Harrison, Tennessee.

Table E-1 Evacuation Time Estimate Summary for Sequoyah EPZ Summer Winter Midweek Daytime Weekend WeedWeekend.Eenn Evening Midweek Daytime Daytime Evening Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes) 2-Mile Zone 1:55 2:10 1:55 1:55 1:55 2:20 1:55 1:55 5-Mile Zone 2:55 3:20 3:00 3:05 3:00 3:35 3:00 3:00 10-Mile EPZ 3:35 3:50 3:40 3:35 3:40 4:10 3:40 3:35 100 Percent Evacuation of Affected Areas (hours:minutes) 2-Mile Zone 3:35 4:05 3:05 3:05 3:30 4:15 3:05 3:05 5-Mile Zone 3:50 4:20 4:00 4:15 3:55 4:40 3:55 3:55 10-Mile EPZ 5:00 5:30 5:15 5:00 5:00 5:55 5:05 5:00 sequoyah -etr- ver14.docx viii

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates

1. Introduction 1.1 General Evacuation time studies analyze the manner in which the population within the Plume Exposure Pathway Emergency Planning Zone (EPZ) surrounding a nuclear power plant site would evacuate during a radiological emergency. Evacuation time studies provide licensees and state and local governments with site-specific information helpful for protective action decision-making. The studies estimate the time necessary to evacuate the EPZ for a range of evacuation scenarios. Analysis of the evacuation simulation results also identifies locations where traffic management and control measures can facilitate the evacuation, and may identify unique evacuation constraints or conditions.

Estimates of the time required to evacuate from areas around nuclear power plant sites are required for all operating plants in the United States. Federal guidance has been prepared to outline the format and content of these evacuation time estimates (NUREG-0654, Rev. 1,1 NUREG/CR-4831,2 and NUREG/CR-7002 3 ).

Evacuation time estimate (ETE) studies were last updated for the Sequoyah Nuclear Plant (SQN) Plume Exposure Pathway EPZ in 2001.4 The guidance presented in NUREG/CR-7002 indicates that the evacuation time estimates should be updated as 1 Criteriafor Preparationand Evaluation of RadiologicalEmergency Response Plans and Preparednessin Support of Nuclear PowerPlants, NUREG-0654, FEMA-REP-1, Rev. 1, U.S.

Nuclear Regulatory Commission, Federal Emergency Management Agency, November 1980.

2 State of the Art in Evacuation Time Estimate Studies for Nuclear Power Plants, NUREG/CR-4831, T. E. Urbanik and J. D.Jamison, Pacific Northwest Laboratory, U.S. Nuclear Regulatory Commission, March 1992.

3 Criteriafor Development of Evacuation Time Estimate Studies, NUREG/CR-7002, J. Jones and F. Walton, Sandia National Laboratories, and B.Wolshon, Louisiana State University, November 2011.

4 Tennessee Multi-JurisdictionalRadiologicalEmergency Response Plan for the Sequoyah Nuclear Plant, Tennessee Emergency Management Agency, March 2010.

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates local conditions change, but at least once each decade, following release of the federal census. The current update study was prompted by the issuance of revised ETE guidance (CR-7002) and the availability of population data from the 2010 U.S. Census.

Census data indicate that the population residing within the EPZ for SQN increased by 12,961 between 2000 and 2010, which represents a 16 percent population increase.

(Population data are discussed further in Section 1.4.)

The evacuation time estimates have been developed using current population, local roadway network characteristics, and the PTV VisionTM traffic simulation software package to perform evacuation modeling for various scenarios. PTV Vision includes the VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation) models. Evacuation times have been estimated for various areas, times, and weather conditions, as outlined in CR-7002. These evacuation times represent the times required for completing the following actions:

" Public notification

Preparation and mobilization

Actual movement out of the EPZ (i.e., on-road travel time, including delays associated with vehicle queuing) 1.2 Site Location and Emergency Planning Zone This report describes the analyses undertaken, and the results obtained, in a study to update the existing evacuation time estimates for SQN. The emergency response plan is designed to protect the health and safety of the public in the event that an evacuation is ordered as a protective action in response to an accident at SQN.

SQN is located in Hamilton County, Tennessee, about 15 miles northeast of the city of Chattanooga and 7 miles east of Soddy-Daisy. The site location is shown on Figure 1-

1. The plume exposure pathway EPZ is the geographic area surrounding a nuclear power plant within which the Nuclear Regulatory Commission (NRC) requires advance planning for evacuation or other short-term protective actions in the event of a radiological emergency. The Sequoyah EPZ consists of the area within approximately a 10-mile radius of SQN, as shown on Figure 1-2. The EPZ includes portions of two counties in Tennessee (Hamilton and Bradley). Hamilton County accounts for more than one-half of the total EPZ area.

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates The Sequoyah EPZ is subdivided into a total of 28 sectors or subareas, or Emergency Response Protection Areas (ERPAs). These ERPAs are the basic units for which protective action recommendations are issued. Subarea boundaries often follow geographic or political (township) boundaries, and reflect distance and direction from SQN. The distance ranges of concern are 0 to 2 miles, 2 to 5 miles, and greater than 5miles. EPZ and ERPA boundaries are shown on Figure 1-1. Appendix A contains boundary descriptions of the ERPAs.

A listing of the 2010 permanent resident population by ERPA within the Sequoyah EPZ is shown on Figure 1-3 (a sector diagram is provided in Appendix C). About 10 percent of the EPZ's 95,318 residents are located in ERPA D-5, which includes the city of Hixson. Seven other ERPAs (A-3, C-6, C-7, C-8, D-2, D-3, and D-6) have more than 5,000 residents. The city of Soddy-Daisy is split between ERPAs A-3 and D-3; residential areas of Harrison and Ooltewah are split between ERPAs C-6, C-7, and C-8; and the residential areas of both Hixson and Lakesite are split between ERPAs D-2 and D-6. ERPA B-6 is the most rural subarea, with fewer than 500 residents. Table 1-1 compares the EPZ population from the 2010 and the 2000 Census. The population residing in the EPZ grew by 12,961 between 2000 and 2010, which is an increase of 16 percent. The population of ERPA C-6 increased by more than 90 percent.

Major evacuation roadways in the EPZ include Interstate Highway 75; U.S. Highways 27, 64, and 11; and State Highways 58, 60, 111, and 312. The Tennessee River crosses the EPZ from the northeast to the southwest, acting as a natural barrier separating evacuation routes east and west of the EPZ.

NRC guidance also requires consideration of potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population within this region is 178,745. Most of this population resides in the southern portion of the EPZ, near the city of Chattanooga. It was assumed (based on NRC guidance in CR-7002) that 20 percent of the population in this region would evacuate. The occupancy factor for EPZ residents (2.11 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 16,943 vehicles.

1.3 Designated Reception Centers The Sequoyah emergency response evacuation plan directs residents of communities within the EPZ to evacuate to specified reception centers. If evacuation is initiated sequoyah -ete- vet14.d=oc- 1-3

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates while schools are in session, students will be transported directly to designated host schools, and families are instructed to meet up with the students at those locations.

The designated reception centers for ERPAs within the Sequoyah EPZ are Chattanooga High School, Orchard Knob Middle School, Howard School of Academics and Technology, Dalewood Middle School, East Ridge Middle School, East Ridge High School, Brainerd High School, Ocoee Middle School, Meigs County High School, Rhea Central Elementary School, Rhea County High School and Sequatchie County High School. The preferred reception center for each ERPA is listed in Table 1-2. (Some ERPAs may evacuate differently, depending upon the prevailing wind direction.) The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as evacuation routes from individual communities to designated reception centers. The roadway network is designed to utilize all available major roadways, with traffic flow directed radially outward from SQN toward the EPZ boundaries. The roadway network is described in detail in Section 4.

1.4 Overview of Changes from Previous (2001) ETE Study The changes in residential population within the EPZ are summarized in Table 1-1.

The revised NRC guidance and newly acquired data led to a number of other changes in the ETE methodology and assumptions. Table 1-3 provides a summary comparing the main features and assumptions of the current study to the 2001 ETE study. The telephone survey of EPZ residents provides a new basis for estimating vehicle occupancy and departure times, while new NRC guidance has specified different assumptions regarding background and "shadow" traffic. The ETE methodology and assumptions for the current study are discussed in greater detail in subsequent sections of the report.

The increase in EPZ population, revised vehicle occupancy for residents (2.11 persons per vehicle, based on survey responses), revised departure times for schools and special facilities (no "early warning"), and revised departure time curves for residents (based on survey responses and estimated time for warning diffusion) are expected to have the greatest influence on estimated evacuation times. The "shadow evacuation" adds vehicle demand of 16,943 vehicles in the area immediately outside the EPZ. One special event scenario was added. Each of these issues is discussed in more detail in following sections of the report.

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Sequoyah Nuclear Power 0, ARCADIS Plant Evacuation Time Estimates Table 1-1 Permanent Resident Population in the Sequoyah EPZ ERPA Census 2000a Census 2010a Percent Change 0 to 2 miles A-1 1,202 1,257 4.6%

B-1 1,438 1,501 4.4%

C-1 1,975 1,939 -1.8%

D-1 1,295 1,613 24.6%

2 to 5 miles A-2 1,091 1,277 17.0%

A-3 6,032 7,266 20.5%

B-2 1,358 1,517 11.7%

B-5 736 850 15.5%

C-2 4,510 4,887 8.4%

D-2 6,766 7,379 9.1%

5 to 10 miles A-4 797 723 -9.3%

A-5 1,362 1,681 23.4%

A-6 2,073 2,883 39.1%

B-3 1,356 1,534 13.1%

B-4 459 650 41.6%

B-6 313 258 -17.6%

B-7 634 626 -1.3%

B-8 2,387 2,903 21.6%

C-3 1,780 2,949 65.7%

C-4 1,253 1,492 19.1%

C-5 1,217 1,380 13.4%

C-6 3,094 5,892 90.4%

C-7 5,660 7,090 25.3%

C-8 6,083 6,186 1.7%

D-3 6,154 6,647 8.0%

D-4 3,820 4,079 6.8%

D-5 10,920 11,989 9.8%

D-6 6,592 6,870 4.2%

Sequoyah EPZ Total 82,357 95,318 15.7%

Sources: a) 2000 and 2010 U.S. Census data (block level) sequoyah - ete- verl4.doc1 1-8

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 1-2 Designated Reception Centers for Evacuation ERPA Reception Center A-i, A-2, A-5, A-6 Rhea Central Elementary School A-3 Rhea County High School A-4 Sequatchie County High School B-i, B-2, B-3, B-4, B-5 Meigs County High School B-6, B-7, B-8, C-4, C-5 Ocoee Middle School C-1, C-2 Brainerd High School C-3, C-6 East Ridge High School C-7 East Ridge Middle School C-8 Dalewood Middle School D-i, D-2, D-6 Chattanooga High School D-3 Orchard Knob Middle School D-4, D-5 Howard School of Academics and Technology sequoyah - et-ver4.doc- 1-9

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 1-3 ETE Comparison ETE Element 2001 ETE Study Current Study Permanent residents

- Total population - 82,921 - 95,318

- Vehicle occupancy - 2.2 - 2.11 (persons per vehicle)

Transit dependent

- Population estimate - Residents need to ride with - 1,430 persons, 98 disabled, 24

- Number of vehicles neighbors/friends or call bed-ridden local emergency officials for assistance - 47 buses

- 35 wheelchair bus/van

- 10 ambulances Transient facilities (Winter day/summer day)

- Estimated population - 24,300 - 13,449/13,507

- Vehicle demand - 3.0 - 8,956/7,753

- Adjust for double-count - No adjustment - Adjust for retail facilities Special facilities (Winter weekday)

- Estimated population - Not explicitly provided in - 736

- Number of buses, vans the report. - 39 buses

- Ambulance, other - Assumed enough resources available - 23 wheelchair bus

- 12 ambulances Schools / Daycare - 14,460 (excluding daycare, (Winter weekday)

- Staff & Student which was not tabulated) 18,380 population - 166 buses / 6 mini buses - 314 buses

- Number of buses Background traffic None Average traffic by time of day Shadow evacuation None 20 percent of resident population (assumed basis) outside designated zones Special event(s) None Soddy-Daisy 4th of July Celebration or Hamilton County Fair Scenarios - Normal and Adverse - Weekday (winter, summer) weather conditions - Weeknight (winter, summer)

- Weekend (winter, summer)

- Adverse weather weekday only

- Staged evacuation (weekday) smquoyah -ete- ver4.docx 1-10

Sequoyah Nuclear Power

0. ARCADIS Plant Evacuation Time Estimates Table 1-3 ETE Comparison ETE Element 2001 ETE Study Current Study Adverse weather 25% additional time was added Snow for winter, rain for summer Evacuation model name and Not stated PTV Vision VISUM 11.5, VISSIM 5.3 version Departure times - Source not stated - Warning based on literature

- Residential based on survey

- Transient based on survey

- Specials notified with public Evacuation times Estimates for 100% Estimates provided for 90 and 100%

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Sequoyah Nuclear Power 07 ARCADIS Plant Evacuation Time Estimates

2. Methodology and Assumptions 2.1 Sources of Data and General Assumptions The following data sources were reviewed and assumptions made to develop the appropriate population and roadway databases used for the evacuation analysis:

Population estimates for permanent residents were developed from 2010 U.S.

Census Bureau data.

" Population estimates for seasonal residents were developed from 2010 U.S.

Census Bureau data on housing units. Census data identify the number of seasonal housing units (vacant housing units for "seasonal or occasional use") at different geographic levels (e.g., by township, census tract, block group, block). A conservative estimate of seasonal population was developed by assigning three persons and two vehicles per seasonal housing unit.

Population estimates for major employers were developed from the ESRI list and the facility list from the 2001 study report. ARCADIS conducted internet searches and obtained information from the Tennessee Valley Authority (TVA), Tennessee Emergency Management Agency (TEMA), and counties to estimate facility employment and staffing levels for various scenarios. Only facilities with potential staffing level of at least 50 persons per work shift were pursued.

" Information relating to hotels, motels, and recreational facilities was obtained from tourism websites and the 2001 study report. For parks, visitation information was obtained from the counties.

" Current population estimates for schools were obtained primarily from county emergency response agencies.

" Lists of hospitals, rest homes, and incarceration facilities were obtained from each county emergency management agency.

The staffing levels at SQN reflect estimated peak personnel on site and were provided by TVA.

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Initial estimates of roadway characteristics were obtained from the NAVTEQ database. Roadway geometric and operational data were compiled based on field surveys performed by ARCADIS in 2012.

" Average traffic volumes by time of day for weekdays and weekends for designated evacuation routes were obtained from state and county transportation agencies.

These data were used to assign background traffic volumes for the roadway network. It was assumed that access control would be established within 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months following public notice to evacuate.

Preparation and mobilization times for the permanent resident population were developed based on the results of a telephone survey, combined with published time estimates for warning diffusion. The survey provided estimates of the time to depart from home following notification, and commuting times for household members who would return from work before departing.

Departure times for transient facilities were estimated assuming relatively prompt evacuation of most workplaces and recreational facilities after notification is received. The distribution of departure times also reflects information gathered from the telephone survey of EPZ residents, as discussed in Section 3.

The evacuation time estimates represent the time required to evacuate the Sequoyah EPZ and designated analysis areas and include the time required for initial notification.

Evacuation time estimates are presented for 90 percent and 100 percent of evacuating vehicles. It is assumed that all persons within the EPZ area will evacuate. For the 100 percent evacuation time, evacuation of the EPZ will be considered complete after all evacuating vehicles are outside of the EPZ or analysis area.

" The general public will evacuate using designated evacuation routes and will proceed to the reception centers listed in Table 1-2 after leaving the EPZ. When schools are in session, children attending school will be transported directly to designated host schools.

It is assumed that existing lane utilization will prevail during the evacuation. Traffic control signals will be overridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It is also assumed that sequoyah -ete- ver14.doox 2-2

Sequoyah Nuclear Power 0, ARCADIS Plant Evacuation Time Estimates state and municipal personnel will restrict unauthorized access into the EPZ, consistent with existing traffic management plans.

The evacuation analysis cases are described in Section 2.3 and represent a range of conditions, in accordance with guidance presented in CR-7002. These cases have been chosen to provide information for an appropriate range of conditions (i.e., low, typical, and high population; fair and adverse weather) to guide the protective action decision-making process.

" Vehicle occupancy rates used for the various population categories are as follows:

- Permanent residents: 2.11 persons per vehicle, based on telephone survey results

- Major places of employment: 1 vehicle per employee

- Motels: 1 vehicle (1 to 2 persons) per occupied room

- Recreational areas: 1 vehicle (3 persons) per campsite; 1.5 persons per vehicle at shopping malls, visitor centers, and museums

- Schools: 55 students and 3 staff per bus; 1 vehicle per additional staff person

- Hospitals/nursing homes/correctional facilities: 2 persons per ambulance/medical van for non-ambulatory patients and 20 persons per bus or van for ambulatory residents

- Transit dependent general population: 28 persons per bus for ambulatory residents (50 percent of the 55 persons assumed for schools), 2 per ambulance or 3 per wheelchair (WhC) bus/van for non-ambulatory.

" The transit dependent population will be evacuated by bus, wheelchair bus, van or ambulance through efforts coordinated by state and municipal emergency preparedness officials.

Adverse weather refers to moderate to heavy rainstorms for summer conditions and a moderate snowstorm for winter conditions.

2.2 Interaction with Agencies Emergency management agencies responsible for planning and implementing the emergency response procedures during a radiological emergency were consulted during the development of this ETE study. The Tennessee Emergency Management Agency (TEMA) and emergency agencies for Hamilton and Bradley Counties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and the transit dependent general public. TEMA and the county agencies reviewed the draft report and the facility databases used in this study. Representative background traffic sequoyah - ete-ve14.d=c 2-3

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates volumes for the EPZ roadway network were obtained from state and county transportation agencies.

2.3 Summary of Methodology for Traffic Simulation The evacuation time estimates developed for the Sequoyah EPZ are based upon a time distribution of evacuation events as opposed to a summation of sequential events.

This methodology assumes that the various time components in an evacuation (i.e.,

the time associated with preparation, mobilization, etc.) overlap and occur within certain time ranges. The time distribution approach is based upon assumptions consistent with the NRC guidance of CR-7002.

Trip generation times are used to develop vehicle loading curves for different population types within the permanent, transient, and special facility populations. A trip generation time consists of two main components: warning diffusion time and mobilization time. Warning diffusion time is the time it takes for people to receive an emergency notification. The type of warning systems employed in the EPZ, such as an emergency alert system (EAS), sirens, and tone alert radios (TARs), affects the distribution of warning times. Availability of more warning systems leads to faster warning diffusion to the public.

Mobilization time is the time between the receipt of notification and when individuals leave for evacuation. Mobilization time depends on the type of population and activity.

Warning diffusion time and mobilization time distributions are used to develop composite loading distribution or trip generation curves for different population segments. Trip generation times for transit-dependent facilities, special facilities, and schools were developed separately from those for the general public.

2.4 Conditions Modeled Pursuant to the guidance in CR-7002 and NUREG-0654, Rev. 1, evacuation time estimates have been prepared for a range of temporal, seasonal, and weather conditions. Estimates have been prepared for weekday, weeknight, and weekend scenarios during winter and summer. All scenarios are simulated with fair weather conditions; weekday scenarios are also simulated assuming adverse weather. Fair weather refers to conditions where roadways are clear and dry, and visibility is not impaired. Adverse weather during summer periods is defined as a rainstorm condition where visibility is impaired and roadway capacities and speeds are reduced by 10 percent and 15 percent, respectively. Adverse weather during winter periods is sequoyah - ete- vet 4.doc=- 2-4

Sequoyah Nuclear Power 07 ARCADIS Plant Evacuation Time Estimates defined as a snowstorm condition where roadway capacities and speeds are reduced by 15 percent and 35 percent, respectively.

The various population components that have been incorporated in the evacuation scenarios are summarized below.

2.4.1 Weekday This situation represents a typical weekday period with the workforce at a full daytime level. During winter, schools are in session. Vehicle demand estimates for weekday scenarios reflect the following conditions:

Most permanent residents within the EPZ will evacuate from their places of residence.

" Major work places are fully staffed at typical daytime levels.

" SQN employment is at an estimated peak daytime level, representative of operation during outage conditions.

Schools and daycares are at current enrollment.

Hospitals and nursing homes are at current enrollment or typical occupancy.

" Motel facilities are occupied at peak (winter or summer) levels.

Recreational facilities are at winter or summer weekday levels.

2.4.2 Weeknight This situation reflects a typical night period when most permanent residents are home and the workforce is at evening shift level. Assumptions of the population levels for this condition include the following:

Permanent residents within the EPZ will evacuate from their places of residence.

Major work places are at typical evening levels.

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Sequoyah Nuclear Power V ARCADIS Plant Evacuation Time Estimates

SQN employment is at an estimated peak nighttime level.

" Day schools and daycares are closed.

Hospitals and nursing homes are at current enrollment or typical occupancy, and staffing is at typical nighttime levels.

Motel facilities are occupied at (winter or summer) weekday levels.

Recreational facilities are at typical (winter or summer) evening levels.

2.4.3 Weekend The weekend scenario represents a daytime period when most residents are at home and major work places are at typical weekend levels. Assumptions of the population levels for this condition include the following:

" Residents within the EPZ will evacuate from their places of residence.

" Major work places are at typical weekend levels.

Day schools and daycares are closed.

Hospitals and nursing homes are occupied and staffed at weekend levels.

" Motel facilities are occupied at weekend (winter or summer) levels.

Recreational facilities are at (winter or summer) weekend levels.

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Sequoyah EPZ consisted of two primary steps. The first step was the determination of the number and distribution of the population to be evacuated. The second step was the determination of the appropriate number of vehicles for each of the population categories. Federal guidance (CR-7002) indicates that three population categories should be considered:

permanent residents, transients, and persons in schools and special facilities (such as medical facilities/nursing homes and daycare facilities).

The methodology used to develop the total population and vehicle demand estimates within the Sequoyah EPZ incorporates intrinsic double-counting. For example, a portion of the identified employees and visitors to recreational areas are also permanent residents within the EPZ. In addition, school children are counted in the resident population, but are also counted in the special facility population. While population and vehicle demand estimates incorporate some adjustments for double-counting, the estimates are considered to be conservative (i.e., they overestimate actual population and vehicle levels that may be in the area at any given time).

Population and vehicle demand estimates for each of the population categories are summarized below.

3.1 Permanent Residents Permanent residents are those persons identified by the census as having a permanent residence within the EPZ. The 2010 Census population data for census tracts, block groups, and blocks were used to determine the permanent resident population within the EPZ and within each municipality and ERPA. The allocation of the resident population to entry nodes on the roadway network was based on detailed census block maps.

An estimated 95,318 persons reside permanently within the Sequoyah EPZ. Table 3-1 presents the resident population and vehicle demand by ERPA.

3.1.1 Auto-Owning Permanent Population Vehicle demand associated with the permanent resident population was estimated based on telephone survey responses. The estimated occupancy factor is 2.11 persons per vehicle, which corresponds to 1.5 vehicles per household. Total vehicle demand for EPZ residents for winter scenarios is 45,174. "Shadow evacuation" of 20 sequoyah -ete- ver14.doc- 3-1

Sequoyah Nuclear Power 07 ARCADIS Plant Evacuation Time Estimates percent of the population residing outside the EPZ within 15 miles of SQN adds vehicle demand of another 16,943 vehicles.

For the 2001 ETE study, evacuation times were determined for vehicle demand assumption of 2.2 persons per vehicle. The prior study noted that this assumption was based on a standard value recommend by the Institute of Transportation Engineers (ITE).

3.1.2 Transit Dependent Permanent Population Emergency response plans specify that the transit dependent population will receive transportation assistance. The Bradley and Hamilton Radiological Emergency Response Plans include provisions for providing this assistance using school buses, mini-buses, and vans to the required households. None of the households surveyed for the telephone questionnaire were without vehicles or licensed drivers. However, NRC guidance (CR-7002) indicates that a range of 3 to 10 percent of residents may require transportation and that up to half of those residents without an available vehicle plan to evacuate with friends or neighbors. Given this data, the transit dependent population estimate is based on a conservative 1.5 percent value of the total permanent resident population, which represents about 1,430 residents. Approximately 122 of these individuals will require a wheelchair van or ambulance to evacuate, according to data provided by the county agencies.

3.2 Seasonal Residents The seasonal population category addresses those who reside in the EPZ on a temporary basis, particularly during the summer period. The 2010 U.S. Census of Population and Housing reports the number of vacant households classified as "for seasonal or occasional use." Census data identified 368 such housing units in the Sequoyah EPZ. Population and vehicle demand were estimated assuming three residents and two vehicles per household.

3.3 Transient Population The transient population segment includes persons in the workforce, hotels/motels, and recreational areas. Regional maps and mapping software were used to determine facility locations and assign entry nodes. Significant employers within the EPZ were identified using ESRI Business Analyst Online (BAO). BAO is a web-based analytical and mapping tool that facilitates location-specific queries about business and sequoyah -ete- ver14.docx 3-2

Sequoyah Nuclear Power VP ARCADIS Plant Evacuation Time Estimates demographic data. Data available on BAO includes information on business location and number of employees. ESRI extracts business data from a comprehensive list of businesses (more than 12 million U.S. businesses) licensed from Infogroup. ARCADIS used BAO to search for all employers with 50 or more employees located within an 10-mile radius of SQN. CR-7002 recommends consideration of "large employers" with 50 or more employees on a single shift.

The list from BAO was screened to eliminate businesses where workers do not remain on site (e.g., transportation and trucking companies, construction, real estate agents, home health care). Employment at schools and special facilities (e.g., hospitals, nursing homes) is generally tracked as part of the special facilities database. The reduced list was then reviewed to exclude facilities located outside the EPZ, and to determine the ERPA for those located in the EPZ. The new list of employers was compared to information provided by the county Emergency Management Agencies (EMAs).

Telephone calls were made to selected large employers to verify employment numbers and to estimate staffing levels during weekday, weeknight, and weekend periods.

Workforce numbers for SQN were provided by TVA and reflect the peak workforce during outage conditions.

Numbers of units and campsites for motels and recreational areas were obtained from the TripAdvisor website and state and county tourism websites. Seasonal occupancy was estimated based on capacity figures (e.g., number of campsites) and a telephone survey of selected facilities. State, county, and local agencies also provided visitation numbers for parks and campgrounds.

For purposes of estimating the total number of vehicles associated with the transient population segment, an occupancy factor of 1.0 employee per vehicle was used for most work places. For the hotel/motel and recreational populations, 1.0 vehicle (1.5 persons) per hotel/motel unit was assumed. For parks and campgrounds, 1.0 vehicle (3 persons) per campsite was assumed. Daytime park visitation numbers were generally obtained as numbers of vehicles, and an occupancy factor of 1.5 persons per vehicle was assumed. Campgrounds were assumed to be fully occupied during summer. Motels were assumed to be fully occupied for all scenarios.

Vehicle demand for selected recreational facilities was reduced in consideration of double-counting. These facilities include recreational clubs and other facilities that would be used predominantly by those residing within 10 to 20 miles. An adjustment sequoyah - ete- ver14.doc- 3-3

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates factor of 0.75 was applied, assuming that (a) roughly half of visitors reside in the EPZ, and (b) roughly half of EPZ residents would return home before evacuating. Similar adjustments were made for shopping centers and large retail outlets.

As a supplement to the BAO analysis, a database of employers maintained by the Census Bureau (Longitudinal Employer-Household Dynamics, or LEHD) was also utilized to estimate the number of persons working within the EPZ. The total workforce in each ERPA, as indicated by LEHD, was compared to the total workforce estimated from facility-based data, including employers, schools and daycares, health care institutions, retailers, and recreation facilities. Transient population was added for ERPAs where LEHD numbers were significantly higher than facility-based numbers.

The total LEHD adjustment for all scenarios was 884. Seventy-five percent of the LEHD adjustments were added to the weekday transient population, 15 percent to evening, and 10 percent to the weekend population. The largest adjustment was made to ERPA C-3.

Table 3-2 presents a summary of the transient population by ERPA for each scenario.

The transient population and associated vehicle demand are greatest for summer weekday scenario. Recreational facilities are located in ERPAs C-2, C-8, and D-6 along the Tennessee River. Population data and vehicle demand estimates for the transient population segment, including the workforce, hotels and motels, and recreational areas, are presented by facility in Appendix B.

3.4 Special Facilities Population The special facility population segment includes persons in schools, hospitals, nursing homes, and correctional facilities who will require transportation assistance during an evacuation. Most school facilities are located in the ERPAs with large residential populations. The special facilities population is summarized by ERPA in Table 3-3; data by facility is provided in Appendix B.

3.4.1 Medical, Nursing Care, and Correctional Facilities The EPZ has one hospital, in Hixson, and four nursing home facilities. Vehicle occupancy for nursing home patients is two non-ambulatory patients and one staff per ambulance, 20 residents or patients plus 3 staff per vehicle (bus or van) for ambulatory patients, plus one vehicle per staff person who does not evacuate with patients.

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Sequoyah Nuclear Power 07 ARCADIS Plant Evacuation Time Estimates 3.4.2 Schools and Daycare Twenty-five elementary and secondary schools and 17 pre-school/daycare facilities have been identified within the Sequoyah EPZ, with a total population of 18,380 students and staff. None of the identified schools is residential, so students are only present on weekdays during the school year. Vehicle occupancy for public schools is based on 58 persons (55 students, 3 staff), plus one vehicle per additional school staff.

The 17 licensed childcare (large daycare) facilities have an estimated daytime population of 1,302 students and staff. Those facilities were identified from an internet listing of licensed childcare establishments. The population estimates represent the licensed capacity of each facility. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents.

3.5 Emergency Response Planning Area Population Totals Population and vehicle demand totals for each ERPA are summarized in Table 3-4.

The totals listed in the table represent the peak number of people to be evacuated for each analysis case discussed in Section 6 of this report.

Vehicle demand is highest for the summer weekend scenario. Vehicle demand for the highest scenario is 6 percent higher than the lowest (summer weekday) scenario.

ERPA D-5, which encompasses the city of Hixson, has the largest population and vehicle demand for all scenarios. The vehicle demand listed in Tables 3-2, 3-3, and 3-4 reflects the data used as input for the ETE traffic simulations.

3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation of special facilities and residents for the Sequoyah EPZ was determined from information provided by county agencies, plus data developed by surveying school systems, transportation companies and EMS providers in the surrounding region. Identified transportation resources are summarized and compared to the estimated vehicle demand in Table 3-5. The number of available wheelchair buses/vans and ambulances is sufficient for a single wave evacuation of facilities and EPZ residents, while the number of available buses will be insufficient for a single wave. Therefore, the ETE analysis assumes that a two-wave evacuation would be necessary for non-ambulatory residents requiring transport via bus.

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Sequoyah Nuclear Power 0, ARCADIS Plant Evacuation Time Estimates Table 3-1 Resident Population and Vehicle Demand by EPZ Subarea Seasonal Permanent (summer)

Resident Vehicle Demand Resident Vehicle Demand ERPA Distance Population (winter) Population (summer)

A-1 0 to 2 miles 1,257 596 75 643 B-1 0 to 2 miles 1,501 711 58 747 C-1 0 to 2 miles 1,939 919 24 934 D-1 0 to 2 miles 1,613 764 7 769 A-2 2 to 5 miles 1,277 605 27 622 A-3 2 to 5 miles 7,266 3,444 44 3,471 B-2 2 to 5 miles 1,517 719 68 761 B-5 2 to 5 miles 850 403 0 403 C-2 2 to 5 miles 4,887 2,316 44 2,343 D-2 2 to 5 miles 7,379 3,497 51 3,529 A-4 5 to 10 miles 723 343 15 352 A-5 5 to 10 miles 1,681 797 15 806 A-6 5 to 10 miles 2,883 1,366 156 1,462 B-3 5 to 10 miles 1,534 727 10 733 B-4 5 to 10 miles 650 308 32 328 B-6 5 to 10 miles 258 122 2 124 B-7 5 to 10 miles 626 297 10 303 B-8 5 to 10 miles 2,903 1,376 12 1,384 C-3 5 to 10 miles 2,949 1,398 5 1,401 C-4 5 to 10 miles 1,492 707 15 716 C-5 5 to 10 miles 1,380 654 10 660 C-6 5 to 10 miles 5,892 2,792 44 2,819 C-7 5 to 10 miles 7,090 3,360 7 3,365 C-8 5 to 10 miles 6,186 2,932 39 2,956 D-3 5 to 10 miles 6,647 3,150 15 3,159 D-4 5 to 10 miles 4,079 1,933 22 1,947 D-5 5 to 10 miles 11,989 5,682 44 5,709 D-6 5 to 10 miles 6,870 3,256 46 3,285 EPZ total 95,318 45,174 897 45,731 sequoyah - et- ver14.do=3 3-6

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 3-2 Transient Population and Vehicle Demand Within the Sequoyah EPZ Population Vehicles Winter Summer Winter Summer ERPA DyINgtIWeekend Day Night IWeekend Day Night IWeekend Day Night IWeekend A-1 0 0 0 0 0 0 0 0 0 0 0 0 A-2 0 0 0 0 0 0 0 0 0 0 0 0 A-3 814 277 431 814 277 431 574 157 191 574 157 191 A-4 0 0 0 0 0 0 0 0 0 0 0 0 A-5 0 0 0 0 0 0 0 0 0 0 0 0 A-6 144 144 144 144 144 144 60 60 60 60 60 60 B-1 0 0 0 0 0 0 0 0 0 0 0 0 B-2 0 0 0 0 0 0 0 0 0 0 0 0 B-3 0 0 0 0 0 0 0 0 0 0 0 0 B-4 0 0 0 0 0 0 0 0 0 0 0 0 B-5 0 0 0 0 0 0 0 0 0 0 0 0 B-6 0 0 0 0 0 0 0 0 0 0 0 0 B-7 0 0 0 0 0 0 0 0 0 0 0 0 B-8 0 0 0 0 0 0 0 0 0 0 0 0 C-1 0 0 0 0 0 0 0 0 0 0 0 0 C-2 1,770 570 1,300 1,770 570 2,600 223 223 473 223 223 473 C-3 500 100 67 500 100 67 500 100 67 500 100 67 C-4 320 240 320 320 240 320 180 100 180 180 100 180 C-5 0 0 0 0 0 0 0 0 0 0 0 0 C-6 458 140 128 628 310 128 404 86 74 434 116 74 C-7 5,400 4,100 3,450 3,100 1,800 1,150 4,600 3,300 2,650 3,000 1,700 1,050 C-8 1,338 864 1,658 1,658 864 2,040 496 288 636 586 288 807 D-1 1,246 316 577 1,246 316 577 926 156 257 926 156 257 sequoyah -et.- vet4.doc 3-7

Sequoyah Nuclear Power 0, ARCADIS Plant Evacuation Time Estimates Population Vehicles Winter Summer Winter Summer ERPA Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend D-2 0 0 0 0 0 0 0 0 0 0 0 0 D-3 50 0 0 50 0 0 50 0 0 50 0 0 D-4 358 500 563 358 500 563 245 350 375 245 350 375 D-5 538 500 663 588 500 813 425 350 475 475 350 625 D-6 514 495 1,856 2,332 813 3,356 273 260 498 500 388 725 EPZ total 13,449 8,246 11,156 13,507 6,434 12,188 8,956 5,430 5,936 7,753 3,987 4,884 sequoyah -ere -v14.d=c 3-8

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 3-3 Population and Vehicle Demand for Schools and Special Facilities in the Sequoyah EPZ Population Vehicles Winter Summer Winter Summer ERPA Day Night Weekend Day -Night Weekend Day Night I Weekend Day I Night I Weekend A-1 18 0 14 0 5 4 0 A-2 0 0 0 0 0 0 0 A-3 1,753 0 397 0 164 51 0 A-4 0 0 0 0 0 0 0 A-5 795 0 0 0 60 0 0 A-6 0 0 0 0 0 0 0 B-1 0 0 0 0 0 0 0 B-2 0 0 0 0 0 0 0 B-3 0 0 0 0 0 0 0 B-4 0 0 0 0 0 0 0 B-5 0 0 0 0 0 0 0 B-6 0 0 0 0 0 0 0 B-7 0 0 0 0 0 0 0 B-8 475 0 0 0 37 0 0 C-1 0 0 0 0 0 0 0 C-2 804 0 0 0 63 0 0 C-3 112 0 0 0 7 0 0 C-4 0 0 0 0 0 0 0 C-5 55 0 44 0 9 8 0 C-6 2,316 24 146 24 211 33 13 C-7 3,652 0 104 0 297 15 0 C-8 548 0 90 0 43 9 0 D-1 0 0 0 0 0 0 0 sequoyah - ete- ve-14.do3 3-9

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Population Vehicles Winter Summer Winter Summer ERPA Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend D-2 415 0 0 15 0 0 32 0 0 3 0 0 D-3 4,456 0 0 191 0 0 359 0 0 19 0 0 D-4 615 90 90 120 90 90 66 23 23 30 23 23 D-5 2,023 132 132 525 132 132 249 57 57 124 57 57 D-6 1,079 306 306 575 306 306 281 166 166 243 166 166 EPZ total 19,116 552 552 2,220 552 552 1,883 259 259 538 259 259 sequoyah - ete- ver14.doc3 3-10

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 3-4 Summary of Population and Vehicle Demand Within the Sequoyah EPZ Population Vehicles Winter Summer Winter Summer ERPA Day INight IWeekend Day Night IWeekend Day INight IWeekend Day INight IWeekend A-1 1,275 1,257 1,257 1,346 1,332 1,332 533 596 596 579 643 643 A-2 1,277 1,277 1,277 1,304 1,304 1,304 536 605 605 553 622 622 A-3 9,833 7,543 7,697 8,521 7,587 7,741 3,792 3,601 3,635 3,706 3,628 3,662 A-4 723 723 723 738 738 738 304 343 343 313 352 352 A-5 2,476 1,681 1,681 1,696 1,696 1,696 767 797 797 716 806 806 A-6 3,027 3,027 3,027 3,183 3,183 3,183 1,271 1,426 1,426 1,367 1,522 1,522 B-1 1,501 1,501 1,501 1,559 1,559 1,559 630 711 711 666 747 747 B-2 1,517 1,517 1,517 1,585 1,585 1,585 638 719 719 680 761 761 B-3 1,534 1,534 1,534 1,544 1,544 1,544 645 727 727 651 733 733 B-4 650 650 650 682 682 682 273 308 308 293 328 328 B-5 850 850 850 850 850 850 357 403 403 357 403 403 B-6 258 258 258 260 260 260 108 122 122 110 124 124 B-7 626 626 626 636 636 636 263 297 297 269 303 303 B-8 3,378 2,903 2,903 2,915 2,915 2,915 1,257 1,376 1,376 1,228 1,384 1,384 C-1 1,939 1,939 1,939 1,963 1,963 1,963 815 919 919 830 934 934 C-2 7,461 5,457 6,187 6,701 5,501 7,531 2,340 2,539 2,789 2,304 2,566 2,816 C-3 3,561 3,049 3,016 3,454 3,054 3,021 1,747 1,498 1,465 1,743 1,501 1,468 C-4 1,812 1,732 1,812 1,827 1,747 1,827 807 807 887 816 816 896 C-5 1,435 1,380 1,380 1,434 1,390 1,390 589 654 654 594 660 660 C-6 8,666 6,056 6,044 6,710 6,270 6,088 3,091 2,891 2,879 2,970 2,948 2,906 C-7 16,142 11,190 10,540 10,301 8,897 8,247 7,876 6,660 6,010 5,999 5,065 4,415 C-8 8,072 7,050 7,844 7,973 7,089 8,265 3,139 3,220 3,568 3,219 3,244 3,763 D-1 2,859 1,929 2,190 2,866 1,936 2,197 1,603 920 1,021 1,608 925 1,026 sequoyah - et6- ver 4.do=~ 3-11

Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Population Vehicles Winter Summer Winter Summer ERPA Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend D-2 7,794 7,379 7,379 7,445 7,430 7,430 3,133 3,497 3,497 3,136 3,529 3,529 D-3 11,153 6,647 6,647 6,903 6,662 6,662 3,202 3,150 3,150 2,871 3,159 3,159 D-4 5,052 4,669 4,732 4,579 4,691 4,754 2,025 2,306 2,331 2,003 2,320 2,345 D-5 14,549 12,621 12,784 13,145 12,665 12,978 5,712 6,089 6,214 5,664 6,116 6,391 D-6 8,463 7,671 9,032 9,823 8,035 10,578 3,441 3,682 3,920 3,659 3,839 4,176 EPZ total 127,883 104,116 107,026 111,942 103,201 108,955 50,894 50,863 51,369 48,903 49,977 50,874 Population numbers reflect some double-counting between categories (residents, workforce, schools, etc.).

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Sequoyah Nuclear Power ARCADIS Plant Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus WC Bus WC Van Ambulance Hamilton 145 73 49 22 Bradley 82 12 0 12 Total Available 227 85 49 34 Identified Vehicle Need Schools and Day Care 314* 0 0 0 Special Facilities 39* 23 0 12 Transit Dependent Public 47* 17 18 10 Total Identified Need 400 40 18 22

Lower demand achieved with two-wave evacuation. Combined bus and van totals 400, meaning 200 buses needed for each wave.

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Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition An evaluation of the roadway network likely to be used by departing vehicles was undertaken to estimate evacuation times for the Sequoyah EPZ. ARCADIS relied on several sources of information to define the evacuation roadway network:

Evacuation routes described in the existing county emergency response plans and public information calendars

" Maps of highways and local roadways for the EPZ area

" A field survey of the roadways in the Sequoyah EPZ The primary evacuation routings used in the modeling are indicated on Figure 4-1.

4.2 Evacuation Route Descriptions The evacuation routings were developed to simulate travel out of the EPZ using available roadways. The network relies primarily on the evacuation routings depicted in the public information brochure. Descriptions of the primary evacuation routes for different geographic areas within the EPZ are outlined in Table 4-1.

4.3 Characterizing the Evacuation Network Roadway characteristics such as roadway class, number of lanes, lane and shoulder width, speed limit, lane configuration near intersections, and traffic control are key factors in determining how fast an evacuation can be completed. These roadway attributes control roadway capacity, which in turn governs operating traffic conditions measured in terms of level of service (LOS). LOS is measured from A to F for roadway segments and intersections. LOS A represents free-flow conditions, and LOS F represents force or breakdown flow conditions.

ARCADIS used NAVTEQTM roadway data with detailed information, including local streets, to build the evacuation roadway network for the study. NAVTEQ data were imported into geographic information system (GIS) software (ESRI ArcGIS TM) for conducting field surveys to verify evacuation roadway segment attributes. The information provided in the public outreach calendar for the site was used to highlight sequoyah - ete- ver4.docx

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates evacuation routes in GIS. ARCADIS has developed an integrated GIS-global positioning system (GPS) tool that allows field personnel to record observations in an efficient and effective manner. The evacuation network, including traffic controls, was verified to a 15-mile radius from the plant, and along designated routes to the reception centers. After the NAVTEQ data were verified through the field survey, the evacuation roadway network was transferred to the traffic simulation software VISUM for modeling different evacuation scenarios.

Having accurate traffic control information is important to accurately estimate evacuation times because intersections have potential to create bottleneck points.

During an evacuation scenario, intersections might be manually controlled by officials, operated with existing traffic signal timing plans, or adjusted according to changing vehicular demand. In general, the emergency response plans for Sequoyah call for signal override, i.e., signals set to flashing to give priority to outbound travel on designated evacuation routes. Traffic control information is coded as part of the evacuation network database.

Background and pass-through traffic in the EPZ could account for a significant number of vehicles and could influence evacuation depending on the direction of travel. As recommended in CR-7002, average daily traffic (ADT) volumes, representative of typical background levels, were obtained from state and county transportation agencies. During simulations, background traffic will be included during the initial two hours of the evacuation scenario, up to the time when access control is established to prevent vehicles from entering the EPZ.

A map of the evacuation network showing node numbers and links, as recommended by the latest guidance, is provided in Appendix D. Detailed attributes of each roadway segment, such as link number, number of lanes, speed limit, length, and roadway type, are also tabulated in Appendix D.

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Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 4-1 Sequoyah EPZ Primary Evacuation Routes EPZ Subareas Zone Evacuation Routes Take local roads to US 27; go north on US 27 and take the Business A-1 0 - 2 mi Route into Dayton to Delaware Avenue; turn left on Delaware to reach the reception center.

Take local roads to US 27; go north on US 27 and take the Business A-2 2 - 5 mi Route into Dayton to Delaware Avenue; turn left on Delaware to reach the reception center.

Take local roads to US 27; go north on US 27 into Rhea County A-3 2 - 5 mi through Dayton to Evensville; the reception center is on the left in Evensville.

Take local roads to Mowbray Road; go west on Mowbray Road into A-4 5 - 10 mi Sequatchie County to East Valley Road and turn left; go to Old York Highway and turn right; go to US 127; turn left on US 127 and go to SR 28; turn right on SR 28 and go to the school on the right.

Take local roads to US 27; go north on US 27 and take the Business A-5, A-6 5 - 10 mi Route into Dayton to Delaware Avenue; turn left on Delaware to reach the reception center.

Take local roads to SR 58; go north on SR 58 into Meigs County to B-1 0 - 2 mi Decatur; go through SR 30 intersection about one block to West Memorial Dr. and turn left; go about two blocks to reach reception center.

Take local roads to SR 58; go north on SR 58 into Meigs County to B-2, B-5 2- mi Decatur; go through SR 30 intersection about one block to West Memorial Dr. and turn left; go about two blocks to reach reception center.

Take local roads to SR 58; go north on SR 58 into Meigs County to B-3, B-5 5 - 10 mi Decatur; go through SR 30 intersection about one block to West Memorial Dr. and turn left; go about two blocks to reach reception center.

Take local roads to Harrison Pike into Cleveland; turn left on Keith B-6, B-8 5-10mi Street and go to 25th Street; turn right and go to Ocoee Street; turn right on Ocoee Street and go to the shelter at Ocoee and 23rd Streets.

Take local roads to Georgetown Pike (SR 60); take Georgetown B-7 5 - i0 mi Pike into Cleveland to 25th Street; follow 25th Street to Ocoee Street; turn right on Ocoee Street and go to the shelter at Ocoee and 23rd Streets.

Take local roads to SR 58; go south on SR 58 to SR 153; go south C-i 0 -2mi on SR 153; to Lee Highway/Brainerd Road; turn right on Brainerd Road and go to North Moore Road; turn right on North Moore to reach the reception center.

C-2 2 - 5 mi Take local roads to SR 58; go south on SR 58 to SR 153; go south sequoyah - ete- -er14.doCx 4-3

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates EPZ Subareas Zone Evacuation Routes on SR 153; to Lee Highway/Brainerd Road; turn right on Brainerd Road and go to North Moore Road; turn right on North Moore to reach the reception center.

Take local roads to SR 58; go south on SR 58 to SR 153; go south on SR 153 to 1-75 South; go south on 1-75 to the East Ridge exit; C-3, C-6 5 - 10 mi turn right on Ringgold Road to Tombras Road (traffic light #8); turn left on Tombras Road to Bennett Road; turn right to reach the reception center.

Take local roads to South Lee Highway or Harrison Pike into Cleveland to Keith Street. Go north on Keith Street to 25th Street; turn right on 25th Street and go to Ocoee Street; turn right on Ocoee Street and go to the shelter at Ocoee and 23rd Streets.

Take local roads to SR 58; go south on SR 58 to SR 153; go south on SR 153 to 1-75 South; go south on 1-75 to the East Ridge exit; C-7 5 - 10 mi turn right on Ringgold Road to Tombras Road (traffic light #8); turn left on Tombras Road to Bennett Road; turn right to reach the reception center.

Take local roads to SR 58; go south on SR 58 to SR 153; go south C-8 5 - 10 mi on SR 153 to the Shallowford Road exit; turn right to reach reception center.

Take local roads to Hixson Pike; go south on Hixson Pike to D 2 mi Fernway Road; Fernway Road will turn into Old Dallas Road; continue on Old Dallas Road to Dallas Road; continue on Dallas Road to the reach the reception center.

Take local roads to Hixson Pike; go south on Hixson Pike to D-2 2- 5 mi Fernway Road; Fernway Road will turn into Old Dallas Road; continue on Old Dallas Road to Dallas Road; continue on Dallas Road to the reach the reception center.

Take local roads to Hixson Pike; go south on Hixson Pike to D-6 5 - 10 mi Fernway Road; Fernway Road will turn into Old Dallas Road; continue on Old Dallas Road to Dallas Road; continue on Dallas Road to the reach the reception center.

Take local roads to Hixson Pike; go south on Hixson Pike to SR 153; go south on SR 153 to Amnicola Highway; south on Amnicola D-3 5 - 10 mi Highway to Wilcox Boulevard; turn left on Wilcox Boulevard and go to Holtzclaw Avenue; turn right on Holtzclaw to Third Street; turn left on Third Street to Highland Park Avenue; turn left on North Highland Park and go to the shelter at 500 North Highland Park.

Take local roads to US 27; go south on US 27 to the 1-24 D-4, D-5 5 - 10 mi interchange; take the Lookout Mountain/South Broad Street exit onto Williams Street; go to 26th Street; turn left on 26th Street and go to Market Street sequoyah - ete -er14.doc4 4-4

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates

5. Evacuation Time Estimate Methodology 5.1 Evacuation Analysis Cases Time estimates have been prepared for a general evacuation scenario for each of these analysis cases:

Winter Weekday, Fair Weather and Adverse Weather Conditions

" Winter Weeknight, Fair Weather Conditions

Winter Weekend, Fair Weather Conditions

Summer Weekday, Fair Weather and Adverse Weather Conditions

" Summer Weeknight, Fair Weather Conditions

" Summer Weekend, Fair Weather Conditions Areas for evacuation are selected based on the "keyhole" configuration (0- to 2-mile zone plus 2 to 5 miles or 0 to 2 miles plus 2- to 10-mile downwind zone). The partial-EPZ evacuation areas for SQN are reproduced in Table 5-1, based on the Protective Action Response (PAR) chart. Separate simulations may not be necessary for each of the areas listed in Table 5-1. ETEs will generally be controlled by whether one or two critical ERPAs (e.g., ERPA D-5) are included. Enough cases will be run to ensure that representative ETEs are obtained for all potential scenarios.

For partial-EPZ evacuation cases, "shadow" vehicle demand (20 percent of residents) is assigned to all ERPAs that are not included in the evacuation region, in addition to the region outside of the EPZ.

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Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Table 5-1 Potential Evacuation Areas for Sequoyah EPZ Wind Direction (from) EPZ Subareas/ERPAs 2-mile radius and 5 miles downwind N A-1, B-1, C-1, D-1, C-2 NNE-NE A-i, B-1, C-1, D-i, C-2, D-2 ENE A-i, B-i, C-1, D-i, A-3, C-2, D-2 E-ESE A-i, B-i, C-1, D-i, A-3, D-2 SE A-i, B-i, C-1, D-i, A-2, A-3 SSE A-i, B-i, C-1, D-i, A-2, A-3, B-2 S-SSW A-i, B-i, C-1, D-i, A-2, B-2 SW A-1, B-1, C-1, D-1, B-2 WSW-W A-i, B-i, C-1, D-i, B-2, B-5 WNW A-i, B-i, C-1, D-i, B-2, B-5, C-2 NW-NNW A-i, B-i, C-1, D-i, B-5, C-2 2-mile radius and 10 miles downwind N A-i, B-1, C-1, D-i, C-2, C-3, C-6, C-7, C-8 NNE-NE A-i, B-1, C-1, D-i, C-2, C-6, C-7, C-8, D-2, D-3, D-5, D-6 ENE A-i, B-1, C-1, D-i, C-2, D-2, D-3, D-4, D-5, D-6 E A-i, B-1, C-1, D-i, A-3, A-4, D-2, D-3, D-4, D-5 ESE A-i, B-1, C-1, D-i, A-3, A-4, A-5, D-2, D-3, D-4 SE A-i, B-1, C-1, D-i, A-2, A-3, A-4, A-5, A-6, D-4 SSE A-i, B-1, C-1, D-i, A-2, A-3, A-4, A-5, A-6, B-2 S A-i, B-1, C-1, D-i, A-2, A-5, A-6, B-2, B-4 SSW A-i, B-1, C-1, D-i, A-2, A-6, B-2, B-3, B-4 SW A-i, B-1, C-1, D-i, A-6, B-2, B-3, B-4, B-7 WSW A-i, B-1, C-1, D-i, B-2, B-3, B-4, B-5, B-6, B-7, B-8 W A-i, B-1, C-1, D-i, B-2, B-3, B-5, B-6, B-7, B-8, C-4 WNW A-i, B-1, C-1, D-i, B-2, B-3, B-5, B-6, B-7, B-8, C-2, C-3, C-4, C-5 NW A-i, B-1, C-1, D-i, B-5, B-6, B-8, C-2, C-3, C-4, C-5, C-6 NNW A-i, B-1, C-1, D-i, B-5, C-2, C-3, C-4, C-5, C-6, C-7 Entire EPZ All sequoyah - et- ver14.doc5 5-2

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates 5.2 Initial Notification The EPZ surrounding SQN has an outdoor siren notification system consistent with the requirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix 3. This system will be used by state and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages will commence on the designated EAS television and radio stations concurrent with sounding of the sirens and tone alert radios. Within 15 minutes of alert notification, essentially all of the population within the EPZ will begin to receive an informational or instructional message. If evacuation is deemed necessary, the timing of the order to evacuate and notification measures will be controlled by the state and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response workforce to control and expedite evacuation prior to the evacuation order.

5.3 Transportation-Dependent Population The transportation-dependent population includes individuals without access to transportation, as well as those requiring special transportation assistance.

Transportation-dependent persons will be notified of a protective action recommendation in the same manner as the general public. If evacuation is recommended, persons needing transportation assistance will be informed through the EAS to contact the appropriate officials for assistance. Evacuees who do not have access to transportation and confined persons who require special transportation assistance will be provided transportation by the appropriate agency.

5.4 Evacuation Preparation Times and Departure Distributions It is assumed that no vehicles will begin to evacuate during the 15-minute initial notification period. Accordingly, in the model simulations, vehicles will begin to evacuate at 15 minutes following the initial notification. After the initial 15-minute time period, vehicles are loaded at a linear rate over each 5-minute time interval, in accordance with the network loading distributions for each population type. For example, if 2 percent of 2,500 vehicles (50 vehicles) are to be loaded at a specific location over a 5-minute period, PTV Vision will load 10 vehicles per minute at that location during the specified interval. Network loading distribution assumptions for the permanent population, transient population, and special facilities are based on the anticipated response of different population sectors to an evacuation order.

