ML13254A114

Attachment 10 - Updated Evacuation Time Estimates for Three Mile Island Nuclear Station Plume Exposure Pathway and ETE Review Criteria Checklist

ML13254A114
Person / Time
Site:	Three Mile Island
Issue date:	09/05/2013
From:	Exelon Generation Co
To:	NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
RA-13-085, RS-13-221, TMI-13-137
Download: ML13254A114 (206)

Text

ATTACHMENT 10 Updated Evacuation Time Estimates for Three Mile Island Nuclear Station Plume Exposure Pathway and ETE Review Criteria Checklist

Three Mile Island Nuclear Station ETE Review Criteria Checklist

Three Mile Island Table B-1 ETE Review Criteria Checklist

. . . ~ J .j~ Criterion Addres sed inComet 1.0 Introduction'

ETE Anals§is:

a. The emergency planning zone (EPZ) and surrounding area should be described. yesSect_ __2

b. A map should be included that identifies primary features of the site, including major roadways, significant topographical yes Figure 1-1, Figure 4-1 features, boundaries of counties, and population centers within the EPZ.

c. A comparison of the current and previous ETE should be provided and includes similar information as identified in yes Table 1-3 Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach

a. A discussion of the approach and level of detail obtained during the field survey of the roadway network should be yes Sect 4.3 provided.

b. Sources of demographic data for schools, special facilities, 1P large employers, and special events should be identified. yes Sect 2.1, 3

c. Discussion should be presented on use of traffic control plans in the analysis. yes Sect 2.1

d. Traffic simulation models used for the analyses should be identified by name and version. yes Sect 5.5

e. Methods used to address data uncertainties should be described, yes Sect6.6 1.2 Assumptions

a. The planning basis for the ETE includes the assumption that the evacuation is ordered promptly and no early protective yes Sect 2.1, 3, 5.4 actions have been implemented.

b. Assumptions consistent with Table 1-2, "General Assumptions," of NUREG/CR-7002 should be provided and yes Sect 2.1 include the basis to support their use.

1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, should be developed for the ETE analysis, or a reason yes No "Special Event" see section 2.4.4 should be provided for use of other scenarios.

Criterion Addressed n Comments ETE Analysis ,__

(YOWn~o) 1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in development of a staged evacuation. yes Sect 6.4 1.4 Evacuation Planning Areas

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

b. A table should be provided identifying the ERPAs considered for each ETE calculation by downwind direction yes Table 6-2 &6-3 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 6-2 & 6-3 provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

2.0 Demand Estimation

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

2.1 Permanent Residents and Transient Population

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 growth to reflect population estimates to the year of the ETE. yes 2010 Census data used for ETE

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

2.1.1 Permanent Residents with Vehicles

a. The persons per vehicle value should be between 1 and 2 or justification should be provided for other values, yes Sect 3.1.1

b. Major employers should be listed. yes Table Al 2.1.2 Transient Population

a. A list of facilities which attract transient populations should be included, and peak and average attendance for these yes Sect 3.3, Table A2 &A3 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

Criterion Addressed In ETE Analysis itemized and totaled for each scenario.

c. The percent of permanent residents assumed to be at yes Sect 3.3 facilities should be estimated.

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

Numbers may vary by scenario, and if so, discussion on why yes Sect 2.1, 3.3 values vary should be provided.

e. A sector diagram should be included, similar to Figure 2-1 of NUREG/CR-7002, showing the population distribution for yes Table 3-2 the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit dependent residents should be discussed. yes Sect 3.1.2

b. Transportation resources needed to evacuate this group should be quantified. yes Sect 3.1.2

c. The county/local evacuation plans for transit dependent residents should be used in the analysis. yes Sect 3.1.2

d. The methodology used to determine the number of people w with disabilities and those with access and functional needs yes Sect 3.1.2 who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.

e. Capacities should be provided for all types of transportation resources. Bus seating capacity of 50% should be used or yes Sect 3.1.2 justification should be provided for higher values.

f. An estimate of this population should be provided and information should be provided that the existing registration yes Sect 3.1.2 programs were used in developing the estimate.

g. A summary table of the total number of buses, ambulances, or other transport needed to support evacuation should be yes Table 3-6 provided and the quantification of resources should be detailed enough to assure double counting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, location, and average population should be provided. Yes Table A3 thru A6 Special facility staff should be included in the total special

Criterion Addressed in ETE AnalsCommets (Yes/No) ........

facility population. ... .....

b. A discussion should be provided on how special facility data was obtained. yes Sect 3.4

c. The number of wheelchair and bed-bound individuals should be provided. yes TableA6

d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be provided, yes Table A6

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

medical support or security support for prisons, jails, and yes Sect 5.2. Part of offsite agency planning process.

other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student population, and transportation resources required to support yes Sect 3.4.2, Table 3-4 &A4 the evacuation, should be provided. The source of this information should be provided.

10,

b. Transportation resources for elementary and middle schools are based on 100% of the school capacity. yes Sect 3.4.2

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

d. The need for return trips should be identified if necessary. yes Sect 6.7, Table 6-6 2.5.1 Special Events

a. A complete list of special events should be provided and includes information on the population, estimated duration, no See Sect 2.4.4 and season of the event.

b. The special event that encompasses the peak transient population should be analyzed in the ETE. no See Sect 2.4.4

c. The percent of permanent residents attending the event should be estimated. no See Sect 2.4.4 2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for areas outside the evacuation area extending to 15 miles yes Figure 1-2 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 Figure 1-2

Criterion Addressed In ETE.Analysis

_YesiNo)

c. The loading of the shadow evacuation onto the roadway network should be consistent with the trip generation time yes Sect 5 generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic

a. The volume of background traffic and pass-through traffic should be based on the average daytime traffic. Values may yes Sect 2.1, 4.3 be reduced for nighttime scenarios.

b. Pass-through traffic should be assumed to have stopped entering the EPZ about two hours after the initial notification. yes Sect 2.1,4.3 2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the total populations and total vehicles used in the analysis for yes Table 3-1 thru 3-5 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.

3.0 Roadway Capacity

a. The method(s) used to assess roadway capacity should be es Sect 4 a, discussed. ysSc4 3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been conducted. yes Sect 4.1

b. Information should be provided describing the extent of the survey, and types of information gathered and used in the yes Sect 4.3 analysis.

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

d. Calculations for a representative roadway segment should be provided. yes Appendix C

e. A legible map of the roadway system that identifies node ysApni numbers and segments used to develop the ETE should be yes Appendix C provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.