Mobilization times for residents and workers reflect the data acquired by the telephone sequoyah -eto- ver14.doc, 5-3

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates survey of EPZ residents, and are consistent with published data from actual historical events. Loading distributions are explained below and summarized on Figure 5-1.

5.4.1 Permanent and Seasonal Population Permanent and seasonal residents with access to automobiles will take varying amounts of time to begin evacuating. Some persons will leave as quickly as possible; most will take some time to prepare, pack valuables and clothes, and then depart; some will take added time to secure property before departing; and some may require transportation assistance. In addition, actual departure and preparation times may vary according to the perceived severity of a particular evacuation order.

Based on these factors, it was assumed that there would be a period of up to 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months over which the permanent residents would begin to evacuate. That is, permanent resident households would begin to evacuate between 15 and 180 minutes after the decision to notify the population to evacuate is made. Based on estimated warning diffusion and survey results from EPZ residents, during a weekday, 50 percent would depart within 65 minutes, 90 percent within 100 minutes, and 99 percent within 150 minutes. At night 50 percent would depart within 60 minutes, 90 percent within 95 minutes, and 99 percent within 145 minutes. These time profiles are generally consistent with observed behavior during evacuations for chemical releases.

5.4.2 Transient Population It was assumed that the workforce would be subject to the same warning diffusion as the general public. Based on estimated warning diffusion and survey results from EPZ residents, it was estimated that 50 percent of the workforce would evacuate within 40 minutes following the decision to evacuate, 90 percent within 65 minutes, and 99 percent within 105 minutes. For a few facilities, it may be necessary for a limited number of workers to remain on the job in order to safely shut down processes, secure the facility, or maintain essential operations. The evacuation time estimates do not address those workers who remain behind, since there is no reliable basis for predicting whether or how soon they will evacuate. The assumption that all workers evacuate provides a conservative estimate of vehicle demand. Discussions with emergency preparedness officials indicate that the same time distribution is also reasonable for the other transient population categories within the EPZ, including motels and recreation areas.

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Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates 5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would also receive initial notification promptly. Based on data obtained from previous studies, vehicle departure times were developed that reflect a distribution of notification, preparation, and mobilization times.

Consistent with the current off-site emergency response plans, it was assumed that schools will be evacuated via bus to the designated host schools. For school facilities, it was assumed that up to 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months may be required to assemble buses, transport vehicles to schools, and load students onto buses. Vehicles stationed at the facilities at the time of the ordered evacuation could be loaded in as little as 15 minutes following notification. Accordingly, 50 percent of school buses depart onto the evacuation network during the period between 15 and 75 minutes, 90 percent by 135 minutes, and 99 percent by 165 minutes. The school profile was also applied for daycare facilities.

Evacuation of nursing home facilities would also require additional time associated with preparation and transport of vehicles to the respective facilities. Based on previous studies, it was assumed that these facilities would begin to evacuate in 30 minutes to 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months following notification. The first 50 percent will depart within 90 minutes, 90 percent within 150 minutes, and 99 percent within 180 minutes.

sequoyah - ete- verl4.dmcx 5-5

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Departure Times - Sequoyah EPZ 1.0 V-0.8 0.8 M

CD -resident day

._ 0.6 - resident night u

2 -worker U.

0. - schools

"~

= 0.2 ~- special 0 rtransit depend 0.0 0 50 100 150 200 Time (minutes)

Figure 5-1 Departure Time Distributions for the Sequoyah EPZ 5.5 Evacuation Simulation Traffic simulation provides the ability to analyze evacuation of an area in great detail. In most traffic simulation models, there are two main inputs: supply (roadway) network data and demand (population and vehicular) data. Traffic models use different types of algorithms to predict traffic flow and provide measures of effectiveness (MOEs) such as average travel times, total number of vehicles exiting the system, and queue lengths at various times and points.

5.5.1 General Structure ARCADIS used PTV VisionTM to perform evacuation modeling for different scenarios.

The PTV Vision traffic simulation software package includes VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation). VISUM is a comprehensive, flexible software system for transportation planning, travel demand modeling, and network data management. VISSIM is capable of performing detailed microscopic simulation of traffic, public transport, and pedestrian simulations, and can model any type of traffic control and geometric configuration. Both VISUM and VISSIM are capable of performing multimodal analysis including cars, commercial vehicles, sequoyah - ete- verl4.doc6 5-6

Sequoyah Nuclear Power Plant 07 ARCADIS Evacuation Time Estimates buses, trains, motorcycles, bicycles, and pedestrians. The two programs work together seamlessly, saving valuable time and resources.

GIS (ArcGIS, NAVTEQ) ,

Verified Evacuation -Travel Timnes Netwolk *-Queue Lengths

O-DMatri ces *Bottlenecks Traffic Demand Volumes Figure 5-2 Evacuation Modeling and Simulation Using PTV Vision Suite VISUM was used to develop the evacuation network and population entry nodes (centroids). One of the key features of VISUM is its ability to interact seamlessly with GIS data such as the ESRI ArcGIS database. The field-verified evacuation network data and demand data developed in ArcGIS were imported directly into VISUM. Origin-destination trip tables were developed for the evacuation and imported into VISUM.

VISUM software was then used to route the origin-destination information on the network using a dynamic equilibrium algorithm. This algorithm ensured that traffic levels on the network were realistic given the capacities available on individual links.

Once an initial solution was found in VISUM, the information was exported into VISSIM for microsimulation. A microsimulation was deemed a necessary step in order to obtain detailed and realistic results on queuing and average travel times. VISSIM can model an intersection with different types of traffic control such as yield signs, stop signs, and signals. VISSIM also provides a better understating of critical and congested parts of the network.

seuoyah - ete- ver14.doc- 5-7

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates 5.5.2 Simulation Process The ETE results include the time to evacuate 90 percent and 100 percent of the total permanent and transient population. Based on the current guidance, ETEs for special facilities, schools, and the transit-dependent population are developed separately; only time to evacuate 100 percent of these population groups was needed.

Consistent with current guidance, vehicle demand for each scenario was based on 100 percent of the population residing in areas designated for evacuation, plus 20 percent of the population residing in ERPAs outside the designated evacuation area, and 20 percent of the population residing outside of the EPZ, out to a distance of 15 miles. Vehicle demand outside of the designated evacuation area is intended to account for the impact of "shadow evacuees." A sensitivity analysis was performed to evaluate the impact of different input parameters and assumptions such as changes in lane closures, trip generation times, vehicular demand, and evacuation routes.

The simulation process is summarized below:

VISUM

1. Create every scenario based on

a. Background traffic

b. Time of day

c. Day of week

d. Weather condition

e. Season

f. Wind direction

g. Shadow traffic

2. Run Dynamic Traffic Assignment to calculate permanent and transient, shadow, special need/school volumes.

3. Assignment process will last until suitable convergence is reached. VISUM provides output on the goodness of convergence after assignment. The convergence fit is not as critical because this is an evacuation model of a no-notice event, therefore, full user equilibrium cannot be expected.

4. Export to VISSIM.

sequoyah - ete-ve14.do= 5-8

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates VISSIM

1. Warm-up time built into background/pass-through traffic generation.

2. Check for any local calibration parameters.

3. Run the final multimodal Dynamic Traffic Assignment in VISSIM to consider queues and intersection delays.

4. Sensitivity analysis and count evacuees at 2, 5, and 10 miles.

5. Prepare ETE times.

MOEs

1. 90 percent evacuation time (for all wind directions and scenarios, staged and normal evacuations)

a. This applies to evacuation of the public only.

2. 100 percent evacuation time (for all wind directions and scenarios, staged and normal evacuations).

3. Color-coded roadway map at various times (2, 4, 6 hours6.944444e-5 days 0.00167 hours 9.920635e-6 weeks 2.283e-6 months ), which identifies where long queues exist, including LOS E and F conditions.

sequoyah - ete-ver14.docx 5-9

Sequoyah Nuclear Power Plant V ARCADIS Evacuation Time Estimates

6. Analysis of Evacuation Times 6.1 Evacuation Time Estimate Summary ETEs for the general population in the Sequoyah EPZ are summarized by scenario and distance in Table 6-1 (times for 90 percent and 100 percent of vehicles to depart, for 2-mile zones, all zones to 5 miles, and all zones to 10 miles). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios.

The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90 percent ETEs for the 2-mile zone range from 1:55 to 2:20, and 100 percent ETEs are 3:05 to 4:15. For all zones out to 5 miles, the 90 percent ETEs are 2:55 to 3:35, and the 100 percent ETEs are 3:50 to 4:40. For the full EPZ, the 90 percent ETEs are 3:35 to 4:10, while the 100 percent ETEs are 5:00 to 5:55. All of these times are indicative of moderate delays related to traffic congestion.

The summer day scenario has slightly less number of evacuees and ETE than summer weekend scenario. Summer day has more transient population (with faster loading curve) and less permanent residents (longer loading curve) than summer weekend (less transient and more permanent population); therefore, the ETEs for the summer day scenario are shorter.

During normal weather conditions, the final 10 percent of vehicles clear the 2-mile and 5-mile zones approximately 90 and 60 minutes after the initial 90 percent clear. When the full EPZ evacuates, the last 10 percent will take approximately 85 minutes longer to evacuate. Adverse weather adds up to 30 minutes for the summer weekday ETEs, and up to 55 minutes for the winter weekday ETEs.

6.2 Comparison with Previous Study There are numerous methodological differences between the current ETE study and the 2001 study. A drop in transient residents was noted between the studies (24,300 vs. 13,507). The current study uses facility-specific estimates, supplemented by data from LEHD. In addition, the current study makes adjustments to minimize double counting. The previous study assumed a speed of 20 mph on all major evacuation routes. The simulations results for the current study resulted in varied speeds on all major evacuation routes. The new 100% ETE time is 5 hours5.787037e-5 days 0.00139 hours 8.267196e-6 weeks 1.9025e-6 months compared to the 8 hours9.259259e-5 days 0.00222 hours 1.322751e-5 weeks 3.044e-6 months 30 minutes estimated in the 2001 study.

swquoyah - ete- vet14.doc= 6-1

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates 6.3 Keyhole Evacuation Scenarios ETEs for scenarios that reflect the current range of Protective Action Response (PAR) scenarios to evacuate the near-field population and selected downwind zones are summarized in Table 6-2 for 5-mile PAR scenarios and Table 6-3 for 10-mile PAR scenarios. The 2-mile zone and 5-mile downwind PAR scenarios have very similar 100% ETEs. The 90 percent times are also similar, except for the ENE, E, ESE, SE, and SSE scenarios, which take about 60 minutes longer to clear. In general, the results reflect the strong influence of zones with larger populations, such as ERPAs A-3, D-2, and C-2 which incorporates the cities of Soddy-Daisy, Hixson, and Harrison, Tennessee. A high amount of resident population is concentrated here. These population centers take longer to clear than transient population. The 2-mile zone and 10-mile downwind PAR scenarios also show similar trends. The 100% ETEs are less than 5 hours5.787037e-5 days 0.00139 hours 8.267196e-6 weeks 1.9025e-6 months or more than 5 hours5.787037e-5 days 0.00139 hours 8.267196e-6 weeks 1.9025e-6 months , and 90% ETEs are less than 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months or more than 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months - depending upon whether a scenario includes zone(s) with lower or higher populations.

6.4 Staged Evacuation Scenarios A series of staged evacuation scenarios were evaluated based on NRC guidance (CR-7002). In a staged evacuation, the 2-mile zone evacuates first, while surrounding zones shelter in place; after the population has evacuated the 2-mile zone, the outer zones would be instructed to evacuate. The "Stage 1," time is determined by simulating evacuation of the 2-mile zone for the winter weekday, normal weather scenario, with only background and shadow traffic in other parts of the EPZ. Once the Stage 1 time (1:55) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Sequoyah are shown on Figure 6-1. The departure curves are much steeper at the beginning of Stage 2 to account for the preparation time of evacuees sheltering in place during Stage 1. It was assumed that these evacuees will be ready to go at the beginning of Stage 2.

Results for staged evacuation scenarios are summarized in Table 6-4. The ETEs show some variation per wind direction. Again, the inclusion of ERPAs A-3, D-2, and C-3 lengthens the clearance time. The 90% ETEs for the staged scenarios are slightly greater than the 90% ETEs for the "unstaged" scenarios. This accounts for the fact that 90% ETE for the outer 2- to 5-mile zone takes slightly longer to clear under a staged evacuation due to their delayed start time. The 100% ETEs for the staged scenarios for ENE, E, ESE, SE, SSE, S, and SSW are greater than the 100%

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Sequoyah Nuclear Power Plant V2 ARCADIS Evacuation Time Estimates ETEs for the "unstaged" scenarios. The 100% ETEs for the staged scenarios for N, NNE, NE, SW, WSW, W, WNW, NW, and NNW are less than the 100% ETEs for the "unstaged" scenarios. Whether a particular unstaged scenario has a higher or lower ETE compared to the staged scenario depends on several factors such as population types, departure times, and traffic flow patterns.

6.5 TEMA Sector Evacuation Scenarios Part of the Tennessee PAR logic is to evacuate full sectors of the EPZ at once rather than by individual ERPA. For example, if ERPAs A-1 and A-2 are recommended to evacuate, then TEMA will evacuate all of Sector A. Table 6-5 summarizes the evacuation time estimates for the each sector. The results are similar to the keyhole scenarios presented in Table 6-3. Sector C has the longest 90% and 100% ETEs across all weather scenarios due to evacuees having to take more congested routes found in this sector such as State Highway 58 around City of Harrison, Tennessee.

Stage 2 Departure times - Sequoyah EPZ 1.0 t0.8 IPTf~ -resident day

- resident night

.0 0.6

0.4 - worker

-schools E 0.2 7 U RIF I// -special 00ý rIf -transitcdepend 0.0 0 50 100 150 200 time (minutes)

Figure 6-1 Stage 2 Departure Time Distributions for the Sequoyah EPZ sequoyah - ete- ve14.doc3 6-3

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 6-1 Evacuation Time Estimate Summary for Sequoyah EPZ Summer Winter Midweek Dyie Midweek Daytime Weekend Weekend Evng Weekend Evening Daytime Weekend Evening MiwekDatie DaytimeDatm Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes) 2-mile A-1,B-1,C-1,D-1 zone 1:55 2:10 1:55 1:55 1:55 2:20 1:55 1:55 Al ,A-2,A-3,Bl ,B-2,B- 5-mile 5,Cl,C-2,Dl,D-2 zone 2:55 3:20 3:00 3:05 3:00 3:35 3:00 3:00 10-mile ALL EPZ 3:35 3:50 3:40 3:35 3:40 4:10 3:40 3:35 100 Percent Evacuation of Affected Areas (hours:minutes) 2-mile A-1,B-1,C-1,D-1 zone 3:35 4:05 3:05 3:05 3:30 4:15 3:05 3:05 Al ,A-2,A-3,B1 ,B-2,B- 5-mile 5,C1,C-2,D1,D-2 zone 3:50 4:20 4:00 4:15 3:55 4:40 3:55 3:55 10-mile ALL EPZ 5:00 5:30 5:15 5:00 5:00 5:55 5:05 5:00 sequoyah -ete- ver14.doc6 6-4

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Table 6-2 Evacuation Time Estimates for Partial EPZ Scenarios (2-Mile Zone Plus 5-Mile Downwind, Unstaged)

Summer Winter Weekend Dyie Weekend Evng Midweek Daytime Daytime Evening Midweek Daytime Weekend Evening Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes)

A-1,B-1,C-1,D-1,C-2 N 2:00 2:15 2:00 2:05 1:55 2:20 1:55 1:55 A-1,B-1,C-1,D-1,C-2,D-2 NNE-NE 2:15 2:35 2:20 2:25 2:20 2:50 2:20 2:20 A-1 ,B-1 ,C-1 ,D-1 ,A-3,C-2,D-2 ENE 2:50 3:10 2:50 2:55 2:50 3:25 2:55 2:55 A-1 ,B-1,C-1,D-1,A-3,D-2 E-ESE 2:55 3:20 3:00 3:05 2:55 3:35 3:00 3:00 A-1 ,B-1,C-1,D-1,A-2,A-3 SE 2:55 3:20 3:00 3:05 3:00 3:35 3:00 3:00 A-1 ,B-1,C-1,D-1,A-2,A-3,B-2 SSE 2:55 3:20 2:55 3:00 2:55 3:35 3:00 3:00 A-1 ,B-1,C-1,D-1,A-2,B-2 S-SSW 1:55 2:10 2:00 2:00 1:55 2:20 2:00 2:00 A-1,B-1,C-1,D-1,B-2 SW 1:55 2:15 2:00 2:00 1:55 2:25 2:00 2:00 A-1,B-1,C-1,D-1 ,B-2,B-5 WSW-W 1:55 2:10 2:00 2:00 1:55 2:20 2:00 2:00 A-1 ,B-1,C-1,D-1 ,B-2,B-5,C-2 WNW 1:55 2:15 2:00 2:05 1:55 2:20 1:55 1:55 A-1 ,B-1,C-1,D-1 ,B-5,C-2 NW-NNW 1:55 2:15 2:00 2:05 1:55 2:20 1:55 1:55 100 Percent Evacuation of Affected Areas (hours:minutes)

A-1 ,B-1,C-1,D-1,C-2 N 3:50 4:20 4:00 4:15 3:45 4:30 3:45 3:45 A-1,B-1,C-1,D-1,C-2,D-2 NNE-NE 3:50 4:20 4:00 4:15 3:45 4:30 3:45 3:45 A-1 ,B-1,C-1,D-1 ,A-3,C-2,D-2 ENE 3:45 4:15 3:55 4:10 3:55 4:40 3:55 3:55 A-1,B-1,C-1,D-1,A-3,D-2 E-ESE 3:45 4:15 3:55 4:10 3:55 4:40 3:55 3:55 A-1,B-1,C-1,D-1,A-2,A-3 SE 3:45 4:10 3:55 4:05 3:55 4:40 3:55 3:55 sequoyah - ete- ve14.doc- 6-5

Sequoyah Nuclear Power Plant 0 ARCADIS Evacuation Time Estimates Summer Winter Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening Daytime Daytimemeekn vnn Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal A-1,B-1 ,C-1,D-1,A-2,A-3, B-2 SSE 3:45 4:10 3:55 4:05 3:55 4:40 3:55 3:55 A-1,B-1,C-1,D-1,A-2,B-2 S-SSW 3:35 4:00 3:45 3:55 3:45 4:30 3:45 3:45 A-1,B-1,C-1,D-1,B-2 SW 3:50 4:20 4:00 4:15 3:45 4:30 3:50 3:50 A-1 ,B-1,C-1,D-1 ,B-2,1B-5 WSW-W 3:50 4:20 4:00 4:15 3:45 4:30 3:45 3:45 A-1,B-1,C-1,D-1,1B-2,B-5,C-2 WNW 3:50 4:20 4:00 4:15 3:45 4:30 3:45 3:45 A-1 ,B-1,C-1,D-1 ,B-5,C-2 NW-NNW 3:50 4:20 4:00 4:15 3:45 4:30 3:45 3:45 sequoyah - ete- ver14.docx6 6-6

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 6-3 Evacuation Time Estimates for Partial EPZ Scenarios (2-Mile Zone Plus 10-Mile Downwind, Unstaged)

Summer Winter Weekend Weekend Midweek Daytime Daytime Evening Midweek Daytime Weekend Evening A Scenario:

Affected ERPAs_______________________ (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes)

A-1 ,B-1 ,C-1 ,D-1 ,C-2,C-3,C-6,C-7,C-8 N 3:35 3:50 3:35 3:35 3:20 3:55 3:25 3:20 A-1 ,B-1 ,C-1 ,D-1 ,C-2,C-6,C-7,C-8,D-2,D-3,D-5,D-6 NNE-NE 3:35 3:50 3:35 3:35 3:40 4:10 3:40 3:35 A-1 ,B-1 ,C-1 ,D-1 ,C-2,D-2,D-3,D-4,D-5,D-6 ENE 3:05 3:35 3:15 3:15 3:10 3:45 3:10 3:10 A-1 ,B-1 ,C-1 ,D-1 ,A-3,A-4,D-2,D-3,D-4,D-5 E 3:35 3:50 3:40 3:35 3:40 4:10 3:40 3:35 A-1 ,B-1 ,C-1 ,D-1 ,A-3,A-4,A-5,D-2,D-3,D-4 ESE 3:10 3:40 3:20 3:20 3:10 3:45 3:10 3:10 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-3,A-4,A-5,A-6,D-4 SE 3:10 3:40 3:20 3:20 3:10 3:40 3:05 3:05 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-3,A-4,A-5,A-6,B-2 SSE 3:15 3:45 3:20 3:20 3:10 3:45 3:10 3:10 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-5,A-6,B-2,B-4 S 2:35 3:00 2:45 2:45 2:30 3:00 2:35 2:35 A-1 ,B-I,C-1 ,D-1,A-2,A-6,B-2,B-3,B-4 SSW 2:40 3:05 2:45 2:45 2:30 3:00 2:35 2:35 A-1 ,B-1,C-1 ,D-1,A-6,B-2,B-3,B-4,B-7 SW 2:25 2:50 2:35 2:35 2:20 2:50 2:25 2:25 A-1 ,B-1 ,C-1 ,D-1 ,B-2,1B-3,B-4,B-5,B-6,B-7,B-8 WSW 2:20 2:40 2:25 2:25 2:15 2:40 2:20 2:20 A-1,B-1i,C-1,D-1,B-2,B-3,B- W 2:20 2:40 2:25 2:25 2:15 2:40 2:15 2:15 sequoyah -ete- verl4.docx 6-7

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Sum mer Winter Sumerkn Weekend Midweek Daytime Weekend Evening Midweek Daytime Evening Daytime Daytimemeekn vnn (1) (2) (3) (4) (5) (6) (7) (8)

Affected ERPAs Scenario:

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 5,B-6,B-7,B-8,C-4 A-1,B-1I,C-1 ,D-1 ,B-2,B-3,B-5,B-6,B-7,B-8,C-2,C-3,C-4,C-5 WNW 2:20 2:40 2:25 2:25 2:15 2:40 2:15 2:15 A-1 ,B-1 ,C-1 ,D-1 ,B-5,B-6, B-8,C-2,C-3,C-4,C-5,C-6 NW 2:25 2:45 2:30 2:30 2:20 2:45 2:20 2:20 A-1 ,B-1 ,C-1 ,D-1,B-5,C-2,C-3,C-4,C-5,C-6,C-7 NNW 3:30 3:50 3:30 3:30 3:30 4:05 3:35 3:30 100 Percent Evacuation of Affected Areas (hours:minutes)

A-1 ,B-1,C-1,D-1 ,C-2,C-3,C-6,C-7,C-8 N 5:00 5:30 5:15 5:00 5:00 5:55 5:05 5:00 A-1 ,B-1 ,C-1,D-1 ,C-2,C-6,C-7,C-8,D-2,D-3,D-5,D-6 NNE-NE 5:00 5:30 5:15 5:00 5:00 5:55 5:00 4:55 A-1 ,B-I,C-I,D-1 ,C-2,D-2,D-3,D-4,D-5,D-6 ENE 4:15 4:40 4:30 4:20 4:15 5:05 4:15 4:15 A-1 ,B-1 ,C-1 ,D-1 ,A-3,A-4,D-2,D-3,D-4,D-5 E 4:15 4:40 4:25 4:20 4:20 5:05 4:15 4:15 A-1 ,B-1 ,C-1 ,D-1 ,A-3,A-4,A-5,D-2,D-3,D-4 ESE 4:10 4:35 4:25 4:15 4:10 4:55 4:10 4:10 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-3,A-4,A-5,A-6,D-4 SE 4:05 4:30 4:15 4:10 4:05 4:50 4:05 4:05 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-3,A-4,A-5,A-6,B-2 SSE 4:05 4:30 4:20 4:10 4:05 4:50 4:05 4:05 A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-5,A-6,B-2,B-4 S 4:10 4:35 4:20 4:10 4:10 4:55 4:05 4:05 seqoyah - ere- ver14.doc- 6-8

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Summer Winter Sumerkn Weenee d Midweek Daytime Weekend Evening Midweek Daytime Evening Daytime Daytimemeekn vnn Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Affected ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal A-1 ,B-1 ,C-1 ,D-1 ,A-2,A-6,B-2,B-3,B-4 SSW 4:10 4:35 4:25 4:20 4:10 4:55 4:10 4:10 A-1 ,B-1 ,C-1 ,D-1 ,A-6,1B-2, B-3,B-4,B-7 SW 4:10 4:35 4:25 4:20 4:10 4:55 4:10 4:10 A-1 ,B-1 ,C-1 ,D-1 ,B-2,1B-3, B-4,B-5,B-6,B-7,B-8 WSW 4:15 4:40 4:30 4:25 4:10 4:55 4:10 4:10 A-1 ,B-1 ,C-1 ,D-1 ,B-2,1B-3, B-5,B-6,B-7,B-8,C-4 W 4:15 4:40 4:30 4:25 4:15 5:00 4:15 4:15 A-1,B-1 ,C-1 ,D-1i,B-2,B-3,B-5,B-6,B-7,B-8,C-2,C-3,C-4,C-5 WNW 4:15 4:40 4:30 4:25 4:05 4:50 4:05 4:05 A-1,B-1 ,C-1 ,D-1 ,B-5,B-6,B-8,C-2,C-3,C-4,C-5,C-6 NW 4:15 4:40 4:30 4:25 4:05 4:50 4:05 4:05 A-1 ,B-1 ,C-1,D-l,C-2,C-3,C-6,C-7 NNW 5:00 5:30 5:15 5:00 5:00 5:55 5:05 5:00 equoyah - ere ver14.doc6 6-9

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 6-4 Evacuation Time Estimates for Staged EPZ Scenarios (2-Mile Zone, then 5-Mile Downwind)

Summer Winter Wmer Weekend Evi Affected ERPAs Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening AfecedER~sMiwekDaytimeDatm 2-mile Zone Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

(A-l,B-1, C-1, D-1) then: Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes)

C-2 N 2:25 2:40 2:30 2:30 2:20 2:50 2:25 2:25 C-2,D-2 NNE-NE 2:40 3:00 2:45 2:50 2:40 3:10 2:45 2:45 A-3,C-2,D-2 ENE 3:00 3:20 3:00 3:05 3:00 3:35 3:05 3:05 A-3,D-2 E-ESE 3:05 3:30 3:10 3:15 3:10 3:45 3:10 3:10 A-2,A-3 SE 3:05 3:25 3:10 3:15 3:10 3:45 3:15 3:15 A-2,A-3,B-2 SSE 3:05 3:25 3:05 3:10 3:05 3:45 3:10 3:10 A-2,B-2 S-SSW 2:10 2:25 2:15 2:15 2:10 2:35 2:15 2:15 B-2 SW 2:10 2:25 2:10 2:15 2:10 2:30 2:10 2:10 B-5 WSW-W 2:15 2:30 2:15 2:20 2:15 2:40 2:15 2:15 B-2,B-5,C-2 WNW 2:25 2:40 2:30 2:30 2:20 2:50 2:25 2:25 B-5,C-2 NW-NNW 2:25 2:40 2:30 2:30 2:20 2:50 2:25 2:25 100 Percent Evacuation of Affected Areas (hours:minutes)

C-2 N 3:35 4:00 3:45 3:55 3:25 4:05 3:25 3:25 C-2,D-2 NNE-NE 3:45 4:10 3:50 4:05 3:45 4:25 3:45 3:45 A-3,C-2,D-2 ENE 4:00 4:25 4:05 4:20 4:00 4:45 4:05 4:05 A-3,D-2 E-ESE 3:55 4:25 4:05 4:20 4:00 4:50 4:05 4:05 A-2,A-3 SE 4:00 4:30 4:10 4:25 4:05 4:55 4:10 4:10 sequoyah - ele- ver14.doc6 6-10

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Winter Summer Summer Winter Daytime Weekend Evng Affected ERPAsAfecedER~sMiwekDaytimeDatm Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening 2-mile Zone Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

(A-i, B-i, C-1, D-1) then: Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal A-2,A-3,B-2 SSE 4:00 4:30 4:10 4:25 4:05 4:55 4:10 4:10 A-2,B-2 S-SSW 3:35 4:00 3:45 3:55 3:35 4:15 3:35 3:35 B-2 SW 3:35 4:00 3:45 3:55 3:25 4:05 3:25 3:25 B-2,B-5 WSW-W 3:35 4:00 3:45 3:55 3:25 4:05 3:25 3:25 B-2,B-5,C-2 WNW 3:35 4:00 3:45 3:55 3:25 4:05 3:25 3:25 B-5,C-2 NW-NNW 3:35 4:00 3:45 3:55 3:25 4:05 3:25 3:25 sequoyah - ete- ver14.doc6 6-11

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Table 6-5 Evacuation Time Estimates for TEMA Sectors Summer Winter IMdekDimMidweek Daytime Weekend Daytime Evening D*

Midweek Daytime Weekend1 Daytime Evening Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Affected ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90 Percent Evacuation of Affected Areas (hours:minutes)

A-1,A-2,A-3,A-4,A-5,A-6 Sector A 3:15 3:45 3:20 3:20 3:10 3:45 3:10 3:10 B-1,,B-2,B-3,B-4,B-5,B- Sector B 2:20 2:40 2:25 2:25 2:15 2:40 2:20 2:20 6,B-7,B-8 C-1 ,C-2,C-3,C-4,C-5,C- Sector C 3:30 3:50 3:30 3:30 3:30 4:05 3:35 3:30 6,C-7,C-8 D-1,D-2,D-3,D-4,D-5,D- Sector D 3:05 3:35 3:15 3:15 3:10 3:45 3:10 3:10 6 1 100 Percent Evacuation of Affected Areas (hours:minutes)

A-1,A-2,A-3,A-4,A-5,A-6 Sector A 4:05 4:30 4:15 4:10 4:05 4:50 4:05 4:05 B-1,B-2,B-3,B-4,B-5,B- Sector B 4:15 4:40 4:30 4:25 4:10 4:55 4:10 4:10 6,B-7,B-8 C-1,C-2,C-3,C-4,C-5,C- Sector C 5:00 5:30 5:15 5:00 5:00 5:55 5:05 5:00 6,C-7,C-8 D-1,D-2,D-3,D-4,D-5,D- Sector D 4:15 4:40 4:30 4:20 4:15 5:05 4:15 4:15 6

squoyah - ete- ver14.doc6 6-12

Sequoyah Nuclear Power Plant

, ARCADIS Evacuation Time Estimates 6.6 Sensitivity to Population Growth and Roadway Impact 6.6.1 Population Growth NRC guidance (CR-7002) for updating ETE studies more frequently than the 10-year federal census includes criteria based on population growth. Specifically, if the residential population growth in the EPZ since the last ETE update is sufficient to cause an increase in the ETE by 25 percent or by 30 minutes, whichever is less, then a full ETE update study must be performed.

A sensitivity analysis was performed by determining the 90 percent ETEs for increases of 10, 15, 20, and 25 percent of the EPZ residential population for the summer weekend, normal weather scenario. This scenario produced the longest ETE by season or time of day. The population was increased in the same manner in the surrounding region, out to 15 miles. With a 25 percent increase in residential population above the 2010 U.S. Census values, the 90 percent ETE for the full EPZ increased to 4:09, an increase of 29 minutes. Because the EPZ residential population for Sequoyah changed by less than 16 percent between 2000 and 2010, it appears unlikely that an increase of 25 percent or 30 minutes will occur before 2020.

The 100% ETEs increased more rapidly than the 90% ETEs, consistent with the general pattern of all ETE results. Results are illustrated on Figure 6-2. With a 25 percent increase in population, the 100% ETE for the full EPZ increased by 56 minutes. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs. It was assumed that if the residential growth within the EPZ was more than 20 percent within 10 years, it would be substantial enough to be noticed by all residents within the EPZ and local officials. Therefore, the recommended update threshold for the Sequoyah EPZ, based on population growth, is 20 percent.

sequoyah - ete-ver14.docx 6-13

Sequoyah Nuclear Power Plant 0 ARCADIS Evacuation Time Estimates SQN-Population Growth vs ETE (Full EPZ) 6:25 6:20 6:15 4ý Y= 0.1715x+ 0.2196 6:10 R' = 0.996 6:05 ,, ___ _

5:55 6:00 5:50 10mile 5:4 5 W

" 5:40 - Upper 5:35 _ _Linear(10mile) --

5:30 5:25 5:20 5:15 5:10 0% 5% 10% 15% 20% 25%

Population Increase %

Figure 6-2 ETE Population Growth Sensitivity Analysis 6.6.2 Roadway Impact NRC guidance (CR-7002) also requires analysis of a "roadway impact" scenario. For this scenario, a major evacuation route is removed or reduced in capacity.

Specifically, one of the five highest volume roadways is removed from service. This scenario is specified as summer weekday, normal weather for the full EPZ. For Sequoyah, the five highest volume roadways for this scenario are listed below:

" SR 58 SB (South of EPZ) - 12,046 vehicles

SR 319 SB - 10,976 vehicles

US27/SR29 NB - 7,709 vehicles

" 1-75 SB - 5,317 vehicles

" SR 58 NB (North of EPZ) - 3,351 vehicles sequoyah - ete- ver14,doc6 6-14

Sequoyah Nuclear Power Plant 0 ARCADIS Evacuation Time Estimates The route with the highest volume of vehicles, SR 58 was selected for the roadway impact. The roadway impact was modeled by completely blocking the route to traffic.

The road closure caused re-routing of evacuees compared to the summer day scenario with no lane closure. The impact location is shown on Figure 6-3. With the road closure in place, the ETEs increased from 3:30 (90%) and 5:00 (100%) to 4:55 (90%) and 8:25 (100%). The increased ETEs are due to evacuees taking alternate routes to avoid the road closure. Figure 6-3 compares the traffic flows by link before and after the road closure.

Before After Figure 6-3 Comparison of Traffic Flows Before and After Road Closure Scenario 6.7 Performance Metrics for Simulation Model The performance of VISSIM is assessed using standard metrics, consistent with the guidance provided in CR-7002. Table 6-6 provides a summary of simulation parameters for winter day normal weather scenario for the full EPZ. Figure 6-4 illustrates the number of vehicles on the network over the course of the simulation, sequoyah - ste- er14v6.d-1 6-15

Sequoyah Nuclear Power Plant 0 ARCADIS Evacuation Time Estimates while Figure 6-5 compares the rate of vehicles loading onto the network to the frequency of departures. The parameters in Table 6-6 include an average travel speed for evacuating vehicles of 17.7 miles per hour, which indicates that traffic is encountering significant congestion during much of the simulation. The average travel time of 3.08 hours9.259259e-5 days 0.00222 hours 1.322751e-5 weeks 3.044e-6 months reflects travel to the designated reception centers, rather than the travel time to exit the EPZ.

Table 6-6 Summary of Network Performance (Full 10-Mile EPZ, Winter Weekday, Normal Weather)

All Vehicles Background/Shadow Evacuation Average Delay (s) 4,405 882 6,352 Average Stop Delay (s) 1,323 270 1,905 Average # of Stops 955 197 1,374 Average Speed (mph) 20.9 35.2 17.7 Average Travel Time (hr) 2.42 1.23 3.08 Vehicle Hours Traveled (VHT) 167,121 30,701 136,420 Vehicle Miles Traveled (VMT) 3,496,245 1,080,191 2,416,055

of Completed Trips 75,802 24,908 50,894 Average Speed for Major Evacuation Routes Route Speed (mph)

US 27 SB 61.4 Hixson Pike (TN 319 SB) 10.0 Middle Valley Rd to Hixson Pike SB 21.6 TN58SB 18.4 1-75 SB 61.3 Hunter Rd to 1-75 SB 53.3 Dayton Pike (TN 29 NB) 50.3 TN 312 NB 43.2 TN 58 NB 45.0 TN 2 NB 44.9 1-75 NB 66.2 sequoyah - ete-ver14.doc- 6-16

Sequoyah Nuclear Power Plant

%0ARCADIS Evacuation Time Estimates Evacuation Vehicles by Hour Crossing EPZ Boundary Fair Weather, Winter Day, Full EPZ Scenario 25000 20000 0

- 15000 s 2-mile 0 10000 m5-mile El E1 0-mile

= 5000 0

1 2 3 4 5 6 Simulation Hour 10-mile: 90% ETE = 3:40, 100% = 5:00 Figure 6-4 Time Distribution of Vehicles on the Network (Full 10-Mile EPZ, Winter Weekday, Normal Weather) sequoyah -ete- verl4.docx 6-17

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Mobilization and Cumulative EPZ Evacuation 50 100%

90%

40 80%

70%

S30 60%

30%

10 20%

30%

10%

0 0%

0 50 100 150 200 250 300 350 Time after Evacuation Order Issued (min)

Figure 6-5 Comparison of Vehicle Mobilization and Departure Rates (Total Vehicles 50,894) 6.8 ETE for Transit-Dependent, Special Facilities, and Schools The ETE for transit-dependent members of the general public is estimated based on the assumption of two sequential sets of bus runs. The first run would begin 90 minutes after the evacuation notice, allowing time for evacuees to prepare and to travel to designated pickup points. The time sequence would then proceed in the following steps:

55 minutes for the bus to traverse up to ten pickup points (5 miles at 20 mph =

15 minutes) and load passengers (4 minutes per stop = 40 minutes)

80 minutes to travel out to reception center, (up to 20 miles @ 35 mph = 35 minutes), unload (10 minutes), confirm route for next trip (5 minutes) and return to start of route (up to 20 miles at 40 mph = 30 minutes)

Repeat pickups (55 minutes) and travel out of EPZ (35 minutes). TOTAL = 5:15 s*oUOyah - e ver14.d=c1 6-18

Sequoyah Nuclear Power Plant 07 ARCADIS Evacuation Time Estimates For non-ambulatory residents, a single set of trips for ambulances and WC buses is planned, based on estimated need. It is estimated that these vehicles would mobilize within 120 minutes. For a WC van with three pickups, loading would take 15 minutes per stop, transit between stops could take up to 30 minutes (10 miles at 20 mph), and travel out of the EPZ another 35 minutes (20 miles @ 35 mph): total time 3:50. An ambulance making two pickups would take 15 to 30 minutes less time to evacuate.

Estimated evacuation times for special facilities, schools and daycares located in the EPZ are summarized in Tables 6-7 and 6-8. Many of these estimates are shorter than the 100% ETEs for the general population. Facility-specific estimates are again based on a three-step time sequence: (1) mobilization, (2) loading, and (3) travel out of the EPZ. Mobilization and loading times are generally the largest components. At nursing homes and assisted living facilities, ambulatory patients will require 15 minutes to load a bus or van. WC buses or vans and ambulances will require 30 minutes to load. Schools and daycares load faster, on the order of 15 to 30 minutes total time, since loading buses is a more routine activity for school children. In all cases, it is assumed that multiple vehicles with load simultaneously. Mobilization times range from 90 to 150 minutes to contact drivers, provide them with instructions and deploy them to assigned schools and special facilities. For travel time, average speeds were estimated for the anticipated evacuation route, based on the traffic simulation for the Winter Day scenario. The simplified stepwise methodology used to determine these estimates provides a typical evacuation time, rather than an upper bound 100%

value.

sequoyah - ere- vet 1.dcc 6-19

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 6-7 ETE for Special Facilities, Sequoyah EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles Travel Distance Outbound Trael Mobilization Loading EPZ Travel Time to ETE Facility Population Time Time to EPZ (mi)

Type (min) (min) Boundary Speed Boundary (mi) (mph) (min) 4 WC Bus 90 60 155 Soddy Daisy Health Care 120 3 Ambulance 90 45 7 61.4 5 140 Center 6 Bus 90 30 125 trip 2 205 30 240 14 WC Bus 90 120 220 6 Ambulance 90 90 190 Memorial Hospital 408 21 Bus 90 60 10.0 10 160 trip 2 240 60 310 5 WC Bus 90 75 170 3 Ambulance 90 45 140 bus 90 30 2 10.0 512 Life Care Center 108 66 Bus 90 30 125

trip 2 205 30 240 Morning Pointe 68 4 Bus 90 30 2 10.0 5 125

trip 2 205 30 240 2 Bus 90 30 125

'Open Arms Care" Facilities 32 I trip 2 205 30 61.3 5 240 sequoyah - ete- verl4.doc62 6-20

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Table 6-8 ETE for Schools and Daycares, Sequoyah EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles Distance Outbound Travel ETE ETE Mobilization Loading to EPZ Travel Time to First- Second Facility Population # Time Time toEPZ Type Timi) Tme Boundary Speed Bounda Wave -Wave*

(mi) (mi) (mi) (mph) (min) (min) (min)

(mm)im)

John Allen Elementary 624 11/45 Bus / Auto 150 30 8 61.4 10 190 310 Snow Hill Elementary 563 10/41 Bus / Auto 150 30 10 18.4 35 215 360 Hamilton County H.S. 152 3/10 Bus / Auto 120 30 5 43.2 5 155 270 Sequoyah High. School 369 7/26 Bus / Auto 150 30 9 61.4 10 190 310 McConnell Elementary 614 11/44 Bus / Auto 150 30 8 10 50 230 390 Loftis Middle School 826 14 / 62 Bus / Auto 150 30 8 10 50 230 390 Soddy-Daisy Middle S. 564 10/41 Bus / Auto 150 30 8 61.4 10 190 310 Soddy Elementary 380 7 / 21 Bus / Auto 150 30 6 50.3 5 185 300 Ooltewah H.S. 1902 32/142 Bus / Auto 150 30 4 61.3 5 185 300 Brown Middle School. 516 9 / 38 Bus / Auto 150 30 2.5 18.4 10 190 310 Central H.S. 1050 18/78 Bus / Auto 150 30 3 18.4 10 190 310 Harrison Elementary 487 9/34 Bus / Auto 150 30 2.5 18.4 10 190 310 Soddy-Daisy H.S. 1568 27/115 Bus / Auto 150 30 9 61.4 10 190 310 Daisy Elementary 473 8/36 Bus / Auto 150 30 9 61.4 10 190 310 Ganns Elementary 480 8/36 Bus / Auto 150 30 6 21.6 15 195 320 Falling Water Elem. 241 5/16 Bus / Auto 120 30 2 61.4 5 155 270 Hixson H.S. 762 13/56 Bus / Auto 150 30 3 10 20 200 330 Hixson M.S. 488 9/34 Bus / Auto 150 30 3 10 5 185 300 Big Ridge Elementary 585 10 / 34 Bus / Auto 150 30 3 10 20 200 330 W. A. Smith Elem. 879 15/53 Bus / Auto 150 30 8 53.3 10 190 310 N. Ham. Co. Elem. 407 7/27 Bus/ Auto 150 30 5 50.3 5 185 300 sequoyah - ete- ver14.doc6 6-21

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates Vehicles Distance Outbound Travel ETE ETE Mobilization Loading to EPZ Travel Time to First- Second Facility Population Time Time Boundary Speed Bonay EPZ Wave -Wave*

F Type (min) (min) (mi) (mph) (min) (min) (min)

Hunter Road Mid. 785 14/57 Bus / Auto 150 30 8 53.3 5 185 300 Prospect Elementary School 422 8 / 29 Bus / Auto 150 30 2 66.2 5 185 300 Ivy Academy 200 4/12 Bus / Auto 120 30 4 61.4 5 155 270 Ooltewah 7th Day Adventist 100 7 Bus 120 30 5 61.3 5 155 270 Day Care Facilities Childcare Network (Ooltewah) 74 2/9 Bus / Auto 90 15 5 61.3 5 110 210 Discovery Point CDC 35 3/4 Bus / Auto 90 15 8 53.3 10 115 220 Daisy Head Start 144 3/20 Bus / Auto 90 15 9 61.4 10 115 220 Hixson Learning Center 21 2/4 Bus / Auto 90 15 3 10 20 125 240 Kids R Kids Preschool 60 1/ 9 Bus / Auto 90 15 4 10 25 130 250 Hixson First Baptist CDC 113 2/17 Bus / Auto 90 15 4 10 25 130 250 Hixson U Methodist Preschool 48 4/6 Bus / Auto 90 15 4 10 25 130 250 Burks United Methodist DC 60 1/ 9 Bus / Auto 90 15 4 10 25 130 250 Childcare Network (Hixson) 50 1/7 Bus / Auto 90 15 4 21.6 10 115 220 Grace Christian Academy 65 2/7 Bus / Auto 90 15 2 61.4 5 110 210 ABC Day Care Center 68 2/8 Bus / Auto 90 15 9 61.4 10 115 220 Sequoyah Learning Center 15 2/3 Bus / Auto 90 15 9 61.4 10 115 220 ABC Day Nursery 15 2/3 Bus / Auto 90 15 9 61.4 10 115 220 Soddy Daisy HealthCente Care 120 2/18 Bus / Auto 90 15 9 61.4 Center 10 115 220 Mill Creek Country Day School 120 2/18 Bus / Auto 90 15 4 61.3 5 110 210 Tiny Scholars 31 3/4 Bus / Auto 90 15 5 21.6 15 120 230 sequoyah - et -vr14.doc 6-22

Sequoyah Nuclear Power Plant

%.ARCADIS Evacuation Time Estimates Vehicles Distance Outbound Travel ETE ETE Mobilization Loading to EPZ Travel Time to First- Second Facility Population Time Time touEPZr Travel EPZ

Type (min) (min) Boundary Speed Wave -Wave*

(mi) (mph) (min) (mi) (mi)

Bachman Academy 46 4/6 Bus / Auto 90 15 3 44.9 5 110 210

Second-wave ETE reflects 80 minutes for travel out to reception center, unload, and back to facility plus second loading period and travel out of EPZ.

sequoyah -ete- ver14 doc= 6-23

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates 6.9 Special Event A special event was modeled for the Hamilton County Fair. An additional 700 personal vehicles (three persons per vehicle) and 30 buses were modeled. It was assumed that all of the vehicles would park within walking distance of the Chester Frost Park (ERPA D-6) and that the departure rates would be similar to other transient visitors in the EPZ.

It was also assumed that the buses would leave Middle Valley Recreational Park (ERPA D-3) and travel to the designated reception center (Orchard Knob Middle School), with a round trip time of 30 minutes.

When the additional vehicles were added to the full EPZ, summer weekend (normal weather) scenario, the ETEs increased from 3:40 (90 percent) and 5:15 (100 percent) to 4:00 (90 percent) and 5:25 (100 percent). The 10-minute increase in the 100 percent evacuation time is an expected outcome since the event takes place at the edge of the EPZ. The vehicles leaving from the event are able to leave in a reasonable amount of time without causing additional traffic delay.

SeqlUOyah-elý ver14.doc 6-24

Sequoyah Nuclear Power Plant ARCADIS Evacuation Time Estimates

7. Traffic Control Recommendations 7.1 General Evacuation simulation results have been reviewed to assess access control locations, traffic management locations, and recommendations for the Sequoyah EPZ. Predicted queuing at high-volume intersections is summarized in Table 7-1.

7.2 Evacuation Access Control Locations Access control measures were not specifically addressed in the conduct of this study. Background traffic within the EPZ was not found to be a significant contributor to traffic congestion during the early stages of evacuation.