3.2 Capacity Analysis

a. The approach used to calculate the roadway capacity for the y transportation network should be described in detail and yes Sect 4

. ~~~Criterion-Addressedý in . ~ omr~

~ETE Analysis (Yes/NO) identifies factors that are expressly used in the modeling.

b. The capacity analysis identifies where field information y should be used in the ETE calculation. yes Sect 4.3. Field information used to verify model 3.3 Intersection Control

a. A list of intersections should be provided that includes the total numbers of intersections modeled that are yes Appendix C unsignalized, signalized, or manned by response personnel. y

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 yes Sect 4.3 used in the calculations.

3.4 Adverse Weather

a. The adverse weather condition should be identified and the effect of adverse weather on mobilization should be yes Sect 2.4 considered.

b. The speed and capacity reduction factors identified in Table w0 3-1, "Weather Capacity Factors," of NUREG/CR-7002 yes Sect 2.4 should be used or a basis should be provided for other values.

c. The study identifies assumptions for snow removal on N/A impediments are part of the PAD process streets and driveways, when applicable.

4.0 Development of Evacuation Times ...

4.1 Trip Generation Time ....

a. The process used to develop trip generation times should be yes Sect 5 identified.

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

c. Data obtained from telephone surveys should be summarized, yes Appendix B

d. The trip generation time for each population group should be yes Sect 5 developed from site specific information.

4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their y homes but are not assumed to be at home at all times. Trip yes Sect 5

Criterion Addressed in ETE Analysis,,,_Comments____

(YesINo) generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.

b. Discussion should be provided on the time and method used to notify transients. The trip generation time discusses any yes Sect 5 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 evacuating. yes Sect 5

d. Effect of public transportation resources used during special events where a large number of transients are expected yes See Sect 2.4.4 No "Special Event" scenario req'd should be considered.

e. The trip generation time for the transient population should be integrated and loaded onto the transportation network yes Sect 5 with the general public.

4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes are used in the ETE analysis. If new plans are developed with the ETE, they yes Sect 5.3, 3.1.2. Transportation assistance phone should have been agreed upon by the responsible numbers and pickup point information is published for

-.1 authorities. the public.

b. Discussion should be included on the means of evacuating ambulatory and non-ambulatory residents. yes Sect 5.3

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yse Table 3-6 provided.

d. Logistical details, such as the time to obtain buses, brief drivers and initiate the bus route are provided, yes Sect 5.4.3, 6.7

e. Discussion should identify the time estimated for transit dependent residents to prepare and then travel to a bus yes Sect 6.7 pickup point, and describes the expected means of travel to the pickup point.

f. The number of bus stops and time needed to load ysSc .

passengers should be discussedSect 6.7

g. A map of bus routes should be included. N/A Pickup points are published. Routes are not scripted.

h. The trip generation time for non-ambulatory persons includes the time to mobilize ambulances or special yes Sect 6.7 vehicles, time to drive to the home of residents, loading time,II

Criterion Addressed in Comments

_______,..________________________ ,ETEAnalysis ___,,_____.....Comments

____ (Yes/No) and time to drive out of the EPZ should be provided.

i. Information should be provided to support analysis of return trips, if necessary. yes Sect 6.7 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times should be provided. yes Sect 6.7

b. Discussion should be provided on the inbound and outbound yes Sect 6.7 speeds.

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes page E-2, Sect 3.4, Table A6 should be discussed.

d. Time for loading of residents should be provided, yes Sect 6.7

e. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 2.1, 3.1.2, 3.6 trips are needed.

f. If return trips are needed, the destination of vehicles should be provided, yes Sect 3.6, 6.7

g. Discussion should be provided on whether special facility 91 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 trips, yes Sect 6.7 4.1.4 Schools

a. Information on evacuation logistics and mobilization times should be provided, yes Sect 6.7

b. Discussion should be provided on the inbound and outbound yes Sect 6.7 speeds.

c. Time for loading of students should be provided, yes Sect 6.7

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 6.7, Table 6-6. PA utilizes a "single-lift" strategy.

trips are needed.

e. If return trips are needed, the destination of school buses should be provided. yes Sect 6.7

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

> Criterion. Addressed i < ~ '.

______________________________ EEAn'a~lsis~ Co.

to their final destination.

g. Supporting information should be provided to quantify the time elements for the return trips yes Sect 6.7 4.2 ETE Modeling

a. General information about the model should be provided and demonstrates its use in ETE studies. yes Sect 5.5

b. Ifa traffic simulation model is not used to conduct the ETE N/A traffic simulation used calculation, sufficient detail should be provided to validate the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative y set of model inputs should be provided. yes Sect 5.5

b. A glossary of terms should be provided for the key performance measures and parameters used in the yes page v analysis.

4.2.2 Traffic Simulation Model Output

a. A discussion regarding whether the traffic simulation model 1P used must be in equilibration prior to calculating the ETE yes Sect 5.5 to should be provided.

b. The minimum following model outputs should be provided to yes Sect 6, Table 7-1 support review:

1. 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 curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.

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

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

Criteon Addressed In Comments Analy"sis_

________________________(Y,

_________________ ________________ETE

.es.o) if they occur. '_.. ...

4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and 100% of the total permanent resident and transient yes Sect 6 population.

b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated yes Sect 6 data should be explained.

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

d. ETEs should be provided for the 100 percent evacuation of special facilities, transit dependent, and school populations. yes Sect 6 5.0 Other Considerations 5.1 Development of Traffic Control Plans

a. Information that responsible authorities have approved the traffic control plan used in the analysis should be provided, yes Sect 7

b. A discussion of adjustments or additions to the traffic control yes Sect 7 w plan that affect the ETE should be provided.

5.2 Enhancements in Evacuation Time

a. The results of assessments for improvement of evacuation time should be provided. yes Sect 7

b. A statement or discussion regarding presentation of enhancements to local authorities should be provided, yes Sect 7 5.3 State and Local Review

a. A list of agencies contacted and the extent of interaction with yes Sect 2.2 these agencies should be discussed.

b. Information should be provided on any unresolved issues that may affect the ETE. yes no unresolved issues 5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to be performed and submitted to the NRC. yes Sect 6.5 5.5 Reception Centers and Congregate Care Center

a. A map of congregate care centers and reception centers yes Figure 4-1; Cong. Care is an event specific part of RERP should be provided. I

b. If return trips are required, assumptions used to estimate N/A not required

Criterion Addressed in Cmmef ETE Analysis ............ .

lFes/No) return times for buses should be provided.'

c. It should be clearly stated if it is assumed that passengers are left at the reception center and are taken by separate yes Sect 3.1.2 buses to the congregate care center. I Exelon Technical Reviewer r)~tA Date Supervisory Review Date 1'~ 1(3 w

Three Mile Island Nuclear Station Evacuation Time Estimates

ARCADIS Infrastructure Water Environment Buildings Imagine the result Evacuation Time Estimates for the Three Mile Island Plume Exposure Pathway Emergency Planning Zone Prepared for.