7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulation results for Sequoyah indicate that traffic flow will encounter congestion inside the EPZ, and will continue to encounter delays on primary evacuation routes outside of the EPZ, especially around the city of Chattanooga. The traffic flow maps provided in Appendix F and the data in Table 7-1 reveal locations where additional traffic management could be best deployed to achieve a reduction in ETEs.

sequoyah -et- ver14.docx 7-1

Sequoyah Nuclear Power Plant 0, ARCADIS Evacuation Time Estimates Table 7-1 Predicted Queuing at Major Intersections (Full 10-Mile EPZ, Winter Weekday, Normal Weather)

Avg Intersection Name City/Town/Area Location Control Type Queue Volume (ft)

TN 58 SB left turn merge to TN 153 Chattanooga, TN 15-mile Yield 1,520 16,998 SB TN 319 (Dupont Pkwy) SB right turn Chattanooga, TN 15-mile Yield 1,120 8,026 merge to TN 58 (Amnicola Hwy) SB Lee Pike / Old Dayton Pike Soddy-Daisy, TN Within EPZ Two-way stop 940 1,298 US 11 Keith St NB right turn to 20th Cleveland, TN 15-mile Signalized 820 3,646 St (Ocoee Middle School)

TN 153 SB merge to 1-75/US 74 SB Chattanooga, TN 15-mile Yield 820 12,898 TN 58 SB / County Hwy 2205 Hunter Harrison, TN Within EPZ Signalized 800 4,344 Rd US 64-US1 1-TN 2 / County Hwy 1145 Hunter Rd - Mountain View Rd Ooltewah, TN Within EPZ Signalized 760 6,019 Hixon Pike / N Access Rd Chattanooga, TN 15-mile Signalized 680 6,956 TN 58 SB / N Hickory Valley Rd Harrison, TN Within EPZ Signalized 660 6,503 TN 319 (Tsati Terracemerge to TN Soddy-Daisy, TN Within EPZ Two-way stop 520 5,963 29-US 27 NB I _IIIII sequoyah - ete- ver14.doc2 7-2

0, ARCADIS Appendix A Geographical Boundaries of ERPAs

SECTOR BOUNDARIES SECTOR BOUNDARIES N: Soddy Creek N: Lee Pike A-1 E: Chickamauga Lake A-2 E: Chickamauga Lake 5: Sequoyah Access Road S: Soddy Creek W: Thatcher, Green Pond and Hamby Roads. W: SR 29 N: Soddy Creek N: Board Camp Creek A-3 E: Thatcher Road A-4 E: Mountain Road (Hotwater Road)

S: Sequoyah Access Road S: Poe Road W: Mountain Road (Hotwater Road) W: Board Camp Creek, South to Mowbray Road N: Retro-Hughes Road N: Pickett Road - Sale Creek A-5 E: US 27 A-6 E: Chickamauga Lake S: Durham Street (in Soddy Daisy) S: Lee Pike W: Board Camp Creek W: McCallie Road - Starmer Road N: Cooley Road N: Hardin Road B-1 E: SR 58 B-2 E: SR 58 S: Igou Ferry Road S: Cooley Road W: Chickamauga Lake W: Chickamauga Lake N: Sam Smith Road N: Cookson Road - Sam Smith Road B-3 E: Hamilton/Bradley County Line B-4 E: Dolly Pond Road - Pierce Road S: Gamble Road S: Hardin Road I W: Dolly Pond Road - Pierce Road W: Chickamauga Lake N: Smith Road N: Denton Hollow Road extended to Co. Line B-5 E: Hamilton/Bradley County Line B-6 E: White Oak Valley Road S: Mahan Gap Road S: Harrison Pike W: SR 58 W: Bradley/Hamilton County Line N: Co. Line - Mt. Zion Rd - Georgetown Pk. N: Old Freewill Road to Freewill Road B-7 E: G'town Pk, Rabbit Valley and Freewell Rds. B-8 E: 1-75 to Freewill Road S: Bigsby Cr. Rd - Rabbit Valley Rd. S: Harrison Pike W: Bradley/Hamilton County Line W: White Oak Valley Road N: Igou Ferry Road N: Morning Glory Dr. - Gap Road C-1 E: SR 58 C-2 E: Savannah Bay S: Morning Glory Road S: Chickamauga Lake W: Chickamauga Lake W: Chickamauga Lake N: Mahan Gap Road N: Harrison Pike C-3 E: Hamilton/Bradley County Line C-4 E: Harrison Pike S: Providence and Mud Spring Rds. 75 S: 1-75 W: Savannah Bay to Mahan Gap Rd. W: Bradley/Hamilton County Line N: 1-75 N: Chickamauga Lake C-5 E: US 64/40 Bypass C-6 E: Providence, Mud Springs Rds., Ooltewah Hwy, 1-75 S: US 11/64 S: Drew Hunter Rd. and 1-75 W: Bradley/Hamilton County Line W: Drew Hunter Rd. and Chickamauga Lake N: SR 58 N: Harrison Bay C-7 E: Drew Hunter Road C-8 E: SR 58 S: Southern RR and 1-75 S: Turn Key Road - Champion Road W: Boris Drive - Basswood Drive W: Chickamauga Lake N: Sequoyah Access Road N: Sequoyah Access Road D-1 E: Chickamauga Lake 0-2 E: Hamby Road - Chickamauga Lake S: Chickamauga Lake S: Gold Point Circle Rd. - Chickamauga Lake W: Hamby Road W: Dallas Road - Lovell Road N: US 27 N: Poe Road D-3 E: Dallas Road - Lovell Road D-4 E: US 27 S: Gold Point Circle Road S: Pitts Road W: Thrasher Road W: Poe Road to the Falling Water Community N: Thrasher Road N: Gold Point Circle Road D-5 E: Hixson Pike 0-6 E: Chickamauga Lake S: Grubb Road S: Gann Store Road W: SR 153 -SR 29 W: Hixson Pike

0 ARCADIS Appendix B Transient and Special Facility Population Data

Table B-1. Major Employers in Sequoyah EPZ Population Vehicles Summer Winter Summer Winter Facility ERPA Weekday Weeknight Weekend Weekday Weeknight Weekend Weekday Weeknight Weekend Weekday Weeknight Weekend FROST CUTLERY CO C-6 110 15 0 110 15 0 110 15 0 110 15 0 AVM INTERPRISES C-6 65 10 5 65 10 5 659 10 5 65 10 5 DYNATRONICS C-6 50 7 0 50 7 0 50 7 0 50 7 0 BENCHMARK PHYSICAL THERAPY C-6 75 0 15 75 0 15 75 0 15 75 0 15 MODERN WAY PRINTING & FLFLLMNT C-6 50 0 0 50 0 0 50 0 0 50 0 0 R &R ERECTORS INC D-3 50 0 0 50 0 0 50 0 0 50 0 0 GOLD BOND INC D-5 250 50 250 200 50 100 250 50 250 200 50 100 SEQUOYAH NUCLEAR PLANT D-1 766 97 76 766 97 76 766 97 76 766 97 76 BUDWEISER OF CHATrANOOGA D-4 20 50 0 20 50 0 20 50 0 20 50 0 SODDY-DAISY CITY HALL A-3 50 0 0 50 0 0 50 0 0 50 0 0 MILLER INDUSTRIES INC C-7 300 0 50 300 0 50 300 0 50 300 0 50 TOYOTA OF CLEVELAND C-4 80 0 80 80 0 0 680 0 80 80 0 80 VW Plant Ooltewah C-7 1800 800 100 1800 800 1080 1800 800 100 WALMART SUPERCENTER D-4 338 450 563 338 450 56 225 300 375 225 300 3715 Amazon Distirbution Center C-7 1000 1000 1000 3300 3300 1 3300 1 900 900 900 2500 2500 250 Table B-2. Recreation Areas and Facilities, Hotels, and Motels in Sequoyah EPZ Population Vehicles Summer Winter Summer Winter Facility ERPA Weekday Weeknight Weekend Weekday Weeknight Weekend Weekday Weekniglht Weekend Weekday Weekniglht Weekend CHESTER FROST PARK D-6 2088 588 3000 270 270 1500 337.6 237.6 487.6 110.4 110.4 260.4 Harrison Bay State Park C-2 1770 570 2600 1770 570 1300 222.6 222.6 472.6 222.6 222.6 472.6 Booker T Washington State Park C-8 638 138 goo 438 138 638 246 46 427 196 46 296 Island Cove Marina C-8 480 336 600 360 336 480 160 112 200 120 112 160 Hýometown Inn A-3 80 680- 80 80 80 80 40 40 40 40 40 40 K(OACa mpgrou nd C-4 240 240 240 240 240 240 100 100 100 100 100 100 Possum Creek RV Park & Campground IA-6 144 144 1144 144 144 144 60 60 60 60 60 60 Camp Joy IC-6 170 170 0 L 0 0 30 30 0 0 1 0 0-Chatta nooga Yacht Club C-8 540 390 540 540 390 540 180 130 180 180 130 180 Harbor Lights Marina D-1 480 240 480 LBO 240 480 160 80 160 160 80 160 Creeks Bend Golf Club D-6 75 o 75 75 0 75 50 0 50 50 0 50 Super 80Ooltewah C-6 108 108 108 108 108 108 54 54 54 54 S4- 54 Pine Harbor A-3 300 120 300 300 120 300 100 40 100 100 40 100 Page 1 of 2

Table B-3. School Facilities in Sequoyah EPZ School ERPA Students Staff Students Bus Auto Staff John Allen Elementary A-3 624 78 702 11 45 Snow Hill Elementary C-2 563 70 633 10 41 Hamilton County H.S. C-2 152 19 171 3 10 Seguoyah High. School D-2 369 46 415 7 26 McConnell Elementary D-3 614 77 691 11 44 Loftis Middle School D-3 826 103 929 14 62 Soddy-Daisy Middle S. A-3 564 71 635 10 41 Soddy Elementary A-5 330 41 371 7 21 Doltewah H.S. C-6 1902 238 2140 32 142 Brown Middle School. C-7 516 65 581 9 38 Central H.S. C-7 1050 131 1181 18 78 Harrison Elementary C-8 487 61 548 9 34 Soddy-Daisy H.S. D-3 1568 196 1764 27 115 Daisy Elementary ~ -~ D-3 473 59 532 8 36 Ganns Elementary D-3 D-4 D-5 D-5 488 1 61 1 549 9 34 Bin RidGe I D-6 1 510 1 64 1 574 1 10 1 34 N. A. Smi. l C-7 779 97 876 1 15 1 53 N. Ham. Go. Elem. ___ A-5 377 47 424 7 27 Hunter Road Mid. E-7 785 98 883 57 B-8 422 53 475 29 FT 200 24 224 12 inn 19 7 Ooltewah 7S D 0 E-3 100 112 Table B-4. Large Daycare Facilities in Sequoyah EPZ Children +

Daycare ERPA Staff Bus Auto Childcare Network (Ooltewah) C-7 89 2 9 Discovery Point CDC C-7 42 3 4 Daisy Head Start A-3 173 3 20 Hixson Learning Center D-6 25 2 4 Kids R Kids Preschool D-6 72 1 9 Hixson First Baptist CDC D-5 136 2 17 Hixson U Methodist Preschl D-5 58 4 6 Burks United Methodist VC D-5 72 1 9 Childcare Network (Hixson) D-5 60 1 7 Grace Christian Academy D-5 78 2 7 ABC Day Care Center A-3 82 2 8 Sequoyah Learning Center A-1 18 2 3 ABC Day Nursery A-3 18 2 3 Soddy Daisy Health Care Center A-3 144 2 18 MillCreek Country [

Table B-6. Hosptials and Nursing Homes in Sequoyah EPZ

-" Facilities 21 osnital I D-6 4081 211 141 61 2001 Life Care Center D-5 108 6{ 51 31 40 Morning Pointe ID-5 1 681 41 25 Page 2 of 2

ARCADIS Appendix C Population Data Maps

ARCADIS Appendix D Roadway Network Map and Data Table

Appendix D Sequoyah NGS Node Data Table Note: Coordinatesin NAD83 State Plane Tennessee Node # X-Coord Y-Coord Control Type 1 2279232.2 449351.8 Two-way Stop 8 2264117.7 426643.5 Two-way Stop 10 2321550.2 350143.5 Two-way Stop 14 2322647.1 349760.1 Two-way Stop 24 2312195.2 316713.4 Signalized- Actuated 26 2300757.7 315612.9 Signalized - Actuated 27 2300811.3 315635.3 Signalized - Actuated 32 2301400.3 314812.1 Signalized - Actuated 34 2301349.6 314800.6 Signalized - Actuated 38 2305240.6 311135.8 Signalized - Actuated 39 2305289.0 311096.3 Signalized - Actuated 40 2305223.3 311095.4 Signalized - Actuated 42 2305271.3 311059.7 Signalized - Actuated 44 2307807.9 309596.5 Signalized - Actuated 45 2307852.2 309629.9 Signalized - Actuated 46 2312868.6 305462.2 Two-way Stop 49 2312784.8 305468.6 Two-way Stop 58 2302315.3 303767.3 Signalized - Actuated 59 2301932.7 302183.2 Signalized - Actuated 62 2303886.1 302078.0 Signalized - Actuated 65 2282741.4 299862.9 Two-way Stop 66 2282843.4 299834.9 Signalized - Actuated 68 2283446.0 299681.4 Signalized - Actuated 69 2313027.5 299334.0 Two-way Stop 78 2312973.6 299344.4 Two-way Stop 84 2312868.1 299168.4 Two-way Stop 86 2312915.9 299150.6 Two-way Stop 87 2290606.8 296934.4 Two-way Stop 89 2290655.1 296894.9 Two-way Stop 90 2290071.7 296364.4 Two-way Stop 92 2290114.1 296324.9 Two-way Stop 106 2300762.5 292825.5 Two-way Stop 110 2300772.1 292774.5 Two-way Stop 114 2307850.0 292284.3 Signalized - Actuated 115 2307837.5 292342.5 Signalized - Actuated 118 2263695.8 423628.7 Signalized - Actuated 119 2263738.0 423596.4 Signalized - Actuated 122 2260629.6 420656.7 All-way Stop 123 2260653.9 420606.0 All-way Stop 127 2258817.2 419084.3 Signalized- Actuated 132 2243264.8 403743.2 Two-way Stop 133 2243205.0 403764.5 Two-way Stop 135 2294797.9 439737.3 Two-way Stop Page 1 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 136 2262589.6 424400.4 Signalized - Actuated 137 2328471.7 432227.5 All-way Stop 138 2291850.7 308818.7 Two-way Stop 142 2300551.3 330098.3 Signalized - Actuated 143 2301691.6 314422.3 Signalized - Actuated 144 2301671.6 314360.1 Signalized- Actuated 145 2300621.2 315807.8 Signalized - Actuated 146 2300662.6 315844.9 Signalized - Actuated 149 2304325.1 312282.8 Signalized - Actuated 150 2304348.3 312334.1 Signalized - Actuated 161 2178188.3 262100.5 Signalized - Actuated 169 2185800.5 281433.9 Signalized - Actuated 182 2196696.9 287362.7 Signalized - Actuated 204 2246782.3 393831.8 All-way Stop 208 2248234.0 383227.5 Two-way Stop 218 2243529.1 375695.1 Two-way Stop 220 2269092.5 373111.6 Two-way Stop 224 2240458.6 370810.6 Two-way Stop 226 2212244.7 369189.1 Two-way Yield 227 2228205.6 367976.1 Signalized - Flashing 244 2227057.8 357504.5 Two-way Stop 245 2227238.5 358310.6 Two-way Stop 246 2224195.8 356208.7 Two-way Stop 247 2225592.2 359242.4 Signalized - Flashing 250 2224129.8 356252.0 Two-way Stop 253 2279080.8 353963.8 Signalized - Flashing 255 2222490.4 354337.6 Two-way Stop 258 2218061.9 354368.5 Two-way Stop 260 2238067.6 352955.6 Two-way Stop 262 2222699.5 354321.3 Two-way Yield 263 2223098.6 353032.5 Two-way Stop 282 2219609.2 345500.1 Two-way Stop 284 2220142.4 344925.7 Two-way Stop 288 2221003.7 344387.2 Two-way Stop 294 2250451.2 343451.9 Two-way Stop 296 2224107.9 343395.0 Two-way Stop 300 2230147.8 341967.1 Two-way Stop 307 2204102.5 338505.7 Two-way Stop 314 2266764.8 336166.2 Two-way Stop 315 2212572.3 336394.7 Signalized - Flashing 318 2213317.3 335141.7 Signalized - Flashing 329 2213788.5 333766.1 Signalized - Flashing 334 2210856.0 333093.5 Two-way Stop 339 2263754.8 331756.6 All-way Stop 342 2209796.0 331985.5 Two-way Stop Page 2 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 343 2214706.5 331513.1 Two-way Stop 346 2234953.0 330620.5 Two-way Stop 348 2269116.3 329361.4 Two-way Stop 349 2207662.4 329965.9 Signalized - Flashing 350 2222063.5 328219.9 All-way Stop 351 2216917.8 328186.8 Two-way Stop 354 2209351.5 327941.4 Signalized - Flashing 357 2233757.4 326765.8 All-way Stop 367 2208568.4 324389.5 Two-way Stop 374 2229846.6 321889.3 Two-way Stop 375 2199212.3 322195.8 Signalized - Flashing 376 2213000.3 321983.8 Two-way Stop 380 2201923.7 321591.1 Two-way Stop 384 2202563.5 320781.0 Two-way Stop 391 2246743.3 319013.1 Two-way Stop 397 2196798.9 317965.2 Two-way Stop 399 2204314.7 317726.5 Two-way Stop 401 2205291.7 317363.1 Two-way Stop 402 2191512.0 317396.7 Two-way Stop 403 2221474.5 317582.3 Signalized - Flashing 407 2219817.2 316778.1 Signalized - Flashing 414 2194327.3 314582.8 Two-way Stop 417 2234787.2 312746.3 Two-way Stop 418 2210563.7 312492.1 Signalized - Flashing 420 2193745.2 312572.5 Two-way Stop 431 2249533.0 311639.3 Two-way Stop 434 2193701.4 311669.5 Two-way Stop 437 2193781.8 312860.3 Two-way Stop 438 2162773.4 311571.5 Two-way Stop 445 2247146.0 309687.3 Two-way Stop 449 2252430.2 309330.6 Two-way Stop 457 2259089.8 307736.0 All-way Stop 462 2199742.1 307727.2 Two-way Stop 467 2214652.3 306003.2 Two-way Stop 471 2244047.4 305180.5 Two-way Stop 474 2205708.5 306508.1 Signalized - Flashing 479 2250089.4 304746.9 Two-way Stop 484 2242449.1 303807.9 All-way Stop 488 2193283.8 303807.3 Signalized - Actuated 496 2193143.1 301109.0 Signalized - Flashing 498 2235831.5 300481.6 Two-way Stop 506 2207853.1 299729.7 Signalized - Actuated 512 2202151.2 298715.3 Signalized - Flashing 518 2206026.2 297923.9 Signalized - Flashing 519 2248670.3 297187.3 Two-way Stop Page 3 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 521 2254282.1 296899.5 Two-way Stop 525 2208694.1 297050.0 All-way Stop 528 2201358.5 296892.5 Signalized - Actuated 534 2193119.9 295157.3 Signalized - Flashing 536 2231396.5 294664.6 Signalized - Flashing 538 2198219.6 294920.4 Signalized - Flashing 543 2183888.3 293351.8 Signalized - Actuated 545 2246504.1 292299.8 Two-way Stop 548 2194074.4 291961.5 Two-way Stop 555 2205706.9 290852.4 All-way Stop 571 2195935.4 288357.8 Signalized - Flashing 572 2193322.0 288312.1 Signalized - Actuated 580 2253530.8 287161.9 Two-way Stop 586 2181459.3 287710.0 Signalized - Actuated 591 2196679.5 287286.0 Signalized - Actuated 594 2180988.9 287033.2 Signalized - Actuated 598 2192886.0 286674.3 Signalized - Actuated 600 2192774.6 286375.0 Signalized - Actuated 605 2180529.4 286025.2 Signalized - Actuated 608 2190767.6 285198.3 Signalized - Actuated 612 2189806.4 284943.6 Signalized - Actuated 621 2198464.7 283128.5 Two-way Yield 627 2178761.8 282292.3 Signalized - Actuated 628 2219457.0 281790.3 Signalized - Actuated 629 2219856.7 281910.2 Signalized - Actuated 638 2169500.8 279246.1 Signalized - Actuated 644 2193579.1 278223.7 Two-way Stop 645 2214370.3 278001.6 Signalized - Actuated 650 2175753.8 277881.1 Signalized - Actuated 652 2213837.7 277676.6 Two-way Stop 656 2264071.0 276473.5 Two-way Stop 659 2202372.6 276629.2 Two-way Stop 660 2202414.5 276593.1 Two-way Stop 662 2248244.7 276023.3 Signalized - Flashing 663 2211770.0 276283.4 Signalized - Actuated 670 2201886.4 276057.5 Signalized - Flashing 671 2201946.4 276021.5 Signalized - Flashing 672 2247013.5 275523.8 Signalized - Flashing 673 2246836.0 275656.7 Signalized - Flashing 682 2181338.4 275536.9 Signalized - Actuated 684 2210313.8 275077.6 Signalized - Actuated 687 2248690.3 274789.8 Signalized - Actuated 688 2250207.1 274189.3 Signalized - Flashing 689 2250189.5 274149.0 Signalized - Flashing 699 2172672.8 273953.5 Signalized - Actuated Page 4 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 707 2204948.1 273326.6 Signalized - Actuated 709 2206015.0 273488.1 Two-way Stop 713 2188663.3 273079.4 Signalized - Actuated 735 2208432.5 270988.7 All-way Stop 738 2216627.0 270845.9 Signalized - Actuated 739 2208417.8 270930.5 All-way Stop 747 2213062.0 270590.4 Signalized - Actuated 748 2210782.6 270494.8 Signalized - Actuated 753 2220951.1 269801.9 Signalized - Actuated 755 2237607.0 269269.5 Signalized - Actuated 758 2187024.2 269394.2 Signalized - Actuated 767 2209597.9 267536.7 Two-way Stop 773 2193261.4 267366.6 Signalized - Actuated 781 2226534.7 266479.9 Signalized - Actuated 783 2191518.7 266694.5 Signalized - Actuated 785 2227620.3 265921.6 Signalized - Actuated 786 2247825.5 265703.2 Signalized - Actuated 788 2175447.5 266208.9 Signalized - Actuated 811 2219664.2 264243.2 Signalized - Actuated 813 2207898.7 263802.6 Two-way Stop 815 2209672.7 263562.3 Signalized - Actuated 816 2187300.0 263725.2 Signalized - Actuated 817 2210415.5 263488.4 Signalized - Actuated 818 2210963.9 263420.0 Signalized - Actuated 821 2210970.3 263358.3 Signalized - Actuated 823 2175111.3 263345.5 Signalized - Actuated 826 2222948.3 262797.4 Signalized - Actuated 833 2210419.0 263433.9 Signalized - Actuated 835 2176380.7 262892.2 All-way Stop 836 2175129.8 262883.3 Signalized - Actuated 838 2189753.5 262669.7 Signalized - Actuated 844 2191046.1 262344.8 Signalized - Actuated 852 2175142.1 262417.4 Signalized - Actuated 854 2177602.7 262362.2 Signalized - Actuated 855 2177242.3 262537.8 Signalized - Actuated 860 2185283.9 264776.7 Signalized - Actuated 873 2195085.3 261010.6 Signalized - Actuated 874 2184867.1 261231.9 Signalized - Actuated 877 2176007.7 261036.8 Signalized - Actuated 878 2175202.7 261016.5 Signalized - Actuated 879 2218067.0 260582.3 Signalized - Actuated 881 2196809.0 260703.8 Signalized - Actuated 886 2176372.7 260679.0 Signalized - Actuated 889 2181573.3 260523.3 Signalized - Actuated 891 2219214.8 260086.0 Signalized - Actuated Page 5 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 893 2176792.9 260492.6 Signalized - Actuated 905 2175571.7 260065.4 Signalized - Actuated 908 2174910.0 260053.4 Signalized - Actuated 913 2175977.0 259882.5 Signalized - Actuated 918 2175229.6 259735.4 Signalized - Actuated 919 2174945.5 259715.1 Signalized - Actuated 920 2176382.5 259699.9 Signalized - Actuated 922 2188693.5 259534.9 Signalized - Actuated 929 2184066.1 259409.6 Signalized - Actuated 930 2201313.9 259221.1 Signalized - Actuated 931 2202070.3 259372.8 Signalized - Actuated 937 2174953.8 259395.0 Signalized - Actuated 938 2184651.9 259155.5 Two-way Stop 942 2217174.7 258507.2 All-way Stop 944 2180766.2 258704.8 All-way Stop 947 2175422.9 258666.6 Signalized - Actuated 953 2180424.7 257934.2 Signalized - Actuated 954 2187904.8 257712.6 Signalized - Actuated 955 2183193.0 257634.1 Signalized - Actuated 964 2174697.5 257085.4 Signalized - Actuated 966 2189716.1 256914.5 Signalized - Actuated 968 2182783.4 256739.3 Signalized - Actuated 973 2175874.7 256565.8 Signalized - Actuated 977 2186497.1 256173.3 Signalized - Actuated 979 2260410.6 255254.8 Two-way Stop 980 2213492.4 255622.2 Signalized - Actuated 982 2212992.6 255239.6 Signalized - Actuated 987 2174007.8 255537.0 Signalized - Actuated 990 2186096.6 255267.6 Signalized - Actuated 993 2173881.0 255259.6 Signalized - Actuated 994 2188858.8 255040.7 Signalized - Actuated 1001 2179175.9 255064.2 Signalized - Actuated 1008 2211912.6 254429.8 Signalized - Actuated 1033 2181635.8 253993.5 Signalized - Actuated 1041 2173217.8 253762.5 Signalized - Actuated 1050 2173812.6 253500.9 Two-way Stop 1051 2173079.2 253448.5 Signalized - Actuated 1054 2174906.6 253341.2 Two-way Stop 1056 2173671.1 253179.7 Two-way Stop 1066 2174641.2 252749.5 Signalized - Actuated 1067 2184936.8 252587.2 Signalized - Actuated 1069 2194128.3 252336.2 Signalized - Actuated 1078 2187238.1 251570.4 Signalized - Actuated 1085 2211339.0 250657.3 Signalized - Actuated 1091 2215903.5 250218.6 Signalized - Actuated Page 6 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 1093 2196168.0 250364.7 Signalized - Actuated 1101 2206262.0 250051.5 Signalized - Actuated 1109 2213456.9 249837.9 Signalized - Actuated 1122 2218941.9 249294.5 Signalized - Actuated 1131 2186030.9 249206.4 Signalized - Actuated 1141 2199607.0 248302.1 Signalized - Actuated 1150 2202032.4 247214.6 Signalized - Actuated 1155 2186629.0 246906.7 Two-way Yield 1159 2188477.0 246505.7 Signalized - Actuated 1164 2222101.1 246875.5 Signalized - Actuated 1177 2190167.1 244767.5 Signalized - Actuated 1178 2228313.2 244137.9 Signalized - Actuated 1180 2239634.6 243869.3 Signalized - Actuated 1187 2191539.7 243077.9 Signalized - Actuated 1194 2193520.1 242649.1 Signalized - Actuated 1195 2193133.5 242653.4 Signalized - Actuated 1196 2195913.5 242237.9 Signalized - Actuated 1198 2196906.5 242041.7 Signalized - Actuated 1200 2197530.5 241908.4 Signalized - Actuated 1214 2203488.9 240000.7 Signalized - Actuated 1218 2206105.5 239821.5 Signalized - Actuated 1221 2194818.3 239390.1 Two-way Stop 1230 2282959.3 349050.9 Two-way Stop 1232 2232702.5 293427.6 Two-way Stop 1235 2250248.0 278008.2 Two-way Stop 1238 2219872.2 281859.5 Signalized - Actuated 1239 2247734.7 275203.1 Signalized - Flashing 1241 2276658.0 248912.7 Two-way Stop 1242 2268044.8 272054.9 Two-way Stop 1245 2188847.6 254964.3 Signalized - Actuated 1273 2170540.0 274317.5 Signalized - Actuated 1284 2194032.5 290821.9 Two-way Yield 1286 2192695.6 284204.8 Signalized - Actuated 1289 2192733.5 286280.0 Signalized - Actuated 1327 2248710.9 274822.9 Signalized - Actuated 1329 2247749.4 275239.4 Signalized - Flashing 1330 2247043.4 275549.4 Signalized - Flashing 1333 2231345.5 294678.5 Signalized - Flashing 1334 2188888.1 255124.8 All-way Stop 1338 2219472.2 281732.1 Signalized- Actuated 1379 2208282.7 329366.7 Two-way Stop 1380 2208819.9 328686.9 Two-way Stop 1381 2208723.0 328824.4 Two-way Stop 1388 2225517.4 359274.5 Signalized - Flashing 1390 2228286.5 367947.8 Signalized - Flashing Page 7 of 9

Appendix D Sequoyah NGS Node Data Table Node # X-Coord Y-Coord Control Type 1400 2292020.3 374132.3 Two-way Stop 1410 2285207.2 457886.8 Two-way Stop 1414 2263149.8 425221.4 Signalized - Actuated 1417 2291921.5 437262.4 Two-way Stop 1418 2260263.3 421275.6 Two-way Stop 1419 2260430.4 421524.8 Two-way Stop 1420 2258787.5 425953.0 Signalized - Actuated 1422 2254088.6 427344.3 Two-way Stop 1428 2292513.4 249414.9 Two-way Stop 1429 2288720.1 249580.7 Two-way Stop 1432 2310683.2 356497.4 Two-way Stop 1434 2296827.4 293607.3 Signalized - Actuated 1435 2296800.9 293552.6 Signalized - Actuated 1436 2307529.6 291305.0 Signalized - Actuated 1437 2306701.9 292285.7 Two-way Stop 1449 2304243.6 302700.9 Signalized - Actuated 1450 2304487.4 302565.5 All-way Stop 1451 2304507.4 303155.3 Signalized - Actuated 1452 2306315.0 307395.1 Signalized - Actuated 1456 2313379.7 317895.7 Signalized - Actuated 1457 2304722.1 302440.8 Signalized - Actuated 1458 2290767.2 297016.4 Two-way Stop 1463 2301285.3 304185.2 Signalized - Actuated 1469 2302318.8 322303.1 Signalized - Actuated 1515 2295238.7 317752.9 Signalized - Flashing 1529 2303996.1 308387.8 Signalized - Actuated 1530 2304047.1 308362.9 Signalized - Actuated 1539 2305546.6 301969.8 Signalized - Actuated 1571 2304215.6 292380.7 Signalized - Actuated 1572 2304238.8 292442.9 Signalized - Actuated 1602 2242433.6 402173.7 Two-way Stop 1603 2242385.6 402202.6 Two-way Stop 1605 2286784.9 251834.8 All-way Stop 1636 2258859.1 419059.2 Signalized - Actuated 1654 2155195.4 387638.1 Two-way Stop 1667 2265966.2 428697.2 Signalized - Actuated 1684 2148799.9 374533.9 Signalized - Actuated 1691 2185644.1 348350.8 Two-way Stop 1697 2225800.2 360026.9 Two-way Stop 1698 2225884.0 359994.8 Two-way Stop 1700 2231885.4 357140.0 Two-way Stop 1702 2222949.9 337899.3 Two-way Stop 1704 2249230.7 274605.8 Signalized - Actuated 1705 2249213.1 274565.5 Signalized - Actuated Page 8 of 9

Appendix D Sequoyah NGS Node Data Table Node # I X-Coord IY-Coord I Control Type Note: Coordinatesin NAD83 State Plane Tennessee Nodes which reflect changes in roadway properties(number of lanes, speed limit, capacity, etc.) at points along the link are omitted from this list.

Page 9 of 9

Appendix D Sequoyah NGS Roadway Network Data Table Length Lane Number of Roadway Type FlowFFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (veh/hr) 1 108 111 0.005 12 2 Major Arterial 3200 45 2 111 108 0.005 12 2 Major Arterial 3200 45 3 112 113 0.006 12 1 Minor Arterial 1400 40 4 113 112 0.006 12 1 Minor Arterial 1400 40 5 114 115 0.011 12 1 Major Arterial 1700 50 6 115 114 0.011 12 1 Major Arterial 1700 50 7 141 142 0.028 12 1 Principal Arterial 1800 45 8 142 141 0.028 12 1 Principal Arterial 1800 45 9 185 186 0.354 12 2 Freeway 4100 60 10 187 188 0.47 12 4 Ramp 8200 55 11 190 189 0.521 12 4 Ramp 8200 55 12 191 192 0.071 12 3 Freeway 6150 65 13 216 217 0.042 12 1 Principal Arterial 1800 30 14 217 216 0.042 12 1 Principal Arterial 1800 30 15 292 298 0.28 10 1 Collector / Local Road 1400 25 16 298 292 0.28 10 1 Collector / Local Road 1400 25 17 5 6 0.06 12 1 Principal Arterial 1800 30 18 7 8 0.012 12 1 Principal Arterial 1800 30 19 8 7 0.012 12 1 Principal Arterial 1800 30 20 5 9 0.076 12 2 Principal Arterial 3600 45 21 7 9 0.072 11 1 Collector / Local Road 1400 45 22 143 32 0.092 12 2 Principal Arterial 3600 45 23 34 144 0.103 12 2 Principal Arterial 3600 45 24 215 223 1.054 12 2 Principal Arterial 3600 55 25 222 224 0.387 10 1 Collector / Local Road 1400 25 26 224 222 0.387 10 1 Collector / Local Road 1400 25 27 292 293 0.623 10 1 Collector / Local Road 1400 25 28 293 292 0.623 10 1 Collector / Local Road 1400 25 29 286 294 0.152 12 1 Major Arterial 1600 45 30 294 286 0.152 12 1 Major Arterial 1600 45 31 11 10 0.472 12 1 Ramp 1800 35 32 12 13 0.598 12 2 Freeway 4100 70 33 14 13 0.321 12 1 Ramp 1800 35 34 10 15 0.339 12 1 Ramp 1800 35 35 12 14 0.321 12 1 Ramp 1800 35 36 17 16 0.372 12 1 Ramp 1800 35 37 16 18 0.063 12 1 Minor Arterial 1400 40 38 18 16 0.063 12 1 Minor Arterial 1400 40 39 16 19 0.142 12 1 Minor Arterial 1400 40 40 19 16 0.142 12 1 Minor Arterial 1400 40 41 19 20 0.357 12 1 Ramp 1800 35 42 19 21 0.06 12 1 Minor Arterial 1400 40 43 21 19 0.06 12 1 Minor Arterial 1400 40 44 16 22 0.279 12 1 Ramp 1800 35 45 23 19 0.285 12 1 Ramp 1800 35 46 25 24 0.106 12 1 Major Arterial 1600 45 47 26 27 0.011 11 1 Collector / Local Road 1400 45 48 27 26 0.011 11 1 Collector / Local Road 1400 45 49 28 29 0.142 12 2 Freeway 4100 70 50 31 30 0.169 12 1 Ramp 2050 55 51 32 29 0.194 12 1 Ramp 2050 55 52 32 33 0.006 12 2 Principal Arterial 3600 45 53 32 34 0.01 11 1 Collector / Local Road 1400 45 54 34 32 0.01 11 1 Collector / Local Road 1400 45 55 31 35 0.211 12 2 Freeway 4100 70 56 26 35 0.26 12 1 Ramp 2050 55 Page 1 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

57 37 36 0.035 11 1 Collector / Local Road 1400 40 58 37 38 0.022 12 2 Major Arterial 3200 45 59 38 36 0.03 12 2 Principal Arterial 3600 45 60 39 38 0.012 12 2 Principal Arterial 3600 45 61 38 40 0.008 12 2 Major Arterial 3200 45 62 41 40 0.033 12 2 Principal Arterial 3600 45 63 42 39 0.007 12 2 Major Arterial 3200 45 64 40 42 0.011 12 2 Principal Arterial 3600 45 65 40 43 0.022 12 2 Major Arterial 3200 45 66 1 41 43 0.046 11 1 Collector / Local Road 1400 40 67 44 45 0.011 12 1 Major Arterial 1600 45 68 45 44 0.011 12 1 Major Arterial 1600 45 69 46 47 0.352 12 2 Principal Arterial 3600 55 70 46 48 0.179 12 1 Ramp 1800 35 71 50 49 0.167 12 1 Ramp 1800 35 72 51 47 0.432 12 1 Ramp 1800 35 73 51 52 0.019 12 1 Minor Arterial 1400 40 74 52 51 0.019 12 1 Minor Arterial 1400 40 75 48 52 0.048 12 1 Ramp 1800 35 1 76 52 53 0.074 12 1 Minor Arterial 1400 40 77 53 52 0.074 12 1 Minor Arterial 1400 40 78 48 53 0.095 12 1 Ramp 1800 35 79 53 54 0.054 12 1 Minor Arterial 1400 40 80 54 53 0.054 12 1 Minor Arterial 1400 40 81 54 50 0.102 12 1 Ramp 1800 35 82 54 55 0.079 12 1 Minor Arterial 1400 40 83 55 54 0.079 12 1 Minor Arterial 1400 40 84 55 50 0.053 12 1 Ramp 1800 35 85 55 56 0.03 12 1 Minor Arterial 1400 40 86 56 55 0.03 12 1 1 Minor Arterial 1400 40 87 57 58 0.32 12 2 Major Arterial 3200 45 88 58 57 0.32 12 2 Major Arterial 3200 45 89 59 57 0.067 12 1 Minor Arterial 1400 40 90 59 60 0.066 12 1 Major Arterial 1600 45 91 60 59 0.066 12 1 Major Arterial 1600 45 92 57 60 0.029 12 2 Major Arterial 3200 45 93 60 57 0.029 12 2 Maj.or Arterial 3200 45 94 61 62 0.054 12 1 Major Arterial 1600 45 95 62 61 0.054 12 1 Major Arterial 1600 45 96 64 63 0.323 12 1 Ramp 1 2050 55 97 63 65 0.029 12 1 Ramp 1800 5 98 63 66 0.021 12 1 Ram p 2050 55 99 65 66 0.019 12 1 Major Arterial ___1700 50 100 66 65 0.019 12 1 Major Arterial ___1700 50 101 66 67 0.099 12 2 Major Arterial 3400 55 102 67 66 0.099 12 2 Major Arterial 3400 55 103 67 68 0.019 12 2 Major Arterial 3400 55 104 68 67 0.019 12 2 Major Arterial 3400 55 105 69 70 0.268 12 2 Principal Arterial 3600 55 106 71 68 0.031 12 1 Ramp 2050 55 107 71 67 0.019 12 1 Ramp 2050 55 108 1 73 72 0.541 12 1 Ramp 1800 35 109 75 74 0.048 12 2 Major Arterial 3200 55 110 76 71 0.244 12 1 Ramp 2050 55 ill 77 78 0.28 12 1 Ramp 2050 55 112 65 79 0.331 12 1 Ramp 2050 55 113 80 77 0.039 12 2 Principal Arterial 3600 55 Page 2 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

114 69 80 0.3 12 1 Ramp 2050 55 115 81 70 0.403 12 1 Ramp 2050 55 116 83 82 0.222 12 2 Principal Arterial 3600 55 117 84 85 0.271 12 1 Ramp 2050 55 118 83 86 0.272 12 1 Ramp 2050 55 119 87 88 0.285 12 1 Ramp 1800 35 120 89 87 0.011 11 1 Collector / Local Road 1400 40 121 87 90 0.149 12 2 Major Arterial 3200 45 122 91 88 0.51 12 2 Principal Arterial 3600 55 123 1 92 89 0.149 12 2 Major Arterial 3200 45 124 94 93 0.22 1 12 1 Ramp 1800 35 125 93 90 0.02 12 1 Ramp 1800 35 126 90 92 0.011 11 1 Collector / Local Road 1400 40 127 90 95 0.028 12 2 Major Arterial 3200 45 128 93 95 0.033 12 1 Ramp 1800 35 129 92 96 0.285 12 1 Ramp 1800 35 130 97 92 0.155 1 12 2 Major Arterial 3200 45 131 95 97 0.127 12 2 Major Arterial 3200 45 132 99 98 0.137 12 2 Principal Arterial 3600 55 133 100 101 0.141 12 2 Principal Arterial 3600 55 134 99 102 0.208 12 1 Ramp 1800 35 135 103 98 0.186 12 1 Ramp 1800 35 136 102 103 0.007 12 2 Major Arterial 3200 45 137 103 102 0.007 12 2 Major Arterial 3200 45 138 104 105 0.006 12 1 Minor Arterial 1400 40 139 105 104 0.006 12 1 Minor Arterial 1400 40 140 104 106 0.189 12 1 Ramp 1800 35 141 107 105 0.264 12 1 Ram p 1800 35 142 107 106 0.184 12 2 Principal Arterial 3600 55 143 100 108 0.288 12 1 Ramp 1800 35 144 110 109 0.177 12 2 Principal Arterial 3600 55 145 ill 101 0.311 12 1 Ramp 1800 35 146 194 193 0.07 12 3 Freeway 6150 65 147 251 252 0.01 11 1 Collector / Local Road 1400 40 148 252 251 0.01 11 1 Collector /Local Road 1400 40 149 252 254 0.144 12 1 Ramp 1800 35 150 249 255 0.255 1 12 2 Principal Arterial 3600 60 151 269 277 0.306 11 1 Collector/I Local Road 1400 40 152 277 269 0.306 11 1 Collector / Local Road 1400 40 153 110 113 0.346 12 1 Ramp 1800 35 154 112 109 0.277 12 1 Ramp 1800 35 155 117 116 0.037 11 1 Collector /Local Road 1400 45 156 117 118 0.027 12 2 Principal Arterial 3600 45 157 116 118 0.027 12 1 Principal Arterial 1800 30 158 118 116 0.027 12 1 Principal Arterial 1800 30 159 118 119 0.011 12 1 Principal Arterial 1800 45 160 119 118 0.011 12 1 Principal Arterial 1800 45 161 120 121 0.034 10 1 Collector / Local Road 1400 25 162 120 122 0.027 12 2 Principal Arterial 3600 45 163 121 122 0.024 10 2 Collector ILocal Road 2800 35 164 122 121 0.024 10 2 Collector ILocal Road 2800 35 165 123 124 0.023 12 2 Principal Arterial 3600 45 166 122 123 0.011 10 2 Collector / Local Road 2800 35 167 123 122 0.011 10 2 Collector / Local Road 2800 35 168 12 125 0.029 12 2 Principal Arterial 3600 45 169 1 121 125 0.041 10 1 Collector / Local Road 1400 25 170 1 126 123 0.032 12 2 Principal Arterial 3600 45 Page 3 of 70

Appendix D Sequoyah INGS Roadway Network Data Table Length Lane Number of RoadwaySaturation Flow FFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) 171 128 129 0.065 12 1 Major Arterial 1700 50 172 131 130 0.075 11 1 Collector / Local Road 1400 45 173 132 133 0.012 12 1 Major Arterial 1600 45 174 133 132 0.012 12 1 Major Arterial 1600 45 175 138 139 0.102 12 1 Major Arterial 1600 45 176 139 138 0.102 12 1 Major Arterial 1600 45 177 26 30 0.006 12 2 Principal Arterial 3600 45 178 27 30 0.011 11 1 Collector / Local Road 1400 45 179 30 27 0.011 11 1 Collector / Local Road 1400 45 180 28 33 0.166 12 1 Ramp 2050 55 181 33 34 0.009 11 1 Collector / Local Road 1400 45 182 34 33 0.009 11 1 Collector I Local Road 1400 45 183 145 26 0.045 12 2 Principal Arterial 3600 45 184 27 146 0.048 12 2 Principal Arterial 3600 45 185 147 148 0.275 12 2 Major Arterial 3200 45 186 148 147 0.275 12 2 Major Arterial 3200 45 187 149 150 0.011 11 1 Collector / Local Road 1400 40 188 150 149 0.011 11 1 Collector / Local Road 1400 40 189 143 144 0.012 11 1 Collector / Local Road 1400 40 190 144 143 0.012 11 1 Collector / Local Road 1400 40 191 152 64 0.075 12 2 Freeway 4100 65 192 72 153 0.045 12 2 Major Arterial 3200 55 193 159 160 0.48 12 1 Principal Arterial 1800 45 194 160 159 0.48 12 1 Principal Arterial 1800 45 195 161 162 0.043 11 1 Collector / Local Road 1400 40 196 162 161 0.043 11 1 Collector / Local Road 1400 40 197 175 174 0.196 12 2 Freeway 4100 55 198 180 179 0.083 12 3 Principal Arterial 5400 45 199 181 182 0.117 12 3 Principal Arterial 5400 45 200 207 210 0.071 12 2 Principal Arterial 3600 45 201 212 213 0.095 10 1 Collector / Local Road 1400 25 202 213 212 0.095 10 1 Collector / Local Road 1400 25 203 218 219 0.37 11 1 Collector /Local Road 1400 40 204 219 218 0.37 11 1 Collector I Local Road 1400 40 205 222 225 0.748 10 1 Collector I Local Road 1400 25 206 225 222 0.748 10 1 Collector I Local Road 1400 25 207 226 231 1.959 12 2 Major Arterial 3400 65 208 231 226 1.959 12 2 Major Arterial 3400 65 209 225 233 0.854 10 1 Collector / Local Road 1400 25 210 233 225 0.854 10 1 Collector / Local Road 1400 25 211 229 233 1.018 10 1 Collector / Local Road 1400 35 212 233 229 1.018 10 1 Collector / Local Road 1400 35 213 239 240 0.492 12 1 Major Arterial 1600 45 214 240 239 0.492 12 1 Major Arterial 1600 45 215 236 241 0.892 11 1 Collector / Local Road 1400 45 216 241 236 0.892 11 1 Collector / Local Road 1400 45 217 243 244 0.192 11 1 Collector / Local Road 1400 40 218 244 243 0.192 11 1 Collector I Local Road 1400 40 219 244 245 0.157 10 1 Collector / Local Road 1400 35 220 245 244 0.157 10 1 Collector / Local Road 1400 35 221 246 247 0.639 12 2 Principal Arterial 3600 60 222 250 249 0.225 12 2 Principal Arterial 3600 60 223 256 251 0.208 12 1 Ramp 1800 35 224 257 258 0.01 11 1 Collector I Local Road 1400 40 225 258 257 0.01 11 1 Collector/ Local Road 1400 40 226 255 186 0.302 12 1 Ramp 2050 60 227 201 258 0.203 12 1 Ramp 1800 35 Page 4 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

228 257 259 0.256 12 1 Ramp 1800 35 229 260 261 0.117 11 1 Collector! Local Road 1400 40 230 261 260 0.117 11 1 Collector/Local Road 1400 40 231 185 262 0.288 12 -2 Ramp 4100 60 232 246 263 0.651 11 1 Collector! Local Road 1400 40 233 263 246 0.651 11 1 Collector! Local Road 1400 40 234 260 265 0.13 11 1 Collector! Local Road 1400 40 235 265 260 0.13 11 1 Collector/Local Road 1400 40 236 270 271 0.2 10 1 Collector! Local Road 1400 25 237 271 270 0.2 10 1 Collector! Local Road 1400 25 238 273 274 0.063 11 1 Collector! Local Road 1400 40 239 274 273 0.063 11 1 Collector! Local Road 1400 40 240 273 275 0.113 10 1 Collector /Local Road 1400 25 241 275 273 0.113 10 1 Collector/Local Road 1400 25 242 274 276 0.112 11 1 Collector! Local Road 1400 40 243 276 274 0.112 11 1 Collector! Local Road 1400 40 244 275 276 0.065 10 1 Collector/ Local Road 1400 25 245 276 275 0.065 10 1 Collector! Local Road 1400 25 246 268 279 1.072 10 1 Collector I Local Road 1400 25 247 279 268 1.072 10 1 Collector! Local Road 1400 25 248 268 278 0.7 10 1 Collector /Local Road 1400 25 249 278 268 0.7 10 1 Collector /Local Road 1400 25 250 285 284 0.235 12 1 Ramp 1800 35 251 286 287 1.084 10 1 Collector/ Local Road 1400 25 252 287 286 1.084 10 1 Collector/ Local Road 1400 25 253 288 289 0.24 12 1 Ramp 1800 35 254 284 295 0.269 12 1 Ramp 1800 35 255 291 296 0.137 12 1 Maj.or Arterial 1600 45 256 296 291 0.137 12 1 Major Arterial 1___600 45 257 297 288 0.258 12 1 Ramp 1800 35 258 306 311 0.234 11 1 Collector!/ Local Road 1400 40 259 311 306 0.234 11 1 Collector/ Local Road 1400 40 260 309 311 0.138 10 1 Collector!/ Local Road 1400 25 261 311 309 0.138 10 1 Collector!/ Local Road 1400 25 262 302 303 0.011 11 1 Collector!/ Local Road 1400 40 263 303 302 0.011 11 1 Collector! Local Road 1400 40 264 290 304 0.921 11 1 Collector! Local Road 1___400 45 265 304 290 0.921 11 1 Collector! Local Road 1400 45 266 304 307 0.345 10 1 Collector! Local Road 1400 25 267 307 304 0.345 10 1 Collector/Local Road 1400 25 268 306 309 0.144 10 1 Collector! Local Road 1400 25 269 309 306 0.144 10 1 Collector! Local Road ___1400 25 270 307 309 0.168 10 1 Collector! Local Road ___1400 25 271 309 307 0.168 10 1 Collector! Local Road ___1400 25 272 305 314 0.978 11 1 Collector /Local Road 1400 40 273 314 305 0.978 11 1 Collector! Local Road 1400 40 274 313 314 0.582 10 1 Collector! Local Road 1400 25 275 314 313 0.582 10 1 Collector! Local Road 1400 25 276 397 414 0.805 12 1 Minor Arterial 1400 50 277 414 397 0.805 12 1 Minor Arterial 1400 50 278 319 318 0.81 12 1 Ramp 1800 45 279 312 320 0.401 12 1 Major Arterial 1600 45 280 320 312 0.401 12 1 Major Arterial 1600 45 281 318 321 0.181 12 1 Ramp 1800 45 282 322 323 0.556 11 1 Collector! Local Road 1400 40 283 323 322 0.556 11 1 collector! Local Road 1400 40 284 325 326 0.706 10 1 Collector! Local Road 1400 25 Page 5 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

285 326 325 0.706 10 1 Collector / Local Road 1400 25 286 327 329 0.239 12 1 Ramp 1800 35 287 329 330 1.167 12 1 Ramp 1800 45 288 328 333 0.152 10 1 Collector / Local Road 1400 25 289 333 328 0.152 10 1 Collector / Local Road 1400 25 290 337 338 0.201 11 1 Major Arterial 1600 35 291 338 337 0.201 11 1 Major Arterial 1600 35 292 331 339 0.227 12 1 Principal Arterial 1800 55 293 339 331 0.227 12 1 Principal Arterial 1800 55 294 337 341 0.908 10 1 Collector / Local Road 1400 25 295 341 337 0.908 10 1 Collector!/ Local Road 1400 25 296 336 341 0.094 10 1 Collector /Local Road 1400 25 297 341 336 0.094 10 1 Collector! Local Road 1400 25 298 332 344 0.655 10 1 Collector /Local Road 1400 25 299 344 332 0.655 10 1 Collector /Local Road 1400 25 300 337 346 0.301 11 1 Major Arterial 1600 35 301 346 337 0.301 11 1 Major Arterial 1600 35 302 339 347 0.34 12 1 Principal Arterial 1800 55 303 347 339 0.34 12 1 Principal Arterial 1800 55 304 353 357 0.916 10 1 Collector / Local Road 1400 25 305 357 353 0.916 10 1 Collector I Local Road 1400 25 306 355 357 1.111 12 1 Minor Arterial 1400 50 307 357 355 1.111 12 1 Minor Arterial 1400 50 308 356 362 0.593 12 1 Principal Arterial 1800 55 309 362 356 0.593 12 1 Principal Arterial 1800 55 310 366 367 0.515 11 1 Collector! Local Road 1400 40 311 367 366 0.515 11 1 Collector! Local Road 1400 40 312 362 368 0.347 12 1 Principal Arterial 1800 55 313 368 362 0.347 12 1 Principal Arterial 1800 55 314 372 377 0.094 10 1 Collector!/ Local Road 1400 35 315 377 372 0.094 10 1 Collector!/ Local Road 1400 35 316 404 406 0.037 11 1 Collector!/ Local Road 1400 40 317 406 404 0.037 11 1 Collector!/ Local Road 1400 40 318 368 378 0.642 10 1 Collector!/ Local Road 1400 25 319 378 368 0.642 10 1 Collector!/ Local Road 1400 25 320 382 380 0.206 12 1 Ramp 1800 35 321 384 383 0.188 12 1 Ramp 1800 35 322 382 387 0.139 12 2 Freeway 4100 65 323 380 387 0.864 12 1 Ramp 1800 35 324 388 384 0.939 12 1 Ramp 1800 35 325 376 389 0.473 11 1 Collector / Local Road 1400 40 326 389 376 0.473 11 1 Collector / Local Road 1400 40 327 549 551 0.01 12 2 Principal Arterial 3600 45 328 551 549 0.01 12 3 Principal Arterial ___5400 45 329 390 395 0.536 10 1 Collector!/ Local Road ___1400 25 330 395 390 0.536 10 1 Collector!/ Local Road 1400 25 331 386 397 0.556 12 1 Minor Arterial ___1400 50 332 397 386 0.556 12 1 Minor Arterial 1400 50 333 392 398 0.546 10 1 Collector!/ Local Road 1400 25 334 398 392 0.546 10 1 Collector!/ Local Road 1400 25 335 395 400 0.238 10 1 Collector / Local Road 1400 25 336 400 395 0.238 10 1 Collector!/ Local Road 1400 25 337 399 401 0.688 12 1 Minor Arterial 1400 45 338 401 399 0.688 12 1 Minor Arterial 1400 45 339 394 402 0.196 10 1 1Collector!/ Local Road 1400 25 394 0.196 10 1 Collector!/Local Road 1400 25 S340 402 34 1 404 405 0.022 10 1 Collector!/ Local Road 1400 35 Page 6 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

342 405 404 0.022 10 1 Collector ILocal Road 1400 35 343 405 406 0.036 11 1 Collector ILocal Road 1400 40 344 406 405 0.036 11 1 Collector ILocal Road 1400 40 345 473 474 0.22 11 1 Collector/ Local Road 1400 40 346 474 473 0.22 11 1 Collector/ Local Road 1400 40 347 476 477 0.036 10 1 Collector ILocal Road 1400 35 348 477 476 0.036 11 1 Collector ILocal Road 1400 40 349 482 486 0.099 10 1 Collector ILocal Road 1400 25 350 486 482 0.099 10 1 Collector ILocal Road 1400 25 351 420 421 0.015 12 2 Minor Arterial 2800 50 352 421 420 0.015 12 1 Minor Arterial 1400 50 353 422 420 0.226 12 1 Ramp 1800 35 354 419 423 0.071 10 1 Collector ILocal Road 1400 25 355 423 419 0.071 10 1 Collector/ Local Road 1400 25 356 427 428 0.211 12 1 Ramp 2050 35 357 424 430 0.134 10 1 Collector / Local Road ___1400 25 358 430 424 0.134 10 1 Collector / Local Road ___1400 25 359 429 432 0.103 10 1 Collector / Local Road ___1400 25 360 432 429 0.103 10 1 Collector!/ Local Road 1400 25 361 427 433 0.12 12 2 Freewy 4100 65 362 436 437 0.494 11 1 Collector /Local Road 1400 40 363 437 436 0.494 11 1 Collector /Local Road 1400 40 364 440 441 0.004 11 2 Collector ILocal Road 2800 50 365 441 440 0.004 11 2 Collector I Local Road 2800 50 366 432 442 0.202 1 10 1 Collector / Local Road 1400 25 367 442 432 0.202 10 1 Collector / Local Road 1400 25 368 443 444 0.099 11 1 Collector /Local Road 1400 40 369 444 443 0.099 11 1 Collector/ Local Road 1400 40 370 445 451 0.089 12 2 Principal Arterial 3600 55 371 451 445 0.089 12 2 Principal Arterial 3600 55 372 447 452 0.14 1 10 1 Collector/ Local Road 1400 25 373 452 447 0.14 10 1 Collector / Local Road 1400 25 374 446 452 0.143 10 1 Collector/ Local Road 1400 25 375 452 446 0.143 10 1 Collector / Local Road 1400 25 376 449 453 0.234 12 1 Major Arterial 1600 50 377 453 449 0.234 12 1 Mayj.or Arterial 1600 50 378 452 454 0.078 1 10 1 Collector/ Local Road 1400 25 379 454 452 0.078 10 1 Collector /Local Road 1400 25 380 467 469 0.197 11 2 Major Arterial 3200 30 381 469 467 0.197 11 2 Major Arterial 3200 30 382 439 457 0.764 12 1 Minor Arterial 1400 45 383 457 439 0.764 12 1 Minor Arterial 1400 45 384 459 458 0.117 12 1 Ramp 1800 35 385 460 459 0.107 11 1 Collector /Local Road 1400 50 386 462 463 0.4 11 1 Collector /Local Road 1400 40 387 463 462 0.4 11 1 Collector /Local Road 1400 40 388 460 465 0.262 11 1 Collector/I Local Road 1400 50 389 465 460 0.262 11 1 Collector / Local Road 1400 50 390 469 478 0.377 10 1 Collector / Local Road 1400 25 391 1 478 469 0.377 10 1 Collector / Local Road 1400 25 392 489 490 0.054 10 1 Collector/ Local Road 1400 25 393 490 489 0.054 10 1 Collector /Local Road 1400 25 394 475 491 0.501 11 1 Collector/Local Road 1400 50 395 491 475 0.501 11 1 Collector/ Local Road 1400 50 396 483 492 0.35 10 1 Collector /Local Road 1400 25 397 1 492 483 1 0.35 1 10 1 Collector/ Local Rod1400 25 398 1 487 493 10.817 1 10 1 Collector I Local Road 1400 2 Page 7 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) FS(mh 399 493 487 0.817 10 1 Collector / Local Road 1400 25 400 511 525 0.377 10 1 Collector / Local Road 1400 25 401 525 511 0.377 10 1 Collector / Local Road 1400 25 402 519 527 0.287 11 1 Collector ILocal Road 1400 40 403 527 519 0.287 11 1 Collector /Local Road 1400 40 404 502 503 0.198 12 1 Ramp 1800 35 405 488 496 0.513 12 3 Principal Arterial 5400 45 406 496 488 0.513 12 3 Principal Arterial 5400 45 407 500 499 0.224 12 1 Ramp 1800 35 408 502 505 0.224 11 1 Collector ILocal Road 1400 40 409 505 502 0.224 11 1 Collector /Local Road 1400 40 410 499 507 0.185 12 1 Ramp 1800 35 411 508 502 0.227 12 1 Ramp 1800 35 412 509 512 0.06 11 2 Collector ILocal Road 2800 40 413 512 509 0.06 11 2 Collector ILocal Road 2800 40 414 513 514 0.061 12 1 Minor Arterial 1400 45 415 514 513 0.061 12 1 Minor Arterial 1400 45 416 510 517 0.204 11 1 Collector ILocal Road 1400 40 417 517 510 0.204 11 1 Collectorl Local Road 1400 40 418 518 520 0.075 11 1 Collector /Local Road 1400 40 419 520 518 0.075 11 1 Collector/ Local Road 1400 40 420 514 521 0.188 12 1 Minor Arterial 1400 45 421 521 514 0.188 12 1 Minor Arterial 1400 45 422 521 527 0.992 11 1 Collector / Local Road 1400 40 423 527 521 0.992 11 1 Collector / Local Road 1400 40 424 512 528 0.396 12 2 Major Arterial 3200 45 425 528 512 0.396 12 2 Major Arterial 3200 45 426 532 526 0.352 11 1 Collector /Local Road 1400 40 427 519 533 0.507 11 1 Collector ILocal Road 1400 40 428 533 519 0.507 11 1 Collector ILocal Road 1400 40 429 527 540 0.509 10 1 Collector/ Local Road 1400 25 430 540 527 0.509 10 1 Collector /Local Road 1400 25 431 537 541 0.163 10 1 Collector /Local Road 1400 25 432 541 537 0.163 10 1 Collector /Local Road 1400 25 433 547 548 0.009 12 3 Principal Arterial 5400 45 434 548 547 0.009 12 2 Principal Arterial 3600 45 435 521 544 0.879 12 1 Minor Arterial 1400 45 436 544 521 0.879 12 1 Minor Arterial 1400 45 437 540 544 0.732 10 1 Collector I Local Road 1400 25 438 544 540 0.732 10 1 Collector / Local Road 1400 25 439 549 550 0.137 12 1 Ramp 1800 35 440 547 549 0.1 12 2 Principal Arterial 3600 45 441 549 547 0.1 12 2 Principal Arterial 3600 45 442 552 553 0.012 12 2 Principal Arterial 3600 45 443 553 552 0.012 12 3 Principal Arterial 5400 45 444 554 551 0.175 12 1 Ramp 1800 35 445 550 553 0.177 12 -1 Ramp 1800 35 1 446 556 557 0.363 11 1 Collector ILocal Road 1400 40 447 557 556 0.363 11 1 Collector ILocal Road 1400 40 448 552 554 0.153 12 1 Ramp 1800 35 449 552 559 0.105 12 2 Principal Arterial 3600 45 450 559 552 0.105 12 2 Principal Arterial 3600 45 451 560 559 0.148 12 1 Ramp 1800 35 452 559 561 0.013 12 3 Principal Arterial 5400 45 453 561 559 0.013 12 2 Principal Arterial 3600 45 454 555 562 0.364 10 1 Collector / Local Road 1400 25 455 562 555 0.364 10 1 Collector / Local Road 1400 25 Page 8 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