Exelon Generation Kennett Square, PA Prepared by:

ARCADIS U.S., Inc.

1 Executive Drive Suite 303 Chelmsford Massachusetts 01824 Tel 978.937.9999 Fax 978.937.7555 OLr Ref.:

B0033739.0000 Date:

I August 2013

ARCADIS Executive Summary Executive Summary This report documents the approach and presents the results of the Evacuation Time Estimate (ETE) study performed by ARCADIS for Three Mile Island (TMI) in Londonderry Township, Dauphin County, Pennsylvania. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of TMI.

The most recent previous study of evacuation time estimates for TMI was performed in 2003. The present study was performed using population data from the 2010 census.

PTV VisionTM software was 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 consisted of designated evacuation routes plus any additional roadways needed to accurately simulate conditions during an evacuation. Roadway capacities were determined using NAVTEQTM digital data, updated by ARCADIS based on actual road and intersection data collected in the field in 2011.

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 TMI includes parts of five Pennsylvania counties: Cumberland, Dauphin, Lancaster, Lebanon and York. Based on the 2010 census, the estimated population residing in the EPZ is 226,034. Dauphin County has 47% of the EPZ resident population; 32% of the population resides in York County; 16% in Lancaster County; 4.5% in Cumberland County; and the remaining 0.5% in Lebanon County. The region is predominantly urban/industrial and suburban in character, including part of the city of Harrisburg, the city of Hershey (Derry Township), and several boroughs south of Harrisburg (Swatara, Steelton, Lower Paxton, Lower Swatara, Middletown). The population in the EPZ increased by 12% between 2000 and 2010; the most rapid population growth in the EPZ occurred in York County (21.6%) and Lancaster County (14.3%).

Three Mile Island is located in the Susquehanna River, which is about a mile wide as it crosses the EPZ, flowing from northwest to southeast. The river is a barrier to travel within the EPZ. The Pennsylvania Turnpike (1-76) crosses the river about 6 miles northwest of TMI, and 1-83 crosses at the EPZ boundary, just beyond 10 miles northwest of TMI. U.S.

30 crosses the river about 13 miles southeast of TMI. The Zones within a nominal 2-mile E-1

Va ARCADIS Executive Summary distance from TMI have 5,438 residents. The zones from 2-5 miles contain about 18% of the EPZ resident population, and the zones beyond 5 miles contain almost 80%.

The transient population, which includes large workplaces, recreational facilities and hotels/motels, was estimated at 61,058 persons for a winter weekday and 86,741 persons for a summer weekend. The special facilities population, including nursing homes and hospitals, was estimated at 11,364 persons (residents plus staff) for weekdays, and 6,773 for nights and weekends. The estimated population of schools and day care centers for a winter weekday is 48,874, including children 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 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 2.23 persons per vehicle, which represents 1.35 vehicles per household. For the 2003 study, vehicle occupancy was 1.65 persons per vehicle, assuming that all households with two or more vehicles would use two vehicles to evacuate.

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 48 persons. 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 the additional staff. Total vehicle demand for all population categories ranges from 135,649 (winter night) to 163,136 (summer weekday).

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 I resident population within this region is 409,742. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (2.23 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 36,748 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 cases under fair weather conditions. The weekday daytime cases were also evaluated for adverse weather conditions (snow and rain, respectively, for winter and summer).

E-2

Q ARCADIS Executive Summary A set of "staged evacuation" scenarios was also evaluated. Under a staged evacuation scenario, only the population within the 2-mile zones closest to TMI would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile zones has cleared. The purpose of evaluating these scenarios is to assess the potential reduction in evacuation times that might be achieved for the population at greatest risk.

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.

Evacuation times for the general population are summarized in Table E-1. For normal weather, ETEs are up to 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br /> 25 minutes for 90% of vehicles to evacuate the full 10-mile EPZ, and 11 hours1.273148e-4 days <br />0.00306 hours <br />1.818783e-5 weeks <br />4.1855e-6 months <br /> 25 minutes for 100% to evacuate. The case with the longest ETEs for the full EPZ is Winter Weekday. With adverse weather, the predicted ETEs were up to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 55 minutes longer.

The ETEs to evacuate only the 2-mile zone are 2:40 to 4:10 (90%) and 3:05 to 4:40 (100%). The ETEs to evacuate all zones out to 5-miles are 3:50 to 5:25 (90%) and 4:05 to 5:50 (100%). The 90% ETEs from the current study are about 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> longer than corresponding times from the 2003 study, while 100% ETEs are roughly the same as times from the previous study.

The ETEs for the full EPZ reflect major traffic congestion in the zones more than 5 miles from TMI. Both the residential and transient populations are concentrated in these outer zones, particularly in Dauphin County.

E-3

0 ARCADIS Executive Summary Table E-1: Evacuation Time Estimate Summary for Three Mile Island EPZ Scenario: (1) 1 (2) 1 (3) 1 (4) 1 (5) 1 (6) 1 (7) 1 (8)

Weather: Normal IAdverse Normal N Normal I Normal IAdverse Normal I Normal Ev cuation 90% Evacuation Time

'Area 2-mile Zone 3:20 3:50 2:40 2:40 3:20 4:10 2:40 2:40 5-mile Zone 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:55 10-mile EPZ 9:55 11:35 8:30 8:15 10:25 13:00 8:30 8:05

_ _ _100% Evacuation Time 2-mile Zone 3:45 4:15 3:05 3:05 3:45 4:40 3:05 3:05 5-mile Zone 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:10 10-mile EPZ 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50 E-4

ARCADIS Table of Contents

1. Introduction 1-1 1.1 General 1-1 1.2 Site Location and Emergency Planning Zone (EPZ) 1-2 1.3 Designated Reception Centers 1-3 1.4 Overview of Changes from Previous 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 2-4 2.3 Summary of Methodology for Traffic Simulation 2-4 2.4 Conditions Modeled 2-5 2.4.1 Week Day 2-5 2.4.2 Week Night 2-6 2.4.3 Weekend 2-6 2.4.4 Special Event Consideration 2-7 2.4.5 Sensitivity to Population Growth and Roadway Impact 2-7

3. Population and Vehicle Demand Estimation 3-1 3.1 Permanent Residents 3-1 3.1.1 Auto-Owning Permanent Population 3-2 3.1.2 Transport-Dependent Permanent Population 3-2 3.2 Seasonal Residents 3-3 3.3 Transient Population 3-3 3.4 Special Facilities Population 3-5 3.4.1 Medical, Nursing Care and Correctional Facilities 3-5 3.4.2 Schools and Day Care 3-5 3.5 Emergency Response Planning Area Population Totals 3-6 3.6 Transportation Resources 3-7

4. Evacuation Roadway Network 4-1 4.1 Network Definition 4-1 4.2 Evacuation Route Descriptions 4-1

ARCADIS Table of Contents 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 5-2 5.3 Transportation Dependent Population 5-2 5.4 Evacuation Preparation Times and Departure Distributions 5-3 5.4.1 Permanent and Seasonal Population 5-3 5.4.2 Transient Population 5-4 5.4.3 Special Facilities 5-4 5.5 Evacuation Simulation 5-6 5.5.1 General Structure 5-6 5.5.2 Simulation Process 5-7

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 All Conditions 6-1 6.4 Staged Evacuation Scenarios 6-1 6.5 Sensitivity to Population Growth and Roadway Impact 6-2 6.5.1 Population Growth 6-2 6.5.2 Roadway Impact 6-3 6.6 Performance Metrics for Simulation Model 6-3 6.7 ETE for Transit-Dependent Special Facilities and Schools 6-4

7. Traffic Control Recommendations 7-1 7.1 General 7-1 7.2 Evacuation Access Control Locations 7-1 7.3 Traffic Management Locations and Tactics to Facilitate Evacuation 7-1

8. References 8-1 ii

ARCADIS Table of Contents Tables Table E-1: Evacuation Time Estimate Summary for Three Mile Island EPZ E-4 Table 1-1: Permanent Resident Population in the Three Mile Island EPZ 1-7 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 Sub-Area 3-8 Table 3-2: Transient Population and Vehicle Demand within the Three Mile Island EPZ 3-9 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Three Mile Island EPZ 3-10 Table 3-4: Summary of Population and Vehicle Demand within the Three Mile Island EPZ 3-11 Table 3-5: Summary of Transportation Resources 3-12 Table 4-1: Three Mile Island EPZ Primary Evacuation Routes 4-3 Table 6-1: Evacuation Time Estimate Summary for Three Mile Island General Population 6-6 Table 6-2: Evacuation Times for General Population for Keyhole Zones 6-7 Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage I ends at 3 hour3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 20 minutes) 6-9 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-5: ETE for Special Facilities, Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17 Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-18 Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather) 7-2 iii

Va ARCADIS Table of Contents Figures Figure 1-1. Three Mile Island EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Three-Mile Island Generating Station 1-6 Figure 4-1. Designated Evacuation Routes for Three Mile Island EPZ 4-4 Figure 5-1. Departure Time Distributions for the EPZ for Three Mile Island 5-5 Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6 Figure 6-1. Departure Curves for Stage 2 Zones, Three Mile Island 6-10 Figure 6-2. TMI Sensitivity of ETE to Growth of Residential Population (Winter Weekday, Normal Weather, Full EPZ) 6-11 Figure 6-3. TMI Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-12 Figure 6-4. TMI Predicted Traffic Volume by Link with US 322/1-83 NB just north of Union Deposit Rd Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13 Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14 Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 154,970) 6-15 Appendices A Transient and Special Facility Population Data B Telephone Survey of EPZ Residents C Roadway Network Map and Data Table D Maps of Average Speed by Hour for Roadway Links - TMI iv

ARCADIS Table of Contents List of Acronyms and Abbreviations ADT Average daily traffic BAO ESRI Business Analyst Online 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 PEMA Pennsylvania Emergency Management Agency TAR Tone alert radios TMI Three Mile Island WC Wheelchair V

Exelon Generation ARCADIS Three Mile Island 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 (Nuclear Regulatory Commission (NRC), 1980), NUREG/CR-4831 (NRC, 1992) and NUREG/CR-7002 (NRC, 2011)).

Evacuation time estimate (ETE) studies were last updated for Three Mile Island (TMI)

Plume Exposure Pathway EPZ in 2003 (Earth Tech, 2003). The guidance presented in NUREG/CR-7002 indicates that the evacuation time estimates should be updated as 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 census. Census data indicate that the population residing within the EPZ increased by 24,140 between 2000 and 2010.

The estimated 2010 population of the EPZ is 226,034, a 12% population increase since 2000. (Population data are discussed further below 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 different 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:

0 Public notification; 1-1

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates

• Preparation and mobilization; and

• 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 (EPZ)

This report describes the analyses undertaken, and the results obtained, in a study to update the existing Evacuation Time Estimates for TMI. 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 TMI.

The TMI site is located off the eastern shore of the Susquehanna River in Londonderry Township, Dauphin County, Pennsylvania, about 10 miles southeast of Harrisburg. The location of the plant is shown in Figure 1-1. A listing of the municipalities included in the EPZ and their 2010 permanent resident population within the Three Mile Island EPZ is presented in Table 1-1.

The plume exposure pathway EPZ is the geographic area surrounding a nuclear power plant within which the NRC requires advance planning for evacuation or other short-term protective actions in the event of a radiological emergency. The EPZ for TMI consists of the area within an approximate 10-mile radius of TMI.

The Three Mile Island EPZ is subdivided into a total of 10 Sub-Areas, also known as Emergency Response Planning Areas (ERPAs). As a rule, such Sub-Areas are the basic units for which protective action recommendations are issued. It is understood that current Pennsylvania policy requires the evacuation of the entire EPZ if an evacuation is recommended. Nevertheless, it is necessary under NRC guidance to evaluate partial-EPZ evacuation scenarios. Sub-Area boundaries generally follow geographic (township and borough) boundaries, and reflect distance and direction from TMI. The distance ranges of concern are 0-2 miles, 2-5 miles, and beyond 5 miles. EPZ and Sub-Area boundaries are shown in Figure 1-1. The Sub-Areas are described in more detail in Section 3.

A listing of the permanent resident population for 2000 and 2010 by county and by Sub-Area within the Three Mile Island EPZ is included in Figure 1-1. Table 1-1 compares the EPZ population by township and borough from the 2010 and the 2000 census.

1-2

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates The EPZ for TMI includes parts of five Pennsylvania counties: Cumberland, Dauphin, Lancaster, Lebanon and York. Dauphin County has 47% of the EPZ resident population; 32% of the population resides in York County; 16% in Lancaster County; 4.5% in Cumberland County; and the remaining 0.5% in Lebanon County. The region is predominantly urban/industrial and suburban in character, including part of the city of Harrisburg, the city of Hershey (Derry Township), and several boroughs south of Harrisburg (Swatara, Steelton, Lower Paxton, Lower Swatara, Middletown). The population in the EPZ increased by 12% between 2000 and 2010; the most rapid population growth in the EPZ occurred in York County (21.6%) and Lancaster County (14.3%).

Three Mile Island is located in the Susquehanna River, which is about a mile wide as it crosses the EPZ, flowing from northwest to southeast. The river is a barrier to travel within the EPZ. The Pennsylvania Turnpike (1-76) crosses the river about 6 miles northwest of TMI, and 1-83 crosses at the EPZ boundary, just beyond 10 miles northwest of TMI. U.S. 30 crosses the river about 13 miles southeast of TMI. The 2-mile Zones 2A and 2B have 5,438 residents. The zones from 2-5 miles contain about 18% of the EPZ permanent resident population, and the zones beyond 5 miles contain almost 80%.