456 674 675 0.101 12 2 Freeway 4100 55 457 671 675 0.198 12 2 Ramp 4100 35 458 564 570 0.198 12 1 Principal Arterial 1800 35 459 570 564 0.198 12 1 Principal Arterial 1800 35 460 568 569 0.281 11 1 Collector / Local Road 1400 40 461 569 568 0.281 11 1 Collector!/ Local Road 1400 40 462 574 575 0.006 10 1 Collector / Local Road 1400 25 463 575 574 0.006 10 1 Collector I Local Road 1400 25 464 571 577 0.105 12 3 Pri-ncipal Arterial 5400 45 465 579 578 0.214 12 1 Ramp 1800 35 466 597 598 0.03 12 2 Minor Arterial 3000 40 467 598 597 0.03 12 2 Minor Arterial 3000 40 468 590 180 0.031 12 2 Principal Arterial 3600 55 469 590 591 0.026 12 2 Principal Arterial 3600 55 470 577 581 0.038 12 3 Principal Arterial 5400 45 471 577 582 0.043 12 2 Principal Arterial 3600 55 472 581 582 0.029 12 2 Principal Arterial 3600 55 473 583 584 0.224 12 1 Ramp 1800 35 474 583 587 0.052 12 2 Minor Arterial 3000 40 475 587 583 0.052 12 2 Minor Arterial 3000 40 476 587 588 0.004 11 2 Collector! Local Road 2800 40 477 588 587 0.004 11 2 Collector ILocal Road 2800 40 478 597 600 0.03 12 2 Minor Arterial 3000 40 479 600 597 0.03 12 2 Minor Arterial 3000 40 480 578 596 0.246 12 1 Ramp 1800 35 481 601 583 0.352 12 1 Ramp 1800 35 482 580 602 0.311 12 1 Minor Arterial 1400 40 483 602 580 0.311 12 1 Minor Arterial 1400 40 484 604 605 0.004 11 2 Collector / Local Road 2800 40 485 605 604 0.004 11 2 Collector / Local Road 2800 40 486 610 612 0.111 12 2 Minor Arterial 3000 40 487 612 610 0.111 12 2 Minor Arterial 3000 40 488 607 612 0.075 11 1 Collector / Local Road 1400 40 489 612 607 0.075 11 1 Collector / Local Road 1400 40 490 608 610 0.078 12 -2 Minor Arterial 3000 40 491 610 608 0.078 12 2 Minor Arterial 3000 40 492 608 611 0.047 12 2 Minor Arterial 3000 40 493 611 608 0.047 12 2 Minor Arterial 3000 40 494 615 174 0.168 12 1 Ramp 1800 35 495 614 615 0.014 12 2 Minor Arterial 3000 50 496 615 614 0.014 12 2 Minor Arterial 3000 50 497 612 613 0.088 12 2 Minor Arterial 3000 40 498 613 612 0.088 12 2 Minor Arterial 3000 40 499 607 613 0.093 11 1 Collector / Local Road 1400 40 500 613 607 0.093 11 1 Collector / Local Road 1400 40 501 614 618 0.134 12 1 Ramp 1800 35 502 629 628 0.079 12 2 Freeway 4100 50 503 609 620 0.347 12 1 Minor Arterial 1400 40 504 620 609 0.347 12 1 Minor Arterial 1400 40 505 621 622 0.033 11 2 Collector / Local Road 2800 50 506 622 621 0.033 11 2 Collector / Local Road 2800 50 507 624 625 0.153 12 1 Ramp 1800 35 508 684 685 0.203 10 1 Collector / Local Road 1400 25 509 685 684 0.203 10 1 Collector!/Local Road 1400 25 510 704 705 0.022 12 3 Minor Arterial 4500 40 511 704 707 0.057 12 1 Minor Arterial 1500 45 512 707 704 0.057 12 1 Minor Arterial 1500 45 Page 9 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

513 158 697 0.112 12 1 Ramp 2050 35 514 713 714 0.045 12 2 Principal Arterial 3600 50 515 714 713 0.045 12 2 Principal Arterial 3600 50 516 708 711 0.114 12 1 Ramp 2050 35 517 724 725 0.066 12 1 Major Arterial 1600 45 518 725 724 0.066 12 1 Maj.or Arterial 1600 45 519 727 746 0.091 10 1 Collector /Local Road 1400 25 520 746 727 0.091 10 1 Collector /Local Road 1400 25 521 641 642 0.111 12 2 Principal Arterial 3600 50 522 642 641 0.111 12 2 Principal Arterial 3600 50 523 641 643 0.205 12 1 Ramp 2050 35 524 641 644 0.053 12 2 Principal Arterial 3600 50 525 644 641 0.053 12 2 Principal Arterial 3600 50 526 637 645 0.293 12 3 Freeway 6150 40 527 647 648 0.008 12 2 Principal Arterial 3600 45 528 648 647 0.008 12 2 Principal Arterial 3600 45 529 649 647 0.151 12 1 Ramp 2050 35 530 663 665 0.098 10 1 Collector ILocal Road 1400 30 531 665 663 0.098 10 1 Collector/ Local Road 1400 30 532 666 667 0.16 12 1 Ramp 2050 355 533 662 669 0.272 12 1 Minor Arterial 1400 40 534 669 662 0.272 12 1 Minor Arterial 1400 40 535 652 654 0.142 11 1 Collector/ Local Road 1400 40 536 654 652 0.142 11 1 Collector/ Local Road 1400 40 537 655 656 0.012 12 1 Major Arterial 1600 45 538 656 655 0.012 12 1 Major Arterial 1600 45 539 657 658 0.179 12 1 Ramp 1800 5 540 660 661 0.05 10 1 Collector / Local Road 1400 25 541 660 664 0.167 12 1 Ramp 2050 35 542 666 670 0.047 12 2 Principal Arterial 3600 45 543 163 661 0.189 12 1 Ramp 2050 35 544 673 672 0.042 12 3 Minor Arterial 4500 40 545 654 677 0.259 11 1 Collector/ Local Road 1400 40 546 677 654 0.259 11 1 Collector/ Local Road 1400 40 547 665 677 0.176 10 1 Collector/ Local Road 1400 30 548 677 665 0.176 10 1 Collector/ Local Road 1400 30 549 678 679 0.04 11 1 Collector ILocal Road 1400 40 550 679 678 0.04 11 1 Collector ILocal Road 1400 40 551 672 680 0.13 12 1 Ramp 1800 35 552 678 681 0.053 11 1 Collector / Local Road 1400 40 553 681 678 0.053 11 1 Collector/I Local Road 1400 40 554 679 681 0.046 11 1 Collector / Local Road 1400 40 555 681 679 0,046 11 1 Collector / Local Road 1400 40 556 681 683 0.013 11 1 Collector / Local Road 1400 40 557 683 681 0.013 11 1 Collector/ Local Road 1400 40 558 757 761 0.033 11 1 Collector /Local Road 1400 40 559 761 757 0.033 11 1 Collector /Local Road 1400 40 560 675 165 0.584 12 4 Freeway 8200 55 561 691 164 0.108 12 1 Ramp 2050 35 562 692 693 0.035 12 3 Principal Arterial 5400 40 563 693 691 0.066 12 1 Ramp 2050 35 564 694 164 0.06 12 4 Freeway 8200 55 565 693 695 0.046 12 3 Major Arterial 5100 40 566 695 691 0.045 12 1 Ramp 2050 35 567 696 697 0.028 12 3 Principal Arterial 1 5400 40 1 568 696 695 0.011 12 1 Major Arterial 1700 50 569 695 698 0.03 12 3 Major Arterial 5100 40 Page 10 of 70

Appendix D Sequoyah INGS Roadway Network Data Table Length Lane Number of Roadway Type FlowFFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) 570 694 698 0.152 12 1 Ramp 2050 35 571 701 700 0.012 12 3 Minor Arterial 4500 40 572 165 700 0.13 12 1 Ramp 1800 35 573 701 702 0.012 12 1 Major Arterial 1700 50 574 714 716 0.044 12 2 Principal Arterial 3600 50 575 716 714 0.044 12 2 Principal Arterial 3600 45 576 702 708 0.042 12 1 Ramp 2050 35 577 705 708 0.071 12 1 Ramp 1800 35 578 709 710 0.163 12 1 Ramp 2050 35 579 709 711 0.072 12 3 Freeway 6150 55 580 720 721 0.16 12 2 Major Arterial 3200 40 581 721 720 0.16 12 2 Major Arterial 3200 40 582 711 157 0.403 12 4 Freeway 8200 55 583 719 722 0.067 10 1 Collector / Local Road 1400 30 584 722 719 0.067 10 1 Collector / Local Road 1400 30 585 739 735 0.012 12 1 Minor Arterial 1400 40 586 739 740 0.01 12 1 Major Arterial 1600 45 587 157 726 0.105 12 1 Ramp 1800 35 588 723 727 0.143 10 1 Collector/ Local Road 1400 25 589 727 723 0.143 10 1 Collector/ Local Road 1400 25 590 729 728 0.012 12 1 Minor Arterial 1400 40 591 730 728 0.018 12 1 Major Arterial 1600 45 592 731 154 0.151 12 1 Ramp 1800 35 593 728 732 0.012 12 1 Ramp 1800 35 594 730 732 0.024 12 1 Ramp 1800 35 595 728 734 0.088 12 1 Major Arterial 1600 45 596 735 731 0.012 12 1 Ramp 1800 35 597 737 731 0.037 12 1 Ramp 1800 35 598 737 735 0.032 12 1 Major Arterial 1600 45 599 738 741 0.106 12 1 Major Arterial 1600 50 600 741 738 0.106 12 1 Major Arterial 1600 50 601 742 737 0.084 12 1 Major Arterial 1600 45 602 742 743 0.011 10 1 Collector / Local Road 1400 25 603 743 742 0.011 10 1 Collector / Local Road 1400 25 604 740 743 0.107 12 1 Major Arterial 1600 45 605 744 742 0.019 12 1 Major Arterial 1600 45 606 743 744 0.019 12 1 Major Arterial 1600 45 607 156 734 0.175 12 1 Ramp 1800 35 608 807 806 0.428 12 3 Freeway 6150 55 609 744 748 0.319 12 2 Major Arterial 3200 45 610 748 744 0.319 12 2 Major Arterial 3200 45 611 155 740 0.093 12 1 Ramp 1800 35 612 156 750 0.106 12 3 Freeway 6150 55 613 732 750 0.198 12 1 Ramp 1800 35 614 755 759 0.212 11 1 Major Arterial 1600 35 615 759 755 0.212 11 1 Major Arterial 1600 35 616 767 768 0.121 12 1 Ramp 1800 35 617 770 769 0.141 12 1 Ramp 1800 35 618 772 771 0.204 12 1 Ramp 1800 5 619 769 774 0.047 12 1 Minor Arterial 1400 40 620 774 769 0.047 12 1 Minor Arterial 1400 40 621 778 782 0.057 11 1 Major Arterial 1600 35 622 782 778 0.057 11 1 Major Arterial 1600 35 623 780 782 0.047 11 1 Collector / Local Road 1400 40 624 782 780 0.047 11 1 Collector / Local Road 1400 40 625 870 871 0.003 11 1 Collector / Local Road 1400 40 626 871 870 0.003 11 1 Collector / Local Road 1400 40 Page 11 of 70

Appendix D Sequoyah NGS Roadway Network Data Table Length Lane Number of Roadway Type FlowFFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (veh/hr) 627 777 779 0.014 11 1 Minor Arterial 1400 35 628 779 777 0.014 11 1 Minor Arterial 1400 35 629 782 783 0.065 11 1 Major Arterial 1600 35 630 783 782 0.065 11 1 Major Arterial 1600 35 631 780 783 0.045 11 1 Collector / Local Road 1400 40 632 783 780 0.045 11 1 Collector / Local Road 1400 40 633 821 820 0.068 12 1 Minor Arterial 1400 40 634 884 885 0.061 11 1 Major Arterial 1700 25 635 877 885 0.058 11 2 Collector / Local Road 2800 40 636 906 918 0.062 11 2 Major Arterial 3200 30 637 918 906 0.062 11 2 Major Arterial 3200 30 638 918 919 0.054 10 2 Collector / Local Road 2800 15 639 791 790 0.17 12 1 Ramp 1800 35 640 787 788 0.065 11 2 Major Arterial 3200 35 641 788 787 0.065 11 2 Major Arterial 3200 35 642 789 793 0.103 11 1 Collector / Local Road 1400 40 643 793 789 0.103 11 1 Collector / Local Road 1400 40 644 794 795 0.403 10 1 Collector / Local Road 1400 25 645 795 794 0.403 10 1 Collector / Local Road 1400 25 646 797 798 0.098 12 4 Freeway 8200 65 647 799 798 0.206 12 1 Ramp 1800 35 648 786 801 0.613 11 1 Major Arterial 1600 35 649 801 786 0.613 11 1 Major Arterial 1600 35 650 800 802 0.066 10 1 Collector / Local Road 1400 25 651 802 800 0.066 10 1 Collector / Local Road 1400 25 652 803 804 0.003 11 1 Collector / Local Road 1400 40 653 804 803 0.003 11 1 Collector / Local Road 1400 40 654 804 805 0.007 12 1 Minor Arterial 1400 40 655 805 804 0.007 12 1 Minor Arterial 1400 40 656 803 805 0.006 12 2 Principal Arterial 3600 35 657 805 803 0.006 12 2 Principal Arterial 3600 35 658 806 817 0.204 12 1 Ramp 1800 35 659 833 832 0.185 12 1 Ramp 1800 35 660 829 834 0.058 11 1 Collector / Local Road 1400 40 661 887 890 0.042 11 2 Collector / Local Road 2800 40 662 890 887 0.042 11 2 Collector / Local Road 2800 40 663 872 891 0.279 12 2 Major Arterial 3200 40 664 891 872 0.279 12 2 Major Arterial 3200 40 665 809 810 0.108 11 1 Collector/ Local Road 1400 40 666 810 809 0.108 11 1 Collector/ Local Road 1400 40 667 809 812 0.05 11 1 Collector / Local Road 1400 40 668 812 809 0.05 11 1 Collector/ Local Road 1400 40 669 810 812 0.086 12 1 Major Arterial 1600 40 670 812 810 0.086 12 1 Major Arterial 1600 40 671 818 819 0.176 12 1 Ramp 1800 35 672 820 818 0.07 12 1 Minor Arterial 1400 40 673 826 827 0.083 12 1 Major Arterial 1600 45 674 827 826 0.083 12 1 Major Arterial 1600 45 675 827 828 0.091 11 1 Collector I Local Road 1400 40 676 828 827 0.091 11 1 Collector / Local Road 1400 40 677 822 829 0.075 10 2 Collector/ Local Road 2800 15 678 826 828 0.156 12 1 Minor Arterial 1400 40 679 828 826 0.156 12 1 Minor Arterial 1400 40 680 835 834 0.06 10 2 Collector / Local Road 2800 30 681 823 836 0.088 11 2 Major Arterial 3200 30 682 836 823 0.088 11 2 Major Arterial 3200 30 683 836 837 0.059 10 1 Collector / Local Road 1400 25 Page 12 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

___________ _____ (mi) Width (ft) Lanes Rate______r 684 839 821 0.175 12 1 Ramp 1800 35 685 841 843 0.026 11 1 Collector/ Local Road 1400 40 686 843 841 0.026 11 1 Collector ILocal Road 1400 40 687 845 846 0.009 11 1 Collector ILocal Road 1400 40 688 846 845 0.009 11 1 Collector ILocal Road 1400 40 689 834 847 0.089 11 1 Collector ILocal Road 1400 40 690 847 834 0.089 11 1 Collector ILocal Road 1400 40 691 841 848 0.065 11 1 Collector ILocal Road 1400 40 692 1 848 841 0.065 1 11 1 Collector /Local Road 1400 40 693 843 848 0.06 11 1 Minor Arterial 1400 35 694 848 843 0.06 11 1 Minor Arterial 1400 35 695 843 844 0.128 11 1 Minor Arterial 1400 35 696 844 843 0.128 11 1 Minor Arterial 1400 35 697 849 850 0.062 12 1 Minor Arterial 1400 40 698 850 195 0.206 1 12 1 Ramp 1800 35 699 852 851 0.06 11 2 Collector / Local Road 2800 40 700 836 852 0.088 11 2 Major Arterial 3200 30 701 852 836 0.088 11 2 Major Arterial 3200 30 702 853 852 0.058 11 2 Collector ILocal Road 2800 40 703 837 853 0.088 10 2 Collector ILocal Road 2800 15 704 853 837 0.088 10 2 Collector/ Local Road 2800 15 705 854 855 0.076 10 3 Collector ILocal Road 4200 30 706 856 849 0.078 12 1 Minor Arterial 1400 40 707 855 857 0.052 10 2 Collector / Local Road 2800 15 708 1 846 857 0.087 11 1 Collector / Local Road 1400 40 709 857 846 0.087 11 1 Collector / Local Road 1400 40 710 859 860 1.342 12 2 Principal Arterial 3600 45 711 860 859 1.342 12 2 Principal Arterial 3600 45 712 861 854 0.048 10 2 Collector/ Local Road 2800 15 713 857 861 0.089 11 1 Collector ILocal Road 1400 40 714 861 857 0.089 11 1 Collector ILocal Road 1400 40 715 161 854 0.122 10 3 Collectorl Local Road 4200 30 716 863 864 0.022 11 1 Collector ILocal Road 1400 40 717 864 865 0.012 11 1 Collector ILocal Road 1400 40 718 865 864 0.012 11 1 Collector ILocal Road 1400 40 719 863 865 0.022 11 1 Collector ILocal Road 1400 40 720 865 863 0.022 11 1 Collector ILocal Road 1400 40 721 161 866 0.048 11 1 Collector ILocal Road 1400 40 722 866 161 0.048 11 1 Collector /Local Road 1400 40 723 861 866 0.116 11 1 Collector ILocal Road 1400 40 724 866 863 0.107 11 1 Collector ILocal Road 1400 40 725 865 868 0.094 11 1 Collector ILocal Road 1400 40 726 868 865 0.094 11 1 Collector ILocal Road 1400 40 727 869 856 0.137 12 1 Ramp 1800 35 728 1005 1006 0.037 12 4 Freeway 8200 55 729 894 895 0.109 12 1 Ramp 1800 35 730 890 894 0.024 1 11 2 Collector /Local Road 2800 40 731 894 890 0.024 11 2 Collector ILocal Road 2800 40 732 894 896 0.028 11 2 Collector ILocal Road 2800 40 733 896 894 0.028 11 2 Collector ILocal Road 2800 40 734 878 880 0.06 10 2 Collector /Local Road 2800 15 735 903 905 0.012 11 2 Major Arterial 3200 25 736 904 905 0.05 11 2 Major Arterial 3200 25 737 904 906 0.017 11 2 Major Arterial 3200 25 738 906 904 0.017 11 2 Major Arterial 3200 25 739 1 906 908 0.06 11 2 Major Arterial 3200 25 740 1 908 906 0.06 11 2 Major Arterial 3200 25 Page 13 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

741 908 909 0.066 12 1 Major Arterial 1600 45 742 909 908 0.066 12 1 Major Arterial 1600 45 743 901 909 0.057 11 2 Collector / Local Road 2800 40 744 909 901 0.057 11 2 Collector / Local Road 2800 40 745 910 839 0.552 12 3 Freeway 6150 55 746 875 883 0.143 10 1 Collector / Local Road 1400 25 747 883 875 0.143 10 1 Collector / Local Road 1400 25 748 884 877 0.057 11 2 Collector / Local Road 2800 40 749 888 887 0.143 12 1 Ramp 1800 35 750 893 886 0.087 11 1 Major Arterial 1700 25 751 917 916 0.187 12 1 Ramp 1800 35 752 919 937 0.061 11 2 Major Arterial 3200 35 753 937 919 0.061 11 2 Major Arterial 3200 35 754 874 897 0.193 11 2 Collector / Local Road 2800 45 755 897 874 0.193 11 2 Collector / Local Road 2800 45 756 898 899 0.148 12 1 Ramp 1800 35 757 898 900 0.009 11 2 Collector / Local Road 2800 40 758 900 898 0.009 11 2 Collector / Local Road 2800 40 759 900 901 0.035 11 2 Collector / Local Road 2800 40 760 901 900 0.035 11 2 Collector / Local Road 2800 40 761 911 896 0.176 12 1 Ramp 1800 35 762 907 912 0.045 10 1 Collector/ Local Road 1400 25 763 912 907 0.045 10 1 Collector/I Local Road 1400 25 764 905 913 0.084 11 2 Major Arterial 3400 25 765 900 915 0.132 12 1 Ramp 1800 35 766 908 919 0.065 11 2 Major Arterial 3200 35 767 919 908 0.065 11 2 Major Arterial 3200 35 768 913 920 0.084 11 2 Major Arterial 3400 25 769 905 921 0.081 10 2 Collector / Local Road 2800 15 770 921 918 0.033 10 2 Collector / Local Road 2800 15 771 925 926 0.162 12 1 Ramp 1800 35 772 927 910 0.108 12 1 Ramp 1800 35 773 930 931 0.146 12 2 Minor Arterial 2800 45 774 931 930 0.146 12 2 Minor Arterial 2800 45 775 1 930 932 0.009 12 2 Minor Arterial 2800 45 776 932 930 0.009 12 2 Minor Arterial 2800 45 777 934 921 0.053 10 1 Collector / Local Road 1400 25 778 918 934 0.053 11 2 Major Arterial 3200 30 779 934 918 0.053 11 2 Major Arterial 3200 30 780 936 935 0.117 12 1 Ramp 1800 35 781 939 927 0.106 12 1 Ramp 1800 35 782 929 938 0.12 10 2 Collector / Local Road 2800 35 783 938 929 0.12 10 2 Collector / Local Road 2800 35 784 184 901 0.198 12 1 Ramp 1800 35 785 178 925 0.177 12 1 Ramp ___1800 35 786 916 177 0.163 12 1 Ramp ___1800 35 787 935 940 0.106 12 1 Ramp ___1800 35 788 942 943 0.017 1 12 1 Minor Arterial ___1400 45 789 943 942 0.017 12 1 Minor Arterial ___1400 45 790 948 944 0.082 11 2 Major Arterial 3400 35 791 1016 1017 0.375 10 1 Collector / Local Road 1400 25 792 1017 1016 0.375 10 1 Collector /Local Road 1400 25 793 951 952 0.086 11 2 Collector / Local Road 2800 45 794 952 951 0.086 11 2 1Collector / Local Road 2800 45 795 956 957 0.027 11 2 Collector /Local Road 2800 40 796 957 956 0.027 11 2 Collector / Local Road 2800 40 797 949 960 0.153 11 1 Major Arterial 1600 30 Page 14 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

798 960 949 0.153 11 1 Maj.or Arterial 1600 30 799 960 961 0.14 11 1 Collector /Local Road 1400 40 800 961 960 0.14 11 1 Collector/Local Road 1400 40 801 951 963 0.185 12 -1 Ramp 2050 35 802 970 971 0.078 11 1 Collector/ Local Road 1400 40 803 971 970 0.078 11 1 Collector/Local Road 1400 40 804 997 1008 0.073 11 1 Collector ILocal Road 1400 40 805 1008 997 0.073 11 1 Collector/ Local Road 1400 40 806 972 939 0.475 12 3 Freeway 6150 55 807 961 979 0.255 10 1 Collector ILocal Road 1400 35 808 979 961 0.255 10 1 Collector ILocal Road 1400 35 809 980 972 0,147 12 1 Ramp 1800 35 810 988 989 0.03 11 2 Major Arterial 3200 35 811 978 981 0.085 12 2 Major Arterial 3200 45 812 981 978 0.085 12 2 Major Arterial 3200 45 813 983 982 0.187 12 1 Ramp 1800 35 814 982 991 0.109 12 1 Ramp 1800 35 815 987 993 0.058 12 2 Principal Arterial 3600 35 816 993 987 0.058 12 2 Principal Arterial 3600 35 817 994 988 0.101 12 1 Major Arterial 1600 45 818 998 980 0.167 12 1 Ramp 1800 35 819 992 999 0.063 12 2 Major Arterial 3200 45 820 999 992 0.063 12 2 Major Arterial 3200 45 821 993 1000 0.028 12 2 Principal Arterial 3600 35 822 1000 993 0.028 12 2 Principal Arterial 3600 35 823 1002 994 0.089 12 2 Major Arterial 3200 45 824 992 1004 0.057 11 1 Collector / Local Road 1400 45 825 1004 1012 0.078 12 1 Ram p 2050 35 826 1013 1012 0.126 12 1 Ramp 2050 35 827 1014 1010 0.063 11 2 Major Arterial 3200 35 828 1010 1015 0.037 11 1 Collector / Local Road 1400 40 829 1015 1010 0.037 11 1 Collector / Local Road 1400 40 830 1014 1015 0.059 12 1 Major Arterial 1600 45 831 1018 196 0.38 12 2 Ramp 4100 55 832 1020 1019 0.28 12 2 Ram p 4100 40 833 1021 171 0.098 12 1 Ramp 2050 35 834 1027 1029 0.012 12 2 Major Arterial 3200 45 835 1029 1027 0.012 12 2 Major Arterial 3200 45 836 1030 1029 0.123 12 1 Ramp 1800 35 837 1015 1023 0.135 12 1 Major Arterial 1600 45 838 1023 1015 0.135 12 1 Major Arterial 1600 45 839 1025 1026 0.111 12 2 Ram p 4100 55 840 1031 1030 0.057 12 1 Ramp 1800 35 841 1034 1035 0.142 12 1 Ramp 2050 35 842 1037 1038 0.06 12 1 Ramp 1800 35 843 1054 1058 0.057 12 2 Major Arterial 3200 45 844 1058 1054 0.057 12 2 Major Arterial 3200 45 845 1034 1039 0.079 12 1 Ramp 1800 35 846 1028 1041 0.106 1 11 2 Major Arterial 3200 35 1 847 1041 1028 0.106 11 2 Major Arterial 3200 35 848 1042 1043 0.009 12 2 Major Arterial 3200 45 849 1043 1042 0.009 12 2 Major Arterial 3200 45 850 1044 1037 0.077 12 1 Ramp 1800 35 851 1042 1037 0.121 12 1 Ramp 1800 35 852 1043 1046 0.139 12 1 Ramp 1800 3 853 1048 1049 0.066 12 1 Ramp 2050 5ý5 854 1039 1050 0.062 10 1 Collector / Local Road 1400 30 Page 15 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (Ift) Lanes Roda ye Rate (vehlhr) ____

855 1041 1051 0.065 11 2 Major Arterial 3200 35 856 1051 1041 0.065 11 2 Major Arterial 3200 35 857 1053 1044 0.066 11 1 Collector / Local Road 1400 40 858 1050 1053 0.064 11 1 Collector / Local Road 1400 40 859 1053 1050 0.064 11 1 Collector / Local Road 1400 40 860 1042 1054 0.066 12 2 Major Arterial 3200 45 861 1054 1042 0.066 12 2 Major Arterial 3200 45 862 1054 1055 0.048 10 1 Collector /Local Road 1400 25 863 1055 1054 0.048 10 1 Collector ILocal Road 1400 25 864 1050 1056 0.066 10 1 Collector ILocal Road 1400 30 865 1060 1053 0.067 11 1 Collector ILocal Road 1400 40 866 1056 1060 0.063 10 1 Collector /Local Road 1400 35 867 1059 1062 0.024 12 1 Major Arterial 1600 45 868 1062 1059 0.024 12 1 Major Arterial 1600 45 1 869 1063 1064 0.011 10 2 Collector ILocal Road 2800 35 870 1064 1063 0.011 10 2 Collector /Local Road 2800 35 871 1065 1005 0.473 12 4 Freeway 8200 55 872 1058 1066 0.066 12 2 Major Arterial 3200 45 873 1066 1058 0.066 12 2 Major Arterial 3200 45 874 1073 1075 0.019 12 2 Minor Arterial 3000 40 875 1075 1073 0.019 12 2 Minor Arterial 3000 40 876 1067 1068 0.066 11 2 Major Arterial 3200 35 877 1068 1067 0.066 11 2 Major Arterial 3200 35 878 1071 1070 0.015 12 1 1Ramp 1800 35 879 1086 1087 0.132 12 4 Freeway 8200 55 880 1092 1100 0.044 12 2 Principal Arterial 3600 45 881 1100 1092 0.044 12 2 Principal Arterial 3600 45 882 1097 1101 0.039 12 2 Major Arterial 3200 40 883 1101 1097 0.039 1 12 2 Major Arterial 3200 40 884 1084 1081 0.302 12 1 Ramp 1800 35 885 1089 1092 0.03 12 2 Major Arterial 3200 45 886 1092 1089 0.03 12 2 Major Arterial 3200 45 887 1080 1093 0.121 12 2 Major Arterial 3200 40 888 1093 1080 0.121 12 2 Major Arterial 3200 40 889 1091 1094 0.078 12 2 Major Arterial 3200 40 890 1094 1091 0.078 12 2 Major Arterial 3200 40 891 1094 1087 0.215 12 1 Ramp 1800 35 892 1094 1095 0.034 12 2 Major Arterial 3200 40 893 1095 1094 0.034 12 2 Major Arterial 3200 40 894 1096 1092 0.137 12 1 Ramp 2050 35 895 1095 1098 0.073 12 2 Major Arterial 3200 40 896 1098 1095 0.073 12 2 Major Arterial 3200 40 897 1086 1098 0.165 12 1 Ramp 1800 35 898 1098 1099 0.045 12 2 Major Arterial 3200 40 899 1099 1098 0.045 12 2 Major Arterial 3200 40 900 1104 1103 0.135 12 3 Freeway 6150 55 901 1100 1103 0.213 12 1 Ramp 2050 35 902 1106 1097 0.044 11 1 Collector I Local Road 1400 40 903 1101 1106 0.042 12 1 Major Arterial 1600 40 904 1106 1101 0.042 12 1 Major Arterial 1600 40 905 197 1107 0.128 12 4 Freeway 8200 55 906 1105 1109 0.062 12 2 Major Arterial 3200 40 907 1109 1105 0.062 12 2 Major Arterial 3200 40 908 1081 1109 0.183 12 1 Minor Arterial 1400 4 909 1109 1081 0.183 12 1 Minor Arterial 1400 4 910 11090 1111 0.123 11 2 Collector/ILocal Road 2800 4 911 11111 1090 0.123 11 2 Collector / Local Road 2800 4 Page 16 of 70

Appendix D Sequoyah NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph) ink#

U-Node -Nd (mi) Width (ft) Lanes Rate (vehlhr) 912 1061 1025 2.936 12 2 Freeway 4100 55 913 1112 1107 0.077 12 1 Ramp 2050 35 914 197 1112 0.128 12 1 Ramp 2050 35 915 1110 1113 0.043 11 1 Collector/Local Road 1400 40 916 1113 1110 0.043 11 1 Collector/Local Road 1400 40 917 1114 1115 0.141 12 1 Ramp 2050 35 918 1114 1116 0.039 12 2 Principal Arterial 3600 45 919 1116 1114 0.039 12 2 Principal Arterial 3600 45 920 1099 1117 0.239 12 1 Ramp 1800 35 921 1112 1118 0.056 12 1 Ramp 2050 35 922 1118 1112 0.056 12 1 Ramp 2050 35 923 1116 1118 0.091 12 1 Ramp 2050 35 924 1123 1095 0.311 12 1 Ramp 1800 35 925 1114 1126 0.047 12 2 Principal Arterial 3600 45 926 1126 1114 0.047 12 2 Principal Arterial 3600 45 927 1118 1126 0.088 12 1 Ramp 2050 35 928 1119 1105 0.157 12 1 Ramp 1800 35 929 1111 1120 0.063 11 2 Collector/Local Road 2800 40 930 1120 1111 0.063 11 2 Collector/ Local Road 2800 40 931 1120 1121 0.125 12 1 Ramp 1800 35 932 1137 1139 0.01 11 2 Major Arterial 3200 35 933 1139 1137 0.01 11 2 Major Arterial 3200 35 934 1161 1162 0.093 12 1 Ramp 1800 35 935 1123 1117 0.08 12 4 Freeway 8200 55 936 1127 1120 0.103 12 1 Ramp 1800 35 937 1129 1128 0.101 12 1 Ramp 1800 35 938 1128 1130 0.1 12 1 Ramp 1800 35 939 1119 1132 0.13 12 4 Freeway 8200 55 940 1134 167 0.136 12 1 Ramp 1800 35 941 1137 1138 0.226 12 1 Ramp 1800 35 942 166 1140 0.108 12 1 Ramp 1800 35 943 1143 1142 0.095 12 1 Ramp 1800 35 944 1152 1151 0.081 12 1 Ramp 1800 35 945 1153 1154 0.066 12 1 Ramp 1800 35 946 1154 1158 0.165 12 3 Freeway 6150 55 947 1163 1161 0.061 12 2 Minor Arterial 3000 40 948 1158 1165 0.147 12 1 Ramp 1800 35 949 1165 1166 0.107 12 2 Minor Arterial 3000 40 950 1166 1168 0.071 12 2 Minor Arterial 3000 40 951 1168 1169 0.089 12 1 Ramp 1800 35 952 1170 1171 0.109 12 1 Ramp 1800 35 953 1167 1173 0.462 12 2 Minor Arterial 3000 40 954 1179 188 0.27 12 2 Freeway 4100 65 955 187 1181 0.365 12 2 Ramp 4100 55 956 1183 1184 0.068 11 2 Collector / Local Road 2800 40 957 1184 1183 0.068 11 2 Collector / Local Road 2800 40 958 1194 1195 0.073 11 2 Major Arterial 3200 35 959 1195 1194 0.073 11 2 Major Arterial 3200 35 960 1188 1189 0.009 11 1 Collector/ Local Road 1400 40 961 1189 1188 0.009 11 1 Collector I Local Road 1400 40 962 1190 1192 0.016 11 1 Collector Local Road 1400 40 963 1192 1190 0.016 11 1 Collector Local Road 1400 40 964 1189 1193 0.057 12 1 Minor Arterial 1400 40 965 1193 1189 0.057 12 1 Minor Arterial 1400 40 966 1191 1197 0.122 11 1 Collector Local Road 1400 40 967 1197 1191 0.122 11 1 Collector I Local Road 1400 40 968 1199 1201 0.193 11 1 Collector I Local Road 1400 40 Page 17 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_____ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

969 1201 1199 0.193 11 1 Collector / Local Road 1400 40 970 1205 1206 0.112 12 4 Freeway 8200 55 971 1208 1206 0.274 12 1 Ramp 1800 35 972 1208 1209 0.096 12 2 Major Arterial 3200 45 973 1205 1209 0.226 12 1 Ramp 1800 35 974 1210 1208 0.103 12 2 Major Arterial 3200 45 975 1211 1210 0.075 12 2 Major Arterial 3200 45 976 1207 1212 0.021 12 2 Principal Arterial 3600 45 977 1212 1207 0.021 12 2 Principal Arterial 3600 45 978 1213 1211 0.089 12 2 Major Arterial 3200 45 979 1216 1215 0.011 12 1 Minor Arterial 1400 40 980 1213 1219 0.171 12 1 Ramp 1800 35 981 477 479 0.458 10 1 Collector / Local Road 1400 35 982 479 477 0.458 10 1 Collector / Local Road 1400 35 983 471 476 0.711 10 1 Collector /Local Road 1400 35 984 476 471 0.711 10 1 Collector / Local Road 1400 35 985 969 1017 0,378 12 1 Minor Arterial 1400 40 986 1017 969 0.378 12 1 Minor Arterial 1400 40 987 828 858 0.232 12 1 Minor Arterial 1400 40 988 858 828 0.232 12 1 Minor Arterial 1400 40 989 805 860 0.077 12 2 Principal Arterial 3600 35 990 860 805 0.077 12 2 Principal Arterial 3600 35 991 776 804 0.524 12 1 Minor Arterial 1400 40 992 804 776 0.524 12 1 Minor Arterial 1400 40 993 907 938 0.167 10 1 Collector ILocal Road 1400 25 994 938 907 0.167 10 1 Collector /Local Road 1400 25 995 1145 1148 0.053 11 1 Collector/Local Road 1400 40 996 1148 1145 0.053 11 1 Collector/Local Road 1400 40 997 173 1211 0.205 12 1 Ramp 1800 35 998 1225 1226 0.007 11 1 Collector / Local Road 1400 40 999 1226 1225 0.007 11 1 Collector / Local Road 1400 40 1000 645 652 0.118 12 3 Principal Arterial 5400 40 1001 652 645 0.118 12 3 Principal Arterial 5400 40 1002 663 684 0.359 12 3 Principal Arterial 5400 40 1003 1 684 663 0.359 12 3 Principal Arterial 5400 40 1004 886 884 0.049 11 1 Major Arterial 1700 25 1005 232 236 0.992 11 1 Collector /Local Road 1400 40 1006 236 232 0.992 11 1 Collector /Local Road 1400 40 1007 501 516 0.5 12 1 Principal Arterial 1800 40 1008 516 501 0.5 12 1 Principal Arterial 1800 40 1009 406 446 1.777 11 1 Collector / Local Road ___1400 40 1010 446 406 1.777 11 1 Collector / Local Road ___1400 40 1011 293 1229 0.87 10 1 Collector/ Local Road ___1400 25 1012 1229 293 0.87 10 1 Collector /Local Road 1400 25 1013 298 314 5.024 12 1 Principal Arterial 1800 55 1014 314 298 5.024 12 1 Principal Arterial 1800 55 1015 720 736 0.196 12 2 Major Arterial 3200 40 1016 736 720 0.196 12 2 Major Arterial 3200 40 1017 1244 721 0.341 12 1 Ram p 1800 35 1018 699 721 0.192 12 2 Major Arterial 3200 40 1019 721 699 0.192 12 2 Major Arterial 3200 40 1020 644 648 0.222 12 2 Principal Arterial 3600 50 1021 648 644 0.222 12 2 Principal Arterial 3600 50 1022 346 357 0.78 11 1 Major Arterial 1600 35 1023 357 346 0.78 11 1 Major Arterial 1600 35 1024 235 1231 0.442 10 1 Collector/ Local Road 1400 25 1025 1231 235 0.442 10 .1 Collector ILocal Road 1400 25 Page 18 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod 0-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) ____

1026 421 437 0.04 12 2 Minor Arterial 2800 50 1027 437 421 0.04 12 1 Minor Arterial 1400 50 1028 414 437 0.343 12 1 Minor Arterial 1400 50 1029 437 414 0.343 12 1 Minor Arterial 1400 50 1030 540 1233 0.371 10 1 Collector /Local Road 1400 25 1031 1233 540 0.371 10 1 Collector /Local Road 1400 25 1032 348 439 3.782 11 1 Collector I Local Road 1400 45 1033 439 348 3.782 11 1 Collector / Local Road 1400 45 1034 580 593 0.148 12 1 Minor Arterial 1400 45 1035 593 580 0.148 1 12 1 Minor Arterial 1400 45 1036 370 385 0.465 12 1 Minor Arterial 1400 45 1037 385 370 0.465 12 1 Minor Arterial 1400 .45 1038 662 1235 0.539 12 1 Minor Arterial 1400 40 1039 1235 662 0.539 12 1 Minor Arterial 1400 40 1040 790 1236 0.134 12 2 Major Arterial 3200 40 1041 636 1235 0.409 1 11 1 Collector / Local Road 1400 40 1042 1235 636 0.409 11 1 Collector / Local Road 1400 40 1043 619 623 0.235 12 2 Freeway 4100 45 1044 631 1238 0.086 11 1 Collector / Local Road 1400 45 1045 1238 631 0.086 11 1 Collector / Local Road 1400 45 1046 672 1239 0.149 12 2 Major Arterial 3200 45 1047 1240 680 0.29 12 3 Freeway 6150 65 1048 1234 172 0.301 12 3 Freeway 6150 65 1049 771 785 0.359 11 1 Minor Arterial 1400 35 1050 785 771 0.359 11 1 Minor Arterial 1400 35 1051 1219 1205 0.13 12 4 Freeway 8200 55 1052 1209 1216 0.123 12 2 Major Arterial 3200 45 1053 983 991 0.263 12 3 Freeway 6150 55 1054 980 982 0.119 12 2 Major Arterial 3200 40 1055 982 980 0.119 12 2 Major Arterial 3200 40 1056 774 813 0.663 11 1 Collector / Local Road 1400 40 1057 813 774 0.663 11 1 Collector / Local Road 1400 40 1058 769 807 0.132 12 1 Ramp 1800 35 1059 659 666 0.096 12 2 Principal Arterial 3600 45 1060 734 739 0.063 1 12 1 Major Arterial 1600 45 1061 663 685 0.234 10 1 Collector / Local Road 1400 25 1062 685 663 0.234 10 1 Collector / Local Road 1400 25 1063 1210 1220 0.442 12 2 Major Arterial 3200 45 1064 1220 1210 0.442 12 2 Major Arterial 3200 45 1065 917 177 0.334 12 3 Freeway 6150 55 1066 178 926 0.322 1 12 3 Freeway 6150 55 1067 1243 917 1.504 12 4 Freeway 8200 65 1068 926 797 1.513 12 4 Freeway 8200 65 1069 940 983 0.477 12 3 Freeway 6150 55 1070 578 583 0.115 12 2 Minor Arterial 3000 40 1071 583 578 0.115 12 2 Minor Arterial 3000 40 1072 579 596 0.455 12 3 Freeway 6150 65 1073 733 746 0.144 11 1 Collector /Local Road 1400 40 1074 746 733 0.144 11 1 Collector /Local Road 1400 40 1075 1 174 618 0.158 12 2 Freeway 4100 55 1076 581 591 0.105 12 3 Principal Arterial 5400 45 1077 591 180 0.022 12 3 Principal Arterial 5400 45 1078 984 989 0.043 11 2 Major Arterial 3200 35 1079 989 984 0.043 11 2 1 Major Arterial 3200 35 1080 1127 1121 0.213 12 3 Freeway 6150 55 1081 1120 1128 0.091 11 2 Collector /Local Road 2800 40 1082 1128 1120 0.091 11 2 Collector /Local Road 2800 40 Page 19 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) FS(mh 1083 1129 1130 0.183 12 3 Freeway 6150 55 1084 1139 1142 0.077 .12 1 Major Arterial 1600 45 1085 1142 1139 0.077 12 1 Major Arterial 1600 45 1086 963 1018 - 0.152 12 3 -Freeway 6150 55 1087 896 898 0.088 11 2 Collector / Local Road 2800 40 1088 898 896 0.088 11 2 Collector / Local Road 2800 40 1089 895 911 0.088 12 3 Freeway 6150 55 1090 999 1007 0.111 12 2 Major Arterial 3200 45 1091 1007 999 0.111 12 2 M ajor Arterial 3200 45 1092 1038 1046 0.167 12 2 Freeway 4100 55 1093 1029 1043 0.104 12 2 Major Arterial 3200 45 1094 1043 1029 0.104 12 2 Major Arterial 3200 45 1095 1049 1031 0.18 12 1 Ramp 2050 55 1096 1044 1009 0.255 11 1 Collector / Local Road 1400 40 1097 1030 1009 0.085 12 1 Ramp 1800 35 1098 198 1071 0.246 12 1 Ramp 1800 35 1099 1012 1246 0.07 12 1 Ramp 2050 35 1100 1035 1013 0.086 12 2 Principal Arterial 3600 35 1101 644 643 0.48 12 2 Ramp 4100 55 1102 649 642 0.555 12 2 Ramp 4100 55 1103 849 853 0.063 11 1 Collector/ Local Road 1400 40 1104 853 849 0.063 11 1 Collector/Local Road 1400 40 1105 1100 1116 0.053 1 12 2 Principal Arterial 3600 45 1106 1116 1100 0.053 12 2 Principal Arterial 3600 45 1107 1134 1140 0.066 12 2 Minor Arterial 3000 40 1108 1140 1134 0.066 12 2 Minor Arterial 3000 40 1109 1247 856 0.157 12 1 Ramp 1800 35 1110 850 1248 0.237 12 1 Ram p 1800 35 1111 1248 888 0.109 12 3 Freeway 6150 55 1112 1026 1249 0.314 12 2 Ramp 4100 55 1113 1121 1104 0.473 12 3 Freeway 6150 55 1114 1115 1129 0.531 12 3 Freeway 6150 55 1115 1163 1166 0.074 12 2 Minor Arterial 3000 40 1116 1166 1163 0.074 12 2 Minor Arterial 3000 40 1117 1130 1143 0.329 12 3 Freeway 6150 55 1118 1173 1174 0.076 11 1 Collector /Local Road 1400 40 1119 1174 1173 0.076 11 1 Collector /Local Road 1400 40 1120 1167 1252 0.173 11 2 Collector /Local Road 2800 40 1121 1252 1167 0.173 11 2 Collector /Local Road 2800 40 1122 189 1170 0.609 12 2 Freeway 4100 55 1123 1065 1019 0.394 12 3 Ramp 6150 55 1124 971 176 0.308 12 1 Ram p 1800 35 1125 1179 189 0.47 12 2 Ramp 4100 55 1126 190 1181 0.412 12 2 Freeway 4100 65 1127 499 502 0.073 11 1 Collector /Local Road 1400 40 1128 502 499 0.073 11 1 Collector ILocal Road 1400 40 1129 428 434 0.104 12 2 Major Arterial 3400 50 1130 434 428 0.104 12 2 Major Arterial 3400 50 1131 380 384 0.197 11 1 Minor Arterial 1400 35 1132 384 380 0.197 11 1 Minor Arterial 1400 35 1133 318 329 0.277 12 1 Minor Arterial 1400 45 1134 329 318 0.277 12 1 Minor Arterial 1400 45 1135 295 319 1.826 12 2 Freeway 4100 65 1136 284 288 0.192 12 1 Major Arterial 1600 45 1137 288 284 0.192 12 1 Major Arterial 1600 45 1138 1 297 289 10.466 12 2 Freeway 4100 65 1139 1 441 1253 10.296 12 2 Major Arterial 3400 50 Page 20 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roda ye Saturation Flow F(mh S______________ (mi) Width (Ift) Lanes Roda ye Rate (vehlhr) FF(mh 1140 1253 458 0.19 12 2 Principal Arterial 3600 50 1141 459 1254 0.226 11 1 Collector / Local Road 1400 50 1142 1254 441 0.29 12 2 Major Arterial 3400 50 1143 767 769 0.088 12 1 Minor Arterial 1400 40 1144 769 767 0.088 12 1 Minor Arterial 1400 40 1145 770 807 0.262 12 3 Freeway 6150 55 1146 1255 768 0.258 12 3 Freeway 6150 55 1147 817 815 0.142 12 2 Minor Arterial 2800 45 1148 815 833 0.144 12 2 Minor Arterial 2800 45 1149 818 817 0.104 12 1 Minor Arterial 1400 40 1150 833 821 0.105 12 1 Minor Arterial 1400 40 1151 821 818 0.012 12 1 Minor Arterial 1400 40 1152 817 833 0.011 12 1 Minor Arterial 1400 40 1153 927 935 0.074 12 2 Minor Arterial 3000 40 1154 935 927 0.074 12 2 Minor Arterial 3000 40 1155 939 910 0.206 12 3 Freeway 6150 55 1156 936 940 0.214 12 3 Freeway 6150 55 1157 550 554 0.089 12 2 Major Arterial 3200 40 1158 554 550 0.089 12 2 Major Arterial 3200 40 1159 551 553 0.047 12 3 Principal Arterial 5400 45 1160 553 551 0.047 12 3 Principal Arterial 5400 45 1161 951 1257 0.157 11 2 Collectorl Local Road 2800 45 1162 1257 951 0.157 11 2 Collector ILocal Road 2800 45 1163 957 1257 0.014 11 2 Collector ILocal Road 2800 40 1164 11257 957 0.014 11 2 Collector ILocal Road 2800 40 1165 183 1258 0.088 12 1 Ramp 2050 35 1166 1258 957 0.021 12 1 Ramp 1800 35 1167 1258 1257 0.024 12 1 Ram p 2050 35 1168 1259 1260 0.08 12 1 Ramp 1800 35 1169 1260 1259 0.08 12 1 Ramp 1800 35 1170 192 1260 0.032 12 1 Ramp 1800 35 1171 192 1261 0.034 12 3 Freeway 6150 65 1172 1260 1261 0.029 12 1 Ramp 1800 35 1173 1259 1262 0.024 12 1 Ramp 1800 35 1174 1262 1259 0.024 12 1 Ram p 1800 35 1175 1262 1263 0.03 12 1 Minor Arterial 1400 40 1176 1263 1262 0.03 12 1 Minor Arterial 1400 40 1177 787 1264 0.399 12 1 Minor Arterial 1400 40 1178 1264 787 0.399 12 1 Minor Arterial 1400 40 1179 1262 1264 0.029 12 1 Minor Arterial 1400 40 1180 1264 1262 0.029 12 1 Minor Arterial 1400 40 1181 1264 1259 0.038 12 1 Ram p 1800 35 1182 1259 1263 0.039 12 1 Ramp ___1800 35 1183 1265 1266 0.027 12 1 Ramp ___1800 35 1184 1266 1265 0.027 12 1 Ramp 1800 35 1185 1266 1267 0.078 12 1 Ramp 1800 35 1186 1267 1266 0.078 12 1 Ramp 1800 35 1187 1267 194 0.029 12 1 Ramp 1800 35 1188 1268 194 0.035 12 3 Freeway 6150 65 1189 1268 1267 0.032 12 1 Ramp 1800 35 1190 11263 1270 0.019 12 1 Minor Arterial 1400 40 1191 1270 1263 0.019 12 1 Minor Arterial 1400 40 1192 1265 1270 0.029 12 1 Minor Arterial 1400 40 1193 1270 1265 0.029 12 1 Minor Arterial 1400 40 1194 1266 1269 10.037 12 1 Ramp 1800 5 1195 1270 1266 0.041- 12 1 Ramp 1800 35 1196 11271 1272 0.133 12 3 Major Arterial 4800 40 Page 21 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1197 1272 1271 0.133 12 3 Major Arterial 4800 40 1198 1272 1273 0.091 12 3 Principal Arterial 5400 40 1199 1273 1272 0.091 12 3 Principal Arterial 5400 40 1200 1271 1274 0.022 12 1 Ramp 1800 35 1201 1274 1251 0.294 12 1 Ramp 1800 35 1202 1271 1275 0.027 12 3 Major Arterial 4800 40 1203 1275 1271 0.027 12 3 Major Arterial 4800 40 1204 1275 1274 0.038 12 1 Ramp 1800 35 1205 1276 433 0.228 12 1 Ramp 2050 35 1206 421 1276 0.036 12 1 Ramp 1800 35 1207 428 1277 0.045 12 2 Major Arterial 3400 50 1208 1277 428 0.045 12 1 Major Arterial 1700 50 1209 420 1277 0.022 12 1 Minor Arterial 1400 50 1210 1277 420 0.022 12 2 Minor Arterial 2800 50 1211 1277 1276 0.031 12 1 Ramp 2050 35 1212 1255 1280 0.129 12 1 Ramp 1800 35 1213 1280 767 0.019 12 1 Ramp 1800 35 1214 767 1281 0.02 12 1 Minor Arterial 1400 40 1215 1281 767 0.02 12 1 Minor Arterial 1400 40 1216 1280 1281 0.034 12 1 Ramp 1800 35 1217 729 726 0.01 12 1 Major Arterial 1600 45 1218 702 710 0.032 12 3 Minor Arterial 4500 40 1219 1282 571 0.148 12 3 Principal Arterial 5400 45 1220 1282 581 0.011 12 2 Principal Arterial 3600 45 1221 1019 998 0.362 12 3 Freeway 6150 55 1222 253 1298 0.033 12 1 Major Arterial 1600 55 1223 1298 253 0.033 12 1 Major Arterial 1600 55 1224 182 1282 0.09 1 12 3 Principal Arterial 5400 45 1225 591 182 0.015 12 2 Principal Arterial 3600 45 1226 561 1283 0.246 12 1 Ramp 1800 35 1227 1283 547 0.154 12 1 Ramp 1800 35 1228 550 1283 0.089 12 2 Major Arterial 3200 40 1229 1283 550 0.089 12 2 Major Arterial 3200 40 1230 554 1284 0.066 12 2 Minor Arterial 3000 40 1231 1284 554 0.066 12 2 Minor Arterial 3000 40 1232 560 1284 0.017 12 2 Minor Arterial 3000 40 1233 1284 560 0.017 12 2 Minor Arterial 3000 40 1234 548 1284 0.22 12 1 Ramp 1800 35 1235 625 1285 0.107 12 1 Ramp 1800 35 1236 1285 1286 0.023 12 1 Ramp 1800 35 1237 11286 1287 0.019 11 2 Collector ILocal Road 2800 50 1238 1287 1286 0.019 11 2 Collector /Local Road 2800 50 1239 1285 1287 0.029 12 1 Ramp 1800 5 1240 1288 175 0.173 12 1 Ramp 1800 35 1241 600 1288 0.014 12 1 Ramp 1800 35 1242 600 1289 0.02 12 2 Minor Arterial 3000 40 1243 1289 600 0.02 12 2 Minor Arterial 3000 40 1244 1289 1288 0.014 12 1 Ramp 1800 35 1245 1290 829 0.055 12 1 Ramp 1800 35 1246 1291 1106 0.065 11 1 Collector / Local Road 1400 40 1247 1292 172 0.08 12 1 Ramp 1800 35 1248 1293 1292 0.03 12 1 Ramp 1800 35 1249 1294 687 0.136 12 2 Major Arterial 3200 45 1250 1234 1295 0.204 12 1 Ramp 1800 35 1251 1295 1239 0.033 12 1 Ramp 1800 35 1252 1295 1294 0.074 12 1 Ramp 1800 35 1253 282 284 0.15 11 1 Collector / Local Road 1400 45 Page 22 of 70