NRC guidance 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 409,742. This population is concentrated in two cities, Harrisburg, located north of the EPZ, and York, immediately south of the EPZ. A map showing the population by distance and direction sector within 15 miles of TMI is provided in Figure 1-2. (Due to roundoff errors that propagate when sector boundaries cut across census block boundaries, the population numbers disagree slightly between Figure 1-1 and Figure 1-2. Figure 1-1 is more accurate for the EPZ population.)

1.3 Designated Reception Centers The TMI emergency response evacuation plan directs residents of each community within the EPZ to evacuate to specified reception centers. Ifevacuation is initiated 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 individual boroughs and townships are listed in Table 1-2. The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as evacuation routes from individual 1-3

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates communities to designated reception centers. The roadway network is described in detail in Section 4.

1.4 Overview of Changes from Previous 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 2003 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 following sections of the report.

The revised vehicle occupancy for residents (2.23 persons per vehicle, based on survey),

revised departure times for schools and special facilities (no "early warning") and the 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 36,748 vehicles in the area immediately outside the EPZ. Each of these issues is discussed in more detail in following sections of the report.

1-4

2010 ERPA Population 2A 1,570 2B 3,968 5A 22,202 5B 6,023 5C 6,412 5D 6,989 10A 84,487 10B 29,595 10C 40,843 10D 23,945 TOTAL: 226,034

\~~d0 4 8 Miles

\ Three Mile Island

.,10Miles from Plant II AlRClJ cA IV Township Boundary THREE MILE ISLAND ERPA Zones GENERATING STATION POPULATION rM I EPZ Boundary kPJBfIT -BTERA

iPZ 23,8 IUT 50,1 I ,e EPZ DISTANCE DISTANCE EPZ1 301 NA EPZ2 2,403 NA EPZ 3 8,386 NA EPZ4 15,305 NA EPZ 5 13,232 NA EPZ 6 17,891 NA EPZ 7 29,462 NA EPZ 8 33,137 NA EPZ9 36,266 NA

/ J1211/

EPZ 10 42,251 OUT 10 5,791 I

EPZ 11 20,224 OUT 11 52,026 EPZ 12 7,105 OUT 12 66,880 EPZ13 48 OUT13 93,926 137 i EPZ 14 1 OUT 14 112,372 OUT 15 78,765 EPZ TOTAL: 226,012, EPZ-15 TOTAL 409,760 420 TOTAL POPULATION: 635,772 NOTE:

• EPZ total population varies from 2011 draft report totals by less than1% due to the rounding of population calculations 354 from additional block processing.

• Plant to 1 mile population not summarized in any sector direction

,112:82 Open5tret ap RBowo IgSew: 5,055 O,, SmlvsMAcoew ola

0W19M2012, 79ý80 6980 ArOGISoil0T nl. iae notfoMr*..l. o0r V , SARCADIS 0,1550 f 0,dU ot IS 4Legend 6XLNGNRTO r TMI EPZ Boundary EPZ 4,641 Sectors- 15 mile TOT: 35,446,

/EPZ 19,4C r- Sector Direction Ol 7625!

Exelon Generation V2 ARCADIS Three Mile Island Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Three Mile Island EPZ Census, Census Percent County Subiviio IOO jo Cha Cumberland County Lower Allen township (Part) 10D 7,349 7,277 New Cumberland borough 10D 2,166 2,312 County Subtotal 9,515 9,589 0.8%

Dauphin County Conewago township 10A 2,847 2,997 Derry township 10A 21,273 24,679 Harrisburg city (Part) 10A 5,426 5,542 Highspire borough 5A 2,720 2,399 Hummelstown borough 10A 4,360 4,538 Londonderry township 2A, 5A 5,224 5,235 Lower Paxton township (Part) 10A 4,919 5,957 Lower Swatara township 5A, 10A 8,149 8,268 Middletown borough 5A 9,242 8,901 Paxtang borough 10A 1,570 1,545 Royalton borough 5A 963 907 South Hanover township 1OA 4,793 6,248 Steelton borough 10A 5,858 5,990 Swatara township 10A 22,611 23,362 West Hanover 1OA 0 54 Countv Subtotal 99.955 106.622 6.7%

Lancaster County Conoy township 2B, 5B, 1OB 3,067 3,194 East Donegal township (Part) 10B 3,895 8,139 Elizabethtown borough 10B 11,887 11,545 Mount Joy township (Part) 1OB 6,471 5,292 West Donegal township 5B, 1OB 6,539 8,260 County Subtotal 31,859 36,430 14.3%

Lebanon County South Londonderry township (Part) 906 825 Lebanon County Subtotal 906 825 9.2%

1-7

Exelon Generation Va ARCADIS Three Mile Island Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Three Mile Island EPZ Census Census Pecnt qu~ ~ ~2000' 206 Change York County Conewago township 5C, 1OC 5,278 7,510 Dover township (Part) 10C 1,598 1,467 East Manchester township 10C 5,078 7,264 Fairview township 5D, 10D 14,321 16,668 Goldsboro borough 2B 939 952 Hellam township (Part) 1OC 942 978 Lewisberry borough 10D 385 362 Manchester borough 10C 2,350 2,763 Manchester township (Part) 10C 10,787 15,825 Mount Wolf borough 1OC 1,373 1,393 Newberry township 2B, 5C, 5D, 1OC, 10D 14,332 15,285 Springettsbury township (Part) 10C 369 340 Warrington township (Part) 1OC 1,098 1,052 York Haven borough 5C 809 709 York County Subtotal 59,659 72,568 21.6%

EPZ Total 201,894 1 226,034 1 12.0%

Sources: a) 2000 census data from 2003 ETE study report b) 2010 census data (block level); matches PEMA estimate.

1-8

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation Cumberland County Big Spring High School, Newville Lower Allen, New Cumberland Dauphin County Faust Junior High School Harrisburg City, Highspire Borough, Steelton Borough Shippensburg University, Shippensburg Lower Paxton, Paxtang Borough, Swatara Williams Valley High School, Williamstown Conewago, Hummelstown Borough, Londonderry, South Hanover Lebanon County Career & Tech Center Derry Township Blue Mountain High School, Schuylkill Haven Lower Swatara, Middletown Borough, Royalton Borough Lancaster County Park City Mall, Lancaster Conoy, East Donegal, Elizabethtown Borough, Mount Joy, West Donegal Lebanon County Lebanon County Career & Tech Center I South Londonderry Township York County Red Lion High School, Red Lion East Manchester, Hellam, Mount Wolf Borough, Springettsbury Susquehannock High School, Shrewsbury Conewago, East Manchester, Manchester Borough, Manchester, Newberry, York Haven Borough Gettysburg Junior/Senior High School, Conewago, Dover, Manchester, Warrington, Newberry, Gettysburg Fairview, Goldsboro Borough, Lewisberry Borough Source: Three Mile Island Nuclear Station Evacuation Plan Map, prepared by Pennsylvania Emergency Management Agency, revised February 2006 1-9

Exelon Generation CA ARCADIS Three Mile Island Evacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2003 ETE Current study Permanent Residents

- Total population -201,894 - 226,034

- Vehicle occupancy - 1.62 persons per vehicle - 2.23 persons per vehicle (persons per vehicle)

Transit-dependent Evacuation of transit-dependent

- Population estimate population was not addressed in 2003 -3,400 (366 non-ambulatory)

- Number of buses study - 112 bus trips (60 buses, two waves)

- Number of ambulances - 48 ambulance, 48 wheelchair bus (or fewer with two waves)

Transient facilities (winter day/summer weekend) (all scenarios)

- Estimated population - 33,280 / 37,058 - 61,058/86,741

- Vehicle demand -26,822 / 19,646 - 45.962/47,096

- Adjust for double-count -Adjustment for workers -Adjust for selected facilities Special facilities (winter weekday) (winter weekday)

- Estimated population - 3,892 - 5,142 residents

- Number bus, van - 150 bus/van - 182 buses or vans

- Ambulance, other - Not identified - 69 ambulance, 70 wheelchair bus (some multiple trips)

Schools and daycare (winter weekday) school/daycare (winter weekday)

- Student population - 37,071 / 7,151 (includes staff) - 36,481 / 4,403

- Number of buses - 775 buses - 778 buses, 219 vans Background traffic None Average traffic by time of day Shadow evacuation None 20% of resident population outside (assumed basis) designated zones Special event(s) None None Scenarios -Winter weekday -Weekday (winter, summer)

- Winter weeknight - Weeknight (winter, summer)

- Summer weekend -Weekend (winter, summer)

- Both normal and adverse weather for -Adverse weather weekday only all three cases -Staged evacuation (weekday)

Adverse weather Snow for winter, rain for summer Snow for winter, rain for summer Evacuation model name NetVac2 PTV Vision VISUM, VISSIM and version Departure times - Residential based on literature -Warning based on literature

- Transient based on literature - Residential based on survey

-Specials based on notification at alert -Transient based on survey

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

1-10

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates

2. Methodology and Assumptions 2.1 Sources of Data and General Assumptions The following data sources were reviewed and assumptions made in order 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. Independent estimates developed from 2010 census data were provided by PEMA.

• Estimates for seasonal residents were developed from 2010 United States 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). Census data indicate an insignificant number of seasonal housing units in the EPZ for TMI.

(Less than 0.7%.)

" Population estimates for major employers were developed from the ESRI BAO list and the facility list from the 2003 study report. ARCADIS conducted internet searches and telephone surveys to estimate facility employment and staffing levels for different 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, 2011 AAA TourBook listings, and the 2003 study report, with telephone surveys to verify data and to assess seasonal occupancy. For parks, visitation information was obtained from state park agencies.

" Current population estimates for schools were obtained primarily from county emergency response agencies, plus enrollment information available on the internet. Some private schools and colleges were contacted by phone, using facility lists provided by county emergency management agencies.

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

• The staffing levels at TMI reflect estimated peak personnel onsite during outage conditions. These data were provided by Exelon Generation.

2-1

Exelon Generation C2ARCADIS Three Mile Island 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 2011.

• Average traffic volumes by time of day for weekday and weekend 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 <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> following the 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. Median and 90%

departure times for residents are longer than the times assumed in the previous study.

• Departure times for transient facilities were estimated assuming relatively prompt evacuation of most workplaces and recreational facilities once notification is received. The distribution of departure times also reflects information gathered from the telephone survey of EPZ residents, as discussed in Section 3. Median and 90% departure times for transient facilities are longer than the times assumed in the previous study.

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

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

2-2

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates It is assumed that existing lane utilization will prevail during the course of the evacuation. Traffic control signals will be over-ridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It is also assumed that 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, per 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 - 2.23 persons per vehicle, based on telephone survey results

- Major places of employment - 1 vehicle per employee.

- Hotels/Motels - 1 vehicle (1 to 2 persons) per occupied room.

- Recreational areas - 1 vehicle (3 persons) per campsite; 1.5 persons per vehicle at the Hershey Arena/Stadium and at Giant Center, shopping centers, visitor centers and museums; 3 persons per vehicle at amusement parks.

- Schools - 45 students and 3 staff per bus; one vehicle per additional staff person.

- Hospitals/ Nursing Homes/ Correctional Facilities - 2 persons per ambulance and 3 per wheelchair (WC) bus for non-ambulatory patients, and 24 people per bus or van for ambulatory residents.

- Transit-dependent general population - 2 persons per ambulance and 3 per WC bus for non-ambulatory residents, and 27 people per bus or van for ambulatory residents.

Vehicle demand for most shopping centers and at the Hershey Arena/Stadium and at Giant Center was adjusted to reduce double-counting, assuming that 50% of 2-3

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates attendees (and staff) reside in the EPZ, and 50% of those would return home before evacuating.

The transit-dependent population will be evacuated by bus 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 Pennsylvania Emergency Management Agency (PEMA) and emergency agencies for Cumberland, Dauphin, Lancaster, Lebanon and York Counties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and the transport dependent general public. Those agencies were also consulted to identify any major events that take place within the EPZ that should be considered for a Special Event scenario. PEMA provided their own estimates of residential population for the EPZ based on 2010 census data, and a map of designated evacuation routes and reception centers. PEMA and the county agencies reviewed the draft report and the facility databases used in this study.

Representative background traffic 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 Three Mile Island 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 facilitypopulations. A trip generation time consists of two main components: warning diffusion time and 2-4

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates 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 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 heavy rain, with impaired visibility; roadway capacities are reduced by 10% and speeds are reduced by 15%. Adverse weather during winter periods is defined as a snowstorm condition where roadway capacities and speeds are reduced by 15%.

The various population components which have been incorporated in the evacuation scenarios are summarized below:

2.4.1 Week Day This situation represents a typical weekday period with the work force is 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; 2-5

Exelon Generation C2 ARCADIS Three Mile Island Evacuation Time Estimates

" TMI 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, with staffing at weekday levels;

• Hotel/motel facilities are occupied at peak (winter or summer) levels; and

" Recreational facilities are at winter or summer weekday levels.