Appendix D Sequoyah NGS AppedixNetwork Data Table SeqoyahNGSRoadway Lik#

U-oe D-oe Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Rate________

1254 284 282 0.15 11 1 Collector / Local Road 1400 45 1255 1299 1020 0.065 12 4 Freeway 8200 55 1256 1302 1301 0.068 12 2 Freeway 4100 65 1257 1215 1213 0.153 12 2 Major Arterial 3200 45 1258 158 1304 0.056 12 3 Freeway 6150 55 1259 1304 694 0.077 12 4 Freeway 8200 55 1260 1303 1006 0.463 12 2 Ram p 4100 40 1261 1046 1305 0.067 12 2 Freeway 4100 55 1262 1103 1306 0.088 12 3 Freeway 6150 55 1263 1306 1096 0.058 12 4 Freeway 8200 55 1264 676 671 0.308 12 2 Principal Arterial 3600 45 1265 664 1308 0.052 12 4 Freeway 8200 55 1266 670 671 0.013 12 1 Malor Arterial 1700 50 1267 768 155 0.475 12 3 Freeway 6150 55 1268 750 770 0.47 12 3 Freeway 6150 55 1269 816 860 0.434 11 2 Minor Arterial 3000 35 1270 860 816 0.434 11 2 Minor Arterial 3000 35 1271 1132 190 1.64 12 4 Freeway 8200 55 1272 315 318 0.906 12 1 Minor Arterial 1400 45 1273 318 315 0.906 12 1 Minor Arterial 1400 45 1274 352 1340 0.216 12 1 Minor Arterial 1400 50 1275 1340 352 0..216 12 1 Minor Arterial 1400 50 1276 1104 1089 0.227 12 1 Ramp 1800 35 1 1277 1232 1309 0.022 11 1 Collector / Local Road 1400 40 1278 1309 1232 0.022 11 1 Collector / Local Road 1400 40 1279 536 1309 0.334 11 1 Collectorl/ Local Road 1400 40 1280 1309 536 0.334 11 1 Collector / Local Road 1400 40 1281 349 1379 0.164 11 1 Collector / Local Road 1400 45 1282 1379 349 0.164 11 1 Collector / Local Road 1400 45 1283 1338 1238 0.079 12 2 Freeway 4100 50 1284 628 1338 0.012 10 1 Collector / Local Road 1400 25 1285 1338 628 0.012 10 1 Collector / Local Road 1400 25 1286 629 1238 0.01 10 1 Collector / Local Road 1400 25 1287 1238 629 0.01 10 1 Collector / Local Road 1400 25 1288 531 538 0.375 12 2 Major Arterial 3200 45 1289 538 531 0.375 12 2 Major Arterial 3200 45 1290 1181 1312 0.027 1 12 2 Freeway 4100 55 1291 1313 1179 0.04 12 2 Freeway 4100 55 1292 723 733 0.091 11 1 Collector / Local Road 1400 40 1293 733 723 0.091 11 1 Collector / Local Road 1400 40 1294 300 1318 0.426 12 1 Mor Arterial 1600 45 1295 1318 300 0.426 12 1 Ma-jor Arterial 1600 45 1296 914 1321 0.03 1 12 1 Minor Arterial 1400 40 1297 1321 914 0.03 12 1 Minor Arterial 1400 40 1298 797 1322 0.256 12 1 Ramp 1800 35 1299 504 1323 0.238 10 1 Collector / Local Road 1400 25 1300 1323 504 0.238 10 1 Collector / Local Road 1400 25 1301 511 1323 0.022 10 1 Collector / Local Road 1400 25 1302 1323 511 0.022 10 1 Collector / Local Road 1400 25 1303 525 1324 0.434 10 1 Collector / Local Road 1400 30 1304 1324 525 0.434 10 1 Collector ILocal Road 1400 30 1305 436 444 0.169 11 1 Collector ILocal Road 1400 40 1306 444 436 0.169 11 1 Collector ILocal Road 1400 40 1307 916 925 0.125 12 2 Minor Arterial 3000 40 1308 925 1 916 0.125 12 2 Minor Arterial 3000 40 1309 1 705 702 0.051 12 3 Minor Arterial 4500 40 1310 1 697 692 0.057 12 3 Principal Arterial 5400 40 Page 23 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Legh Lengt Ln Laneh ubro NumbLaersf oda RawyTp ye Saturation Flow FS(mh Rate (vehlhr) F(mh 1311 914 1325 0.023 11 1 Collector / Local Road 1400 40 1312 1325 914 0.023 11 1 Collector / Local Road 1400 40 1313 1321 1325 0.039 11 1 Collector / Local Road 1400 40 1314 1325 1321 0.039 1 11 1 Collector / Local Road 1400 40 1315 892 914 0.029 12 1 Minor Arterial 1400 40 1316 914 892 0.029 12 1 Minor Arterial 1400 40 1317 892 1325 0.032 11 1 Collector / Local Road 1400 40 1318 1325 892 0.032 11 1 Collector / Local Road 1400 40 1319 582 199 0.128 12 2 Principal Arterial 3600 55 1320 200 590 0.152 1 12 2 Principal Arterial 3600 55 1321 615 1286 0.109 12 2 Minor Arterial 3000 50 1322 1286 615 0.109 12 2 Minor Arterial 3000 50 1323 1131 1137 0.084 11 2 Major Arterial 3200 35 1324 1137 1131 0.084 11 2 Major Arterial 3200 35 1325 687 1327 0.007 1 12 1 Minor Arterial 1400 40 1326 1327 687 0.007 12 1 Minor Arterial 1400 40 1327 688 689 0.008 12 1 Minor Arterial 1400 40 1328 689 688 0.008 12 1 Minor Arterial 1400 40 1329 703 1328 1.049 12 1 Major Arterial 1600 55 1330 1328 703 1.049 12 1 Major Arterial 1600 55 1331 1293 1329 0.022 12 2 Major Arterial 3200 45 1332 1329 1292 0.017 12 1 Ramp 1800 35 1333 669 673 0.009 12 1 Minor Arterial 1400 40 1334 673 669 0.009 12 1 Minor Arterial 1400 40 1335 1240 1330 0.169 12 1 Ramp 1800 35 1336 1330 672 0.007 12 1 Minor Arterial 1400 40 1337 1330 669 0.042 12 2 Minor Arterial 3000 40 1338 1329 1330 0.146 12 2 Major Arterial 3200 45 1339 1331 1256 0.03 12 1 Ramp 1800 35 1340 536 1333 0.01 11 1 Collector / Local Road 1400 40 1341 1333 536 0.01 11 1 Collector / Local Road 1400 40 1342 1245 1335 0.018 12 2 Major Arterial 3200 45 1343 1335 1245 0.018 12 2 Major Arterial 3200 45 1344 1335 1336 0.093 12 1 1Ramp 1800 35 1345 645 639 0.296 12 3 Freeway 6150 40 1346 1339 619 0.234 12 2 Freeway 4100 45 1347 350 1340 0.165 12 1 Minor Arterial 1400 45 1348 1340 350 0.165 12 1 Minor Arterial 1400 45 1349 1352 1351 0.173 12 2 Freeway 4100 65 1350 1020 1352 0.247 12 4 1 Freeway 8200 55 1351 1303 1353 0.194 12 3 Ramp 6150 55 1352 1353 1351 0.052 12 3 Ram p 6150 55 1353 1117 1086 0.169 12 4 Freeway 8200 55 1354 1109 1354 0.038 12 1 Ramp 1800 35 1355 1354 1132 0.145 12 1 Ramp 1800 35 1356 1102 1355 0.077 12 2 Major Arterial 3200 40 1357 1355 1102 0.077 12 2 Major Arterial 3200 40 1358 1228 1355 0.021 12 2 Major Arterial 3200 40 1359 1355 1228 0.021 12 2 Major Arterial 3200 40 1360 1356 1354 0.032 12 1 Ramp 1800 35 1361 1355 1356. 0.029 1 12 1 Ramp 1800 35 1362 1228 1356 0.015 12 1 Ramp 1800 5 1363 1109 1228 0.038 12 2 Major Arterial 3200 40 1364 1228 1109 0.038 12 2 Major Arterial 3200 40 1365 868 161 0.211 10 3 Collector /Local Road 4200 30 1366 864 859 0.05 11 1 1Collector / Local Road 1400 40 1367 159 859 0.096 12 1 1 Principal Arterial 1 1800 45 Page 24 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node (mie Lengt LanesNme Withtht Laneh NumbLaersff RawyTp RawyTp Saturation Flow FFS Rate (vehlhr) ____

(mph) 1368 859 159 0.096 12 1 Principal Arterial 1800 45 1369 159 162 0.033 12 1 Ramp 1800 35 1370 1326 1341 0.209 12 1 Ramp 1800 35 1371 791 1341 0.17 12 4 Freeway 8200 65 1372 1236 1342 0.005 11 1 Collector / Local Road 1400 40 1373 1342 799 0.13 12 2 Major Arterial 3200 40 1374 798 791 0.119 12 4 Freeway 8200 65 1375 799 1322 0.078 12 2 Major Arterial 3200 40 1376 1322 1343 0.03 12 2 Major Arterial 3200 40 1377 1343 1326 0.039 12 2 Major Arterial 3200 40 1378 1343 1344 0.036 12 1 Minor Arterial 1400 40 1379 1344 1345 0.011 11 1 Collector / Local Road 1400 40 1380 1326 1346 0.016 12 2 Ma .orArterial 3200 40 1381 1346 1326 0.016 12 2 Major Arterial 3200 40 1382 1347 1243 0.072 12 1 Ramp 1800 35 1383 1342 1347 0.075 12 1 Ramp 1800 35 1384 1348 1342 0.057 12 2 Major Arterial 3200 40 1385 1348 1347 0.097 12 1 Ramp 1800 35 1386 785 1349 0.022 12 1 Major Arterial 1600 45 1387 1349 785 0.022 12 1 Major Arterial 1600 45 1388 1350 1348 0.059 12 2 Major Arterial 3200 40 1389 785 1350 0.014 12 2 Major Arterial 3200 40 1390 1349 1350 0.026 1 12 1 Minor Arterial 1400 40 1391 1380 1381 0.032 11 1 Collector /Local Road 1400 40 1392 1381 1380 0.032 11 1 Collector ILocal Road 1400 40 1393 1377 1379 0.144 12 1 Ramp 1 1800 45 1394 1379 1382 0.201 12 1 Ramp 1800 45 1395 1378 1380 0.209 12 1 Ramp 1800 35 1396 1379 1383 0.11 11 1 Collector/Local Road 1400 40 1397 1383 1379 0.11 11 1 Collector ILocal Road 1400 40 1398 1381 1383 0.023 11 1 Collector /Local Road 1400 40 1399 1383 1381 0.023 11 1 Collector /Local Road 1400 40 1400 1384 1385 0.116 12 1 Ramp 1800 35 1401 1381 1384 0.022 12 1 Ramp 1800 35 1402 1383 1384 0.039 12 1 Ram p 1800 35 1403 1386 1307 0.096 12 2 Ramp 4100 55 1404 1018 1386 0.337 12 2 Ramp 4100 55 1405 1386 1387 0.047 12 2 Ramp 4100 40 1406 1387 1034 0.178 12 2 Ramp 4100 40 1407 1171 1163 0.095 12 2 Minor Arterial 3000 40 1408 1173 1171 0.198 12 2 Minor Arterial 3000 40 1409 1300 1357 0.134 12 2 Ramp 3600 35 1410 1357 1216 0.049 12 1 Ramp 1800 35 1411 1357 1358 0.065 12 2 Ramp 3600 35 1412 1358 1218 0.063 11 2 Major Arterial 3200 35 1413 1216 1358 0.041 12 2 Major Arterial 3200 45 1414 1218 1359 0.068 1 12 2_ Major Arterial 3200 45 1415 1359 1215 0.036 12 2 Major Arterial 3200 45 1416 1360 1301 0.141 12 1 Ramp 1800 35 1417 1215 1360 0.033 12 1 Ramp 1800 35 1418 1359 1360 0.06 12 1 Ramp 1800 35 1419 264 269 0.554 11 1 Collector / Local Road 1400 40 1420 269 264 0.554 11 1 Collector /Local Road 1400 40 1421 1361 262 0.757 12 1 Ramp 2050 60 1422 255 1362 0.352 12 2 Principal Arterial 3600 1 60 1423 1071 1363 0.025 12 1 Ramp 1800 35 1424 1072 1363 0.078 12 2 Minor Arterial 3000 40 Page 25 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (veh/hr) ____

1425 1363 1072 0.078 12 2 Minor Arterial 3000 40 1426 1070 1363 0.021 12 2 Minor Arterial 3000 40 1427 1363 1070 0.021 12 2 Minor Arterial 3000 40 1428 252 258 0.157 11 1 Collector/Local Road 1400 40 1429 258 252 0.157 11 1 Collector/ Local Road 1400 40 1430 1362 285 1.331 12 2 Freeway 4100 65 1431 1364 185 0.048 12 2 Freeway 4100 60 1432 1049 1027 0.155 12 1 Ramp 1800 35 1433 931 1365 0.454 12 2 Minor Arterial 2800 45 1434 1365 931 0.454 12 2 Minor Arterial 2800 45 1435 676 1366 0.138 12 2 Principal Arterial 3600 45 1436 1366 676 0.138 12 2 Principal Arterial 3600 45 1437 1250 1273 0.208 12 1 Ramp 2050 35 1438 1334 988 0.098 12 2 Ramp 3600 35 1439 1367 1368 0.053 12 2 Ramp 3600 40 1440 1370 1369 0.024 10 2 Collector / Local Road 2800 25 1441 1369 1368 0.011 10 1 Collector /Local Road 1400 25 1442 1371 1372 0.114 12 1 Minor Arterial 1400 40 1443 1372 1371 0.114 12 1 Minor Arterial 1400 40 1444 1371 1373 0.016 12 1 Minor Arterial 1400 40 1445 1373 1371 0.016 12 1 Minor Arterial 1400 40 1446 1371 1374 0.089 12 2 Ramp 3600 40 1447 1375 1373 0.102 10 1 Collector /Local Road 1400 25 1448 1370 1375 0.065 10 1 Collector /Local Road 1400 25 1449 1375 1374 0.029 12 1 Ramp 1800 5 1450 661 1376 0.009 11 1 Collector / Local Road 1400 45 1451 1376 659 0.043 12 1 Major Arterial 1700 50 1452 657 1376 0.034 10 1 Collector / Local Road 1400 25 1453 246 250 0.015 11 1 Collector / Local Road 1400 40 1454 250 246 0.015 11 1 Collector / Local Road 1400 40 1455 1388 250 0.637 12 2 Principal Arterial 3600 60 1456 247 1388 0.016 11 1 Collector I Local Road 1400 40 1457 1388 247 0.016 11 1 Collector / Local Road 1400 40 1458 1231 1389 0.017 10 1 Collector / Local Road 1400 25 1459 1389 1231 0.017 10 1 Collector /Local Road 1400 25 1460 230 1390 0.343 10 1 Collector / Local Road 1400 35 1461 1390 230 0.343 10 1 Collector / Local Road 1400 35 1462 227 1390 0.016 10 1 Collector / Local Road 1400 35 1463 1390 227 0.016 10 1 Collector / Local Road 1400 35 1464 1391 1392 1.057 12 2 Principal Arterial 3600 55 1465 210 1394 0.017 10 1 Collector / Local Road 1400 25 1466 1394 210 0.017 10 1 Collector / Local Road 1400 25 1467 206 1395 0.018 11 1 Collector / Local Road 1400 40 1468 1395 206 0.018 11 1 Collector / Local Road 1400 40 1469 211 1393 0.019 10 1 Collector / Local Road 1400 25 1470 1393 211 0.019 10 1 Collectorl/ Local Road 1400 25 1471 207 1396 0.016 10 1 Collector / Local Road 1400 25 1472 1396 207 0.016 10 1 Collector / Local Road 1400 25 1473 1394 1396 0.072 12 2 Principal Arterial 3600 45 1474 1239 1329 0.007 12 1 Minor Arterial 1400 40 1475 1397 187 0.644 12 2 Freeway 4100 55 1476 1169 1397 0.042 12 3 Freeway 6150 55 1477 1401 1402 0.152 11 1 Major Arterial 1600 35 1478 1402 1401 0.152 11 1 Major Arterial 1600 35 1479 135 1408 0.17 12 1 Minor Arterial 1400 40 1480 1408 135 0.17 12 1 Minor Arterial 14400 40 1481 1415 1416 0.283 12 1 Principal Arteria I 180 45 Page 26 of 70

Appendix D Sequoyah NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) 1482 1416 1415 0.283 12 1 Principal Arterial 1800 45 1483 1418 1419 0.057 11 1 Major Arterial 1600 30 1484 1419 1418 0.057 11 1 Major Arterial 1600 30 1485 1426 1427 0.096 12 1 Principal Arterial 1800 55 1486 1427 1426 0.096 12 1 Principal Arterial 1800 55 1487 1428 1429 0.736 11 1 Major Arterial 1600 35 1488 1429 1428 0.736 11 1 Major Arterial 1600 35 1489 1445 1444 0.067 12 1 Major Arterial 1600 40 1490 1444 1446 0.067 12 1 Major Arterial 1600 40 1491 1454 1455 0.057 12 2 Major Arterial 3200 45 1492 1455 1454 0.057 12 2 Major Arterial 3200 45 1493 1450 1457 0.05 12 1 Major Arterial 1600 45 1494 1457 1450 0.05 12 1 Major Arterial 1600 45 1495 89 1458 0.031 12 2 Major Arterial 3200 45 1496 435 1472 0.03 12 1 Principal Arterial 1800 45 1497 1472 435 0.03 12 2 Principal Arterial 3600 45 1498 1478 1479 0.065 12 2 Principal Arterial 3600 65 1499 1480 1481 0.055 12 2 Major Arterial 3400 50 1500 1481 1480 0.055 12 2 Major Arterial 3400 50 1501 1487 1488 0.063 10 1 Collector / Local Road 1400 25 1502 1488 1487 0.063 10 1 Collector / Local Road 1400 25 1503 1297 1490 0.077 10 1 Collector / Local Road 1400 25 1504 1490 1297 0.077 10 1 Collector / Local Road 1400 25 1505 1500 1501 0.814 10 1 Collector / Local Road 1400 25 1506 1501 1500 0.814 10 1 Collector / Local Road 1400 25 1507 1506 1507 0.079 10 1 Collector / Local Road 1400 25 1508 1507 1506 0.079 10 1 Collector / Local Road 1400 25 1509 1514 1515 0.027 11 1 Collector/ Local Road 1400 45 1510 1515 1514 0.027 11 1 Collector /Local Road 1400 45 1511 1518 1520 0.37 10 1 Collector Local Road 1400 25 1512 1520 1518 0.37 10 1 Collector / Local Road 1400 25 1513 1529 1530 0.011 11 1 Collector/ Local Road 1400 40 1514 1530 1529 0.011 11 1 Collector Local Road 1400 40 1515 1538 1539 0.083 11 1 Minor Arterial 1400 35 1516 1539 1538 0.083 11 1 Minor Arterial 1400 35 1517 1542 1543 0.064 10 1 Collector / Local Road 1400 25 1518 1543 1542 0.064 10 1 Collector / Local Road 1400 25 1519 1545 1546 0.514 10 1 Collector /Local Road 1400 25 1520 1546 1545 0.514 10 1 Collector /Local Road 1400 25 1521 145 146 0.011 11 1 Collector / Local Road 1400 40 1522 146 145 0.011 11 1 Collector /Local Road 1400 40 1523 1551 1553 0.155 10 1 Collector I Local Road 1400 25 1524 1553 1551 0.155 10 1 Collector / Local Road 1400 25 1525 1552 1554 0.066 10 1 Collector I Local Road 1400 25 1526 1554 1552 0.066 10 1 Collector I Local Road 1400 25 1527 1554 1555 0.01 10 1 Collector I Local Road 1400 25 1528 1555 1554 0.01 10 1 Collector I Local Road 1400 25 1529 1556 1555 0.036 10 1 Collector I Local Road 1400 25 1530 1564 1565 0.832 10 1 Collector / Local Road 1400 25 1531 1565 1564 0.832 10 1 Collector / Local Road 1400 25 1532 1434 1435 0.012 10 1 Collector I Local Road 1400 25 1533 1435 1434 0.012 10 1 Collector /Local Road 1400 25 1534 1571 1572 0.012 11 1 Collector /Local Road 1400 40 1535 1572 1571 0.012 11 1 Collector /Local Road 1400 40 1536 75 153 0.009 11 1 Collector I Local Road 1400 40 1537 153 75 0.009 11 1 Collector / Local Road 1400 40 1538 1398 1577 1.069 10 1 Collector /Local Road 1400 25 Page 27 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Length Lane Number of Roadway Type Ratraeio Fleohw FFS (mph)

U-oe Lik#

Link#

UNod D-oe D-ode (mi) Width (ft) Lanes Rate________

1539 1577 1398 1.069 10 1 Collector / Local Road 1400 25 1540 1574 1575 0.023 10 1 Collector / Local Road 1400 25 1541 1575 1574 0.023 10 1 Collector /Local Road 1400 25 1542 1494 1575 0.062 10 1 Collector / Local Road 1400 25 1543 1575 1494- 0.062 10 1 Collector I Local Road 1400 25 1544 1494 1574 0.04 10 1 Collector /Local Road 1400 25 1545 1574 1494 0.04 10 1 Collector / Local Road 1400 25 1546 1499 1501 0.686 10 1 Collector / Local Road 1400 25 1547 1501 1499 0.686 10 1 Collector / Local Road 1400 25 1 1548 1563 1569 0.903 10 1 Collector / Local Road 1400 25 1549 1569 1563 0.903 1 10 1 Collector / Local Road 1400 25 1550 1558 1582 0.263 10 1 Collector / Local Road 1400 25 1551 1582 1558 0.263 10 1 Collector / Local Road 1400 25 1552 1584 1585 0.702 10 1 Collector / Local Road 1400 25 1553 1585 1584 0.702 10 1 Collector / Local Road 1400 25 1554 1532 1584 0.956 10 1 Collector / Local Road 1400 25 1555 1584 1532 0.956 10 1 Collector / Local Road 1400 25 1556 1535 1536 0.982 10 1 Collector /Local Road 1400 25 1557 1536 1535 0.982 10 1 Collector / Local Road 1400 25 1558 1466 1528 0.849 10 1 Collector / Local Road 1400 25 1559 1528 1466 0.849 10 1 Collector / Local Road 1400 25 1560 1588 1589 0.718 10 1 Collector / Local Road 1400 25 1561 1589 1588 0.718 10 1 Collector / Local Road 1400 25 1562 1516 1589 1.053 1 10 1 Collector / Local Road 1400 25 1563 1589 1516 1.053 10 1 Collector / Local Road 1400 25 1564 1592 1593 0.481 10 1 Collector / Local Road 1400 25 1565 1593 1592 0.481 10 1 Collector / Local Road 1400 25 1566 1497 1593 0.623 10 1 Collector / Local Road 1400 25 1567 1593 1497 0.623 10 1 Collector / Local Road 1400 25 1568 1496 1498 0.367 10 1 Collector / Local Road 1400 25 1569 1498 1496 0.367 10 1 Collector / Local Road 1400 25 1 1570 1596 1597 0.739 10 1 Collector / Local Road 1400 25 1571 1597 1596 0.739 10 1 Collector /Local Road 1400 25 1572 1493 1596 1.078 10 1 Collector / Local Road 1400 30 1573 1596 1493 1.078 10 1 Collector / Local Road 1400 30 1574 65 1584 0.457 10 1 Collector / Local Road 1400 25 1575 1584 65 0.457 10 1 Collector / Local Road 1400 25 1576 1427 1601 1.184 12 1 Principal Arterial 1800 55 1577 1601 1427 1.184 12 1 Principal Arterial 1800 55 1578 1623 44 ' 0.029 12 2 Principal Arterial 3600 45 1579 1623 1622 0.039 1 12 1 Minor Arterial 1400 40 1580 1602 1603 0.011 11 1 Collector / Local Road 1400 40 1581 1603 1602 0.011 11 1 Collector / Local Road 1400 40 1 1582 1403 1483 1.706 12 1 Major Arterial 1600 55 1583 1483 1403 1.706 12 1 Major Arterial 1600 55 1584 1483 1484 0.426 12 1 Major Arterial 1600 45 1585 1484 1483 0.426 1 12 1 Major Arterial 1600 45 1586 78 84 0.039 12 2 Principal Arterial 3600 55 1587 73 78 0.262 12 2 Principal Arterial 3600 55 1588 86 69 0.04 12 2 Principal Arterial 3600 55 1589 74 85 0.281 12 2 Major Arterial 3200 55 1590 91 1610 0.216 12 1 Ramp ___1800 35 1591 1610 89 0.02 12 1 Ramp 1800 35 1592 1610 11458 0.041 12 1 1Ramp ___1800 35 1593 94 96 0.514 12 2 Principal Arterial 3600 55 1594 60 1611 0.057 12 2 Major Arterial 3200 45 1595 1611 60 0.057 12 2 Major Arterial 3200 45 Page 28 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

_______ (mi) Width (ft) Lanes Rate________ ________

1596 1611 59 0.117 11 1 Minor Arterial 1400 35 1597 1567 1612 0.366 12 1 Major Arterial 1600 55 1598 1612 1567 0.366 12 1 Major Arterial 1600 55 1599 1564 1612 0.132 12 1 Major Arterial 1600 45 1600 1612 1564 0.132 12 1 Major Arterial 1600 45 1601 17 22 0.63 12 2 Freeway 4100 70 1602 23 20 0.626 12 2 Freeway 4100 70 1603 68 151 0.349 12 1 Ramp 2050 55 1604 1616 1615 0.309 12 1 Ramp 1800 35 1605 56 1617 0.039 12 1 Minor Arterial 1400 40 1606 1617 56 0.039 12 1 Minor Arterial 1400 40 1607 1534 1617 0.087 12 1 Minor Arterial 1400 40 1608 1617 1534 0.087 12 1 Minor Arterial 1400 40 1609 1615 56 0.034 12 1 Ram p 1800 35 1610 1615 1617 0.056 12 1 Ramp 1800 35 1611 1618 1616 0.215 12 2 Principal Arterial 3600 55 1612 44 1622 0.034 1 12 1 Major Arterial 1600 45 1613 1622 44 0.034 12 1 Major Arterial 1600 45 1614 24 1626 0.08 12 2 Major Arterial 3200 45 1615 105 1628 0.08 12 1 Minor Arterial 1400 40 1616 1628 105 0.08 12 1 Minor Arterial 1400 40 1617 104 113 0.149 12 1 Minor Arterial 1400 40 1618 113 104 0.149 1 12 1 Minor Arterial 1400 40 1619 112 1547 0.232 12 1 Minor Arterial 1400 40 1620 1547 112 0.232 12 1 Minor Arterial 1400 40 1621 1431 1629 0.033 12 1 Minor Arterial 1400 40 1622 1431 1630 0.028 11 1 Major Arterial 1600 30 1623 1630 1431 0.028 11 1 Major Arterial 1600 30 1624 1629 1630 0.013 12 1 Major Arterial 1600 45 1625 1630 1629 0.013 12 1 Major Arterial 1600 45 1626 47 1619 0.224 12 2 Principal Arterial 3600 55 1627 1616 49 0.342 12 2 Principal Arterial 3600 55 1628 142 1627 0.053 11 1 Collector/ Local Road 1400 45 1629 1627 142 0.053 11 1 Collector ILocal Road 1400 45 1630 1627 141 0.045 11 1 Collector ILocal Road 1400 40 1631 1544 1628 0.445 11 1 Collector ILocal Road 1400 40 1632 1628 1544 0.445 11 1 Collector ILocal Road 1400 40 1633 1632 1631 0.037 10 2 Collector/ Local Road 2800 35 1634 62 1632 0.114 10 2 Collector ILocal Road 2800 35 1635 1633 61 0.108 10 2 Collector/ Local Road 2800 35 1636 1631 1633 0.039 10 2 Collector ILocal Road 2800 35 1637 1632 1633 0.042 11 1 Collector ILocal Road 1400 40 1638 1663 1642 0.051 12 2 Principal Arterial 3600 65 1639 1636 1637 0.043 12 2 Principal Arterial 3600 45 1640 1636 1638 0.046 12 1 Principal Arterial 1800 45 1641 1638 1636 0.046 12 1 Principal Arterial 1800 45 1642 1638 1637 0.063 11 1 Collector / Local Road 1400 45 1643 9 117 0.526 12 2 Principal Arterial 3600 45 1644 127 1636 0.009 11 1 Collector ILocal Road 1400 45 1645 1636 127 0.009 11 1 Collector ILocal Road 1400 45 1646 1642 1641 0.355 12 2 Principal Arterial 3600 65 1647 1642 1643 0.18 12 1 Ramp 2050 35 1648 1643 1644 0.049 12 1 Ramp 2050 35 1649 1646 1645 10.04 12 1 Ramp 2050 35 1650 1645 1641 0.393 12 1 Ramp 2050 35 1651 1641 1647 0.04 12 2 Principal Arterial 3600 _ L65_

1652 1648 1645 0.062 12 1 Ramp 2050 35 Page 29 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio FlowhrFFS (mph)

_____(mi) Width (ft) Lanes Rate_________

1653 1649 1650 0.012 12 2 Principal Arterial 3600 45 1654 1650 1649 0.012 12 2 Principal Arterial 3600 45 1655 1651 1478 0.132 12 2 Ramp 4100 40 1656 1650 1651 0.069 12 2 Ramp 4100 40 1657 1650 1652 0.053 12 2 Principal Arterial 3600 45 1658 1652 1650 0.053 12 2 Principal Arterial 3600 45 1659 1652 1651 0.038 12 2 Ramp 4100 40 1660 1647 1653 0.053 12 2 Principal Arterial 3600 65 1661 1652 1654 0.008 12 2 Principal Arterial 3600 45 1662 1654 1652 0.008 12 2 Principal Arterial 3600 45 1663 1653 1655 0.347 12 1 Ramp 2050 35 1664 1655 1654 0.057 12 1 Ramp 2050 35 1665 1655 1656 0.111 12 1 Ramp 2050 35 1666 1657 1658 0.446 12 2 Principal Arterial 3600 65 1667 1658 1660 0.019 10 1 Collector ILocal Road 1400 25 1668 1660 1658 0.019 10 1 Collector/ Local Road 1400 25 1669 1660 1657 0.449 1 12 2 Principal Arterial 3600 655 1670 1643 1661 0.076 12 1 Ramp 2050 35 1671 1644 1661 0.057 12 1 Principal Arterial 1800 45 1672 1661 1644 0.057 12 1 Principal Arterial 1800 45 1673 1653 1478 0.325 12 2 Principal Arterial 3600 65 1674 1594 1662 0.229 12 1 Principal Arterial 1800 M 45 1675 1662 1594 0.229 12 2 Principal Arterial 3600 45 1676 1646 1648 0.044 12 1 Principal Arterial 1800 45 1677 1648 1646 0.044 12 1 Principal Arterial 1800 45 1678 1644 1646 0.009 12 1 Principal Arterial 1800 45 1679 1646 1644 0.009 12 1 Principal Arterial 1800 45 1680 .135 1665 0.38 12 1 Principal Arterial 1800 40 1681 1665 135 0.38 12 1 Principal Arterial 1800 40 1682 3 1665 0.544 12 1 Principal Arterial 1800 55 1683 1665 3 0.544 12 1 Principal Arterial 1800 55 1684 1420 1666 0.09 12 1 Principal Arterial 1800 45 1685 1666 1420 0.09 12 1 Principal Arterial 1800 45 1686 1594 1670 0.441 12 1 Principal Arterial 1800 45 1687 1670 1594 0.441 12 1 Principal Arterial 1800 45 1688 1486 1599 0.399 12 1 Principal Arterial 1800 35 1689 1599 1486 0.399 12 1 Principal Arterial 1800 35 1690 855 1671 0.106 10 2 Collector / Local Road 2800 30 1691 1671 835 0.07 10 2 Collector / Local Road 2800 30 1692 846 1672 0.026 11 1 Collector / Local Road 1400 40 1693 1672 846 0.026 11 1 Collector / Local Road 1400 40 1694 1671 1672 0.025 10 1 Collector / Local Road 1400 25 1695 1672 1671 0.025 10 1 Collector / Local Road 1400 25 1696 1004 1021 0.114 11 1 Collector /Local Road 1400 45 1697 546 1673 0.279 11 1 Collector ILocal Road 1400 40 1698 1673 546 0.279 11 1 Collector ILocal Road 1400 40 1699 1512 1588 0.344 10 1 Collector ILocal Road 1400 25 1700 1588 1512 0.344 10 1 Collector/ Local Road 1400 25 1701 1505 1588 1.857 10 1 Collector/Local Road 1400 25 1702 1588 1505 1.857 10 1 Collector/Local Road 1400 25 1703 882 1676 0.25 11 1 Collector /Local Road 1400 40 1704 1676 882 0.25 11 1 Collector/ Local Road 1400 40 1705 1676 1677 0.093 10 1 Collector ILocal Road 1400 25 1706 1677 1676 0.093 10 1 Collector ILocal Road 1400 25 1707 1704 1327 0.106 12 2 Major Arterial 3200 45 1708 1705 689 0.201 12 2 Major Arterial 3200 45 1709 687 1705 0.107 12 2 Major Arterial 3200 45_

Page 30 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1710 1704 1705 0.008 10 2 Collector / Local Road 2800 15 1711 1705 1704 0.008 10 2 Collector / Local Road 2800 15 1712 1687 1686 0.153 10 1 Collector /LocaliRoad 1400 30 1713 323 1702 0.144 11 1 Collector / Local Road 1400 45 1714 1702 323 0.144 11 1 Collector / Local Road 1400 45 1715 249 1692 0.016 10 2 Collector / Local Road 2800 15 1716 1692 249 0.016 10 2 Collector / Local Road 2800 15 1717 1692 246 0.226 12 2 Principal Arterial 3600 60 1718 262 1692 0.232 12 2 Principal Arterial 3600 60 1719 249 1693 0.248 10 1 Collector / Local Road 1400 25 1720 1693 249 0.248 10 1 Collector / Local Road 1400 25 1721 1693 1694 0.076 10 1 Collector / Local Road 1400 25 1722 1694 1693 0.076 10 1 Collector / Local Road 1400 25 1723 1693 1695 0.145 10 2 Collector / Local Road 2800 15 1724 1695 1693 0.145 10 2 Collector / Local Road 2800 15 1725 1694 1696 0.142 10 2 Collector / Local Road 2800 15 1726 1696 1694 0.142 10 2 Collector / Local Road 2800 15 1727 1697 1388 0.152 12 2 Principal Arterial 3600 60 1728 1231 1697 0.647 12 2 Principal Arterial 3600 60 1729 247 1698 0.153 12 2 Principal Arterial 3600 60 1730 1698 1389 0.647 12 2 Principal Arterial 3600 60 1731 245 1699 0.116 10 1 Collector / Local Road 1400 25 1732 1699 245 0.116 10 1 Collector I Local Road 1400 25 1733 247 1699 0.245 10 1 Collector / Local Road 1400 25 1734 1699 247 0.245 10 1 Collector I Local Road 1400 25 1735 1697 1698 0.017 10 1 Collector I Local Road 1400 15 1736 1698 1697 0.017 10 1 Collector /Local Road 1400 15 1737 688 1704 0.201 12 2 Major Arterial 3200 45 1738 296 1702 1.068 11 1 Collector / Local Road 1400 45 1739 1702 296 1.068 11 1 Collector /Local Road 1400 45 1740 320 325 0.879 10 1 Collector / Local Road 1400 25 1741 325 320 0.879 10 1 Collector / Local Road 1400 25 1742 1613 1614 0.05 10 1 Collector /Local Road 1400 25 1743 1614 1613 0.05 10 1 Collector / Local Road 1400 25 1744 29 23 1.306 12 2 Freeway 4100 70 1745 1708 1709 0.019 10 1 Collector /Local Road 1400 25 1746 1709 1708 0.019 10 1 Collector / Local Road 1400 25 1747 79 1709 0.125 12 2 Freeway 4100 65 1748 1710 1711 0.014 10 1 Collector /Local Road 1400 25 1749 1711 1710 0.014 10 1 Collector /Local Road 1400 25 1750 221 1576 0.006 11 1 Minor Arterial 1400 35 1751 1576 221 0.006 11 1 Minor Arterial 1400 35 1752 1475 1684 0.017 12 1 Principal Arterial 1800 45 1753 1684 1475 0.017 12 1 Principal Arterial 1800 45 1754 1422 1714 0.63 12 1 Principal Arterial 1800 55 1755 1714 1422 0.63 12 1 Principal Arterial 1800 55 1756 1715 1716 0.149 10 1 Collector /Local Road 1400 25 1757 1716 1715 0.149 10 1 Collector /Local Road 1400 25 1758 1491 1712 0.162 12 1 Principal Arterial 1800 45 1759 1712 1491 0.162 12 1 Principal Arterial 1800 45 1760 1426 1501 0.534 10 1 Collector / Local Road 1400 25 1761 1501 1426 0.534 10 1 Collector / Local Road 1400 25 1762 1621 86 0.242 12 2 Principal Arterial 3600 55 1763 129 1686 0.088 12 2 1 Principal Arterial3600 1764 1686 131 0.029 12 2 Principal Arterial 3600 30 1765 1587 1722 0.042 11 1 Collector /Local Road 1400 40 176 72 187 0.42 11 1 Collector / Local Road 1400 4 Page 31 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1767 74 1620 0.42 12 1 Ramp 1800 35 1768 84 1620 0.242 12 2 Principal Arterial 3600 55 1769 1621 82 0.438 12 1 Ramp 2050 55 1770 1580 1719 1.17 10 1 Collector /Local Road 1400 25 1771 1719 1580 1.17 10 1 Collector /Local Road 1400 25 1772 1565 1582 0.006 10 1 Collector / Local Road 1400 25 1773 1582 1565 0.006 10 1 Collector / Local Road 1400 25 1774 1554 1557 0.036 10 1 Collector /Local Road 1400 25 1775 1556 1557 0.01 10 1 Collector / Local Road 1400 25 1776 1557 1556 0.01 10 1 Collector / Local Road 1400 25 1777 1462 1540 0.068 10 1 Collector / Local Road 1400 25 1778 1540 1462 0.068 10 1 Collector / Local Road 1400 25 1779 1586 1726 0.037 10 1 Collector / Local Road 1400 25 1780 1726 1586 0.037 10 1 Collector / Local Road 1400 25 1781 347 1731 1.178 10 1 Collector /Local Road 1400 25 1782 1731 347 1.178 10 1 Collector /Local Road 1400 25 1783 378 1731 0.733 10 1 Collector /Local Road 1___400 25 1784 1731 378 0.733 10 1 Collector / Local Road 1400 25 1785 378 1732 1.564 10 1 Collector / Local Road 1400 25 1786 1732 378 1.564 10 1 Collector / Local Road 1400 25 1787 453 1732 1.278 10 1 Collector / Local Road 1400 25 1788 1732 453 1.278 10 1 Collector / Local Road 1400 25 1789 331 1733 0.569 10 1 Collector / Local Road 1400 25 1790 1733 331 0.569 10 1 Collector / Local Road 1400 25 1791 305 1733 0.781 10 1 Collector / Local Road 1400 25 1792 1733 305 0.781 10 1 Collector / Local Road 1400 25 1793 292 1734 0.375 10 1 Collector / Local Road 1400 25 1794 1734 292 0.375 10 1 Collector / Local Road 1400 25 1795 240 1735 1.154 10 1 Collector / Local Road 1400 25 1796 1735 240 1.154 10 1 Collector / Local Road 1400 25 1797 248 1735 0.724 10 1 Collector / Local Road 1400 25 1798 1735 248 0.724 10 1 Collector / Local Road 1400 25 1799 239 1736 0.702 10 1 Collector / Local Road 1400 25 1800 1736 239 0.702 10 1 Collector / Local Road 1400 25 1801 237 1737 0.472 10 1 Collector / Local Road 1400 25 1802 1737 237 0.472 10 1 Collector /Local Road 1400 25 1803 1513 1739 0.06 10 1 Collector / Local Road 1400 25 1804 1739 1513 0.06 10 1 Collector / Local Road 1400 25 1805 232 1740 0.243 10 1 Collector / Local Road 1400 25 1806 1740 232 0.243 10 1 Collector / Local Road 1400 25 1807 528 1744 0.174 10 1 Collector / Local Road 1400 25 1808 1744 528 0.174 10 1 Collector / Local Road 1400 25 1809 513 1745 0.321 10 1 Collector /Local Road 1400 25 1810 1745 513 0.321 10 1 Collector / Local Road 1400 25 1811 1453 1746 0.047 10 1 Collector /Local Road 1400 25 1812 1746 1453 0.047 10 1 Collector /Local Road 1400 25 1813 997 1747 0.279 10 1 Collector /Local Road 1400 25 1814 1747 997 0.279 10 1 Collector / Local Road 1400 25 1815 1316 1748 0.218 12 1 Principal Arterial 1800 35 1816 1748 1316 0.218 12 1 Principal Arterial 1800 35 1817 1265 1269 0.081 10 2 Collector / Local Road 2800 15 1818 1269 1265 0.081 10 2 Collector / Local Road 2800 15 1819 172 1749 0.638 12 3 Freeway 6150 65 1820 2 3 0.537 12 1 Principal Arterial 1800 55 1821 3 2 0.537 12 1 Principal Arterial 1800 55 1822 4 135 0.262 12 1 Principal Arterial 1800 40 1823 135 4 0.262 12 1 Principal Arterial 1800 40 Page 32 of 70

Appendix D Sequoyah NGS Appedix NetworkSeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

_____ ______ (mi) Width (ft) Lanes Rate________ ________

1824 33 27 0.187 12 2 Principal Arterial 3600 45 1825 30 34 0.185 12 2 Principal Arterial 3600 45 1826 126 124 0.07 10 1 Collector / Local Road 1400 25 1827 127 1718 - 0.091 12 1 Major Arterial 1600 45 1828 1718 127 0.091 12 1 Major Arterial 1600 45 1829 133 1717 0.292 12 1 Major Arterial 1600 45 1830 1717 133 0.292 12 1 Major Arterial 1600 45 1831 1708 76 0.274 12 2 Freeway 4100 65 1832 64 79 0.676 12 2 Freeway 4100 65 1833 76 151 0.613 12 2 Freeway 4100 65 1834 22 31 1.52 12 2 Freeway 4100 70 1835 81 80 0.269 12 2 Principal Arterial 3600 55 1836 85 83 0.068 12 2 Principal Arterial 3600 55 1837 77 72 0.31 12 2 Major Arterial 3200 55 1838 58 1463 0.211 11 2 Major Arterial 3200 35 1839 1463 58 0.211 11 2 Major Arterial 3200 35 1840 155 154 0.246 12 3 Freeway 6150 55 1841 157 156 0.168 12 3 Freeway 6150 55 1842 154 158 0.445 12 3 Freeway 6150 55 1843 164 163 0.623 12 4 Freeway 8200 55 1844 165 709 0.164 12 4 Freeway 8200 55 1845 1749 1710 4.9 12 2 Freeway 4100 65 1846 1301 1730 0.23 12 2 Freeway 4100 65 1847 1729 173 0.165 12 2 Freeway 4100 65 1848 177 176 0.39 12 3 Freeway 6150 55 1849 179 616 0.682 12 3 Freeway 6150 45 1850 617 181 0.692 12 3 Freeway 6150 45 1851 183 184 0.257 12 3 Freeway 6150 55 1852 195 191 0.509 12 3 Freeway 6150 55 1853 869 195 0.822 12 3 Freeway 6150 55 1854 1025 1307 0.447 12 2 Freeway 4100 55 1855 198 197 0.317 12 4 Freeway 8200 55 1856 199 175 0.65 12 2 Freeway 4100 55 1857 202 201 0.219 12 2 Freeway 4100 60 1858 254 202 0.229 12 2 Freeway 4100 60 1859 203 1639 1.08 10 1 Collector/ Local Road 1400 25 1860 1639 203 1.08 10 1 Collector/ Local Road 1400 25 1861 203 204 0.508 10 1 Collector ILocal Road 1400 25 1862 204 203 0.508 10 1 Collector ILocal Road 1400 25 1863 204 205 1.334 10 1 Collector ILocal Road 1400 35 1864 205 204 1.334 10 1 Collector ILocal Road 1400 35 1865 205 208 1.307 10 1 Collector ILocal Road 1400 35 1866 208 205 1.307 10 1 Collector/ Local Road 1400 35 1867 205 1395 2.602 11 1 Collector ILocal Road 1400 40 1868 1395 205 2.602 11 1 Collector ILocal Road 1400 40 1869 206 207 0.305 12 2 Principal Arterial 3600 45 1870 209 1738 1.914 10 1 Collector ILocal Road 1400 25 1871 1738 209 1.914 10 1 Collector /Local Road 1400 25 1872 212 1394 1.348 10 1 Collector ILocal Road 1400 25 1873 1394 212 1.348 10 1 Collector ILocal Road 1400 25 1874 210 211 0.447 12 2 Principal Arterial 3600 45 1875 208 218 1.95 11 1 Collector ILocal Road 1400 40 1876 218 208 1.95 11 1 Collector ILocal Road 1400 40 1877 214 216 1.534 10 1 Collector/Local Road 1400 25 1878 216 214 11.534 10 1 Collector ILocal Road 1400 25 1879 211 215 0.944 12 2 Principal Arterial 3600 45 1880 216 220 0.545 12 1 Principal Arterial 1800 30 Page 33 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1881 220 216 0.545 12 1 Principal Arterial 1800 30 1882 218 224 1.12 11 1 Collector ILocal Road 1400 40 1883 224 218 1.12 11 1 Collector ILocal Road ___1400 40 1884 219 232 2.61 11 1 Collector ILocal Road ___1400 40 1885 232 219 2.61 11 1 Collector ILocal Road ___1400 40 1886 212 222 1.893 10 1 Collector ILocal Road ___1400 25 1887 222 212 1.893 10 1 Collector ILocal Road ___1400 25 1888 224 229 0.753 10 1 Collector ILocal Road 1400 35 1889 229 224 0.753 10 1 Collector ILocal Road 1400 35 1890 223 227 0.63 12 2 Principal Arterial 3600 60 1891 224 1740 1.768 10 1 Collector/Local Road 1400 255 1892 1740 224 1.768 10 1 Collector ILocal Road 1400 25 1893 230 233 0.801 10 1 Collector /Local Road 1400 35 1894 233 230 0.801 10 1 Collector /Local Road 1400 35 1895 220 239 2.957 12 1 Major Arterial 1600 45M 1896 239 220 2.957 12 1 Major Arterial 1600 45 1897 237 1579 0.678 12 1 Principal Arterial 1800 45 1898 1579 237 0.678 12 1 Principal Arterial 1800 45 1899 238 1227 0.189 10 1 Collector/ Local Road 1400 25 1900 1227 238 0.189 10 1 Collector /Local Road 1400 25 1901 238 241 0.789 10 1 Collector /Local Road 1400 25 1902 241 238 0.789 10 1 Collector/ Local Road 1400 25 1903 243 1700 0.737 11 1 Collector /Local Road 1400 40 1904 1700 243 0.737 11 1 Collector/ Local Road 1400 40 1905 244 263 1.152 10 1 Collector /Local Road 1400 35 1906 263 244 1.152 10 1 Collector /Local Road 1400 35 1907 241 261 1.672 11 1 Collector/ Local Road 1400 45 1908 261 241 1.672 11 1 Collector ILocal Road 1400 45 1909 248 1229 2.217 10 1 Collector ILocal Road 1400 25 1910 1229 248 2.217 10 1 Collector ILocal Road 1400 25 1911 263 264 0.125 11 1 Collector ILocal Road 1400 40 1912 264 263 0.125 11 1 Collector ILocal Road 1400 40 1913 257 272 0.918 11 1 Collector ILocal Road 1400 40 1914 272 257 0.918 11 1 Collector ILocal Road 1400 40 1915 265 266 0.919 10 1 Collector ILocal Road 1400 25 1916 266 265 0.919 10 1 Collector/ Local Road 1400 25 1917 266 268 1.111 10 1 Collector ILocal Road 1400 25 1918 268 266 1.111 10 1 Collector Local Road 1400 25 1919 264 278 2.114 10 1 Collector Local Road 1400 25 1920 278 264 2.114 10 1 Collector/ Local Road 1400 25 1921 267 269 0.358 10 1 Collector ILocal Road 1400 25 1922 269 267 0.358 10 1 Collector I Local Road 1400 25 1923 267 274 0.482 10 1 Collector / Local Road 1400 25 1924 274 267 0.482 10 1 Collector / Local Road 1400 25 1925 272 273 0.155 11 1 Collector /Local Road 1400 40 1926 273 272 0,155 11 1 Collector /Local Road 1400 40 1927 265 279 1.288 11 1 Collector/ Local Road 1400 40 1928 279 265 1.288 11 1 Collector ILocal Road 1400 40 1929 276 277 0.376 11 1 Collector ILocal Road ___1400 40 1930 277 276 0.376 11 1 Collector ILocal Road ___1400 40 1931 275 280 0.179 10 1 Collector ILocal Road ___1400 25 1932 280 275 0.179 10 1 Collector ILocal Road ___1400 25 1933 240 286 3.412 12 1 Major Arterial ___1600 45 1934 286 240 3.412 12 1 Major Arterial 1600 45 1935 277 282 0.667 11 1 Collector ILocal Road 1400 40 1936 282 277 0.667 11 1 Collector ILocal Road 1400 40 1937 281 291 0.553 10 1 Collector/ Local Road 1400 2 Page 34 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link #

_______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) ____

1938 291 281 0.553 10 1 Collector / Local Road 1400 25 1939 283 290 0.402 10 1 Collector / Local Road 1400 25 1940 290 283 0.402 10 1 Collector / Local Road 1400 25 1941 288 291 0.546 12 1 Major Arterial 1600 45 1942 291 288 0.546 12 1 Maj.or Arterial 1600 45 1943 253 298 2.569 12 1 Principal Arterial 1800 45 1944 298 253 2.569 12 1 Principal Arterial 1800 45 1945 348 1230 4.816 11 1 Collector / Local Road 1400 45 1946 1230 348 4.816 11 1 Collector / Local Road 1400 45 1947 296 300 1.317 12 1 Major Arterial 1600 45

-1948 300 296 1.317 12 1 Major Arterial 1600 45 1

-1949 294 312 1.467 12 1 Majlor Arterial 1600 45 1950 312 294 1.467 12 1 Major Arterial 1600 45 1951 282 302 1.132 11 1 Collector / Local Road 1400 40 1952 302 282 1.132 11 1 Collector / Local Road 1400 40 1953 287 308 2.15 10 1 Collector /Local Road 1400 25 1954 308 287 2.15 10 1 Collector / Local Road 1400 25 1955 307 310 0,241 11 1 Collector / Local Road 1400 45 1956 310 307 0.241 11 1 Collector /Local Road 1400 45 1957 308 312 1.567 10 1 Collector / Local Road 1400 25 1958 312 308 1.567 10 1 Collector / Local Road 1400 25 1959 303 315 1.164 11 1 Collector / Local Road 1400 40 1960 315 303 1.164 11 1 Collector / Local Road 1400 40 1961 316 338 0.852 11 1 Major Arterial 1600 35 1962 338 316 0.852 11 1- Major Arterial 1600 35 1963 314 331 0.785 12 1 Principal Arterial 1800 55 1964 331 314 0.785 12 1 Principal Arterial 1800 55 1965 310 324 0.82 10 1 Collector / Local Road 1400 25 1966 324 310 0.82 10 1 Collector / Local Road 1400 25 1967 322 335 0.85 10 1 Collector / Local Road 1400 25 1968 335 322 0.85 1 10 1 Collector / Local Road 1400 25 1969 316 332 1.527 10 1 Collector / Local Road 1400 25 1970 332 316 1.527 10 1 Collector / Local Road 1400 25 1971 315 328 0.565 12 1 Minor Arterial 1400 40 1972 328 315 0.565 12 1 Minor Arterial 1400 40 1973 317 338 0.618 10 1 Collector / Local Road 1400 25 1974 338 317 0.618 10 1 Collector / Local Road 1400 25 1975 329 343 0.772 12 1 Minor Arterial 1400 45 1976 343 329 0.772 12 1 Minor Arterial 1400 45 1977 328 334 0.169 12 1 Minor Arterial 1400 40 1 1978 334 328 0.169 12 1 Minor Arterial 1400 40 1979 332 340 0.72 10 1 Collector / Local Road 1400 25 1980 340 332 0.72 10 1 Collector / Local Road 1400 25 1981 334 342 0.29 12 1 Minor Arterial 1400 40 1982 342 334 0.29 12 1 Minor Arterial 1400 40 1983 339 348 1.11 10 1 Collector / Local Road 1400 35 1984 348 339 1.11 10 1 Collector / Local Road 1400 35 1985 341 344 0.437 10 1 Collector / Local Road 1400 25 1986 344 341 0.437 10 1 Collector / Local Road 1400 25 1987 343 345 0.5 10 1 Collector / Local Road 1400 25 1988 345 343 0.5 10 1 Collector / Local Road 1400 25 1989 335 345 0.46 10 1 Collector / Local Road 1400 25 1990 345 335 0.46 10 1 Collector / Local Road 1400 25 1991 325 356 2.435 1 10 1 Collector / Local Road 1400 25 1992 356 325 2.435 10 1 Collector / Local Road 1400 25 1993 342 349 0.556 12 1 Minor Arterial 1400 40 1994 349 342 0.556. 12 1 Minor Arterial 1400 40 Page 35 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

1995 347 356 0.766 12 1 Principal Arterial 1800 55 1996 356 347 0.766 12 1 Principal Arterial 1800 55 1997 340 350 0.834 12 1 Minor Arterial 1400 40 1998 350 340 0.834 12 1 Minor Arterial 1400 40 1999 345 351 0.711 10 1 Collector/ Local Road 1400 25 2000 351 345 0.711 10 1 Collector ILocal Road 1400 25 2001 346 353 1.076 10 1 Collector/ Local Road 1400 25 2002 353 346 1.076 10 1 Collector ILocal Road 1400 25 2003 344 355 0.715 10 1 Collector ILocal Road 1400 25 2004 355 344 0.715 10 1 Collector ILocal Road 1400 25 2005 352 355 0.765 12 1 Minor Arterial 1400 50 2006 355 352 0.765 12 1 Minor Arterial 1400 50 2007 349 358 0.917 12 1 Minor Arterial 1400 40 2008 358 349 0.917 12 1 Minor Arterial 1400 40 2009 355 374 1.19 11 1 Collector / Local Road 1400 40 2010 374 355 1.19 11 1 Collector / Local Road 1400 40 2011 353 361 1.077 10 1 Collector / Local Road 1400 25 2012 361 353 1.077 10 1 Collector / Local Road 1400 25 2013 320 359 2.237 12 1 Major Arterial 1600 45 2014 359 320 2.237 12 1 Major Arterial 1600 45 2015 354 367 0.759 11 1 Collector ILocal Road 1400 40 2016 367 354 0.759 11 1 Collector ILocal Road 1400 40 2017 362 1741 1.489 10 1 Collector ILocal Road 1400 25 2018 1741 362 1.489 10 1 Collector ILocal Road 1400 25 2019 359 1742 0.45 10 1 Collector/ Local Road 1400 25 2020 1742 359 0.45 10 1 Collector ILocal Road 1400 25 2021 357 363 0.502 12 1 Major Arterial 1600 45 2022 363 357 0.502 12 1 Major Arterial 1600 45 2023 352 365 1.075 10 1 Collector / Local Road 1400 25 2024 365 352 1.075 10 1 Collector / Local Road 1400 25 2025 361 363 0.374 1 10 1 Collector / Local Road 1400 25 2026 363 361 0.374 10 1 Collector / Local Road 1400 25 2027 350 370 1.099 12 1 Minor Arterial 1400 45 2028 370 350 1.099 12 1 Minor Arterial 1400 45 2029 364 371 0.559 10 1 Collector / Local Road 1400 25 2030 371 364 0.559 10 1 Collector / Local Road ___1400 25 2031 360 381 0.996 10 1 Collector / Local Road ___1400 25 2032 381 360 0.996 10 1 Collector / Local Road ___1400 25 2033 363 371 0.426 12 1 Maj.or Arterial ___1600 40 2034 371 363 0.426 12 1 Major Arterial ___1600 40 2035 359 381 0.827 12 1 Major Arterial 1600 45 2036 381 359 0.827 12 1 Major Arterial 1600 45 2037 358 375 1.269 1 12 1 Minor Arterial 1400 40 2038 375 358 1.269 12 1 Minor Arterial 1400 40 2039 366 376 0.492 11 1 Collector / Local Road 1400 40 2040 376 366 0.492 11 1 Collector / Local Road 1400 40 2041 374 379 0.462 12 1 Major Arterial 1600 40 2042 379 374 0.462 12 1 Major Arterial 1600 40 2043 376 377 0.157 11 1 Collector / Local Road 1400 40 2044 377 376 0.157 11 1 Collector / Local Road 1400 40 2045 375 380 1.182 11 1 Minor Arterial 1400 35 2046 380 375 1.182 11 1 Minor Arterial 1400 35 2047 365 379 0.763 10 1 Collector / Local Road 1400 25 2048 379 365 0.763 10 1 Collector / Local Road 1400 25 2049 371 374 0.544 12 1 1 Major Arterial 1600 40 2050 374 371 0.544 12 1 Major Arterial 1600 40 2051 367 390 0.984 11 1 Collector / Local Road 1400 40:j Page 36 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fleohr FFS (mph)