2.4.2 Week Night This situation reflects a typical night period when most permanent residents are home and the work force is at evening shift level. Assumptions on 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;

• TMI employment is at an estimated peak night-time level;

• Day schools and daycares are closed;

" Hospitals and nursing homes are at current enrollment or typical occupancy, and staffing is at typical night-time levels;

" Hotel and motel facilities are occupied at (winter or summer) weekday levels; and

" 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 on the population levels for this condition include the following:

2-6

Exelon Generation C ARCADIS Three Mile Island Evacuation Time Estimates

• 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;

" Hotel and motel facilities are occupied at weekend (winter or summer) levels; and

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

2.4.4 Special Event Consideration Based on discussions with PEMA and county agencies, the "events" that draw the largest traffic volume and pose the greatest challenge for evacuation of the EPZ for TMI center around Hershey Park and the associated complex of entertainment venues.

The estimated population and traffic demand for summer weekday and weekend scenarios represents the estimated peak attendance at these venues. A separate Special Event scenario was therefore judged not to be necessary for this study.

2.4.5 Sensitivity to Population Growth and Roadway Impact Additional scenarios were evaluated to assess the sensitivity of ETEs to population growth and roadway impact. These sensitivity cases used the Summer Weekday, Normal Weather case for the Full EPZ as the base case. The population growth analysis is used to determine how rapidly the ETE would increase as the resident population in the EPZ is increased.

For the roadway impact scenario, a major evacuation route is removed or reduced in capacity. Specifically, one of the five highest volume roadways is removed from service, or capacity is reduced by one lane (for a multi-lane, limited-access roadway such as an interstate highway). A more detailed description of the sensitivity analysis is provided in Section 6.5.

2-7

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Three Mile Island 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 day care facilities).

The methodology used to develop the total population and vehicle demand estimates within the Three Mile Island 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 over-estimate actual population and vehicle levels which 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 Census 2010 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 Sub-Area. The allocation of the resident population to entry nodes on the roadway network was based on detailed census block maps.

An estimated 226,034 persons reside permanently within the Three Mile Island EPZ.

Table 3-1 presents the resident population and vehicle demand by Sub-Area. The ten EPZ Sub-Areas are defined based on distance and direction from TMI; zone boundaries generally follow geographic (township and borough) boundaries and major highways. The 2-mile ring Sub-Areas 2A and 2B cover the regions within 2 miles of TMI east and west, respectively, of the Susquehanna River. Sub-Area 2A includes part of Londonderry Township in Dauphin County, where TMI is located, and part of Conoy Township in Lancaster County. Sub-Area 2B includes Goldsboro Borough and part of Newberry Township in York County. The 5-mile zones proceed clockwise 3-1

Exelon Generation V ARCADIS Three Mile Island Evacuation Time Estimates around the EPZ: Sub-Area 5A, north and northeast, is in Dauphin County; Sub-Area 5B (southeast) is in Lancaster County; Sub-Areas 5C (southwest) and 5D (northwest) are in York County. The 10-mile zones follow the same general. sequence. A small part of South Londonderry Township in Lebanon County is included in 10A, while the southwest corner of Cumberland County is in 10D. The specific townships and boroughs which comprise each of the Sub-Areas are identified in Table 1-1.

Sub-Area 10A has the largest population (84,487), and Sub-Area 5A (22,202) has the largest population in the 5-mile ring.

A telephone survey of EPZ residents was conducted to obtain information relating to how many vehicles residents would use to evacuate and how long it would take them to depart following notification. The survey questionnaire and a summary of survey results are provided in Appendix B.

3.1.1 Auto-Owning Permanent Population Vehicle demand associated with the permanent resident population was estimated based on telephone survey responses. After adjusting survey responses to reflect the actual age distribution of the EPZ, the vehicle occupancy factor is 2.23 persons per vehicle, which corresponds to roughly 1.35 vehicles per household. Total vehicle I demand for EPZ residents is 101,360. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of TMI adds vehicle demand of another 36,748 vehicles.

For the 2003 ETE study, evacuation times were determined assuming vehicle demand of 1.65 persons per vehicle for permanent residents.

3.1.2 Transport-Dependent Permanent Population Emergency response plans specify that the transport-dependent population will receive transportation assistance. County Emergency Response Plans include provisions for providing this assistance, including designated pickup points in populated areas.

County planners maintain lists of residences (self-identified) requiring transportation assistance. For ETE analysis, the estimated size of the transit-dependent population in each EPZ was based on NRC guidance and results of the telephone survey.

Telephone survey results indicate that 2.3% of households (with phones) have either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that roughly half of people needing rides expect to evacuate with friends or neighbors, which would leave 3-2

Exelon Generation V2 ARCADIS Three Mile Island Evacuation Time Estimates about 1.2% as transit-dependent. NRC guidance also suggests that between 1.5 and 5% of residents may require transportation. Based on telephone survey results and NRC guidance, the estimated number of transit-dependent residents is 3,400, representing 1.5% of the EPZ permanent resident population. Based on data provided by county agencies, this group includes an estimated 366 non-ambulatory residents.

Individuals requiring transit from reception centers to congregate care centers will be transported in a separate set of vehicles from those designated to transport the transit-dependent and special facilities out of the EPZ.

3.2 Seasonal Residents The seasonal population category includes those who reside in the area on a temporary basis, particularly during the summer period. Seasonal residences are typically not insulated and are suitable for occupancy for only a portion of the year.

These residences may include vacation homes and migrant workforce housing. The 2010 U.S. Census of Population and Housing reports the number of vacant households classified as "for seasonal or occasional use".

The number of seasonal housing units in the Three Mile Island EPZ is less than 600, or less than 0.7% of occupied housing units. Based on this low percentage and the lack of any area with a high density of seasonal housing, seasonal population estimates were not developed for this study.

3.3 Transient Population The transient population segment includes persons in the work force, 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 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 (over 12 million U.S. businesses) licensed from Infogroup. ARCADIS used BAO to search for all employers with 50 or more employees located within an 11-mile radius of TMI. CR-7002 recommends consideration of "large employers" with 50 or more employees on a single shift.

3-3

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates The list from BAO was screened to eliminate businesses where workers do not remain on-site (e.g., transportation and trucking companies, construction, realtors, home health care). Employment at schools and special facilities (e.g., hospitals, nursing homes) is generally tracked as part of the special facilities database. Similarly, grocery or retail establishments are tracked along with the "shopping" population at large commercial establishments (e.g., shopping malls). 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 the list from the 2003 study.

Telephone calls were made to selected large employers to verify employment numbers and to estimate staffing levels during weekday, weeknight and weekend periods. The results from those calls confirmed that BAO listings provided accurate locations and current, reliable employment numbers for most establishments. Workforce numbers for TMI were provided by Exelon Generation and reflect the peak work force during outage conditions.