__________ (mi) Width (ft) Lanes Rate______r 2052 390 367 0.984 11 1 Collector / Local Road 1400 40 2053 375 386 0.367 12 1 Minor Arterial 1400 40 2054 386 375 0.367 12 1 Minor Arterial 1400 40 2055 386 1317 0.416 10 1 Collector? Local Road 1400 25 2056 1317 386 0.416 10 1 Collector? Local Road 1400 25 2057 383 1378 1.777 12 2 Freeway 4100 65 2058 381 391 0.456 12 1 Maj.or Arterial 1600 45 2059 391 381 0.456 12 1 MaJor Arterial 1600 45 2060 373 385 0.715 10 1 Collector?/ Local Road 1400 25 2061 1 385 373 0.715 10 1 Collector?/ Local Road 1400 25 2062 391 392 1.274 11 1 Collector / Local Road 1400 40 2063 392 391 1.274 11 1 Collector?/ Local Road 1400 40 2064 394 1317 1.137 10 1 Collector /Local Road 1400 25 2065 1317 394 1.137 10 1 Collector? Local Road 1400 25 2066 369 404 2.564 10 1 Collector? Local Road 1400 35 2067 404 369 2.564 10 1 Collector? Local Road 1400 35 2068 393 396 0.377 10 1 Collector? Local Road 1400 25 2069 396 393 0.377 10 1 Collector Local Road 1400 25 2070 397 402 1.205 10 1 Collector? Local Road 1400 30 2071 402 397 1.205 10 1 Collector? Local Road 1400 30 2072 389 400 0.57 10 1 Collector? Local Road 1400 25 2073 400 389 0.57 10 1 Collector? Local Road 1400 25 2074 390 401 1.102 11 1 Collector? Local Road 1400 40 2075 401 390 1.102 11 1 Collector? Local Road 1400 40 2076 403 407 0.349 12 2 Major Arterial 3200 45 2077 407 403 0.349 12 2 Major Arterial 3200 45 2078 377 407 1.505 1 10 1 Collector?/ Local Road 1400 35 2079 407 377 1.505 10 1 Collector?/ Local Road 1400 35 2080 389 409 1.051 11 1 Collector? Local Road 1400 40 2081 409 389 1.051 11 1 Collector? Local Road 1400 40 2082 401 408 0.501 12 1 Minor Arterial 1400 45 2083 408 401 0.501 12 1 Minor Arterial 1400 45 2084 411 1741 1.938 1 10 1 Collector? Local Road 1400 25 2085 1741 411 1.938 10 1 Collector? Local Road 1400 25 2086 400 409 0.57 10 1 Collector? Local Road 1400 25 2087 409 400 0.57 10 1 Collector? Local Road 1400 25 2088 402 414 0.983 10 1 Collector? Local Road 1400 35 2089 414 402 0.983 10 1 Collector? Local Road 1400 35 2090 407 410 0.67 10 1 Collector? Local Road 1400 25 2091 410 407 0.67 10 1 Collector?/ Local Road 1400 25 2092 412 415 0.368 10 1 Collector?/ Local Road 1400 25 2093 415 412 0.368 10 1 Collector? Local Road 1400 25 2094 413 417 0.707 11 1 Collector? Local Road 1400 40 2095 417 413 0.707 11 1 Collector? Local Road 1400 40 2096 391 415 1.076 12 1 Major Arterial 1600 45 2097 415 391 1.076 12 1 Major Arterial 1600 45 2098 411 431 0.84 12 2 Principal Arterial 3600 55 2099 431 411 0.84 12 2 Principal Arterial 3600 55 2100 415 416 0.098 12 1 Major Arterial 1600 45 2101 416 415 0.098 12 1 Major Arterial 1600 45 2102 409 424 1.117 10 1 Collector? Local Road 1400 25 2103 424 409 1.117 10 1 Collector? Local Road 1400 25 2104 412 416 0.358 10 1 Collector? Local Road 1400 25 2105 416 412 0.358 10 1 1Collector? Local Road 1400 25 2106 405 438 2.887 10 1 Collector? Local Road 1400 35 2107 438 405 2.887 10 1 Collector? Local Road 1400 35 2108 409 418 0.583 11 1 Collector? Local Road 1400 40 Page 37 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flow FFS (mph)

_____ _____ (mi) Width (ft) Lanes Rate_________

2109 418 409 0.583 11 1 Collector /Local Road 1400 40 2110 408 419 0.893 10 1 Collector/ Local Road 1400 25 2111 419 408 0.893 10 1 Collector ILocal Road 1400 25 2112 423 425 0.444 10 1 Collector/ Local Road 1400 25 2113 425 423 0.444 10 1 Collector I Local Road 1400 25 2114 424 426 0.083 10 1 Collector ILocal Road 1400 25 2115 426 424 0.083 10 1 Collector/ Local Road 1400 25 2116 431 445 0.595 12 2 Principal Arterial 3600 55 2117 445 431 0.595 12 2 Principal Arterial 3600 55 2118 434 440 0.162 12 2 Major Arterial 3400 50 2119 440 434 0.162 12 2 Major Arterial 3400 50 2120 435 438 0.2 12 1 Principal Arterial 1800 45 2121 438 435 0.2 12 1 Principal Arterial 1800 45 2122 416 445 0.699 12 1 Maj.or Arterial 1600 45 2123 445 416 0.699 12 1 Major Arterial 1600 45 2124 432 451 1.329 10 1 Collector/ Local Road 1400 25 2125 451 432 1.329 10 1 Collector/Local Road 1400 25 2126 431 449 0.728 12 1 Major Arterial 1600 50 2127 449 431 0.728 12 1 Major Arterial 1600 50 2128 446 447 0.067 11 1 Collector /Local Road 1400 40 2129 447 446 0.067 11 1 Collector /Local Road 1400 40 2130 429 455 0.857 10 1 Collector /Local Road 1400 25 2131 455 429 0.857 10 1 Collector/ Local Road 1400 25 2132 438 456 0.959 12 1 Principal Arterial 1800 45 2133 456 438 0.959 12 1 Principal Arterial 1800 45 2134 453 457 1.082 12 1 Mjr Arterial 1600 50 2135 457 453 1.082 12 1 Maj.or Arterial 1600 50 2136 423 461 1.06 10 1 Collector/ Local Road 1400 25 2137 461 423 1.06 10 1 Collector/Local Road 1400 25 2138 448 455 0.332 10 1 Collector/ Local Road 1400 35 2139 455 448 0.332 10 1 Collector/I Local Road 1400 35 2140 418 474 1.495 11 1 Collector/ Local Road 1400 40 2141 474 418 1.495 11 1 Collector/Local Road 1400 40 2142 451 471 0.947 12 2 Principal Arterial 3600 55 2143 471 451 0.947 12 2 Principal Arterial 3600 55 2144 455 484 1.04 10 1 Collector/ Local Road 1400 35 2145 484 455 1.04 10 1 Collector/ Local Road 1400 35 2146 448 464 0.706 10 1 Collector /Local Road 1400 25 2147 464 448 0.706 10 1 Collector/ Local Road 1400 25 2148 461 462 0.614 11 1 Collector /Local Road 1400 40 2149 462 461 0.614 11 1 Collector/ Local Road 1400 40 2150 461 474 0.675 1 11 1 Collector /Local Road 1400 40 2151 474 461 0.675 11 1 Collector/ Local Road 1400 40 2152 466 482 0.795 11 1 Collector/ Local Road 1400 40 2153 482 466 0.795 11 1 Collector/ Local Road 1400 40 2154 430 467 1.182 12 2 Mor Arterial 3200 45 2155 467 430 1.182 12 2 Major Arterial 3200 45 2156 465 475 0.323 11 1 Collector/Local Road 1400 50 2157 475 465 0.323 11 1 Collector/Local Road 1400 50 2158 449 479 0.985 11 1 Collector/Local Road 1400 40 2159 1 479 449 0.985 11 1 Collector /Local Road 1400 40 2160 456 468 0.619 11 1 Collector /Local Road 1400 40 2161 468 456 0.619 11 1 Collector/Local Road 1400 40 2162 456 470 0.825 12 1 Principal Arterial 1800 45 2163 470 456 0.825 12 1 Principal Arterial 1800 45 2164 1 466 475 0.301 11 1 Collector/ Local Road 1400 40 2165 1 475 466 0.301 11 1 Collector/ Local Road 1400 2 4 Page 38 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow FFS (mph)

Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

2166 470 480 0.466 11 1 Collector /Local Road 1400 40 2167 480 470 0.466 11 1 Collector/ Local Road 1400 40 2168 464 494 1.034 10 1 Collector/ Local Road 1400 25 2169 494 464 1.034 10 1 Collector/ Local Road 1400 25 2170 479 481 0.33 10 1 Collector /Local Road 1400 25 2171 481 479 0.33 10 1 Collector /Local Road 1400 25 02 2172 471 484 047 12 2 Principal Arterial R a 3600 4 55 2173 484 471 0.407 12 2 Principal Arterial 3600 55 101Cleto33oa

~~~~~00.921 .2 2175 483 473 473483 10 1 Collector/ Local Road 1400 25 2174 2176 457 513 2.004 12 1 Minecor rteral Rod1400 45 2177 4513 4573 2.00OO4 12 1 Minor Arterial 1400 45 2178 472 488 20035 12 2 Principa Arterial 3600 450 2179 488 472 0.352 12 2 Principal Arterial 3600 50 2180 475 488 0.682 10 1 Collectlr/LocalRoa6100 250 2181 488 475 0.682 10 1 Collector / Local Road 1400 25 2182 473 493 0.645 10 1 Collector / Local Road 1400 40 2183 493 473 0.645 11 1 Collector/ Local Road 1400 40 2184 490 495 0.650 10 1 Collector /Local Road 1400 25 2185 495 490 0.504 10 1 Collector/ Local Road 1400 25 2186 470 5901 1.103 12 1 Poletrinia ArteralRod1800 40 2187 5701 4701 1.103 12 1 Principal Arterial 1800 40 2188 450 4970 0.623 10 1 Collectlr/LocalRod1400 25 2189 497 495 0.623 10 1 Collector/Local Road 1400 25 21890 496 497 0.043 10 1 Collector/ Local Road 1400 40 21901 497 496 0.04 11 1 Collector /Local Road 1400 40 2192 493 5096 0.746 11 1 Collector/ Local Road 1400 40 2193 5093 4093 0.746 11 1 Collector/ Local Road 1400 40 2194 4097 510 0.531 11 1 Collector/ Local Road 1400 40 2195 510 497 0.531 11 1 Collector/ Local Road 1400 40 2196 478 549 1.5385 10 1 Collector/ Local Road 1400 25 2197 547 547 1.385 10 1 Collector/ Local Road 1400 25 2198 506 1324 0.187 10 1 Collector/Local Road 1400 30 2199 1324 5064 0.187 10 1 Collector/ Local Road 1400 30 2200 4954 5106 0.604 10 1 Collector /Local Road 1400 25 2201 50 49551 0.604 10 1 Collector/ Local Road 1400 25 2202 5106 451 0.524 12 2 Majecor Arteral 32a 100 45 2203 518 506 0.52 12 2 Major Arterial 3200 45 22043 7 51 9 10.531 12 1 Co aecor/ LoeralRoa2100 40 2205 519 479 1.531 11 1 Collector / Local Road 1400 40 2206 511 515 0.5367 10 1 Collector / Local Road 1400 25 2207 515 511 0.367 10 1 Collector / Local Road 1400 25 2208 512 518 0.377 12 2 Majecor Arterial 32a 100 45 2209 518 512 0.771 12 2 Major Arterial 3200 45 22109 4918 5124 1.282 12 1 Co aecor/Loeraloa 1400 45 2210 41 52449 1.282 11 1 Collector / Local Road 1400 45 2212 516 522 0.219 12 1 Principal ArteralRod1800 40 2213 522 516 0.219 12 1 Principal Arterial 1800 40 2214 517 526 0.233 12 1 Collectrl / Rod1400 rtLocal 40 2215 526 517 0.233 11 1 Collector/ Local Road 1400 40 2216 536 498 1.447 12 2 Freeway 4100 55 2217 524 530 0.131 11 2- Collector /Local Road 2800 40 2218 530 524 0.131 11 2 Collector / Local Road 2800 40 2219 520 1673 0.689 11 1 Collector / Local Road 1400 40 2220 1673 520 0.689 11 1 Collector / Local Road 1400 40 2221 528 531 0.329 12 2 Major Arterial 3200 45 2222 531 528 0.329 12 2 Major Arterial 3200 45 Page 39 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) FS(mh 2223 496 534 1.133 12 3 Principal Arterial 5400 45 2224 534 496 1.133 12 3 Principal Arterial 5400 45 2225 531 1744 0.281 10 1 Collector/ Local Road 1400 25 2226 1744 531 0.281 10 1 Collector /Local Road 1400 25 2227 529 539 0.805 10 1 Collector/ Local Road 1400 25 2228 539 529 0.805 10 1 Collector ILocal Road 1400 25 2229 530 535 0.95 11 1 Collector ILocal Road 1400 40 2230 535 530 0.95 11 1 Collector ILocal Road 1400 40 2231 537 1232 0.634 10 1 Collector ILocal Road 1400 35 2232 1232 537 0.634 10 1 Collector/ Local Road 1400 35 2233 534 535 0.751 11 1 Collector ILocal Road 1400 40 2234 535 534 075'1 11 1 Collector ILocal Road 1400 40 2235 522 1679 0.648 12 1 Principal Arterial 1800 40 2236 1679 522 0.648 12 1 Principal Arterial 1800 40 2237 535 542 0.338 10 1 Collector / Local Road 1400 25 2238 542 535 0.338 10 1 Collector / Local Road 1400 25 2239 534 548 0.634 12 3 Principal Arterial 5400 45 2240 548 534 0.634 12 3 Principal Arterial 5400 45 2241 530 543 0.726 11 2 Collector / Local Road 2800 40 2242 543 530 0.726 11 2 Collector / Local Road 2800 40 2243 537 545 2.67 10 1 Collector / Local Road 1400 35 2244 545 537 2.67 10 1 Collector / Local Road 1400 35 2245 525 555 1.33 10 1 Collector I Local Road 1400 35 2246 555 525 1.33 10 1 Collector / Local Road 1400 35 2247 1333 1332 0.886 12 2 Freeway 4100 55 2248 499 563 2.794 11 1 Collector / Local Road 1400 40 2249 563 499 2.794 11 1 Collector / Local Road 1400 40 2250 546 558 0.406 11 1 Collector / Local Road 1400 40 2251 558 546 0.406 11 1 Collector / Local Road 1400 40 2252 544 580 1.048 12 1 Minor Arterial 1400 45 2253 580 544 1.048 12 1 Minor Arterial 1400 45 2254 557 558 0.217 11 1 Collector / Local Road 1400 40 2255 558 557 0.217 11 1 Collector / Local Road 1400 40 2256 555 558 0.676 10 1 Collector / Local Road 1400 25 2257 558 555 0.676 10 1 Collector / Local Road 1400 25 2258 543 565 0.838 11 2 Collector / Local Road 2800 40 2259 565 543 0.838 11 2 Collector / Local Road 2800 40 2260 555 575 0.644 10 1 Collector / Local Road 1400 30 2261 575 555 0.644 10 1 Collector/ Local Road 1400 30 2262 569 1232 1.412 11 1 Collector/Local Road 1400 40 2263 1232 569 1.412 11 1 Collector/ Local Road 1400 40 2264 560 572 0.479 12 2 Minor Arterial 3000 40 2265 572 560 0.479 12 2 Minor Arterial 3000 40 2266 563 595 0.571 12 1 1 Minor Arterial 1400 40 2267 595 563 0.571 12 1 Minor Arterial 1400 40 2268 585 1332 0.568 12 2 Principal Arterial 3600 45 2269 1332 585 0.568 12 2 Principal Arterial 3600 45 2270 567 573 0.499 10 1 Collector / Local Road 1400 25 2271 573 567 0.499 10 1 Collector / Local Road 1400 25 2272 565 586 0.327 12 2 Minor Arterial 3000 40 2273 586 565 0.327 12 2 Minor Arterial 3000 40 2274 572 598 0.321 11 2 Collector /Local Road 2800 40 2275 598 572 0.321 11 2 Collector /Local Road 2800 40 2276 170 589 0.433 11 1 Collector/ Local Road 1400 40 2277 589 170 0.433 11 1 Collector /Local Road 1400 40 2278 571 598 0.703 11 1 Collector/ Local Road 1400 45 2279 598 571 0.703 11 1 Collector/ Local Road 1400 45 Page 40 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (Ift) Lanes Roda ye Rate (vehlhr) ____

2280 570 589 0.396 12 2 Principal Arterial 3600 35 2281 589 570 0.396 12 2 Principal Arterial 3600 35 2282 588 594 0.341 12 2 Minor Arterial 3000 40 2283 594 588 0.341 12 2 Minor Arterial 3000 40 2284 586 594 0.157 12 2 Minor Arterial 3000 40 2285 594 586 0.157 12 2 Minor Arterial 3000 40 2286 574 603 0.415 10 1 Collector / Local Road 1400 30 2287 603 574 0.415 10 1 Collector / Local Road 1400 30 2288 566 592 0.603 10 1 Collector / Local Road 1400 25 2289 592 566 0.603 10 1 Collector / Local Road 1400 25 2290 594 604 0.207 12 2 Minor Arterial 3000 40 2291 604 594 0.207 12 2 Minor Arterial 3000 40 2292 595 599 0.787 10 1 Collector / Local Road 1400 25 2293 599 595 0.787 10 1 Collector / Local Road 1400 25 2294 593 606 1.331 10 1 Collector / Local Road 1400 25 2295 606 593 1.331 10 1 Collector / Local Road 1400 25 2296 589 1748 0.949 12 1 Principal Arterial 1800 35 2297 1748 589 0.949 12 1 Principal Arterial 1800 35 2298 608 1289 0.466 12 2 Minor Arterial 3000 40 2299 1289 608 0.466 12 2 Minor Arterial 3000 40 2300 610 611 0.107 12 2 Minor Arterial 3000 40 2301 611 610 0.107 12 2 Minor Arterial 3000 40 2302 611 614 0.246 12 2 Minor Arterial 3000 40 2303 614 611 0.246 12 2 Minor Arterial 3000 40 2304 567 628 1.492 10 1 Collector / Local Road 1400 35 2305 628 567 1.492 10 1 Collector / Local Road 1400 35 2306 605 627 0.787 12 2 Minor Arterial 3000 40 2307 627 605 0.787 12 2 Minor Arterial 3000 40 2308 595 630 1.095 12 1 Minor Arterial 1400 40 2309 630 595 1.095 12 1 Minor Arterial 1400 40 2310 169 613 1.026 12 2 Minor Arterial 3000 40 2311 613 169 1.026 12 2 Minor Arterial 3000 40 2312 169 626 0.335 11 1 Collector / Local Road 1400 40 2313 626 169 0.335 11 1 Collector / Local Road 1400 40 2314 630 632 0.467 11 1 Collector / Local Road 1400 40 2315 632 630 0.467 11 1 Collector / Local Road 1400 40 2316 626 627 1.299 11 1 Collector / Local Road 1400 40 2317 627 626 1.299 11 1 Collector / Local Road 1400 40 2318 602 1235 1.559 12 1 Minor Arterial 1400 40 2319 1235 602 1.559 12 1 Minor Arterial 1400 40 2320 632 1316 1.668 12 1 Principal Arterial 1800 40 2321 1316 632 1.668 12 1 Principal Arterial 1800 40 2322 626 633 0.449 10 1 Collector / Local Road ___1400 25 2323 633 626 0.449 10 1 Collector / Local Road 1400 25 2324 628 637 0.921 12 2 Freeway 4100 50 2325 630 638 0.577 12 1 Minor Arterial 1400 40 2326 638 630 057 12 1 Minor Arterial 1400 40 2327 620 636 0.822 12 1 Minor Arterial 1400 40 2328 636 620 0.822 12 1 Minor Arterial 1400 40 2329 635 640 0.808 10 1 Collector / Local Road 1400 25 2330 640 635 0.808 10 1 Collector / Local Road 1400 25 2331 634 638 0.437 12 3 Principal Arterial 5400 45 2332 638 634 0.437 12 3 Principal Arterial 5400 45 2333 646 653 0.748 10 1 Collector / Local Road 1400 25 2334 653 646 0.748 10 1 Collector / Local Road 1400 25 2335 627 650 1.013 12 2 Minor Arterial 3000 40 2336 650 627 1.013 12 2 Minor Arterial 3000 40 Page 41 of 70

Appendix D Sequoyah INGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

2337 636 662 0.567 12 1 Minor Arterial 1400 40 2338 662 636 0.567 12 1 Minor Arterial 1400 40 2339 652 663 0.473 12 3 Principal Arterial 5400 40 2340 663 652 0.473 12 3 Principal Arterial 5400 40 2341 650 679 0.621 11 1 Collector / Local Road 1400 40 2342 679 650 0.621 11 1 Collector / Local Road 1400 40 2343 1308 658 0.122 12 2 Freeway 4100 55 2344 635 688 1.167 12 1 Minor Arterial 1400 40 2345 688 635 1.167 12 1 Minor Arterial 1400 40 2346 169 682 1.514 12 2 Minor Arterial 3000 40 2347 682 169 1.514 12 2 Minor Arterial 3000 40 2348 668 670 0.162 12 1 Ramp 2050 35 2349 671 660 0.14 12 2 Major Arterial 3400 45 2350 670 676 0.287 12 2 Principal Arterial 3600 45 2351 638 1319 0.905 12 3 Principal Arterial 5400 45 2352 1319 638 0.905 12 3 Principal Arterial 5400 45 2353 682 686 0.435 11 1 Collector / Local Road 1400 40 2354 686 682 0.435 11 1 Collector / Local Road 1400 40 2355 646 673 2.652 11 1 Collector / Local Road 1400 40 2356 673 646 2.652 11 1 Collector / Local Road 1400 40 2357 682 690 0.303 12 2 Minor Arterial 3000 40 2358 690 682 0.303 12 2 Minor Arterial 3000 40 2359 655 703 1.393 12 1 Major Arterial 1600 55 2360 703 655 1.393 12 1 Major Arterial 1600 55 2361 1328 688 0.477 12 2 Major Arterial 3200 45 2362 689 1328 0.477 12 2 Major Arterial 3200 45 2363 1273 1319 0.242 12 3 Principal Arterial 5400 40 2364 1319 1273 0.242 12 3 Principal Arterial 5400 40 2365 684 692 0.738 12 3 Principal Arterial 5400 40 2366 692 684 0.738 12 3 Principal Arterial 5400 40 2367 699 1275 0.157 12 3 Major Arterial 4800 40 2368 1275 699 0.157 12 3 Major Arterial 4800 40 2369 677 706 0.502 10 1 Collector / Local Road 1400 30 2370 706 677 0.502 10 1 Collector / Local Road 1400 30 2371 650 699 0.95 12 2 Minor Arterial 3000 40 2372 699 650 0.95 1 12 2 Minor Arterial 3000 40 2373 686 712 0.386 10 1 Collector / Local Road 1400 25 2374 712 686 0.386 10 1 Collector / Local Road 1400 25 2375 690 712 0.351 10 1 Collector / Local Road 1400 30 2376 712 690 0.351 10 1 Collector /Local Road 1400 30 2377 647 713 1.217 12 2 Principal Arterial 3600 50 2378 713 647 1.217 1 12 2 Principal Arterial 3600 50 2379 706 715 0.374 10 1 Collector / Local Road 1400 25 2380 715 706 0.374 10 1 Collector / Local Road 1400 25 2381 706 717 0.196 11 1 Collector / Local Road 1400 40 2382 717 706 0.196 11 1 Collector / Local Road 1400 40 2383 683 718 0.626 10 1 Collector / Local Road 1400 25 2384 718 683 0.626 10 1 Collector / Local Road 1400 25 2385 712 719 0.319 10 1 Collector /Local Road 1400 30 2386 719 712 0.319 10 1 Collector / Local Road 1400 30 2387 718 719 0.028 10 1 Collector / Local Road 1400 25 2388 719 718 0.028 10 1 Collector / Local Road 1400 25 2389 707 724 0.508 12 1 Maj.or Arterial 1600 45 2390 724 707 0.508 12 1 1 Major Arterial 1600 45 2391 713 723 0.564 11 1 Collector / Local Road 1400 40 2392 723 713 0.564 11 1 Collector / Local Road 1400 40 2393 717 748 0.39 12 1 Minor Arterial 1400 40 Page 42 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (veh/hr) FF(mh 2394 748 717 0.39 12 1 Minor Arterial 1400 40 2395 726 725 0.113 12 1 Maj.or Arterial ___1600 45 2396 715 745 0.518 10 1 Collector /Local Road ___1400 25 2397 745 715 0.518 10 1 Collector ILocal Road ___1400 25 2398 725 730 0.107 12 1 Major Arterial ___1600 45 2399 741 745 0.18 12 1 Major Arterial ___1600 45 2400 745 741 0.18 12 1 Major Arterial 1600 45 2401 745 747 0.392 12 1 Major Arterial 1600 45 2402 747 745 0.392 12 1 Major Arterial 1600 45 2403 736 1320 0.174 12 1 2 Major Arterial 3200 40 2404 1320 736 0.174 12 2 Major Arterial 3200 40 2405 747 748 0.432 12 2 Major Arterial 3200 45 2406 748 747 0.432 12 2 Major Arterial 3200 45 2407 736 1256 0.165 11 1 Collector ILocal Road 1400 40 2408 1256 736 0.165 11 1 Collector/ Local Road 1400 40 2409 707 749 1.59 12 1 Major Arterial 1600 45 2410 749 707 1.59 12 1 Major Arterial 1600 45 2411 749 751 0.178 11 1 Maj.or Arterial 1600 35 2412 751 749 0.178 11 1 Major Arterial 1600 35 2413 746 752 0.362 11 1 Collector / Local Road 1400 40 2414 752 746 0.362 1 11 1 Collector / Local Road 1400 40 2415 716 758 0.675 12 2 Principal Arterial 3600 50 2416 758 716 0.675 12 2 Principal Arterial 3600 50 2417 738 753 0.851 12 1 Major Arterial 1600 50 2418 753 738 0.851 12 1 Major Arterial 1600 50 2419 751 760 0.39 11 1 Major Arterial 1600 35 2420 760 751 0.39 1 11 1 Maj.or Arterial 1600 35 2421 752 754 0.17 11 1 Collector/ Local Road 1400 40 2422 754 752 0.17 11 1 Collector/ Local Road 1400 40 2423 795 1242 1.606 10 1 Collector/ Local Road 1400 35 2424 11242 795 1.606 10 1 Collector/ Local Road 1400 35 2425 754 760 0.232 11 1 Collector/ Local Road 1400 40 2426 760 754 0.232 11 1 Collector/I Local Road 1400 40 2427 722 757 0.643 10 1 Collector I Local Road 1400 25 2428 757 722 0.643 10 1 Collector / Local Road 1400 25 2429 1 760 763 0.171 11 1 Major Arterial 1600 35 2430 763 760 0.171 11 1 Major Arterial 1600 35 2431 761 766 0.221 11 1 Collector / Local Road 1400 40 2432 690 762 1.147 12 2 Minor Arterial 3000 40 2433 762 690 1.147 12 2 Minor Arterial 3000 40 2434 786 1314 0.618 11 1 Major Arterial 1600 35 2435 11314 786 0.618 11 1 Major Arterial 1600 35 2436 751 764 0.723 12 1 Minor Arterial 1400 40 2437 764 751 0.723 12 1 Minor Arterial 1400 40 2438 733 776 0.999 11 1 Collector /Local Road 1400 40 2439 776 733 0.999 11 1 Collector ILocal Road 1400 40 2440 765 766 0.501 11 1 Collector /Local Road 1400 40 2441 766 765 0.501 11 1 Collector/ Local Road 1400 40 2442 753 781 1.269 12 1 Major Arterial 1600 50 2443 781 753 1.269 12 1 Majlor Arterial 1600 50 2444 752 780 0.659 11 1 Collector / Local Road 1400 40 2445 780 752 0.659 11 1 Collector /Local Road 1400 40 2446 763 773 0.416 11 1 Major Arterial 1600 30 2447 773 763 0.416 11 1 Major Arterial 1600 30 2448 762 775 0.362 12 1 Minor Arterial 1400 40 2449 775 762 0.362 12 1 Minor Arterial 1400 40 2450 755 1346 1.957 12 2 Major Arterial 3200 40 Page 43 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2451 1346 755 1.957 12 2 Major Arterial 3200 40 2452 773 778 0.231 11 1 Major Arterial 1600 30 2453 778 773 0.231 11 1 Maj.or Arterial 1600 30 2454 766 788 0.431 11 1 Collector ILocal Road 1400 40 2455 788 766 0.431 11 1 Collector /Local Road 1400 40 2456 781 785 0.232 12 2 Major Arterial 3200 45 2457 785 781 0.232 12 2 Major Arterial 3200 45 2458 765 787 0.579 11 2 Major Arterial 3200 35 2459 787 765 0.579 11 2 Major Arterial 3200 35 2460 775 789 0.484 11 1 Collector / Local Road 1400 40 2461 789 775 0.484 11 1 Collector / Local Road 1400 40 2462 779 811 0.496 12 1 Minor Arterial 1400 45 2463 811 779 0.496 12 1 Minor Arterial 1400 45 2464 788 792 0.299 11 1 Collector ILocal Road 1400 40 2465 792 788 0.299 11 1 Collector ILocal Road ___1400 40 2466 792 793 0.12 11 1 Collector ILocal Road ___1400 40 2467 793 792 0.12 11 1 Collector ILocal Road ___1400 40 2468 792 789 0.237 11 1 Collector /Local Road 1400 40 2469 764 800 0.634 12 1 Minor Arterial 1400 40 2470 800 764 0.634 12 1 Minor Arterial 1400 40 2471 758 803 0.868 12 2 Principal Arterial 3600 35 2472 803 758 0.868 12 2 Principal Arterial 3600 35 2473 796 827 0.682 12 1 Majlor Arterial 1600 45 2474 827 796 0.682 12 1 Major Arterial 1600 45 2475 808 1269 0.384 10 2 Collector / Local Road 2800 15 2476 1269 808 0.384 10 2 Collector / Local Road 2800 15 2477 796 840 0.412 12 1 Minor Arterial 1400 40 2478 840 796 0.412 12 1 Minor Arterial 1400 40 2479 811 830 1.289 11 1 Collector /Local Road 1400 .40 2480 830 811 1.289 11 1 Collector ILocal Road 1400 40 2481 801 814 0.551 12 1 Maj.or Arterial 1600 40 2482 814 801 0.551 12 1 Major Arterial 1600 40 2483 813 815 0.339 12 2 Minor Arterial 2800 45 2484 815 813 0.339 12 2 Minor Arterial 2800 45 2485 811 842 0.42 12 1 Minor Arterial 1400 45 2486 842 811 0.42 12 1 Minor Arterial 1400 45 2487 773 825 0.873 11 1 Collector / Local Road 1400 40 2488 825 773 0.873 11 1 Collector / Local Road 1400 40 2489 820 824 0.487 12 1 Minor Arterial 1400 40 2490 824 820 0.487 12 1 Minor Arterial 1400 40 2491 811 826 0.679 12 1 Minor Arterial 1400 40 2492 826 811 0.679 12 1 Minor Arterial 1400 40 2493 160 1290 0.05 12 1 Principal Arterial 1800 45 2494 1290 160 0.05 12 1 Principal Arterial 1800 45 1 2495 822 823 0.118 10 2 Collector ILocal Road 2800 15 2496 823 822 0.118 10 2 Collector ILocal Road 2800 15 2497 823 837 0.145 10 2 Collector ILocal Road 2800 15 2498 837 823 0.145 10 2 Collector /Local Road 2800 15 2499 824 830 0.12 12 1 Minor Arterial 1400 40 2500 830 824 0.12 12 1 Minor Arterial 1400 40 2501 814 875 0.651 11 1 Collector /Local Road 1400 40 2502 875 814 0.651 11 1 Collector /Local Road 1400 40 2503 816 838 0.505 11 2 Minor Arterial 3000 35 2504 838 816 0.505 11 2 Minor Arterial 3000 35 2505 831 160 0.179 12 1 Ramp 1800 3 2506 1 783 838 0.833 11 1 Major Arterial 1600 3 2507 1 838 783 10.833 11 1 Major Arterial 1600 3 Page 44 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 2508 834 836 0.179 11 1 Collector/ Local Road 1400 40 2509 825 844 0.169 11 1 Collector /Local Road 1400 40 2510 844 825 0.169 11 1 Collector/ Local Road 1400 40 2511 825 841 0.143 11 1 Collector/Local Road 1400 40 2512 841 825 0.143 11 1 Collector/Local Road 1400 40 2513 840 858 0.43 12 1 Minor Arterial 1400 40 2514 858 840 0.43 12 1 Minor Arterial 1400 40 2515 838 844 0.255 11 2 Minor Arterial 3000 35 2516 844 838 0.255 11 2 Minor Arterial 3000 35 2517 847 845 0.109 11 1 Collector /Local Road 1400 40 2518 800 870 0.805 12 1 Minor Arterial 1400 40 2519 870 800 0.805 12 1 Minor Arterial 1400 40 2520 851 847 0.119 11 1 Collector / Local Road 1400 40 2521 842 879 0.338 12 1 Minor Arterial 1400 45 2522 879 842 0.338 12 1 Minor Arterial 1400 45 2523 852 878 0.266 11 2 Major Arterial 3200 30 2524 878 852 0.266 11 2 Major Arterial 3200 30 2525 853 880 0.265 10 2 Collector/ Local Road 2800 15 2526 880 853 0,265 10 2 Collector /Local Road 2800 15 2527 826 872 0.595 12 1 Major Arterial 1600 45 2528 872 826 0.595 12 1 Major Arterial 1600 45 2529 873 881 0.34 12 1 Minor Arterial 1400 40 2530 881 873 0.34 12 1 Minor Arterial 1400 40 2531 871 881 0.121 12 1 Minor Arterial 1400 40 2532 881 871 0.121 12 1 Minor Arterial 1400 40 2533 848 873 0.663 11 1 Minor Arterial 1400 35 2534 873 848 0.663 11 1 Minor Arterial 1400 35 2535 877 878 0.153 11 2 Collector/ Local Road 2800 40 2536 868 889 0.503 10 2 Collector/ Local Road 2800 30 2537 889 868 0.503 10 2 Collector /Local Road 2800 30 2538 876 887 0.332 11 2 Collector /Local Road 2800 40 2539 887 876 0.332 11 2 Collector /Local Road 2800 40 2540 893 861 0.34 10 2 Collector/ Local Road 2800 15 2541 882 902 1.071 12 1 Minor Arterial 1400 40 2542 902 882 1.071 12 1 Minor Arterial 1400 40 2543 879 891 0.237 12 1 Minor Arterial 1400 40 2544 891 879 0.237 12 1 Minor Arterial 1400 40 2545 878 906 0.182 11 2 Mauj.or Arterial 3200 30 2546 906 878 0.182 11 2 Major Arterial 3200 30 2547 880 908 0.181 10 2 Collector /Local Road 2800 15 2548 908 880 0.18 10 2 Collector /Local Road 2800 15 2549 920 893 01 7 10 2 Collector /Local Road 2800 15 2550 897 907 0.122 10 1 Collector / Local Road 1400 25 2551 907 897 0.122 10 1 Collector /Local Road 1400 25 2552 902 1321 0,724 12 1 Minor Arterial 1400 40 2553 1321 902 0.724 12 1 Minor Arterial 1400 40 2554 903 904 0.054 12 1 Major Arterial 1600 45 2555 838 922 0.636 11 1 Major Arterial 1600 35 2556 922 838 0.636 11 1 Major Arterial 1600 35 2557 890 924 0.203 12 1 Ramp 1800 35 2558 933 893 0.49 11 1 Major Arterial 1700 25 2559 874 922 0.791 11 1 Collector / Local Road 1400 40 2560 922 874 0.791 11 1 Collector / Local Road 1400 40 2561 881 1 928 0.813 12 1 11 Minor Arterial 1400 40 2562 928 881 0.813 12 1 Minor Arterial 1400 40 2563 891 942 10.489 12 2 Major Arterial 1 3200 1 40 2564 942 891 10.489 12 2 Major Arterial 1 3200 1 40 1 Page 45 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lik#

UNd -oe (mi) Width (ft) LanesRaevh/r 2565 867 927 0.575 11 1 Collector ILocal Road 1400 40 2566 927 867 0.575 11 1 Collector/ Local Road 1400 40 2567 879 942 0.428 12 1 Minor Arterial 1400 45 2568 942 879 0.428 12 1 Minor Arterial 1400 45 2569 934 947 0.156 11 2 Major Arterial 3200 30 2570 947 934 0.156 11 2 Major Arterial 3200 30 2571 858 941 0.702 12 1 Minor Arterial 1400 40 2572 941 858 0.702 12 1 Minor Arterial 1400 40 2573 925 941 0.308 12 2 Minor Arterial 3000 40 2574 941 925 0.308 12 2 Minor Arterial 3000 40 2575 889 944 0.378 11 1 Collector / Local Road 1400 40 2576 944 889 0.378 11 1 Collector / Local Road 1400 40 2577 944 933 0.334 11 2 Major Arterial 3400 25 2578 920 946 0.501 11 2 M ajor Arterial 3400 25 2579 881 945 0.434 11 1 Collector / Local Road 1400 40 2580 945 881 0.434 11 1 Collector / Local Road 1400 40 2581 812 949 1.654 12 1 Maj.or Arterial 1600 40 2582 949 812 1.654 12 1 Maj.or Arterial 1600 40 2583 935 959 0.429 12 2 Minor Arterial 3000 40 2584 959 935 0.429 12 2 Minor Arterial 3000 40 2585 938 950 0.542 10 2 Collector / Local Road 2800 35 2586 950 938 0.542 10 2 Collector / Local Road 2800 35 2587 944 953 0.16 11 1 Collector / Local Road 1400 40 2588 953 944 0.16 11 1 Collector /Local Road 1400 40 2589 946 953 0.335 11 2 Major Arterial 3200 25 2590 902 967 0.781 12 1 Minor Arterial 1400 40 2591 967 902 0.781 12 1 Minor Arterial 1400 40 2592 945 958 0.22 12 1 Minor Arterial 1400 40 2593 958 945 0.22 12 1 Minor Arterial 1400 40 2594 929 955 0.376 11 2 Collector / Local Road 2800 45 2595 955 929 0.376 11 2 Collector / Local Road 2800 45 2596 950 954 0.132 11 2 Major Arterial 3200 35 2597 954 950 0.132 11 2 Major Arterial 3200 35 2598 844 966 1.179 11 1 Collector / Local Road 1400 40 2599 966 844 1.179 11 1 Collector / Local Road 1400 40 2600 937 964 0.467 11 2 Major Arterial 3200 35 2601 964 937 0.467 11 2 Major Arterial 3200 35 2602 932 958 1.097 11 1 Collector / Local Road 1400 40 2603 958 932 1.097 11 1 Collector / Local Road 1400 40 2604 882 965 1.517 12 1 Minor Arterial 1400 40 2605 965 882 1.517 12 1 Minor Arterial 1400 40 2606 168 953 0.16 1 11 1 Collector / Local Road 1400 40 2607 953 168 0.16 11 1 Collector / Local Road 1400 40 2608 959 962 0.056 12 2 Minor Arterial 3000 40 2609 962 959 0.056 12 2 Minor Arterial 3000 40 2610 956 964 0.252 11 1 Collector / Local Road 1400 40 2611 964 956 0.252 11 1 Collector / Local Road 1400 40 2612 941 969 1.024 12 1 Minor Arterial 1400 40 2613 969 941 1.024 12 1 Minor Arterial 1400 40 2614 955 968 0.186 11 1 Collector / Local Road 1400 40 2615 968 955 0.186 11 1 Collector / Local Road 1400 40 2616 958 974 0.223 12 1 Minor Arterial 1400 40 2617 974 958 0.223 12 1 Minor Arterial 1400 40 2618 953 968 0.502 11 2 Major Arterial 3200 35 2619 947 973 0.415 11 1 2 Major Arterial 3200 30 2620 1 973 947 0. 415 11 2 Major Arterial 3200 30 2621 1 964 975 0.127 11 2 Major Arteriall 3200 35 Page 46 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2622 975 964 0.127 11 2 Major Arterial 3200 35 2623 964 973 0.243 11 1 Major Arterial 1600 35 2624 973 964 0.243 11 1 Major Arterial 1600 35 2625 950 977 0.378 12 1 Major Arterial 1600 45 2626 977 950 0.378 12 1 Major Arterial 1600 45 2627 977 955 0.684 11 2 Major Arterial 3200 35 2628 973 976 0.123 11 1 Major Arterial 1600 35 2629 976 973 0.123 11 1 Major Arterial 1600 35 2630 976 978 0.093 11 1 Major Arterial 1600 35 2631 978 976 0.093 11 1 Major Arterial 1600 35 2632 976 981 0.128 10 1 Collector / Local Road 1400 25 2633 975 987 0.193 11 2 Major Arterial 3200 35 2634 987 975 0.193 11 2 Major Arterial 3200 35 2635 966 985 0.308 10 2 Collector ILocal Road 2800 35 2636 985 966 0.308 10 2 Collector ILocal Road 2800 35 2637 970 995 0.431 11 1 Collector ILocal Road 1400 40 2638 995 970 0.431 11 1 Collector ILocal Road 1400 40 2639 984 977 0.321 11 2 Major Arterial 3200 35 2640 977 990 0.188 12 2 Major Arterial 3200 45 2641 990 977 0.188 12 2 Major Arterial 3200 45 2642 981 996 0.107 12 1 Maj.or Arterial 1600 45 2643 996 981 0.107 12 1 Major Arterial 1600 45 2644 978 986 0.26 11 1 Maj.or Arterial 1600 35 2645 986 978 0.26 11 1 Major Arterial 1600 35 2646 968 990 0.685 11 2 Major Arterial 3200 35 2647 985 1334 0.068 10 2 Collector ILocal Road 2800 35 2648 1334 985 0.068 10 2 Collector ILocal Road 2800 35 2649 931 1024 1.166 i1 2 Minor Arterial 3000 35 2650 1024 931 1.166 11 2 Minor Arterial 3000 35 2651 985 1003 0.248 11 2 Collector ILocal Road 2800 40 2652 1003 985 0.248 11 2 Collector/ Local Road 2800 40 2653 987 992 0.124 12 2 Principal Arterial 3600 45 2654 992 987 0.124 12 2 Principal Arterial 3600 45 2655 973 1007 0.335 11 2 Collector ILocal Road 2800 40 2656 1007 973 0,335 11 2 Collector ILocal Road 2800 40 2657 168 1001 0,433 12 2 Minor Arterial 3000 40 2658 1001 168 0.433 12 2 Minor Arterial 3000 40 2659 1004 993 0.124 10 1 Collector / Local Road 1400 25 2660 1002 1334 0.089 12 2 Ramp 3600 35 2661 986 1001 0.207 11 2 Major Arterial 3200 35 2662 1001 986 0.207 11 2 Major Arterial 3200 35 2663 982 1008 0.256 12 2 Major Arterial 3200 40 2664 1008 982 0.256 12 2 Major Arterial 3200 40 2665 1009 999 0.064 11 1 Collector / Local Road 1400 40 2666 943 1045 1.061 11 1 Minor Arterial 1400 35 2667 1045 943 1.061 11 1 Minor Arterial 1400 35 2668 990 1014 0.301 11 2 Major Arterial 3200 35 2669 1007 1027 0.117 12 2 Major Arterial 3200 45 2670 1027 1007 0.117 12 2 Major Arterial 3200 45 2671 996 1022 0.173 10 2 Collector / Local Road 2800 15 2672 1022 996 0.173 10 2 Collector / Local Road 2800 15 2673 1023 1335 0.141 12 2 Major Arterial 3200 45 2674 1335 1023 0.141 12 2 Major Arterial 3200 45 2675 941 11036 1.017 12 2 1 Minor Arterial 3000 40 2676 1036 941 1.017 12 2 Minor Arterial 3000 40 2677 1007 1022 0.248 10 2 Collector / Local Road 2800 15 2678 1022 1007 0.24 10 2 Collector I/Local Road 2800 15 Page 47 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2679 1001 1059 0.425 10 2 Collector /Local Road 2800 15 2680 1059 1001 0.425 10 2 Collector ILocal Road 2800 15 2681 968 1033 0.564 11 1 Collector/ Local Road 1400 40 2682 1033 968 0.564 11 1 Collector/ Local Road 1400 40 2683 1001 1033 0.508 11 2 Major Arterial 3200 35 2684 1033 1001 0.508 11 2 Major Arterial 3200 35 2685 995 1036 0.654 11 1 Collector /Local Road 1400 40 2686 1036 995 0.654 11 1 Collector/Local Road 1400 40 2687 979 1047 0.522 11 1 MajorArterial 1600 30 2688 1047 979 0.522 11 1 Major Arterial 1600 30 2689 1022 1070 0.539 10 2 Collector ILocal Road 2800 15 2690 1070 1022 0.539 10 2 Collector/ Local Road 2800 15 2691 1050 1041 0.124 11 1 Collector/ Local Road 1400 40 2692 1051 1056 0.124 11 1 Collector/ Local Road ___1400 40 2693 1053 1058 0.137 11 1 Collector/ Local Road ___1400 40 2694 1058 1053 0.137 11 1 Collector / Local Road ___1400 40 2695 1040 1057 0.336 12 2 Major Arterial 3200 40 2696 1057 1040 0.336 1 12 2 Major Arterial 3200 40 2697 1024 1063 0.304 11 2 Minor Arterial 3000 35 2698 1063 1024 0.304 11 2 Minor Arterial 3000 35 2699 996 1059 0.476 12 1 Major Arterial 1600 45 2700 1059 996 0.476 12 1 Major Arterial 1600 45 2701 990 1067 0.555 11 2 Collector/ Local Road 2800 40 2702 1067 990 0.555 11 2 Collector/ Local Road 2800 40 2703 1011 1069 0.47 11 1 Collector/ Local Road 1400 40 2704 1069 1011 0.47 11 1 Collector/Local Road 1400 40 2705 1057 1069 0.211 12 2 Major Arterial 3200 40 2706 1069 1057 0.211 12 2 Major Arterial 3200 40 2707 1060 1066 0.138 10 1 Collector / Local Road 1400 35 2708 1066 1060 0.138 10 1 Collector/ Local Road 1400 35 2709 1033 1067 0.679 11 2 Major Arterial 3200 35 2710 1067 1033 0.679 11 2 Maj.or Arterial 3200 35 2711 1017 1077 0.658 12 1 Minor Arterial 1400 40 2712 1077 1017 0.658 12 1 Minor Arterial 1400 40 2713 1062 1072 0.128 12 2 Major Arterial 3200 45 2714 1072 1062 0.128 12 2 Major Arterial 3200 45 2715 1062 1070 0.094 11 1 Collector / Local Road 1400 40 2716 1070 1062 0.094 11 1 Collector / Local Road 1400 40 2717 1064 1074 0.124 11 2 Minor Arterial 3000 35 2718 1074 1064 0.124 11 2 Minor Arterial 3000 35 2719 1011 1074 1.261 11 1 Collector/ Local Road 1400 40 2720 1074 1011 1.261 11 1 Collector/ Local Road 1400 40 2721 1008 1075 0.805 12 2 Major Arterial 3200 40 2722 1075 1008 0.805 12 2 Major Arterial 3200 40 2723 1036 1077 1.001 12 1 Minor Arterial 1400 40 2724 1077 1036 1.001 12 1 Minor Arterial 1400 40 2725 1023 1078 0.556 12 2 Major Arterial 3200 45 2726 1078 1023 0.556 12 2 Major Arterial 3200 45 2727 1068 1078 0.408 11 2 Major Arterial 3200 35 2728 1078 1068 0.408 11 2 Major Arterial 3200 35 2729 1033 1079 0.506 11 1 Collector/ Local Road 1400 40 2730 1079 1033 0.506 11 1 Collector ILocal Road 1400 40 2731 1040 1076 0.439 11 1 Collector ILocal Road 1400 40 2732 1076 1040 0.439 11 1 Collector ILocal Road 1400 40 2733 1008 1085 0.73 11 1 1Collector ILocal Road 1400 40 2734 11085 1008 0.73 11 1 Collector ILocal Road 1400 40 2735 11069 1080 0.445 12 2 Major Arterial 3200 40 Page 48 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2736 1080 1069 0.445 12 2 Major Arterial 3200 40 2737 1045 1081 0.525 12 1 Minor Arterial 1400 40 2738 1081 1045 0.525 12 1 Minor Arterial 1400 40 2739 1068 1090 0.382 11 1 Collector/ Local Road 1400 40 2740 1090 1068 0.382 11 1 Collector/ Local Road 1400 40 2741 1076 1083 0.21 11 1 Collector/ Local Road 1400 40 2742 1083 1076 0.21 11 1 Collector/ Local Road 1400 40 2743 1075 1097 0.509 12 2 Major Arterial 3200 40 2744 1097 1075 0.509 12 2 Major Arterial 3200 40 1 2745 1079 1082 0.309 12 2 Minor Arterial 3000 40 2746 1082 1079 0.309 12 2 Minor Arterial 3000 40 2747 1032 1124 0.878 12 1 Major Arterial 1600 40 2748 1124 1032 0.878 12 1 Major Arterial 1600 40 2749 995 1091 0.94 11 1 Collector/ Local Road 1400 40 2750 1091 995 0.94 11 1 Collector/ Local Road 1400 40 2751 1036 1122 0.881 12 2 Minor Arterial 3000 40 2752 1122 1036 0.881 12 2 Minor Arterial 3000 40 2753 1072 1089 0.394 12 2 Major Arterial 3200 45 2754 1089 11072 0.394 12 2 1 Major Arterial 3200 45 2755 1085 1102 0.315 12 1 Major Arterial 1600 40 2756 1102 1085 0.3-A15-r 12 1 Major Arterial 1600 40 2757 1069 1110 0.498 11 1 Collector /Local Road 1400 40 2758 1110 1069 0.498 1 11 1 Collector /Local Road 1400 40 2759 11108 1125 1.062 12 1 Minor Arterial 1400 40 2760 1125 1108 1.062 12 1 Minor Arterial 1400 40 2761 1101 1291 0.035 11 3 Major Arterial 4800 35 2762 1291 1101 0.035 11 3 Major Arterial 4800 35 2763 1099 1105 0.175 12 2 Major Arterial 3200 40 2764 1105 1099 0.175 12 2 Major Arterial 3200 40 2765 1082 1111 0.436 11 1 Collector/Local Road 1400 40 2766 1111 1082 0.436 11 1 Collector/Local Road 1400 40 2767 1091 1122 0.631 12 2 Major Arterial 3200 40 2768 1122 1091 0.631 12 2 Major Arterial 3200 40 2769 967 1125 1.527 11 1 1 Collector/Local Road 1400 40 2770 1125 967 1.527 11 1 Collector/Local Road 1400 40 2771 1076 1113 0.67 11 1 Collector/Local Road 1400 40 2772 1113 1076 0.67 11 1 Collector/Local Road 1400 40 2773 1078 1131 0.504 11 2 Major Arterial 3200 35 2774 1131 1078 0.504 11 2 Major Arterial 3200 35 2775 1085 1106 0.995 1 12 1 Major Arterial 1600 40 2776 1106 1085 0.995 12 1 Major Arterial 1600 40 2777 1110 1135 0.506 11 1 Collector/Local Road 1400 40 2778 1135 1110 0.506 11 1 Collector/Local Road 1400 40 2779 1093 1135 0.318 11 1 Collector/Local Road 1400 40 2780 1135 1093 0.318 11 1 Collector/ Local Road 1400 40 2781 1088 1149 1.342 12 1 Minor Arterial 1400 45 2782 1149 1088 1.342 12 1 Minor Arterial 1400 45 2783 1111 1131 0.376 11 1 Collector/Local Road 1400 40 2784 1131 1111 0.376 11 1 Collector/Local Road 1400 40 2785 1126 1136 0.132 12 2 Principal Arterial 3600 45 2786 1136 1126 0.132 12 2 Principal Arterial 3600 45 2787 1113 1134 0.174 11 1 Collector/ Local Road 1400 40 2788 1134 1113 0.174 11 1 Collector/ Local Road 1400 40 2789 1074 1141 0.754 11 2 Minor Arterial 3000 35 2790 1141 11074 0.754 11 2 1 Minor Arterial 3000 35 2791 1093 1133 0.514 12 2 Major Arterial 3200 40 2792 1133 1093 0.514 12 2 Major Arterial 3200 40 Page 49 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) F(mh 2793 1125 1160 0.724 11 1 Collector /Local Road 1400 40 2794 1160 1125 0.724 11 1 Collector / Local Road 1400 40 2795 1133 1141 0.25 12 2 Major Arterial 3200 40 2796 1141 1133 0.25 12 2 Major Arterial 3200 40 2797 1128 1144 0.228 11 2 Collector / Local Road 2800 40 2798 1144 1128 0.228 11 2 Collector / Local Road 2800 40 2799 1145 1134 0.508 12 2 Minor Arterial 3000 40 2800 1135 1145 0.237 11 1 Collector/Local Road 1400 40 2801 1145 1135 0.237 11 1 Collector/Local Road 1400 40 2802 1142 1155 0.296 12 1 Major Arterial 1600 45 2803 1155 1142 0.296 12 1 Major Arterial 1600 45 2804 1144 1147 0.114 11 1 Collector/Local Road 1400 40 2805 1147 1144 0.114 11 1 Collector/Local Road 1400 40 2806 1141 1146 0.347 11 3 Major Arterial 4800 35 2807 1146 1141 0.347 11 3 Major Arterial 4800 35 2808 1140 1148 0.503 12 2 Minor Arterial 3000 40 2809 1136 1147 0.637 11 1 Collector /Local Road 1400 40 2810 1147 1136 0.637 11 1 Collector / Local Road 1400 40 2811 1146 1150 0.156 11 3 Major Arterial 4800 35 2812 1150 1146 0.156 11 3 Major Arterial 4800 35 2813 1131 1156 0.501 12 2 Minor Arterial 3000 40 2814 1156 1131 0.501 12 2 Minor Arterial 3000 40 2815 1047 1241 3.743 11 1 Major Arterial 1600 30 2816 1241 1047 3.743 11 1 Major Arterial 1600 30 2817 1151 1145 0.253 12 2 Minor Arterial 3000 40 2818 1148 1153 0.272 12 2 Minor Arterial 3000 40 2819 1133 1157 0.472 11 1 Collector/ Local Road 1400 40 2820 1157 1133 0.472 11 1 Collector/Local Road 1400 40 2821 1147 1156 0.377 11 1 Collector/Local Road 1400 40 2822 1156 1147 0.377 11 1 Collector/ Local Road 1400 40 2823 1141 1163 0.436 12 2 Minor Arterial 3000 40 2824 1163 1141 0.436 12 2 Minor Arterial 3000 40 2825 1157 1151 0.246 12 2 Minor Arterial 3000 40 2826 1161 1157 0.196 12 2 Minor Arterial 3000 40 2827 1155 1156 0.364 11 1 Collector / Local Road 1400 40 2828 1156 1155 0.364 11 1 Collector /Local Road 1400 40 2829 11153 1165 0.375 12 2 Minor Arterial 3000 40 2830 1136 1172 0.647 12 2 Principal Arterial 3600 45 2831 1172 1136 0.647 12 2 Principal Arterial 3600 45 2832 1150 1167 0.287 11 1 Collector /Local Road 1400 40 2833 1167 1150 0.287 11 1 Collector /Local Road 1400 40 2834 1159 1177 0.49 11 2 Major Arterial 3200 35 2835 1177 1159 0.49 11 2 Major Arterial 3200 35 2836 1164 1175 0.621 12 2 Major Arterial 3200 40 2837 1175 1164 0.621 12 2 Major Arterial 3200 40 2838 1168 1174 0.204 12 2 Minor Arterial 3000 40 2839 1147 1176 0.504 11 1 Collector / Local Road 1400 40 2840 1176 1147 0.504 11 1 Collector /Local Road 1400 40 2841 1172 1176 0.387 11 1 Collector/Local Road 1400 40 2842 1176 1172 0.387 11 1 Collector/Local Road 1400 40 2843 1140 1177 0.86 12 2 Minor Arterial 3000 40 2844 1177 1140 0.86 12 2 Minor Arterial 3000 40 2845 1156 1182 0.513 12 2 Minor Arterial 3000 40 2846 1182 1156 0.513 12 2 Minor Arterial 3000 40 2847 1175 1178 0.833 12 1 Major Arterial ___1600 40 2848 1178 11175 0.833 12 1 Major Arterial ___1600 40 2849 1176 11182 0.37 11 1 1Collector / Local Road ___1400 40 Page 50 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2850 1182 1176 0.37 11 1 Collector ILocal Road 1400 40 2851 1083 1190 1.871 11 1 Collector/Local Road 1400 40 2852 1190 1083 1.871 11 1 CollectorlLocal Road 1400 40 2853 1172 1184 0.322 12 2 Principal Arterial 3600 45 2854 1184 1172 0.322 12 2 Principal Arterial 3600 45 2855 1160 1180 1.642 12 1 Maj.or Arterial 1600 40 2856 1180 1160 1.642 12 1 Major Arterial 1600 40 2857 1176 1185 0.294 11 1 Collector/Local Road 1400 40 2858 1185 1176 0.294 11 1 Collector/Local Road 1400 40 2859 1183 1185 0.139 11 1 Collector/ Local Road 1400 4 2860 1185 1183 0.139 11 1 Collectorl Local Road 1400 40 2861 1159 1191 0.721 11 1 Collector/Local Road 1400 40 2862 1191 1159 0.721 11 1 Collector/LocaliRoad 1400 40 2863 1182 1188 0.247 12 2 Minor Arterial 3000 40 2864 1188 1182 0.247 12 2 Minor Arterial 3000 40 2865 1177 1187 0.417 11 2 Mauj.or Arterial 3200 35 2866 1187 1177 0.417 11 2 Major Arterial 3200 35 2867 1185 1188 0.398 11 1 Collector/ Local Road 1400 40 2868 1188 1185 0.398 11 1 Collector/Local Road 1400 40 2869 1148 1194 0.995 11 1 Collector /Local Road 1400 40 2870 1194 1148 0.995 11 1 Collector/ Local Road 1400 40 2871 1187 1195 0.317 11 2 Major Arterial 3200 35 2872 1195 1187 0.317 11 2 Major Arterial 3200 35 2873 1166 1198 0.784 11 1 Collector / Local Road 1400 40 2874 1198 1166 0.784 11 1 Collector / Local Road 1400 40 2875 1194 1196 0.465 11 2 Maj.or Arterial 3200 35 1 2876 1196 1194 0.465 11 2 Maj.or Arterial 3200 35 2877 1174 1200 0.782 11 1 Collector /Local Road 1400 40 2878 1200 1174 0.782 11 1 Collector / Local Road 1400 40 2879 1187 1199 0.236 1 11 1 Collector/ Local Road 1400 40 2880 1199 1187 0.236 11 1 Collector/ Local Road 1400 40 2881 1196 1198 0.191 11 2 Major Arterial 3200 35 2882 1198 1196 0.191 11 2 Major Arterial 3200 35 2883 1195 1199 0.224 11 1 Collector/ Local Road 1400 40 2884 1199 1195 0.224 11 1 Collector/ Local Road 1400 40 2885 1198 1200 0.121 1 11 2 Major Arterial 3200 35 2886 1200 1198 0.121 11 2 Major Arterial 3200 35 2887 1192 1193 0.841 11 1 Collector / Local Road 1400 40 2888 1193 1192 0.841 11 1 Collector / Local Road 1400 40 2889 1191 1201 0.653 11 1 Collector / Local Road 1400 40 2890 1201 1191 0.653 11 1 Collector / Local Road 1400 40 2891 1184 1202 0.47 12 2 Principal Arterial 3600 45 2892 1202 1184 0.47 12 2 Principal Arterial 3600 45 2893 1193 1203 0.407 12 1 Minor Arterial 1400 40 2894 1203 1193 0.407 12 1 Minor Arterial 1400 40 2895 1199 1204 0.332 11 1 Collector /Local Road 1400 40 2896 1204 1199 0.332 11 1 Collector / Local Road 1400 40 2897 1202 1203 0.319 11 1 Collector / Local Road 1400 40 2898 1203 1202 0.319 11 1 Collector /Local Road 1400 40 2899 1202 1207 0.217 12 2 Principal Arterial 3600 45 2900 1207 1202 0.217 1 12 2 Principal Arterial 3600 45 2901 1186 1214 0.745 11 1 Collector/Local Road 1400 40 2902 1214 1186 0.745 11 1 Collector/ Local Road 1400 40 2903 1201 1204 0.275 11 1 11 Collector/ Local Road 1400 40 2904 1204 1201 0.275 11 1 Collector/ Local Road 1400 40 2905 1203 1217 0.165 12 1 Minor Arterial 1400 40 2906 1217 1203 10.165 12 1 Minor Arterial 1400 40 Page 51 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod 0-ode (mi) Width (Ift) Lanes Roda ye Rate (vehlhr) ____

2907 1200 1214 1.192 11 2 Major Arterial 3200 35 2908 1214 1200 1.192 11 2 Major Arterial 3200 35 2909 1196 1221 0.58 10 1 Collector?/ Local Road 1400 30 2910 1221 1196 0.58 10 1 Collector?/ Local Road 1400 30 2911 1207 1217 0.207 11 1 Collector?/ Local Road 1400 40 2912 1217 1207 0.207 11 1 Collector?/ Local Road 1400 40 2913 1192 1224 1.016 11 1 Collector?/ Local Road 1400 40 2914 1224 1192 1.016 11 1 Collector?/ Local Road 1400 40 2915 1204 1221 0.488 11 1 Collector?/ Local Road 1400 40 2916 1221 1204 0.488 11 1 Collector?/ Local Road 1400 40 2917 1212 1225 0.271 1 12 1 Principal Arterial 1800 45 2918 1225 1212 0.271 12 1 Principal Arterial 1800 45 2919 1217 1226 0.225 12 1 Minor Arterial 1400 40 2920 1226 1217 0.225 12 1 Minor Arterial 1400 40 2921 1221 1222 0.218 10 1 Collector /Local Road 1400 30 2922 1222 1221 0.218 10 1 Collector /Local Road 1400 30 2923 1201 1223 1.182 1 11 1 Collector?/ Local Road 1400 40 2924 1223 1201 1.182 11 1 Collector?/ Local Road 1400 40 2925 1223 1224 0.106 11 1 Collector /Local Road 1400 40 2926 1224 1223 0.106 11 1 Collector?/ Local Road 1400 40 2927 1225 1296 0.22 12 1 Principal Arterial 1800 45 2928 1296 1225 0.22 12 1 Principal Arterial 1800 45 2929 1217 1224 0.968 1 11 1 Collector?/ Local Road 1400 40 2930 1224 1217 0.968 11 1 Collector?/ Local Road 1400 40 2931 959 997 0.549 11 1 Collector?/ Local Road 1400 40 2932 997 959 0.549 11 1 Collector?/ Local Road 1400 40 2933 955 948 0.419 11 2 Major Arterial 3200 35 2934 368 411 1.836 12 1 Principal Arterial 1800 55 2935 411 368 1.836 12 1 Principal Arterial 1800 55 2936 967 1124. 1.788 12 1 Minor Arterial 1400 40 2937 1124 967 1.788 12 1 Minor Arterial 1400 40 2938 816 874 0.687 11 2 Collector?/ Local Road 2800 45 2939 874 816 0.687 11 2 Collector?/ Local Road 2800 45 2940 928 932 0.097 12 2 Minor Arterial 2800 45 2941 932 928 0.097 12 2 Minor Arterial 2800 45 2942 369 394 1.922 10 1 Collector?/ Local Road 1400 25 2943 394 369 1.922 10 1 Collector?/ Local Road 1400 25 2944 248 293 2.073 10 1 Collector?/ Local Road 1400 25 2945 293 248 2.073 10 1 Collector?/ Local Road 1400 25 2946 294 305 2.794 11 1 Collector?/ Local Road 1400 40 2947 305 294 2.794 11 1 Collector?/ Local Road 1400 40 2948 316 1318 0.823 11 1 Major Arterial 1600 35 2949 1318 316 0.823 11 1 Major Arterial 1600 35 2950 538 1283 0.87 12 2 Major Arterial 3200 40 2951 1283 538 0.87 12 2 Major Arterial 3200 40 2952 753 1237 1.255 11 1 Collector /Local Road 1400 45 2953 1237 753 1.255 11 1 Collector?/ Local Road 1400 45 2954 631 1237 1.488 11 1 Collector /Local Road 1400 45 2955 1237 631 1.488 11 1 Collector?/ Local Road 1400 45 2956 897 929 0.184 11 2 Collector?/ Local Road 2800 45 2957 929 897 0.184 11 2 Collector?/ Local Road 2800 45 2958 954 966 0.38 10 1 Collector?/ Local Road 1400 35 2959 966 954 0.38 10 1 Collector?/ Local Road 1400 35 2960 1245 1334 0.032 12 1 Major Arterial 1600 45 2961 1334 1245 0.032 12 1 Major Arterial 1600 45 2962 1010 1336 0.292 11 2 Major Arterial 3200 35 2963 1251 601 2.526 12 3 Freeway 6150 65 Page 52 of 70

Appendix D Sequoyah INGS Appedix Network Data Table SeqoyahNGSRoadway Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 2964 765 1320 0.469 11 2 Major Arterial 3200 35 2965 1320 765 0.469 11 2 Major Arterial 3200 35 2966 1278 434 0.146 12 1 Ramp 2050 35 2967 434 1279 0.269 12 -1 Ramnp 2050 35 2968 1239 1294 0.062 12 2 Major Arterial 3200 45 2969 231 1576 1.604 10 1 Collector ILocal Road 1400 25 2970 1576 231 1.604 10 1 Collector/ Local Road 1400 25 2971 203 1490 1.586 10 1 Collector/ Local Road 1400 25 2972 1490 203 1.586 10 1 Collector ILocal Road 1400 25 2973 188 1123 1.812 12 4 Freeway 8200 55 2974 1312 1300 0.683 12 4 Freeway 8200 55 2975 1206 1313 0.714 12 4 Freeway 8200 55 2976 1300 1302 0.281 12 4 Freeway 8200 55 2977 173 1219 0.122 12 2 Freeway 4100 65 2978 793 831 0.477 11 1 Collector ILocal Road 1400 40 2979 831 793 0.477 11 1 Collector /Local Road 1400 40 2980 643 624 0.93 12 2 Freeway 4100 55 2981 991 1303 0.403 12 3 Freeway 6150 55 2982 998 972 0.31 12 3 Freeway 6150 55 2983 806 832 0.39 12 3 Freeway 6150 55 2984 819 1255 0.509 12 3 Freeway 6150 55 2985 735 729 0.151 12 1 Maj.or Arterial 1600 45 2986 710 696 0.095 12 3 Principal Arterial 5400 40 2987 698 701 0.092 12 3 Major Arterial 5100 40 2988 700 704 0.067 12 3 Minor Arterial 4500 40 2989 1158 1169 0.412 12 3 Freeway 6150 55 2990 1162 1152 0.277 12 3 Freeway 6150 55 2991 1107 1115 0.174 12 3 Freeway 6150 55 2992 176 1299 0.592 12 3 Freeway 6150 55 2993 1006 178 0.992 12 3 Freeway 6150 55 2994 1005 970 0.553 12 1 Ramp 1800 35 2995 1152 167 0.977 12 3 Freeway 6150 55 2996 166 1154 0.934 12 3 Freeway 6150 55 2997 1143 166 1.504 12 3 Freeway 6150 55 2998 1138 1127 0.421 12 3 Freeway 6150 55 2999 1305 198 0.5 12 4 Freeway 8200 55 3000 1096 1048 0.873 12 4 Freeway 8200 55 3001 1028 1035 0.04 11 2 Major Arterial 3200 35 3002 1048 171 0.501 12 2 Freeway 4100 55 3003 1031 1246 0.266 12 1 Ramp 2050 55 3004 1307 1038 0.332 12 2 Freeway 4100 55 3005 661 657 0.064 10 1 Collector / Local Road 1400 25 3006 163 664 0.121 12 4 Freeway 8200 55 3007 667 674 0.082 12 3 Freeway 6150 55 1 3008 1 668 667 0.114 12 2 Freeway 4100 55 3009 616 668 1.521 12 2 Freeway 4100 55 3010 658 617 1.503 12 2 Freeway 4100 55 3011 1047 1088 0.564 12 1 Minor Arterial 1400 40 3012 1088 1047 0.564 12 1 Minor Arterial 1400 40 3013 810 814 0.127 12 1 Major Arterial 1600 40 3014 814 810 0.127 12 1 Major Arterial 1600 40 3015 656 1242 1.224 10 1 Collector ILocal Road 1400 35 3016 1242 656 1.224 10 1 Collector/ Local Road 1400 35 3017 689 1314 1.066 1111 1 Major Arterial 1600 30 3018 1314 689 1.066 11 1 Major Arterial 1600 30 3019 1 753 777 0.599 10 1 Collector ILocal Road 1400 35 3020 1 777 753 0.599 10 1 Collector ILocal Road 1400 35 Page 53 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lik#

U-oe D-oe (mi) Width (ft) Lanes Rate______r 3021 738 824 1.646 11 1 Collector ILocal Road 1400 40 3022 824 738 1.646 11 1 Collector/ Local Road 1400 40 3023 748 1281 0.588 12 1 Minor Arterial 1400 40 3024 1281 748 0.588 12 1 Minor Arterial 1400 40 3025 532 538 0.279 11 1 Collector /Local Road 1400 40 3026 538 532 0.279 11 1 Collector/ Local Road 1400 40 3027 487 489 0.631 10 1 Collector/ Local Road 1400 25 3028 489 487 0.631 10 1 Collector ILocal Road 1400 25 3029 463 489 1.349 10 1 Collector ILocal Road 1400 25 3030 489 463 1.349 10 1 Collector ILocal Road 1400 25 3031 450 463 0.968 11 1 Collector ILocal Road 1400 40 3032 463 450 0.968 11 1 Collector /Local Road 1400 40 3033 384 399 1.059 11 1 Minor Arterial 1400 35 3034 399 384 1.059 11 1 Minor Arterial 1400 35 3035 354 1380 0.174 11 1 Collector / Local Road 1400 40 3036 1380 354 0.174 11 1 Collector / Local Road 1400 40 3037 334 354 1.124 11 1 Collector / Local Road 1400 40 3038 354 334 1.124 11 1 Collector / Local Road 1400 40 3039 299 302 0.452 10 1 Collector / Local Road 1400 25 3040 302 299 0.452 10 1 Collector/ Local Road 1400 25 3041 280 299 1.3 10 1 Collector ILocal Road 1400 25 3042 299 280 1.3 10 1 Collector ILocal Road 1400 25 3043 209 211 0.697 10 1 Collector ILocal Road 1400 25 3044 211 209 0.697 10 1 Collector ILocal Road 1400 25 3045 207 209 0.644 10 1 Collector ILocal Road 1400 25 3046 209 207 0.644 10 1 Collector /Local Road 1400 25 3047 392 413 1.171 11 1 Collector/ Local Road 1400 40 3048 413 392 1.171 11 1 Collector/ Local Road 1400 40 3049 413 429 1.674 10 1 Collector/Local Road 1400 25 3050 429 413 1.674 10 1 Collector ILocal Road 1400 25 3051 417 448 1.02 10 1 Collector ILocal Road 1400 35 3052 448 417 1.02 10 1 Collector ILocal Road 1400 35 3053 494 498 0.401 12 2 Principal Arterial 3600 55 3054 498 494 0.401 12 2 Principal Arterial 3600 55 3055 484 494 1.004 12 2 Principal Arterial 3600 55 3056 494 484 1.004 12 2 Principal Arterial 3600 55 3057 1249 183 0.463 12 3 Freeway 6150 55 3058 924 963 0.597 12 3 Freeway 6150 55 3059 184 915 0.155 12 3 Freeway 6150 55 3060 911 924 0.102 12 3 Freeway 6150 55 3061 915 899 0.181 12 3 Freeway 6150 55 3062 888 895 0.087 12 3 Freeway 6150 55 3063 899 869 0.143 12 3 Freeway 6150 55 3064 1247 1248 0.105 12 3 Freeway 6150 55 3065 193 1247 0.723 12 3 Freeway 6150 55 3066 756 1268 0.728 12 3 Freeway 6150 65 3067 1261 1331 0.808 12 3 Freeway 6150 65 3068 596 1250 2.623 12 3 Freeway 6150 65 3069 601 584 0.557 12 3 Freeway 6150 65 3070 500 507 0.41 12 2 Freeway 4100 65 3071 508 503 0.417 12 2 Freeway 4100 65 3072 1278 1279 0.392 12 2 Freeway 4100 65 3073 422 427 0.323 12 2 Freeway 4100 65 3074 1279 388 1.897 12 2 Freeway 4100 65 3075 387 422 1.909 12 2 Freeway 4100 65 3076 1253 460 0.305 11 1 Collector / Local Road 1 1400 50 3077 472 1254 0.688 12 2 Principal Arterial 1 3600 50 Page 54 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 3078 458 472 0.5 12 2 Principal Arterial 3600 50 3079 388 383 0.204 12 2 Freeway 4100 65 3080 321 1377 1.434 12 2 Freeway 4100 65 3081 327 330 0.199 12 2 Freeway 4100 65 3082 319 321 0.194 12 2 Freeway 4100 65 3083 330 297 1.88 12 2 Freeway 4100 65 3084 285 295 0.468 12 2 Freeway 4100 65 3085 289 1364 1.365 12 2 Freeway 4100 65 3086 1197 1223 0.803 11 1 Collector/ Local Road 1400 40 3087 1223 1197 0.803 11 1 Collector ILocal Road 1400 40 3088 1190 1197 0.396 11 1 Collector ILocal Road 1400 40 3089 1197 1190 0.396 11 1 Collector ILocal Road 1400 40 3090 1155 1159 0.365 12 1 Major Arterial 1600 45 3091 1159 1155 0.365 12 1 Major Arterial 1600 45 3092 1083 1159 0.892 11 1 Collector/ Local Road 1400 40 3093 1159 1083 0.892 11 1 Collector/ Local Road 1400 40 3094 167 1138 1.361 12 3 Freeway 6150 55 3095 1174 1252 0.489 12 2 Minor Arterial 3000 40 3096 1186 1252 0.29 11 2 Collector/ Local Road 2800 40 3097 1252 1186 0.29 11 2 Collector/ Local Road 2800 40 3098 960 979 0.242 11 1 Major Arterial 1600 30 3099 979 960 0.242 11 1 Major Arterial 1600 30 3100 795 961 1.993 101 Collector / Local Road 1400 35 3101 961 795 1.993 10 -1 Collector / Local Road 1400 35 3102 516 1315 0.503 10 1 Collector / Local Road ___1400 25 3103 1315 516 0.503 10 1 Collector / Local Road ___1400 25 3104 170 468 5.08 11 1 Collector / Local Road ___1400 40 3105 468 170 5.08 11 1 Collector / Local Road 1400 40 3106 447 480 1.471 11 1 Collector / Local Road 1400 4 3107 480 447 1.471 11 1 Collector / Local Road 1400 40 3108 468 470 0,405 1 11 1 Collector / Local Road 1400 40 3109 470 468 0.405 11 1 Collector / Local Road ___1400 40 3110 342 1689 0.888 10 1 Collector / Local Road ___1400 25d 3111 1689 342 0.888 10 1 Collector / Local Road ___1400 25 3112 311 1689 1.962 10 1 Collector / Local Road 1400 25 3113 1689 311 1.962 10 1 Collectorl Local Road 1400 25 3114 272 306 3.827 11 1 Collector/Local Road 1400 40 3115 306 272 3.827 11 1 Collector/Local Road 1400 40 3116 202 226 3.41 12 2 Major Arterial 3400 60 3117 1 226 202 3.41 12 2 Major Arterial 3400 60 3118 227 1231 0.944 12 2 Principal Arterial 3600 60 3119 351 372 1.351 10 1 Collector / Local Road 1400 30 3120 372 351 1.351 10 1 Collector / Local Road 1400 30 3121 343 351 1.04 12 1 Minor Arterial 1400 45 3122 351 343 1.04 12 1 Minor Arterial 1400 45 3123 399 462 2.681 11 1 Collector I Local Road 1400 40 3124 462 399 2.681 11 1 Collector I Local Road 1400 40 3125 401 419 1.026 10 1 Collector / Local Road 1400 25 3126 419 401 1.026 10 1 Collector / Local Road 1400 25 3127 279 300 1.549 11 1 Collector / Local Road 1400 40 3128 300 279 1.549 11 1 Collector / Local Road 1400 40 3129 385 403 0.549 11 1 Collector / Local Road 1400 45 3130 403 385 0.549 11 1 Collector / Local Road 1400 45 3131 393 403 1.003 12 1 Major Arterial 1600 40 3132 403 393 1.003 12 1 Major Arterial 1600 4 3133 563 578 0.78 12 2 Minor Arterial 3000 4 3134 578 563 10.78 12 2 Minor Arterial 3000 4 Page 55 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

3135 507 579 2.208 12 2 Freeway 4100 65 3136 584 508 2.167 12 2 Freeway 4100 65 3137 505 543 1.72 11 1 Collector / Local Road 1400 40 3138 543 505 1.72 11 1 Collector / Local Road 1400 40 3139 586 607 1.701 11 1 Collector /Local Road 1400 40 3140 607 586 1.701 11 1 Collector /Local Road 1400 40 3141 678 686 0.15 11 1 Collector / Local Road 1400 40 3142 686 678 0.15 11 1 Collector / Local Road 1400 40

-3143 1331 1244 0.201 12 3 Freeway 6150 65 3144 1244 1310 0.413 12 3 Freeway 6150 65 3145 1273 1311 0.264 12 1 Ramp 2050 35 3146 1250 1311 0.45 12 3 Freeway 6150 65 3147 1310 1251 0.337 12 3 Freeway 6150 65 3148 1310 1272 0.291 12 1 Ram p 2050 35 3149 1160 1178 0.792 12 1 Major Arterial 1600 40

-3150 1178 1160 0.792 12 1 Major Arterial 1600 40 3151 1108 1178 1.123 12 1 Minor Arterial ___1400 40 3152 1178 1108 1.123 12 1 Minor Arterial ___1400 40 3153 840 892 0.844 12 1 Minor Arterial ___1400 40 3154 892 840 0.844 12 1 Minor Arterial 1400 40 3155 759 1676 1.661 11 1 Collector /Local Road 1400 40 3156 1676 759 1.661 11 1 Collector / Local Road 1400 40 3157 759 786 1.949 11 1 Maj.or Arterial 1600 35 3158 786 759 1.949 11 1 Malj.or Arterial 1600 35 3159 1341 1234 3.717 12 4 Freeway 8200 65 3160 680 772 3.459 12 4 Freeway 8200 65 3161 585 619 1.403 12 2 Principal Arterial 3600 45 3162 619 585 1.403 12 2 Principal Arterial 3600 45 3163 623 629 0.619 12 2 Freeway 4100 50 3164 492 506 0.739 11 2 Major Arterial 3200 30

-3165 506 492 0.739 11 2 Major Arterial 3200 30 3166 443 450 0.357 11 1 Collector /Local Road 1400 40 3167 450 443 0.357 11 1 Collector / Local Road 1400 40 3168 444 466 0.793 11 1 Collector / Local Road 1400 40 3169 466 444 0.793 11 1 Collector / Local Road 1400 40

-3170 433 500 2.86 12 2 Freeway 4100 65 3171 503 1278 2.886 12 2 Freeway 4100 65 3172 1124 1180 1.032 12 1 Major Arterial 1600 40 3173 1180 1124 1.032 12 1 Maj.or Arterial 1600 40 3174 1325 1345 1.026 12 2 Minor Arterial 3000 40 3175 1345 1325 1.026 12 2 Minor Arterial 3000 40 3176 1326 1345 0.038 12 2 Minor Arterial 3000 40 3177 1345 1326 0.038 12 2 Minor Arterial 3000 40 3178 786 862 0.902 11 1 Major Arterial 1600 35 3179 862 786 0.902 11 1 Major Arterial 1600 35 3180 624 200 1.172 12 2 Freeway 4100 55 3181 618 649 1.084 12 2 Freeway 4100 55 3182 625 597 0.665 12 1 Ramp 1800 35 3183 1072 1079 0.387 12 2 Minor Arterial 3000 40 3184 1079 1072 0.387 12 2 Minor Arterial 3000 40 3185 1327 1293 0.175 12 2 Major Arterial 3200 45 3186 923 929 0.069 10 2 Collector / Local Road 2800 35 3187 929 923 0.069 10 2 Collector / Local Road 2800 35 3188 889 923 0.445 10 2 Collector / Local Road 2800 35 3189 923 1 889 10.445 1 10 2 Collector / Local Road 2800 35 3190 11311 756 0.592 12 3 Freeway 6150 65 3191 720 756 0.484 12 1 Ramp 1800 35 Page 56 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ~e Rate (vehlhr) FS(mh 3192 1332 536 0.887 12 2 Freeway 4100 55 3193 498 1333 1.452 12 2 Freeway 4100 55 3194 876 1337 0.59 12 2 Principal Arterial 3600 45 3195 1337 876 0.59 12 2 Principal Arterial 3600 45 3196 639 1338 0.915 12 2 Freeway 4100 50 3197 952 987 0.755 12 2 Principal Arterial 3600 45 3198 987 952 0.755 12 2 Principal Arterial 3600 45 3199 418 467 1.465 12 1 Minor Arterial 1400 45 3200 467 418 1.465 12 1 Minor Arterial 1400 45 3201 1238 1339 0.621 12 2 Freeway 4100 50 3202 350 351 0.992 12 1 Minor Arterial 1400 45 3203 351 350 0.992 12 1 Minor Arterial 1400 45 3204 632 634 0.154 12 1 Principal Arterial 1800 40 3205 634 632 0.154 12 1 Principal Arterial 1800 40 3206 1290 1337 0.559 12 1 Principal Arterial 1800 45 3207 1337 1290 0.559 1 12 1 Principal Arterial 1800 45 3208 891 916 0.342 12 1 Minor Arterial 1400 40 3209 916 891 0.342 12 1 Minor Arterial 1400 40 3210 974 1011 0.354 11 1 Collector/ Local Road 1400 40 3211 1011 974 0.354 11 1 Collector/ Local Road 1400 40 3212 845 877 0.297 11 2 Collector/ Local Road 2800 40 3213 877 845 0.297 11 2 Collector /Local Road 2800 40 3214 1345 1346 0.048 12 1 Minor Arterial 1400 40 3215 772 1243 0.661 12 4 Freeway 8200 65 3216 942 980 0.885 12 2 Major Arterial 3200 40 3217 980 942 0.885 12 2 Major Arterial 3200 40 3218 1326 790 0.133 12 2 Major Arterial 3200 40 3219 788 823 0.549 11 2 Major Arterial 3200 30 3220 823 788 0.549 11 2 Major Arterial 3200 30 3221 922 954 0.378 11 1 Major Arterial 1600 35 3222 954 922 0.378 11 1 Major Arterial 1600 35 3223 1352 1084 0.454 12 1 Ramp 1800 35 3224 1353 1084 0.324 12 1 Ramp 1800 35 3225 1087 1065 0.287 12 4 Freeway 8200 55 3226 1351 1119 0.682 1 12 4 Freeway 8200 55 3227 1021 1039 0.133 10 1 Collector / Local Road 1400 30 3228 561 571 0.471 12 3 Principal Arterial 5400 45 3229 571 561 0.471 12 3 Principal Arterial 5400 45 3230 642 1366 1.176 12 2 Principal Arterial 3600 50 3231 1366 642 1.176 12 2 Principal Arterial 3600 50 3232 1361 1362 0.457 12 2 Freeway 4100 60 3233 186 256 0.248 12 3 Freeway 6150 60 3234 259 1361 0.244 12 3 Freeway 6150 60 3235 256 254 0.181 12 2 Freeway 4100 60 3236 201 259 0.133 12 2 Freeway 4100 60 3237 1150 1291 0.952 11 3 Maj.or Arterial 4800 35 3238 1291 1150 0.952 11 3 Major Arterial 4800 35 3239 813 1365 1.125 12 1 Minor Arterial 1400 45 3240 1365 813 1.125 12 1 Minor Arterial 1400 45 3241 831 1672 0.111 11 1 Collector /Local Road 1400 40 3242 1672 831 0.111 11 1 Collector /Local Road 1400 40 3243 1368 1372 0.059 1 12 1 Minor Arterial 1400 40 3244 1374 962 0.278 12 2 Minor Arterial 3000 40 3245 1336 1040 0.502 11 2 Major Arterial 3200 35 3246 1040 1002 0.506 11 2 Major Arterial 3200 35 3247 1382 382 1.808 12 2 Freeway 4100 65 3248 1378 1385 0.14 12 2 Freeway 4100 65 Page 57 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) FF(mh 3249 1377 1382 0.316 12 2 Freeway 4100 65 3250 1385 327 1.561 12 2 Freeway 4100 65 3251 196 1052 2.954 12 2 Freeway 4100 55 3252 171 196 0.488 12 2 -Freeway 4100 55 3253 1026 1387 0.23 12 2 Ramp 4100 40 3254 1246 1249 0.379 12 1 Ramp 2050 55 3255 1389 1390 0.945 12 2 Principal Arterial 3600 60 3256 1390 1391 0.631 12 2 Principal Arterial 3600 60 3257 1392 1393 0.941 12 2 Principal Arterial 3600 45 3258 1393 1394 0.448 12 2 Principal Arterial 3600 45 3259 1396 1395 0.306 12 2 Principal Arterial 3600 45 3260 1236 785 0.128 12 2 Major Arterial 3200 40 3261 832 936 0.581 12 3 Freeway 6150 55 3262 839 819 0.352 12 3 Freeway 6150 55 3263 1170 1162 0.344 12 3 Freeway 6150 55 3264 1398 1576 0.806 11 1 Minor Arterial 1400 35 3265 1576 1398 0.806 11 1 Minor Arterial 1400 35 3266 1399 1400 1.007 12 1 Major Arterial 1600 55 3267 1400 1399 1.007 12 1 Major Arterial 1600 55 3268 137 1402 0.803 11 1 Major Arterial 1600 35 3269 1402 137 0.803 11 1 Major Arterial 1600 35 3270 137 1604 0.791 11 1 Major Arterial 1600 35 3271 1604 137 0.791 11 1 Major Arterial 1600 35 3272 137 1404 0.539 12 2 Principal Arterial 3600 35 3273 1404 137 0.539 12 2 Principal Arterial 3600 35 3274 1404 1405 0.446 12 2 Principal Arterial 3600 45 3275 1405 1404 0.446 12 2 Principal Arterial 3600 45 3276 137 1487 0.176 12 2 Principal Arterial 3600 35 3277 1487 137 0.176 12 2 Principal Arterial 3600 35 3278 1406 1599 0.442 1 12 1 Principal Arterial 1800 45 3279 1599 1406 0.442 12 1 Principal Arterial 1800 45 3280 1407 1408 3.745 12 1 Minor Arterial 1400 55 3281 1408 1407 3.745 12 1 Minor Arterial 1400 55 3282 4 1485 1.026 12 1 Minor Arterial 1400 40 3283 1485 4 1.026 12 1 Minor Arterial 1400 40 3284 7 1414 0.318 12 1 Principal Arterial 1800 30 3285 1414 7 0.318 12 1 Principal Arterial 1800 30 3286 136 1414 0.189 12 1 Principal Arterial 1800 30 3287 1414 136 0.189 12 1 Principal Arterial 1800 30 3288 116 136 0.228 12 1 Principal Arterial 1800 30 3289 1 136 116 0.228 12 1 Principal Arterial 1800 30 3290 4 1417 0.465 12 1 Principal Arterial 1800 40 3291 1417 4 0.465 12 1 Principal Arterial 1800 40 3292 136 1419 0.685 11 1 Major Arterial 1600 30 3293 1419 136 0.685 11 1 Major Arterial 1600 30 3294 121 1418 0.113 10 2 Collector ILocal Road 2800 35 3295 1418 121 0.113 10 2 Collector ILocal Road 2800 35 3296 118 120 0.787 12 2 Principal Arterial 3600 45 3297 124 119 0.797 12 2 Principal Arterial 3600 45 3298 1418 1718 0.477 11 1 Major Arterial 1600 30 3299 1718 1418 0.477 11 1 Major Arterial 1600 30 3300 1561 1609 0.353 12 1 Major Arterial 1600 45 3301 1609 1561 0.353 1 12 1 Major Arterial 1600 45 3302 1432 1433 0.854 12 1 1 Minor Arterial 1400 45 3303 1433 1432 0.854 12 1 Minor Arterial 1400 45 3304 1434 91 1.099 12 2 Principal Arterial 3600 55 3305 96 1435 1.094 12 2 Principal Arterial 3600 55 Page 58 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table U-Node Lik# Link D-Node Length

~~(mi) Lane(ft) Number Width Lanes of Roda Roda ye ye Saturation Flow FS(mh Rate (vehlhr) F(mh 3306 106 1434 0.763 12 2 Principal Arterial 3600 55 3307 1436 1437 0.243 11 1 Major Arterial 1600 35 3308 1437 1436 0.243 11 1 Major Arterial 1600 35 3309 1438 1439 0.223 12 1 Major Arterial 1600 45 3310 1439 1438 0.223 12 1 Major Arterial 1600 45 3311 1439 1441 0.703 12 1 Major Arterial 1600 45 3312 1441 1439 0.703 12 1 Major Arterial 1600 45 3313 114 1436 0.207 12 1 Major Arterial 1700 50 3314 1436 114 0.207 12 1 Major Arterial 1700 50 3315 1620 99 0.883 12 2 Principal Arterial 3600 55 3316 101 1621 0.888 12 2 Principal Arterial 3600 55 3317 1442 1443 0.126 11 1 Major Arterial 1600 30 3318 1443 1442 0.126 11 1 Major Arterial 1600 30 3319 1446 75 0.128 12 2 Major Arterial 3200 55 3320 44 1618 0.695 12 2 Principal Arterial 3600 45 1 3321 1619 45 0.688 12 2 Principal Arterial 3600 45 3322 59 62 0.417 11 1 Major Arterial 1600 35 3323 62 59 0,417 11 1 Major Arterial 1600 35 3324 1451 1449 0.099 11 3 Major Arterial 4800 35 3325 1450 1448 0.432 11 2 Major Arterial 3200 35 3326 1448 1451 0.331 11 2 Major Arterial 3200 35 3327 1449 62 0.136 11 3 Major Arterial 4800 35 3328 61 1450 0.137 11 2 Major Arterial 3200 35 3329 45 39 0.565 12 2 Principal Arterial 3600 45 3330 42 1623 0.531 12 2 Principal Arterial 3600 45 3331 149 41 0.251 12 2 Principal Arterial 3600 45 3332 36 150 0.254 12 2 Principal Arterial 3600 45 3333 1456 25 0.215 12 2 Major Arterial 3200 45 3334 58 1449 0.425 1 12 1 Major Arterial 1600 45 3335 1449 58 0.425 12 1 Major Arterial 1600 45 3336 1460 1459 0.377 12 2 Major Arterial 3200 45 3337 1459 1461 0.379 12 2 Major Arterial 3200 45 3338 1464 1465 0.396 11 1 Major Arterial 1600 35 3339 1465 1464 0.396 11 1 Major Arterial 1600 35 3340 457 1468 3.856 12 1 Major Arterial 1600 45 3341 1468 457 3.856 1 12 1 Major Arterial 1600 45 3342 1469 1470 0.368 12 1 Principal Arterial 1800 45 3343 1470 1469 0.368 12 1 Principal Arterial 1800 45 3344 1472 1473 0.499 12 1 Principal Arterial 1800 45 3345 1473 1472 0.499 12 1 Principal Arterial 1800 45 3346 1647 1659 0.963 12 2 Major Arterial 3400 65 3347 1659 1647 0.963 1 12 2 Major Arterial 3400 65 3348 1480 1640 0.765 12 1 Major Arterial 1700 50 3349 1640 1480 0.765 12 1 Major Arterial 1700 50 3350 1486 1487 0.252 12 2 Principal Arterial 3600 35 3351 1487 1486 0.252 12 2 Principal Arterial 3600 35 3352 1412 1667 0.057 12 2 Principal Arterial 3600 45 3353 1667 1412 0.057 1 12 2 Principal Arterial 3600 45 3354 119 1415 1.542 12 1 Principal Arterial 1800 45 3355 1415 119 1.542 12 1 Principal Arterial 1800 45 3356 1637 126 0.375 12 2 Prin cipal Arterial 3600 45 3357 217 1492 1.73 10 1 Collector/ Local Road 1400 25 3358 1492 217 1.73 10 1 Collector/ Local Road 1400 25 3359 1493 1660 0.892 1 10 1 Collector /Local Road 1400 25 3360 1660 1493 0.892 10 1 1 Collector ILocal Road 1400 25 3361 1492 1598 3.477 10 1 Collector/ Local Road 1400 25 3362 1598 1492 3.477 10 1 Collectorl Local Road 1400 25 Page 59 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (11t) Lanes Roda ye Rate (vehlhr) FF(mh 3363 1494 1496 0.682 10 1 Collector/ Local Road 1400 25 3364 1496 1494 0.682 10 1 Collector /Local Road 1400 25 3365 1495 1596 1.508 11 1 Collector/ Local Road 1400 45 3366 1596 1495 1.508 11 1 Collector/ Local Road 1400 45 3367 1496 1595 1.234 10 1 Collector/ Local Road 1400 25 3368 1595 1496 1.234 10 1 Collector/ Local Road 1400 25 3369 1503 1590 0.524 10 1 Collector/ Local Road 1400 25 3370 1590 1503 0.524 10 1 Collector/ Local Road 1400 25 3371 1469 1508 0.668 11 1 Collector/ Local Road 1400 40 3372 11508 1469 0.668 11 1 Collector /Local Road 1400 40 3373 18 1508 0.116 11 1 Collector/Local Road 1400 40 3374 1508 18 0.116 11 1 Collector/ Local Road 1400 40 3375 21 1509 0.134 11 1 Collector/ Local Road 1400 40 3376 1509 21 0.134 11 1 Collector/ Local Road 1400 40 3377 1511 1514 0.743 10 1 Collector/Local Road 1400 25 3378 1514 1511 0.743 10 1 Collector/Local Road 1400 25 3379 1507 1514 1.283 11 1 Collector/ Local Road 1400 45 3380 1514 1507 1.283 11 1 Collector /Local Road 1400 45 3381 1509 1513 0.573 11 1 Collector/ Local Road 1400 40 3382 1513 1509 0.573 11 1 Collector/ Local Road 1400 40 3383 1467 1516 1.546 10 1 Collector/ Local Road 1400 25 3384 1516 1467 1.546 10 1 Collector/ Local Road 1400 25 3385 1518 1743 0.459 10 1 Collector/ Local Road 1400 25 3386 1743 1518 0.459 10 1 Collector/Local Road 1400 25 3387 1447 1519 0.414 10 1 Collector /Local Road 1400 25 3388 1519 1447 0.414 10 1 Collector/ Local Road 1400 25 3389 149 1523 0.465 11 1 Collector/I Local Road 1400 40 3390 1523 149 0.465 11 1 Collector /Local Road 1400 40 3391 139 1518 0.604 10 1 Collector/Local Road 1400 25 3392 1518 139 0.604 10 1 Collector/ Local Road ___1400 25 3393 1521 1524 0.428 10 1 Collector /Local Road ___1400 25 3394 1524 1521 0.428 10 1 Collector/ Local Road ___1400 25 3395 1526 1527 0.093 11 1 Collector /Local Road 1400 40 3396 1527 1526 0.093 11 1 Collector /Local Road 1400 40 3397 1468 1535 1.015 10 -1 Collector/Local Road 1400 25 3398 1535 1468 1.015 10 1 Collector/Local Road 1400 25 3399 1524 1527 0.274 10 1 Collector/ Local Road 1400 25 3400 1527 1524 0.274 10 1 Collector/Local Road 1400 25 3401 1526 1529 0.25 11 1 Collector /Local Road 1400 40 3402 1529 1526 0.25 11 1 Collector /Local Road 1400 40 3403 1452 1530 0.467 11 1 Collector/ Local Road 1400 40 3404 1530 1452 0.467 11 1 Collector / Local Road 1400 40 3405 1452 1531 0.236 11 1 Collector /Local Road 1400 40 3406 1531 1452 0.236 11 1 Collector / Local Road 1400 40 3407 1528 1532 1.216 10 1 Collector / Local Road 1400 25 3408 1532 1528 1.216 10 1 Collector /Local Road 1400 25 3409 1465 1625 0.735 12 1 Major Arterial 1600 40 3410 1625 1465 0.735 12 1 Major Arterial 1600 40 3411 1537 1586 0.168 10 1 Collector /Local Road 1400 25 3412 1586 1537 0.168 10 1 Collector / Local Road 1400 25 3413 1457 1539 0.18 11 1 Major Arterial 1600 30 3414 1539 1457 0.18 11 1 Major Arterial 1600 30 3415 1535 1675 0.616 10 1 Collector /Local Road 1400 25 3416 1675 1535 0.616 10 1 Collector / Local Road 1400 25 3417 1442 11537 0.368 10 1 Collector / Local Road 1400 25 3418 11537 1442 0.368 10 1 Collector / Local Road 1400 25 3419 11442 1630 10.154 11 1_ Major Arterial 1600 30 Page 60 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fleowr FFS (mph)

_____(mi) Width (ft) Lanes Rate______r 3420 1630 1442 0.154 11 1 Major Arterial 1600 30 3421 1440 1629 0.185 12 1 Major Arterial 1600 45 3422 1629 1440 0.185 12 1 Major Arterial 1600 45 3423 1631 1634 0.137 10 1 Collector / Local Road 1400 30 3424 1634 1631 0.137 10 1 Collector / Local Road 1400 30 3425 1440 1442 0.138 10 1 Collector / Local Road 1400 25 3426 1442 1440 0.138 10 1 Collector / Local Road 1400 25 3427 1536 1541 1.372 10 1 Collector / Local Road 1400 25 3428 1541 1536 1.372 10 1 Collector / Local Road 1400 25 3429 1439 1543 0.23 12 1 Major Arterial 1600 45 3430 1543 1439 0.23 12 1 Major Arterial 1600 45 3431 1438 1606 0.055 12 1 Major Arterial 1600 45 3432 1606 1438 0.055 12 1 Major Arterial 1600 45 3433 1430 1583 0.691 10 1 Collector / Local Road 1400 25 3434 1583 1430 0.691 10 1 Collector / Local Road 1400 25 3435 1545 1558 1.546 10 1 Collector /Local Road 1400 25 3436 1558 1545 1.546 1 10 1 Collector / Local Road 1400 25 3437 1546 1582 0.871 10 1 Collector / Local Road 1400 25 3438 1582 1546 0.871 10 1 Collector / Local Road 1400 25 3439 1562 1720 1.242 12 1 Major Arterial 1600 55 3440 1720 1562 1.242 12 1 Major Arterial 1600 55 3441 1547 1548 0.27 11 1 Collectorl/ Local Road 1400 40 3442 1548 1547 0.27 11 1 Collector / Local Road 1400 40 3443 1548 1550 0.106 11 1 Collector I Local Road 1400 40 3444 1550 1548 0.106 11 1 Collector / Local Road 1400 40 3445 1550 1724 0.074 11 1 Collector /Local Road 1400 40 3446 1724 1550 0.074 11 1 Collector / Local Road 1400 40 3447 1548 1552 0.6 11 1 Collector / Local Road 1400 40 3448 1552 1548 0.6 11 1 Collector / Local Road 1400 40 3449 1549 1553 0.464 11 1 Collector / Local Road 1400 40 3450 1553 1549 0.464 1 11 1 Collector / Local Road 1400 40 3451 1557 1559 0.181 10 1 Collector /Local Road 1400 25 3452 1559 1557 0.181 10 1 Collector /Local Road 1400 25 3453 1556 1559 0.172 10 1 Collector /Local Road 1400 25 3454 1559 1556 0.172 10 1 Collector / Local Road 1400 25 3455 1558 1561 0.416 10 1 Collector / Local Road 1400 25 3456 1561 1558 0.416 1 10 1 Collector / Local Road 1400 25 3457 1559 1560 0.321 10 1 Collector /Local Road 1400 25 3458 1560 1559 0.321 10 1 Collector / Local Road 1400 25 3459 1563 1581 1.254 11 1 Collector / Local Road 1400 40 3460 1581 1563 1.254 11 1 Collector / Local Road 1400 40 3461 1566 1724 0.814 11 1 Collector / Local Road 1400 45 3462 1724 1566 0.814 11 1 Collector /Local Road 1400 45 3463 1569 1580 2.068 10 1 Collector /Local Road 1400 25 3464 1580 1569 2.068 10 1 Collector / Local Road 1400 25 3465 1570 1580 1.624 10 1 Collector / Local Road 1400 25 3466 1580 1570 1.624 10 1 Collector / Local Road 1400 25 3467 794 1570 3.291 10 1 Collector / Local Road 1400 25 3468 1570 794 3.291 10 1 Collector / Local Road 1400 25 3469 125 127 0.427 12 2 Princip2al Arterial 3600 45 3470 1435 1551 0.952 10 1 Collector / Local Road 1400 25 3471 1551 1435 0.952 10 1 Collector / Local Road 1400 25 3472 1399 1598 1.163 10 1 Collector / Local Road 1400 25 3473 1598 1399 1.163 10 1 Collector / Local Road 1400 25 3474 231 1657 4.262 12 2 Major Arterial 3400 65 3475 1657 231 4.262 12 2 Major Arterial 3400 65 3476 1562 1581 1.469 11 1 Collector /Local Road 1400 40 Page 61 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lik#

U-oe D-oe (mi) Width (ft) Lanes Rate______r 3477 1581 1562 1.469 11 1 Collector / Local Road 1400 40 3478 1569 1581 1.083 10 1 Collector / Local Road 1400 25 3479 1581 1569 1.083 10 1 Collector /Local Road 1400 25 3480 1546 1567 1.769 10 1 Collector / Local Road 1400 25 3481 1567 1546 1.769 10 1 Collector / Local Road 1400 25 3482 1541 1545 0.526 10 1 Collector / Local Road 1400 25 3483 1545 1541 0.526 10 1 Collector / Local Road 1400 25 3484 1541 1675 0.778 10 1 Collector / Local Road 1400 25 3485 1675 1541 0.778 10 1 Collector /Local Road 1400 25 3486 1431 1539 0.132 11 1 Major Arterial 1600 30 3487 1539 1431 0.132 11 1 Major Arterial 1600 30 3488 1516 1525 1.343 10 1 Collector / Local Road 1400 25 3489 1525 1516 1.343 10 1 Collector /Local Road 1400 25 3490 1505 1680 2.894 10 1 Collector / Local Road 1400 25 3491 1680 1505 2.894 10 1 Collector / Local Road 1400 25 3492 1503 1573 0.913 10 1 Collector / Local Road 1400 25 3493 1573 1503 0.913 1 10 1 Collector / Local Road 1400 25 3494 1427 1680 1.018 10 1 Collector / Local Road 1400 25 3495 1680 1427 1.018 10 1 Collector!/ LocalRoad 1400 25 3496 11503 1592 3.202 10 1 Collector / Local Road 1400 25 3497 1592 1503 3.202 10 1 Collector / Local Road 1400 25 3498 1499 1592 2.053 10 1 Collector / Local Road 1400 25 3499 1592 1499 2.053 10 1 Collector / Local Road 1400 25 3500 1498 1593 1.953 10 1 Collector / Local Road 1400 25 3501 1593 1498 1.953 10 1 Collector!/ Local Road 1400 25 3502 1666 1714 0.37 12 1 Principal Arterial 1800 45 3503 1714 1666 0.37 12 1 Principal Arterial 1800 45 3504 1412 1416 1.265 11 1 Collector /Local Road 1400 40 3505 1416 1412 1.265 11 1 Collector /Local Road 1400 40 3506 1419 1420 0.915 10 1 Collector /Local Road 1400 30 3507 1420 1419 0.915 10 1 Collector /Local Road 1400 30 3508 103 108 0.231 12 2 Major Arterial 3200 45 3509 108 103 0.231 12 2 Major Arterial 3200 45 3510 1437 1606 0.564 12 1 Major Arterial 1600 45 3511 1606 1437 0.564 12 1 Major Arterial 1600 45 3512 1568 1607 0.81 11 1 Major Arterial 1700 35 3513 1607 1568 0.81 11 1 Major Arterial 1700 35 3514 656 1608 0.231 12 1 Major Arterial 1600 55 3515 1608 656 0.231 12 1 Major Arterial 1600 55 3516 1561 1564 0.664 12 1 Major Arterial 1600 45 3517 1564 1561 0.664 12 1 Major Arterial 1600 45 3518 1459 1462 0.115 1 12 2 Major Arterial 3200 45 3519 1462 1459 0.115 12 2 Major Arterial 3200 45 3520 1462 1611 0.667 12 2 Major Arterial 3200 45 3521 1611 1462 0.667 12 2 Major Arterial 3200 45 3522 11 15 0.777 12 2 Freeway 4100 70 3523 15 1613 2.57 12 2 Freeway 4100 70 3524 1614 12 2.597 12 2 Freeway 4100 70 3525 10 14 0.219 12 1 Major Arterial 1600 45 3526 14 10 0.219 12 1 Major Arterial 1600 45 3527 1435 110 0.771 12 2 Principal Arterial 3600 55 3528 146 1723 0.484 12 2 Principal Arterial 3600 45 3529 98 115 0.385 12 2 Principal Arterial 3600 55 3530 114 100 0.388 12 2 Principal Arterial 3600 55 3531 1572 107 0.482 12 2 Principal Arterial 3600 45 3532 1 109 1571 0.482 12 2 Principal Arterial 3600 45 3533 1 49 73 0.979 12 2 Principal Arterial 3600 55 Page 62 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (vehlhr) FF(mh 3534 70 46 0.975 12 2 Principal Arterial 3600 55 3535 1523 1526 0.234 11 1 Collector / Local Road 1400 40 3536 1526 1523 0.234 11 1 Collector / Local Road 1400 40 3537 1463 1527 0.86 11 1 Collector / Local Road 1400 40 3538 1527 1463 0.86 11 1 Collector / Local Road 1400 40 3539 144 1521 0.695 11 1 Collector / Local Road 1400 40 3540 1521 144 0.695 11 1 Collector / Local Road 1400 40 3541 1521 1523 0.334 11 1 Collector / Local Road 1400 40 3542 1523 1521 0.334 11 1 Collector / Local Road 1400 40 3543 1468 1525 0.373 12 1 Major Arterial 1600 45 3544 1525 1468 0.373 1 12 1 Major Arterial 1600 45 3545 1467 1522 0.828 12 1 Major Arterial 1600 45 3546 1522 1467 0.828 12 1 Major Arterial 1600 45 3547 1467 1624 0.689 12 1 Major Arterial 1600 45 3548 1624 1467 0.689 12 1 Major Arterial 1600 45 3549 138 1625 0.741 12 1- Major Arterial 1600 45 3550 1625 138 0.741 1 12 1 Major Arterial 1600 45 3551 1522 1525 0.452 12 1 Major Arterial 1600 45 3552 1525 1522 0,452 12 1 Major Arterial 1600 45 3553 139 1466 1.053 12 1 Major Arterial 1600 45 3554 1466 139 1.053 12 1 Major Arterial 1600 45 3555 153 1445 0.128 12 2 Major Arterial 3200 55 3556 1449 1450 0.053 1 12 1 Major Arterial 1600 45 3557 1450 1449 0.053 12 1 Major Arterial 1600 45 3558 1443 1444 0.488 12 1 Major Arterial 1600 40 3559 1444 1443 0.488 12 1 Major Arterial 1600 40 3560 1447 1517 0.622 12 1 Major Arterial 1600 45 3561 1517 1447 0.622 12 1 Major Arterial 1600 45 3562 253 271 1.126 12 1 Principal Arterial 1800 40 3563 271 253 1.126 12 1 Principal Arterial 1800 40 3564 271 1230 0.076 12 1 Principal Arterial 1800 40 3565 1230 271 0.076 12 1 Principal Arterial 1800 40 3566 142 1425 1.555 12 1 Principal Arterial 1800 45 3567 1425 142 1.555 12 1 Principal Arterial 1800 45 3568 141 1469 1.522 12 1 Principal Arterial 1800 45 3569 1469 141 1.522 12 1 Principal Arterial 1800 45 3570 1230 1601 0.468 12 1 Principal Arterial 1800 40 3571 1601 1230 0.468 12 1 Principal Arterial 1800 40 3572 138 1520 0.63 11 1 Collector / Local Road 1400 45 3573 1520 138 0.63 11 1 Collector / Local Road 1400 45 3574 1515 1722 0.865 10 1 Collector /Local Road 1400 35 3575 1722 1515 0.865 10 1 Collector / Local Road 1400 35 3576 145 1587 0.204 10 1 Collector / Local Road 1400 35 3577 1587 145 0.204 10 1 Collector / Local Road 1400 35 1 3578 11438 1544 0.834 11 1 Collector / Local Road 1400 40 3579 1544 1438 0.834 11 1 Collector / Local Road 1400 40 3580 1566 1568 1.787 11 1 Collector / Local Road 1400 40 3581 1568 1566 1.787 11 1 Collector / Local Road 1400 40 3582 1552 1571 0.749 11 1 Collector / Local Road 1400 40 3583 1571 1552 0.749 11 1 Collector / Local Road 1400 40 3584 1 51 1456 3.378 11 1 Collector / Local Road 1400 40 3585 1456 51 3.378 11 1 Collector / Local Road 1400 40 3586 1533 1534 0.509 11 1 Collector / Local Road 1400 40 3587 1534 1533 10.509 11 1 Collector / Local Road 1400 40 3588 1531 1533 0.308 11 1 Collector / Local Road 1400 40 3589 1533 1531 0.308 11 1 Collector /Local Road 1400 40 3590 11509 1510 0.292 11 1 Collector / Local Road 1400 40 Page 63 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) 3591 1510 1509 0.292 11 1 Collector / Local Road 1400 40 3592 150 1513 1.294 11 1 Collector / Local Road 1400 40 3593 1513 150 1.294 11 1 Collector /Local Road 1400 40 3594 1452 1453 0.222 11 1 Major Arterial 1600 35 3595 1453 1452 0.222 11 1 Major Arterial 1600 35 3596 1453 1622 0.26 11 1 Major Arterial 1600 35 3597 1622 1453 0.26 11 1 Major Arterial 1600 35 3598 1405 1635 0.904 12 2 Principal Arterial 3600 45 3599 1635 1405 0.904 12 2 Principal Arterial 3600 45 3600 1298 1595 1.675 12 1 Major Arterial 1600 55 3601 1595 1298 1.675 1 12 1 Major Arterial 1600 55 3602 237 253 1.749 12 1 Principal Arterial 1800 45 3603 253 237 1.749 12 1 Principal Arterial 1800 45 3604 217 1578 0.305 12 1 Principal Arterial 1800 30 3605 1578 217 0.305 12 1 Principal Arterial 1800 30 1 3606 1654 1656 0.085 12 2 Principal Arterial 3600 45 3607 1656 1654 0.085 12 2 Principal Arterial 3600 45 3608 1640 1663 0.269 12 1 Principal Arterial 1800 50 3609 1479 1640 0.265 12 1 Principal Arterial 1800 50 3610 1474 1662 3.986 12 1 Principal Arterial 1800 45 3611 1662 1474 3.986 12 1 Principal Arterial 1800 45 3612 1475 1712 0.405 12 1 Principal Arterial 1800 45 3613 1712 1475 0.405 12 1 Principal Arterial 1800 45 3614 1649 1661 0.062 12 1 Principal Arterial 1800 45 3615 1661 1649 0.062 1 12 1 Principal Arterial 1800 45 3616 417 498 2.635 11 1 Collector/ILocal Road 1400 40 3617 498 417 2.635 11 1 Collector / Local Road 1400 40 3618 886 913 0.169 10 2 Collector / Local Road 2800 15 3619 885 903 0.133 11 2 Major Arterial 3200 25 3620 876 952 0.648 12 2 Principal Arterial 3600 45 3621 952 876 0.648 12 2 Principal Arterial 3600 45 3622 1013 1000 0.053 12 2 Principal Arterial 3600 35 3623 1000 1028 0.178 11 2 Major Arterial 3200 35 3624 958 1003 1.32 11 1 Collector / Local Road 1400 40 3625 1003 958 1.32 11 1 Collector / Local Road 1400 40 3626 724 764 1.696 11 1 Collector /Local Road 1400 40 3627 764 724 1.696 11 1 Collector ILocal Road ___1400 40 3628 1146 1173 0.431 11 1 Collector/ Local Road ___1400 40 3629 1173 1146 0.431 11 1 Collector/Local Road ___1400 40 3630 556 566 0.685 11 1 Collector ILocal Road ___1400 40 3631 566 556 0.685 11 1 Collector /Local Road ___1400 40 3632 366 1674 0.605 10 1 Collector / Local Road ___1400 25 3633 1674 366 0.605 10 1 Collector / Local Road ___1400 25 3634 478 485 2.025 10 1 Collector / Local Road ___1400 25 3635 485 478 2.025 10 1 Collector /Local Road 1400 25 3636 482 505 1.341 11 1 Collector/ Local Road 1400 40 3637 505 482 1.341 11 1 Collector/ Local Road 1400 40 3638 142 1432 5.561 12 1- Major Arterial 1600 45 3639 1432 142 5.561 12 1 Major Arterial 1600 45 3640 862 882 1.691 12 1 Minor Arterial 1400 40 3641 882 862 1.691 12 1 Minor Arterial 1400 40 3642 533 539 0.132 11 1 Collector /Local Road 1400 40 3643 539 533 0.132 11 1 Collector/ Local Road 1400 40 3644 875 1149 3.114 11 1 1Collector/ Local Road 1400 40 3645 1149 875 3.114 11 1 Collector /Local Road 1400 40 3646 569 1678 10.442 10 1 Collector / Local Road 1400 25 3647 1678 569 10.442 10 1 Collector / Local Road 1400 25 Page 64 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

3648 784 809 0.943 11 1 Collector ILocal Road 1400 40 3649 809 784 0.943 11 1 Collector ILocal Road 1400 40 3650 687 755 2.523 12 1 Minor Arterial 1400 40 3651 755 687 2.523 12 1 Minor Arterial 1400 40 3652 962 1367 0.297 12 2 Minor Arterial 3000 40 3653 1073 1373 0.744 12 1 Minor Arterial 1400 40 3654 1373 1073 0.744 12 1 Minor Arterial 1400 40 3655 480 501 0.936 11 1 Collector ILocal Road 1400 40 3656 501 480 0.936 11 1 Collector ILocal Road 1400 40 3657 170 522 2.26 1 11 1 Collector ILocal Road 1400 40 3658 522 170 2.26 11 1 Collector /Local Road 1400 40 3659 119 6 0.686 12 2 Principal Arterial 3600 45 3660 1413 5 0.078 12 2 Principal Arterial 3600 45 3661 1413 8 0.139 12 1 Principal Arterial 1800 30 1 3662 8 5 0.066 12 1 Principal Arterial 1800 30 3663 10 1432 4.183 1 12 1 Major Arterial 1600 45 3664 1432 10 4.183 12 1 Major Arterial 1600 45 3665 1504 1508 1.909 10 1 Collector / Local Road 1400 25 3666 1508 1504 1.909 10 1 Collector / Local Road 1400 25 3667 1505 1589 1.316 10 1 Collect or / Local Road 1400 25 3668 1589 1505 1.316 10 1 Collector / Local Road 1400 25 3669 1516 1681 0.509 10 1 Collector / Local Road 1400 25 3670 1681 1516 0.509 10 1 Collector / Local Road 1400 25 3671 45 1447 0.885 12 1 Major Arterial 1600 45 3672 1447 45 0.885 12 1 Major Arterial 1600 45 3673 1549 1550 0.499 10 1 Collector /Local Road 1400 25 3674 1550 1549 0.499 10 1 Collector /Local Road 1400 25 3675 1428 1607 5.969 12 1 Major Arterial 1700 55 3676 1607 1428 5,969 12 1 Major Arterial 1700 55 3677 1241 1605 2.647 11 1 Major Arterial 1600 35 3678 1605 1241 2.647 11 1 Major Arterial 1600 35 3679 1498 1499 2.34 10 1 Collector/ Local Road 1400 25 3680 1499 1498 2.34 10 1 Collector /Local Road 1400 25 3681 1495 1591 4.132 10 1 Collector/ Local Road 1400 25 3682 1591 1495 4.132 10 1 Collector/Local Road 1400 25 3683 1495 1691 2.173 11 1 Collector/ Local Road 1400 45 3684 1691 1495 2.173 11 1 Collector/Local Road 1400 45 3685 1482 1491 1.291 12 2 Principal Arterial 3600 45 3686 1491 1482 1.291 12 2 Principal Arterial 3600 45 3687 1475 1685 0.782 12 1 Principal Arterial 1800 45 3688 1685 1475 0.782 1 12 1 Principal Arterial 1800 45 3689 1 1410 1.979 12 2 Principal Arterial 3600 55 3690 1410 1 1.979 12 2 Principal Arterial 3600 55 3691 -1 1485 2.468 12 1 Minor Arterial 1400 45 3692 1485 1 2.468 12 1 Minor Arterial 1400 45 3693 1416 1664 0.842 12 1 Principal Arterial 1800 45 3694 1664 1416 0.842 12 1 Principal Arterial 1800 45 3695 1409 1410 3.387 12 2 Principal Arterial 3600 55 3696 1410 1409 3.387 12 2 Principal Arterial 3600 55 3697 1638 1668 0.178 12 1 Principal Arterial 1800 45 3698 1668 1638 0.178 12 1 Principal Arterial 1800 45 3699 1200 1222 0.66 11 1 Collector/ Local Road 1400 40 3700 1222 1200 0.66 11 1 Collector /Local Road 1400 40 3701 1214 1218 0.495 11 2 Major Arterial 3200 35 3702 1218 1214 0.495 11 2 Major Arterial 3200 35 3703 857 886 0.34 10 2 Collector / Local Road 2800 15 3704 683 757 1.406 11 1 Collector / Local Road 1400 40 Page 65 of 70

Appendix ID Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes RawyTe Rate (veh/hr) FF(mh 3705 757 683 1.406 11 1 Collector / Local Road 1400 40 3706 564 1679 1.153 12 1 Principal Arterial 1800 35 3707 1679 564 1.153 12 1 Principal Arterial 1800 35 3708 621 1287 1.228 11 2 Collector / Local Road 2800 50 3709 1287 621 1.228 11 2 Collector / Local Road 2800 50 3710 603 622 1.465 11 1 Collector /Local Road 1400 45 3711 622 603 1.465 11 1 Collector /Local Road 1400 45 3712 566 571 0.401 11 1 Collector / Local Road 1400 40 3713 571 566 0.401 11 1 Collector / Local Road 1400 40 3714 483 1688 0.197 10 2 Collectorl/ Local Road 2800 15 3715 1688 483 0.197 10 2 Collector / Local Road 2800 15 3716 469 492 0.859 11 2 Major Arterial 3200 30 3717 492 469 0.859 11 2 Major Arterial 3200 30 3718 407 430 1.188 12 2 Major Arterial 3200 45 3719 430 407 1.188 12 2 Major Arterial 3200 45 3720 408 418 0.869 12 1 Minor Arterial 1400 45 3721 418 408 0.869 12 1 Minor Arterial 1400 45 3722 379 393 0.614 12 1 Major Arterial 1600 40 3723 393 379 0.614 12 1 Major Arterial 1600 40 3724 365 370 0.894 10 1 Collector / Local Road 1400 25 3725 370 365 0.894 10 1 Collector / Local Road 1400 25 3726 1689 1690 0.512 10 2 Collector / Local Road 2800 15 3727 1690 1689 0.512 10 2 Collector /Local Road 2800 15 3728 299 301 0.357 10 1 Collector / Local Road 1400 25 3729 301 299 0.357 10 1 Collector / Local Road 1400 25 3730 310 1691 4.159 11 1 Collector / Local Road 1400 45 3731 1691 310 4.159 11 1 Collector / Local Road 1400 45 3732 234 242 1.878 10 1 Collector / Local Road 1400 25 3733 242 234 1.878 10 1 Collector /Local Road 1400 25 3734 226 234 0.696 10 1 Collector / Local Road 1400 25 3735 234 226 0.696 10 1 Collector / Local Road 1400 25 3736 1698 1699 0.4 10 2 Collector / Local Road 2800 15 3737 1699 1698 0.4 10 2 Collector / Local Road 2800 15 3738 227 228 1.117 10 1 Collector / Local Road 1400 25 3739 1 228 227 1.117 10 1 Collector / Local Road 1400 25 3740 229 238 1.673 10 1 Collector / Local Road 1400 25 3741 238 229 1.673 10 1 Collector / Local Road 1400 25 3742 260 1700 1.54 11 1 Collector / Local Road 1400 40 3743 1700 260 1.54 11 1 Collector / Local Road 1400 40 3744 1700 1701 0.749 10 2 Collector/ Local Road 2800 15 3745 1701 1700 0.749 10 2 Collector/Local Road 2800 15 3746 1702 1703 0.901 10 2 Collector /Local Road 2800 15 3747 1703 1702 0.901 10 2 Collector/ Local Road 2800 15 3748 322 340 0.489 12 1 Minor Arterial 1400 40 3749 340 322 0.489 12 1 Minor Arterial 1400 40 3750 651 685 0.551 10 1 Collector / Local Road 1400 25 3751 685 651 0.551 10 1 Collector /Local Road 1400 25 3752 830 879 0.816 12 1 Minor Arterial 1400 40 3753 879 830 0.816 12 1 Minor Arterial 1400 40 3754 824 867 0.275 12 1 Minor Arterial 1400 40 3755 867 824 0.275 12 1 Minor Arterial 1400 40 3756 796 1349 0.278 12 1 Major Arterial 1600 45 3757 1349 796 0.278 12 11 Major Arterial 1600 45 3758 914 969 0.755 11 1 1Collector / Local Road 1400 40 3759 969 914 0.755 11 1 Collector / Local Road 1400 40 3760 862 965 1.015 11 1 Major Arterial 1600 35 3761 965 862 1.015 11 1 Major Arterial 1600 35 Page 66 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (Ift) Lanes Roda ye Rate (vehlhr) FF(mh 3762 965 1032 0.652 11 1 Major Arterial 1600 35 3763 1032 965 0.652 11 1 Major Arterial 1600 35 3764 969 1108 1.663 12 1 Minor Arterial 1400 40 3765 1108 969 1.663 12 1 Minor Arterial 1400 40 3766 1077 1108 0.938 12 1 Minor Arterial 1400 40 3767 1108 1077 0.938 12 1 Minor Arterial 1400 40 3768 1077 1164 1.308 12 1 Minor Arterial 1400 40 3769 1164 1077 1.308 12 1 Minor Arterial 1400 40 3770 1122 1164 0.777 12 1 2 Major Arterial 3200 40 3771 1164 1122 0.777 12 2 Major Arterial 3200 40 3772 1149 1180 3.696 12 1 Minor Arterial 1400 45 3773 1180 1149 3.696 12 1 Minor Arterial 1400 45 3774 784 795 1.077 11 1 Collector / Local Road 1400 40 3775 795 784 1.077 11 1 Collector / Local Road 1400 40 3776 703 784 1.544 11 1 Collector / Local Road 1400 40 3777 784 703 1.544 11 1 Collector / Local Road 1400 40 3778 593 635 1.393 12 1 Minor Arterial 1400 40 3779 635 593 1.393 12 1 Minor Arterial 1400 40 3780 576 585 0.725 10 1 Collector I Local Road 1400 25 3781 585 576 0.725 10 1 Collector/Local Road 1400 25 3782 545 609 1.51 11 1 Collector/Local Road 1400 40 3783 609 545 1.51 11 1 Collector/ Local Road 1400 40 3784 539 545 0.39 11 1 Collector/ Local Road 1400 40 3785 545 539 0.39 11 1 Collector ILocal Road 1400 40 3786 514 523 0.675 10 1 Collector ILocal Road 1400 25 3787 523 514 0.675 10 1 Collector/ Local Road 1400 25 3788 568 646 2.952 11 1 Collector ILocal Road 1400 40 3789 646 568 2.952 11 1 Collector ILocal Road 1400 40 3790 13 1706 1.527 12 2 Freeway 4100 70 3791 1707 11 1.392 12 2 Freeway 4100 70 3792 20 1614 2.781 12 2 Freeway 4100 70 3793 1613 17 2.779 12 2 Freeway 4100 70 3794 151 28 4.168 12 2 Freeway 4100 70 3795 35 152 3.888 12 2 Freeway 4100 70 3796 1710 1708 2.686 12 2 Freeway 4100 65 3797 1709 1711 2.71 12 2 Freeway 4100 65 3798 1711 1240 5.549 12 2 Freeway 4100 65 3799 1398 1489 6.762 11 1 Minor Arterial 1400 35 3800 1489 1398 6.762 11 1 Minor Arterial 1400 35 3801 2 1406 4.544 12 1 Principal Arterial 1800 55 3802 1406 2 4.544 12 1 Principal Arterial 1800 55 3803 1484 1604 1.051 12 1 Major Arterial 1600 45 3804 1604 1484 1.051 12 1 Major Arterial 1600 45 3805 1471 1635 2.629 12 2 Principal Arterial 3600 55 3806 1635 1471 2.629 12 2 Principal Arterial 3600 55 3807 1400 1401 12.477 1 12 1 Major Arterial 1600 55 3808 1401 1400 12.477 12 1 Major Arterial 1600 55 3809 1400 1433 4.666 12 1 Minor Arterial 1400 45 3810 1433 1400 4.666 12 1 Minor Arterial 1400 45 3811 1399 1595 1.847 12 1 Major Arterial 1600 55 3812 1595 1399 1.847 12 1 Major Arterial 1600 55 3813 1579 1598 2.258 10 1 Collector / Local Road 1400 25 3814 1598 1579 2.258 10 1 Collector / Local Road 1400 25 3815 1578 1669 5.389 12 1 Principal Arterial 1800 55 3816 1669 1578 5.389 12 1 Principal Arterial 1800 55 3817 220 1579 2.199 12 1 Principal Arterial 1800 45 3818 1579 220 2.199 12 1 Principal Arterial 1800 45 Page 67 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (Ift) Lanes Roda ye Rate (veh/hr) FF(mh 3819 290 1691 3.247 11 1 Collector/Local Road 1400 45 3820 1691 290 3.247 11 1 Collector ILocal Road 1400 45 3821 1712 1713 0.204 10 1 Collector/Local Road 1400 25 3822 1713 1712 0.204 10 1 Collector/Local Road 1400 25 3823 1476 1684 1.556 12 1 Principal Arterial 1800 30 3824 1684 1476 1.556 12 1 Principal Arterial 1800 30 3825 1421 1422 2.836 12 1 Principal Arterial 1800 45 3826 1422 1421 2.836 12 1 Principal Arterial 1800 45 3827 134 1422 4.461 12 1 Major Arterial 1600 45 1 3828 1422 134 4.461 12 1 Major Arterial 1600 45 3829 1411 1667 0.865 12 2 Principal Arterial 3600 45 3830 1667 1411 0.865 12 2 Principal Arterial 3600 45 3831 1 1600 2.174 12 2 Principal Arterial 3600 55 3832 1600 1 2.174 12 2 Principal Arterial 3600 55 3833 1414 1420 0.856 12 2 Principal Arterial 3600 45 1 3834 1420 1414 0.856 12 2 Principal Arterial 3600 45 3835 1410 1715 0.269 10 1 Collector ILocal Road 1400 35 3836 1715 1410 0.269 10 1 Collector ILocal Road 1400 35 3837 1417 1664 3.748 12 1 Principal Arterial 1800 55 3838 1664 1417 3.748 12 1 Principal Arterial 1800 55 3839 6 1412 0.344 12 2 Principal Arterial 3600 45 3840 1412 1413 0.329 12 2 Principal Arterial 3600 45 3841 1476 1648 1.001 12 1 Principal Arterial 1800 45 3842 1648 1476 1.001 12 1 Principal Arterial 1800 45 3843 1658 1659 4.815 12 2 Principal Arterial 3600 65 3844 1659 1660 4.815 12 2 Principal Arterial 3600 65 3845 1477 1656 0.719 12 2 Principal Arterial 3600 45 3846 1656 1477 0.719 12 2 Principal Arterial 3600 45 3847 1423 1424 1.254 12 2 Principal Arterial 3600 55 3848 1424 1423 1.254 12 2 Principal Arterial 3600 55 3849 1670 1685 2.76 12 1 Principal Arterial 1800 55 3850 1685 1670 2.76 12 1 Principal Arterial 1800 55 3851 134 1717 0.971 11 1 Major Arterial 1600 30 3852 1717 134 0.971 11 1 Major Arterial 1600 30 3853 1473 1474 6.119 12 1 Principal Arterial 1800 55 3854 1474 1473 6.119 1 12 1 Principal Arterial 1800 55 3855 1603 206 3.687 12 2 Principal Arterial 3600 55 3856 1395 1602 3.679 12 2 Principal Arterial 3600 55 3857 133 1603 0.334 12 2 Principal Arterial 3600 55 1 3858 1602 132 0.337 12 2 Principal Arterial 3600 55 3859 1424 133 2.396 12 2 Principal Arterial 3600 55 3860 1602 1639 0.484 10 1 Collector ILocal Road 1400 35 3861 1639 1602 0.484 10 1 Collector/ Local Road 1400 35 3862 1490 1669 2.11 10 1 Collector /Local Road 1400 25 3863 1669 1490 2.11 10 1 Collector /Local Road 1400 25 3864 1668 1669 3.287 12 1 Principal Arterial 1800 55 3865 1669 1668 3.287 12 1 Principal Arterial 1800 55 3866 1433 1497 1.366 10 1 Collector ILocal Road 1400 25 3867 1497 1433 1.366 10 1 Collector ILocal Road 1400 25 3868 1426 1573 1.593 12 1 Principal Arterial 1800 55 3869 1573 1426 1.593 12 1 Principal Arterial 1800 55 3870 1425 1573 0.158 12 1 Principal Arterial 1800 55 3871 1573 1425 0.158 12 1 Principal Arterial 1800 55 3872 1567 1608 1.234 12 1 Major Arterial 1600 55 3873 1608 1567 1.234 12 1 Major Arterial 1600 55 13874 14 1502 1.201 12 1 Major Arterial 1600 45 13875 1502 14 1.201 12 1 Major Arterial 1600 45 Page 68 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Lik#

U-oe D-oe (mi) Width (ft) Lanes Rate______r 3876 1512 1624 1.079 10 1 Collector ILocal Road 1400 25 3877 1624 1512 1.079 10 1 Collector ILocal Road 1400 25 3878 1584 1675 1.788 10 1 Collector ILocal Road 1400 25 3879 1675 1584 1.788 10 1 Collector ILocal Road 1400 25 3880 1522 1532 1.124 10 1 Collector ILocal Road 1400 25 3881 1532 1522 1.124 10 1 Collector/Local Road 1400 25 3882 1466 1624 0.326 12 1 Major Arterial 1600 45 3883 1624 1466 0.326 12 1 Major Arterial 1600 45 3884 1507 1627 1.235 11 1 Collector ILocal Road 1400 45 3885 1627 1507 1.235 11 1 Collector/Local Road 1400 45 3886 1683 81 1.246 12 2 Principal Arterial 3600 55 3887 82 1682 1.299 12 2 Principal Arterial 3600 55 3888 131 1423 0.273 12 2 Principal Arterial 3600 30 3889 1423 130 0.252 12 2 Principal Arterial 3600 30 3890 130 128 0.133 12 2 Principal Arterial 3600 30 3891 1687 1718 0.137 10 1 Collector /Local Road 1400 30 3892 1718 1687 0.137 10 1 Collector / Local Road 1400 30 3893 127 129 0.164 12 2 Principal Arterial 3600 30 3894 128 1636 0.172 12 2 Principal Arterial 3600 30 3895 ill 1721 1.752 12 2 Major Arterial 3200 45 3896 1721 ill 1.752 12 2 Major Arterial 3200 45 3897 1242 1570 2.785 1 10 1 Collector/Local Road 1400 25 3898 1570 1242 2.785 10 1 Collector ILocal Road 1400 25 3899 1429 1605 0.615 12 1 Major Arterial 1600 45 3900 1605 1429 0.615 12 1 Major Arterial 1600 45 3901 1553 1563 1.453 11 1 Collector/Local Road 1400 40 3902 1563 1553 1.453 11 1 Collector /Local Road 1400 40 3903 1562 1609 0.93 1 12 1 Major Arterial 1600 55 3904 1609 1562 0.93 12 1 Major Arterial 1600 55 3905 97 1430 0.536 12 1 Major Arterial 1600 45 3906 1430 97 0.536 12 1 Major Arterial 1600 45 3907 1430 1720 0.848 12 1 Major Arterial 1600 45 3908 1720 1430 0.848 12 1 Major Arterial 1600 45 3909 1470 1723 0.475 12 2 Principal Arterial 3600 45 3910 1723 1470 0.475 12 2 Principal Arterial 3600 45 3911 1723 145 0.495 12 2 Principal Arterial 3600 45 3912 1436 1568 2.075 11 1 Major Arterial 1700 35 3913 1568 1436 2.075 11 1 Major Arterial 1700 35 3914 1571 114 0.688 12 2 Principal Arterial 3600 45 3915 115 1572 0.68 12 2 Principal Arterial 3600 45 3916 132 1424 2.389 12 2 Principal Arterial 3600 55 3917 1411 1600 1.766 12 2 Principal Arterial 3600 45 3918 1600 1411 1.766 12 2 Principal Arterial 3600 45 3919 1510 1725 1.509 10 1 Collector / Local Road 1400 25 3920 1725 1510 1.509 10 1 Collector /Local Road 1400 25 3921 39 24 1.736 12 2 Major Arterial 3200 45 3922 147 87 0.313 12 2 Major Arterial 3200 45 3923 1458 147 0.279 12 2 Major Arterial 3200 45 3924 88 68 1.175 12 2 Principal Arterial 3600 55 3925 1 68 94 1.174 12 2 Principal Arterial 3600 55 3926 1463 1464 0.167 11 2 Major Arterial 3200 35 3927 1464 1463 0.167 11 2 Major Arterial 3200 35 3928 1544 1549 1.672 11 1 Collector / Local Road 1400 40 3929 1549 1544 1.672 11 1 Collector / Local Road 1400 4 3930 11572 1606 0.473 11 1 1 Collector / Local Road 1400 4 3931 1606 1572 0.473 11 1, Collector / Local Road 1400 4 3932 102 1441 0.11 12 2 Major Arterial 3200 4 Page 69 of 70

Appendix D Sequoyah NGS Appedix Network SeqoyahNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) ____

3933 1441 102 0.11 12 2 Major Arterial 3200 45 3934 75 1441 1.342 11 1 Collector/Local Road 1400 40 3935 1441 75 1.342 11 1 Collector/Local Road 1400 40 3936 1440 1543 0.718 12 1 Major Arterial 1600 45 3937 1543 1440 0.718 12 1 Major Arterial 1600 45 3938 1533 1586 0.602 10 1 Collector/ Local Road 1400 25 3939 1586 1533 0.602 10 1 Collector /Local Road 1400 25 3940 1537 1538 0.466 10 1 Collector /Local Road 1400 25 3941 1538 1537 0.466 10 1 Collector/Local Road 1400 25 3942 144 149 0.646 12 2 Principal Arterial 3600 45 3943 150 143 0.648 12 2 Principal Arterial 3600 45 3944 43 1529 0.542 12 2 Major Arterial 3200 45 3945 1530 42 0.562 12 2 Major Arterial 3200 45 3946 58 1530 0.938 12 2 Major Arterial 3200 45 3947 1529 58 0.938 12 2 Major Arterial 3200 45 3948 1448 1452 0.553 11 1 Major Arterial 1600 35 3949 1452 1448 0.553 11 1 Major Arterial 1600 35 3950 140 1455 1.963 12 1 Major Arterial 1600 55 3951 1455 140 1.963 12 1 Major Arterial 1600 55 3952 1454 1456 2.263 12 2 Major Arterial 3200 45 3953 1456 1454 2.263 12 2 Major Arterial 3200 45 3954 1515 1520 1.341 11 1 Collector/Local Road 1400 45 3955 1520 1515 1.341 11 1 Collector/Local Road 1400 45 3956 1531 1538 1.024 1 11 1 Minor Arterial 1400 35 3957 1538 1531 1.024 11 1 Minor Arterial 1400 35 3958 1544 1634 0.987 11 1 Collector / Local Road 1400 40 3959 1634 1544 0.987 11 1 Collector / Local Road 1400 40 3960 1456 1510 0.954 11 1 Collector / Local Road 1400 40 3961 1510 1456 0.954 11 1 Collector /Local Road 1400 40 3962 148 1460 0.559 12 1 2 Major Arterial 3200 45 3963 1461 148 0.562 12 2 Major Arterial 3200 45 3964 1626 1456 0.241 12 2 Major Arterial 3200 45 3965 25 37 1.814 12 2 Major Arterial 3200 45 3966 24 1517 0.132 12 1 Major Arterial 1600 45 3967 1517 1626 0.181 12 1 Major Arterial 1600 45 3968 1428 1728 2.834 12 1 Major Arterial 1700 50 3969 1728 1428 2.834 12 1 Major Arterial 1700 50 3970 1180 1727 1.231 12 1 Major Arterial 1600 45 3971 1727 11180 1.231 12 1 1 Major Arterial 1600 45 Page 70 of 70

VP ARCADIS Appendix E Telephone Survey of EPZ Residents (Results Summary and Survey Instrument)

Sequoyah EPZ Summary of Telephone Survey Results Completed Surveys 380 Results HH occupants 3.16 per HH Age Mix of Respondents (%)

6.1% fraction single occupant 18 to 24 12.5%

Vehicles 10.5% one vehicle 25 to 34 16.0%

40.7% 2 vehicles 35 to 44 21.3%

48.8% 3 or more 45 to 54 19.2%

55 to 64 14.4%

65 to 74 9.3%

School Age Children 66.6% none 75 plus 7.2%

(% of HH) 33.4% at least one 13.9% one Total [ 100%

19.5% 2 or more Commuter Data (% of HHs)

Number of Commuters / HH One 31.8%

Two or more 48.7%

Of those HHs commuting:

Work outside of EPZ 64.2%

Take vehicle to work 95.7%

Would evacuate direct from work 53.1%

Would return home to evacuate 46.9%

Time Distribution 0 to 15 15 to 30 30 to 45 45 to 60 > 60 minutes minutes mintues minutes minutes leave work after notice 84.9% 11.6% 1.2% 1.0% 1.4%

travel home 39.7% 45.9% 10.3% 1.7% 2.4%

depart after return home 51.2% 32.2% 6.4% 7.8% 2.5%

depart (all at home) 32.0% 41.2% 9.5% 10.3% 1 7.0%

14212 - LH/CCH ARCADIS TVA Survey Draft v4 - May 15, 2012 INTRODUCTION Hello, my name is and I am callingfrom MDC Research, a company hired on behalfof the Tennessee Valley Authority (TVA) and its local, state andfederal emergency planning partners. We are conducting a briefsurvey to gather informationfrom households in your area about nuclearpower emergency responseplanning and we'd like to include your opinions. This survey is being conducted on behalfof the (insertfacility name) Nuclear Facility,and will take approximately5 minutes to complete. We are not trying to sell you anything. The information gatheredfrom this survey will help local agencies more effectively provide community assistance should an emergency situation arise.

Can I please speak with an adult member of the household?

SCREENER S1. What is the zip code of your primary residence? Your primary residence is the home where you live the majority of the time. DO NOT READ ZIP CODE LIST List of appropriate zip codes will be displayed here 99999 Location outside the EPZ - THANK & TERMINATE S2. Are you over 17 years of age?

11 NO - ASK FOR REFERRAL or THANK & TERMINATE 12 YES 98 (DO NOT READ) Refused THANK & TERMINATE S3. Is your residence located within a 10 mile radius of (insert the name of the nuclear power plant)?

I Yes 2 No 7 Don't know If answer is No, THANK & TERMINATE QUESTIONNAIRE QI How many people usually reside in your household?

14212 - LH/CCH Q2 How many working motor vehicles are normally based at your home?

Record: # of vehicles 997 None - THANK AND TERMINATE 998 (DO NOT READ) Refused Q3 How many children in your household attend local schools in grade K - 12?

Record 997 None 998 (DO NOT READ) Refused Q4 Do you commute to a job or to a college at least 4 times week?

1 Yes 2 No 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of a nuclear plant emergency evacuation, so this data is necessary in order for us to continue with the survey.

If still refused - THANK & TERMINATE If No, skip to Q7.

Q5. Is your job or college located within a 10 mile radius of (insert the name of the nuclear power plant)?

1 Yes 2 No 7 Don't know Q6A Do you work a regular Monday thru Friday, 8:00 to 5:00 type of schedule, or some other type of schedule?

1 Monday - Friday, 8:00am to 5:00pm 2 Other schedule 7 (DO NOT READ) Don't know Q6B Do you generally use a personal vehicle to commute back and forth to work?

14212 - LH/CCH Q6C If an evacuation notice were given while you were at work, do you think you would most likely...

I Evacuate directly from work 2 Come home first and then evacuate, or 7 (DO NOT READ) Don't know Q6D How long do you think it would take you to get prepared and actually leave work?

(Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Q6E (ONLY ASK IF Q6C=2 or 7) About how long does it take you to get from work to home? (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes Arcadis TVA 3 T©2012. Market Decisions Corporation

14212 - LH/CCH 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Q7 How many other adults in your household commute to a job or a college at least 4 times week?

Record 997 None 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of a nuclear plant emergency evacuation, so this data is necessary in order for us to continue with the survey.

If still refused - THANK & TERMINATE If none, skip to Q 10.

Repeat the following Q7A-F sequence for each working adult cited in Q7 For each of the commuting adults you just referenced, I'd like to ask a few questions related to what their likely actions would be in the case of a nuclear plant emergency evacuation. I understand that I will be asking you to speculate on what other members of the household may do in this situation, but your best guesses are just fine for our purposes. Please answer the questions for each commuting adult in whatever order you like.

Q7A. Is this person's job or college located within a 10 mile radius of (insert the name of the nuclear power plant)?

1 Yes 2 No 7 Don't know Q7B Does this person work a regular Monday thru Friday, 8:00 to 5:00 type of schedule, or some other type of schedule?

1 Monday - Friday, 8:00am to 5:00pm 2 Other schedule 7 (DO NOT READ) Don't know Q7C Does this person generally use a personal vehicle to commute back and forth to work?

14212 - LH/CCH Q7D If an evacuation notice were given while this person was at work, do you think they would most likely...

1 Evacuate directly from work 2 Come home first and then evacuate, or 7 (DO NOT READ) Don't know Q7E How long do you think it would take this person to get prepared and actually leave work?

(Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Q7F (ONLY ASK IF Q7D=2 or 7) About how long does it take this person to get from work to home? (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 -35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes Arcadis TVA 5 (02012. Market Decisions Corporation

14212 - LH/CCH 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Q8A-F Repeat Q7 sequence for next commuter; Q9A-F Repeat Q8 sequence for next commuter.

Q1O In the event of an emergency at the nuclear power plant, when the commuters are away from home is there a working vehicle for the family members at home that could be used for evacuation?

1 Yes 2 No -) Skip to Q12 7 (DO NOT READ) Don't know Q11 In the event of an emergency would the family members at home await the return of the other family members before evacuating the area?

I Yes 2 No 7 (DO NOT READ) Don't know SKIP TO Q 13 Q12 In the event of an emergency would the family members at home wait for a ride from one of the commuters or leave with someone else?

1 They would wait for a ride 2 They would leave with someone else 7 (DO NOT READ) Don't know Q13 And once everyone who is coming home from work or school has arrived, how long would it take to prepare and depart from home, taking into consideration whether or not someone else is usually home who may be starting these preparation while they are traveling? Please consider tasks such as packing clothing, securing the house, loading the car(s), etc. (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes Arcadis TVA 6 T©2012. Market Decisions Corporation

14212 - LH/CCH 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Arcadis TVA TVA 77 ©2012. Market Decisions Corporation (02012. Market Decisions Corporation

14212 - LH/CCH Q14 If an evacuation were ordered when all household members were at home (for example, at night or on a weekend), approximately how long would it take your household to prepare to depart? Please assume that you are advised to plan to be away from your home for 3 days, again considering tasks such as packing clothing, securing the house, loading the car(s), etc. (Read only if necessary, categorize response as follows) 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Q15 How many vehicles would your household take if an evacuation were ordered when all household members were at home?

Record: # of vehicles 98 (DO NOT READ) Refused Q1 6. Which of the following categories best describes your age?

11 18 to 24 12 25 to 34 13 35 to 44 14 45 to 54 15 55 to 64 16 65 to 74 17 75 or older 98 (DO NOT READ) Refused 8 ©20 12. Market Decisions Corporation Arcadis TVA 8 02012. Market Decisions Corporation

14212 - LH/CCH Q 17 Do you or any member of your household hunt, fish, or visit parks that are within a 10 mile radius of the nuclear power plant?

I Yes, Fishing GO TO QUESTION 18a 2 Yes, Hunting GO TO QUESTION 18b 3 Yes, Visiting Parks GO TO QUESTION 18c 4 No GO TO END OF SURVEY 7 (DO NOT READ) Don't know/Refused Q1 7A How many people typically travel in the same vehicle for this purpose? (If respondent has multiple responses in Q16, ask for number that best represents their most frequent scenario.)

I One 2 Two 3 Three 4 Four 5 Five or more If Q17: 1, SKIP TO QUESTION 18b Q1 8A In the event of an emergency at the nuclear plant if you hear a warning siren while fishing , how long would it take you to complete preparations to evacuate the area? (This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)

FISHING 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know Arcadis TVA 9 0©2012. Market Decisions Corporation

14212 - LH/CCH If Q17 *2, SKIP TO QUESTION 18c Q1 8B In the event of an emergency at the nuclear plant if you hear a warning siren while hunting, how long would it take you to complete preparations to evacuate the area? (This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)

HUNTING 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know If Q17 *3, SKIP TO END OF SURVEY Q1 8C In the event of an emergency at the nuclear plant if you hear a warning siren while visiting parks , how long would it take you to complete preparations to evacuate the area?

(This would include preparations from the recreational area, returning home, and securing your house, etc.) (Read only if necessary, categorize response as follows)

PARK VISITS 11 5 minutes or less 12 6 - 10 minutes 13 11 - 15 minutes 14 16 - 20 minutes 15 21 - 25 minutes 16 26 - 30 minutes 17 31 - 35 minutes 18 36 - 40 minutes 19 41 - 45 minutes 20 46 - 50 minutes Arcadis TVA 10 02012. Market Decisions Corporation

14212 - LH/CCH 21 51 - 55 minutes 22 56 minutes to an hour 23 Between an hour and an hour 15 minutes 24 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 16 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 30 minutes 25 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 31 minutes and 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 45 minutes 26 Between 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 46 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 27 More than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 97 (DO NOT READ) Don't know This is all the questions we have for you today/tonight. Thank you for participating in this survey. Your responses will help us to make an accurate prediction of traffic conditions during an emergency situation. If you have any questions about this survey, please feel free to contact

<insert contact name, job title, and phone number/email>.

Arcadis TVA 11 II

0- ARCADIS Appendix F Maps of Average Speed by Hour on Sequoyah Road Network (Winter Day, Normal Weather, Full EPZ)

<=2

<=4

<=6 I - >60

, Evacuation Hour 3 Avg Speed (mph)

Links

- -* <=0 S<=20

<= 40

<= 60

/~ >60

Evacuation Hour 4 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60 y~ >60

Evacuation Hour 5 Avg Speed (mph)

Links

<= 20

<= 40

<= 60

> 60

Enclosure 3 Tennessee Valley Authority Sequoyah Nuclear Plant Units I and 2 Table B-1 ETE Review Criteria Checklist - Sequoyah

Table B-I ETE Review Criteria Checklist Sequoyah

b. A map should be included that identifies primary features of the sit, including major roadways, sinificant t g hl Yes Figures 1-1, 1-2, and 1-3 features, boundaries of countles, and population centers wi hin the EPZ.

c. A comparison of the current and previous ETE should be provided and includes similar informatnt as identsiek d in Table 1-3 Table 1-1, METE goMpuqon, of NUREG/CR-7002. yes

a. A discussion of the approach and level of detail obtained durng the field survey of the roadway network should be yes ection 4.3 amd Appendix D provided.

b. Sources of demographic data for schools, special facilities, wJ large empoyerM, and special events should be Idenfied. yes et. 2.1, 3

c. Discussion should be presented on use of traffic control plans in the analysis. yes

__ct_2.1

d. Traffic simulation models used for the analyses should be identified by name and version. ys Sect .. 2 sd Table 14

e. Methods used to address data unceantia should be described. yes Sect 2.1, 8.6, 6.7

a. The planning basis for the ETE includes the assumption that the evacuation is ordered promptly and no early protectliv yes Sec 2.1, 3, 54 actions have been implemented. ________

b. Assumptions consistent with Table 1-2, 'Geral Assumptions, of NUREGICR-7002 should be provkied and ye Sect 2.1 Include the basis to support their use.

a. The ten scenarios in Table 1-3, Evacuation Scenarkis, I should be developed for the ETE analysis, or a reason yes Hafton County Fair a "Sancl Event" ft 6.9 should beprovied fruse of ohrseais Enclosure 3-1

a. A discussion should be provided on t develoDment of a staaed evacuation.

1A.Evacust moilan ing Ara ....... _......_.._....... ..... ____

a. A map of the EPZ with emergency response planning areas yes Figure 1-2 (ERPAs) should be included. yes Figure_1-2

b. A table should be provided identifying the ERPAs considered for each ETE calculation by downwind direction yes Table 5-1 in each sector.

c. A table similar to Table 1-4, 'Evacuation Areas for a Staged Evacuation Keyhole,' of NUREG/CR-7002 should be yes Table 5-1 provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile areal5 mile keyhole evacuations.

a. Demand estimation should be developed for the four population groups, including permanent residents of the Yes Table 3-1 thru 3-4 EPZ, transients, special facilities, and schools. _

211 p nanent Resklents and Trafnsint Populado_

a. The US Census should be the source of the population values, or another credible source should be provided. yes Sect 2.1, 3

b. Population values should be adjusted as necessary for yO growth to reflect population estimates to the year of the E.y 2010 Census relemd hl Oct 2011 and is most recent

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

2.1.1 ~Psnien t.nRbiklente0lWý 06~les ______ _____________

a. The persons per vehicle value should be between I and 2 or justification should be provided for other values. yes Sect 3.1.1 (2.11 person per vehicle)

b. Major employers should be listed. y" Table B-1

a. A list of facilities which attract transient populations should 1b -

be included, and peak and average attendance for these Tyes 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 Sect 3.2 Enclosure 3-2

Rm=mIU WPU &uiMM MU unun Gnt=Wu.

The percent of permanent residents amumed to be at facilities should be estimated. yes &d3U

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

Numbers may vary by scenario, and ifso, discusion on why yes Sod 2.1, 3.3, Taibls B-1, B-2 values vry should be provided.

e. A sector diagram should be included, similar to Figure 2-1 of NUREG/CR-7002, showing the population distrbution for yes Table 3-2 Ia. The methodology used to determine the number of transit dependent residents should be discussed. yes_--I Sad 3.12

b. Transportation resources needed to evacuate this group should be quantified. yes 8_c ___.1_ __ndTio_3-_

c. The countylocal eva;cuato plans for transit dependent reidsshould be used in the an , yes Sec 3.1.2

d. The methodology used to determine the number of people with dlsabllles and those with acces and functional needs yes Sect 3.1.2 who may need assistance and do not eside 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 transportation resources. Bus seating capacity of 50% should be used or yes Sea 2.1 justificalion should be provided for higher values.

f. An estimate of this population should be provided and information should be provided that th existfn registration yes Sect 3.1.2 programs were used Indevelopng the estimate.

g. A summary table of the total number of buses, ambulances, or other transport needed to support evacuation should be yes Table 3-5 provided and the quantification of resources should be detailed h to assure double counfina has not occurred.

a. A ist of special facilities, Including the type of faility, l cto ,and averagep p lto should be provided. . Yes T " 54 Speial facility staff should be included in the total special I I Enclosure 3-3

A dISCUSSIOr n should be provided on how special facility data wasn obtaine

c. The number of wheelchair and bed-bound individuals should yes Table be prvie.yeTalB-

d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be Provided. yes Table B-6

a. The logistics for mobilizing specially trained staff (e.g.,

medical support or security support for prisons, jails, and N/A Part of offsie agency planning process other correctional facilities) should be discussed when apypriate.

a. A list of schools including name, location, student population, and transportation resources required to support yes Sect 3.4.2, Table 3-3 &Table 6-3 the evacuation, should be provided. The source of this information should be provided.

U, b. Transportation resources for elementary and middle schools yes Sect 3.4.2, Table B-3 are based on 100% of the school capacity.

c. The estimate of high school students who will use their personal vehicle to evacuate should be provided and a basis yes Sect 3. adjustment for personal vehicles N/A for the values used should be provided.

d. The need for return trips should be identified ifnecessary. yes Sect 6.8 (no return trips)

a. A complete Nlet of special events should be provided and includes information on the population, estimated duration, yes Sect 6.9 and season of the event

b. The special event that encompasses the peak transient y 6.9 population should be analyzed in the ETE. yes _Set 6.9

c. The percent of permanent residents attending the event yes Sect 6.9 should be estimated.

5,ZUEhadowvacuatlon _______

a. A shadow evacuation of 20 percent should be included for areas outside the evacuation area extending to 15 miles yes Sect 1.2. 1:4, 6.4 from the NPP.

b. Population estimates for the shadow evacuation in the 10 to 15 mile area beyond the EPZ are provided by sector. Yes Enclosure 3-4

i nu 1umEg ur urn wuw wva.muuonu num w ru way [

network should be o iste with the trip geneiration Yes S" 5 evnmw~a &Vrha naMtm rmMOMS Wn n I

a. The volune of background traffc and pets-through traffic should be based on the average daytime traff. Values may yes Sct 2.1, 4.3 be reduced for nighttime scenarios.

b. PSS-through traffic should be assumed to have stopped y S 2, entenrn the EPZ about two hours aft the initial nonifyicatIon.Set21,4.3

a. A summary table should be provided tha Identifies the total populations and total vehicles used Inthe analymse for yes Table 3-1 thru 34 residents, special facies, schools, shadow population, and passthrough demand used in each scenario.

a The method(s) used to assess roadway cepcity should be discussed. _y_ Sod 4

a. A f*ie survey of key routes within the EPZ has been conducted. yes Set 4.1

b. Information should be provided describing the extent of the survey, and types of Information gathered and used In the Yes Set 4.3 analysis.

c. A table similar to that in Appendix A. "Roadway Characteristics,O of NUREG/CR-7002 should be provided. yes Append D

d. Calculations for a representative roadwy segment should be provided. yes AD

e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be y Figure 4-1 plus map in Appendix D provided and should be similar to Figure 3-1, "mRoadway Network Identifying Nodes and Segments," of NUREG/CR-7002.

a The approach used to calculate the roadway capacity for the S Mpotto network should be descrbed In detail and yes Sect 4. and Appendix 0 Enclosure 3-5

b. The calacity analysis dentflies where yes Sect 4.3 and Appendix D should be used in the ETE calculation.

a. A Net of intersections should be provided that includes the total numbers of intersections modeled that are yes Sect 7 and Appendix D unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections within the EPZ are provided including the location, signal cycle yes Table 7-1 length, and turn lane queue capacity.

c. Discussion should be provided on how time signal cycle is used in the calculations. yes Sod 4.3 1 Adv .3A .rse.Weather ___________________ ___________________________________

a. The adverse weather condition should be Identified and the effect of adverse weather on mobilization should be yes Sod 2.3 considered.

b. The speed and capacity reduction factors identified in Table yes Seot 2.3 W 3-1, "Weather Capacity Factors," of NUREGICR-7002 should be used or a basis should be provided for other values.

c. The study identifies assumptions for snow removal htreebtsarnd t sswmednbapp melicable. on

a. The process used to develop trip generation times should beye c5 identifed. ysSc

b. When telephone surveys are used, the scope of the survey, area of the survey, number of participants, and sttsia yes Appendix E relevance should be provided.

c. Daet obtained from telephone surveys should be ysApni summarized, ysApni

d. The trip generation tirne for each population group should be"e st5 So develope from sit specific information. Yes.

a. Permnanent residents are assumed to evacuate from thewir Sc homes but are not assumed to be at hame at all timee. Trip )e et Enclosure 3-6

generation time includes the assumption that a pecenitage of residet will need to raturn home Morir to evcaumfina.

b. Discussion should be provided on the time and method used to notify transients The trip generation time discusses any Yes difficulties notifying persons in hard to reach areas such as on lakes or In campgrounds.

c. The trip generation time accounts for transients potentially returning to hotels prior to cur yes sod 5

d. Effect of public transportation resources used during special events where a lWae number of transients are expected NWA should be cosdee.

a. The trip generation time for the transient population should be integrted and loaded onto the transportation network yes Sect 5

a. If available, existing plans and bus rmutes ae used Inthe ETE analysis. If new plans are developed with the ETE, they /A should have been agreed upon by the responsible authorities.

b. Discussion should be included on the means of evacuating ambulatory and non-ambulatory residents. 315.3

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yes T111113-6 provided. I_ _ __ _

d. Logistical details, such as the time to obtain buses, brief drivers and initiate the bus route are provided. yes Sod ,t U

a. Discussion should kdentify the time estimated for transit dependent residents to prepare and then travel to a bus Yea Sect S.84 erei of trvel to pick up pant not pick, pon and decribes the expecd means of trael to ad d. Tspoteft. Assstnce phone numbers the pickup point. provided for t pubic.

f. The number of bus stops and time needed to load passengers should be discussed. Yes sect 6.8

g. A map of bus routes should be Included. NIA Bus roule Irnrwa s not aw is.

h. The trip generation time for non-ambuatory persons includes the time to mobilize ambulances or special yes8 6.8 vehicles, time to drive to the home of residents, loang time, _

Enclosure 3-7

1.3-. Spca Faciltes

a. Information on evacuation logistics and mobilization times sect 6.8 should be provided. yes _Set 6.8

b. Discussion should be provided on the inbound and outbound Set6.8 speeds. yes sect__.8

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes Table B-4 should be discussed.

d. Time for loading of residents should be provided. yes Sect 6.8

e. Information should be provided that indicates whether the evacuation can be completed in a single trip or ifadditional Yes Table 6-7 trips are needed.

f. If return trips are needed, the destination of vehicles should "s Sad 6.8 be provided.

g. Discussion should be provided on whether special facility wo residents are expected to pass through the reception center yes Sect 5.4.3 prior to being evacuated to their final destination.

h. Supporting information should be provided to quantify the time elements for the return tips yes Sect 6.8. and Table 6-7

a. Information on evacuation logistics and mobilization times should be provided, yes Sect 6.8

b. Discussion should be provided on the inbound and outbound yes sect 6.8 speeds.

c. Time for loading of students should be provided. yes Sect 6.8

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Table 6-8 trips are needed.

e. If return trips are needed, the destination of school buses should be provided, yes Sect 6.8

f. If used, reception centers should be identified. Discussion should be provided on whether students are expected to yes Sect 5.4.3; Schools evacuate directly to host schools pass through the reception center prior to being evacuated Enclosure 3-8

to their Tinal destination.

g. Supporting information should be provided to quantify the Sad .S aOW Tobins 6.

filng Ievmn~d fnr tha rfidmn Mrirm 4.2' ETE 111461i~ng ___________________________

a. General information about the model should be provided y 5.5 and demonstrates its use in ETE studies. ys_ _ 5,5

b. If a traffic simulation model is not used to conduct the ETE calculation, sufficient detail should be provided to validate NA the analytical approach used. Al criteida elements should have been met, as aplp priate.

a. Trafic simulation model assumption, and a representative set of model Inputs should be provided. _ _ _ __ 66

b. A glossary of terms should be provided for the key performance measures and parameters used In the yesd 5.5 , U7 analysis. ____________________________________

a. A discussion regarding whether the traffic slmulatlon model used must be in equilibration prior to calculating the ETE yes Sd 5.

should be provided.

b. The minimum following model outputs should be provided to support review: yes Sad 6 and Appendix F I. Total volume and percent by hour at each EPZ exit mode.

2. Network wide average travel time.

3. Longest Queue length for the 10 intersections with the highest traffic volume.

4. Total vehicles exiting the network.

5. A plot that provides both the mobilization ctrve and evacuation curve identifying the cumuladive percentage of evacuees who have mobilized and exled the EPZ_

6. Average speed for each major evacuation route that exits the EPZ.

c. Color coded roadway maps should be provided for various times (i.e., at 2, 4, 6 hrs., etc.) durng a full EPZ evacuation yes A F scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS 'F1 conditions, Enclosure 3-9

me Estimates for the GeneralpublIci The ETE should include the time to evacuate 90% and 100% of the total permanent resident and transient yes Table 6-1 DODUlation.

b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated yes Table 6-1 data should be exilaned.

c. Tables should be provided for the 90 and 100 percent ETEs similar to Table 4-3, "ETEs for Staged Evacuation Keyhole," yes Table 6-4 of NUREG/CR-7002. _ I

d. ETEs should be provided for the 100 percent evacuation of Sect 6 w

Enclosure 3-10

c. It should be ceamly 'led '1 ItIs awsumed OhW pm llw llil.

Rnu u *lInRwlu ~ .

I are eft st th receapon UIUI, II I wUml iH I~M llnI~

center and m tcn by sepwate buses to tfh conaresast care centr. Iy" Isod &12 1 Technical Reviewer DateA f&I(L3 ofKw -I Supervisory Review Date

/ /

Enclosure 3-11

ML13246A050

Text

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