Data for hotels, motels and recreational areas were obtained from the TripAdvisor website, the 2011 AAA TourBook for Pennsylvania, and from 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 and local parks 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, it was assumed that there would be 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit and 1.0 vehicle (3 persons) per campsite. For parks, visitation numbers were generally obtained as numbers of vehicles, and an occupancy factor of 3.0 persons per vehicle was assumed. For Hershey Park, assumed occupancy was 2.5 persons per vehicle. For museums and visitor centers, 1.5 persons per vehicle was assumed. Campgrounds were assumed to be fully occupied during summer weekends, and 80% on summer weekdays. Hotels and motels were assumed to be fully occupied for all scenarios.

For shopping centers and sports arenas, vehicle demand was reduced to avoid double counting. It was assumed that at least 50% of attendees and staff are EPZ residents, and half of those would return home before evacuating. Vehicle demand for these facilities was therefore reduced by 25%. Estimates for sports arenas assumed a hockey game at Giant Center in Hershey for winter weeknight and winter weekend 3-4

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates (attendance 10,500), a sports event at Hershey Arena/Stadium (attendance 12,000) for summer weeknight, and a music concert (attendance 16,000) for summer weekend.

Estimated peak attendance at Hershey Amusement Park is 30,000 for winter weekend and for all summer scenarios, based on information provided by Dauphin County. All Hershey Park attendees were considered to come from outside the EPZ..

Visitation at Harrisburg International Airport was estimated based on reported statistics on passenger volume for 2012, assuming that passenger traffic for peak weekday is 20% higher than the monthly average, and that up to 40% of daily passengers may be present at the same time. The estimated daytime work force at the airport is 200 staff.

Population data and vehicle demand estimates for the transient population segment, including the work force, hotels and motels, and recreational areas are presented by facility in Appendix A. Table 3-2 presents a summary of the transient population by Sub-Area for each scenario. A breakdown of population by distance and direction sectors was not developed for transient and special facilities, since state and county agencies rely on population by Sub-Areas for emergency response planning.

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. The special facilities population is summarized in Table 3-3.

3.4.1 Medical, Nursing Care and Correctional Facilities One hospital and nine nursing homes are located in the EPZ, as identified in Appendix A, plus three detention facilities. Nine of these facilities are located in Dauphin County, and four are in Lancaster County. Vehicle occupancy for hospital and nursing home patients is two non-ambulatory patients and one staff per ambulance, 3 non-ambulatory per WC bus, and 20 residents or patients plus 2 staff per vehicle (bus or van) for ambulatory patients, plus one vehicle per staff person who does not evacuate with patients.

3.4.2 Schools and Day Care Sixty four (64) school facilities have been identified within the Three Mile Island EPZ, with a total population of 37,740 students and 6,008 staff. Most of the schools typically have students present only on weekdays during the school year. The Milton Hershey 3-5

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates School, Elizabethtown College and Penn State Harrisburg are residential. Penn State Harrisburg also has regular evening classes. Vehicle occupancy for public schools is based on 48 persons (45 students, 3 staff) per bus, plus one vehicle per additional school staff. Student enrollment for most schools was provided by the counties; any gaps were filled using state-published enrollment information or calls to individual schools.

Fifty four (54) licensed institutional daycare facilities were identified in the EPZ, with an estimated winter daytime population of 4,403 children and 607 staff. Pennsylvania facilities were identified from lists of day care establishments provided by the counties, and facility lists available via internet (childcarecenter.us). The winter day population estimates represent the licensed capacity of each facility; the estimated summer day I population was 20% lower. For smaller day care facilities (up to 20 children), it was assumed that evacuation would be accomplished by private vehicles (staff). Larger facilities would evacuate via bus or van. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents.

Table 3-3 summarizes the special facility population by Sub-Area, for winter and summer weekday, weeknight and weekend periods. A detailed listing of the population and associated vehicle demand for all identified special facilities within the Three Mile Island EPZ is presented in Appendix A.

3.5 Emergency Response Planning Area Population Totals Population and vehicle demand totals for each Sub-Area 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.

The largest population and vehicle demand in the Three Mile Island EPZ are located in Sub-Area 10A in Dauphin County for all cases. The differences in vehicle demand between scenarios are significant, reflecting the important role of employers and recreational facilities in the EPZ. Vehicle demand is highest for summer weekday (163,136) and lowest for winter night (135,649). The differences are largest in Sub-Area 10A, which includes the Hershey Amusement Park and also has the largest shopping centers in the EPZ. 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

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates 3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation of special facilities and residents requiring transport assistance for the EPZ at TMI 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 estimated vehicle demand in Table 3-6. Based on an initial comparison, the number of available vehicles for both ambulatory (bus and van) and non-ambulatory individuals (WC bus, ambulance) would be barely sufficient to meet anticipated demand to evacuate facilities and EPZ residents in a single wave. A two-wave evacuation was therefore assumed, both for the transit-dependent general public, and for selected large health facilities.

3-7

Va ARCADIS Exelon Generation Three Mile Island Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Sub-Area 2A 2 miles 1,570 704 2B 2 miles 3,968 1,779 5A 5 miles 22,202 9,956 5B 5 miles 6,023 2,701 5C 5 miles 6,412 2,875 5D 5 miles 6,989 3,134 IOA 10 miles 84,487 37,887 10B 10 miles 29,595 13,271 10C 10 miles 40,843 18,315 10D 10 miles 23,945 10,738 EPZ total 226,034 101,360 3-8

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Three Mile Island EPZ PODU lation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2A 684 124 105 720 160 150 672 112 83 690 130 105 2B 150 36 57 186 72 102 138 24 35 156 42 57 5A 2,229 1,227 2,367 2,509 1,437 2,697 1,820 953 1,688 1,994 1,087 1,894 5B 701 189 249 851 339 519 686 174 204 761 249 339 5C 546 52 52 546 52 52 546 52 52 546 52 52 5D 470 135 148 470 135 148 470 135 110 470 135 110 10A 44,631 47,406 68,161 62,554 64,659 77,193 29,948 26,466 35,887 38,898 34,835 41,157 10B 1,292 387 1,040 1,815 910 1,270 1,159 254 472 1,333 428 548 10C 5,692 1,345 2,155 6,855 2,452 2,897 5,360 935 1,205 5,735 1,280 1,435 IOD 4,665 1,608 1,713 4,665 1,608 1,713 4,665 1,608 1,399 4,665 1,608 1,399 EPZ total 61,058 52,509 76,047 81,169 71,824 86,741 45,962 31,213 41,135 55,246 39,846 47,096 3-9

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Three Mile Island EPZ PoDulation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2A 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 SA 5,508 982 558 1,095 558 558 1,723 455 94 296 94 94 5B 3,016 2,040 2,040 2,740 2,040 2,040 884 301 301 873 301 301 5C 595 0 0 211 0 0 62 0 0 21 0 0 5D 660 0 0 0 0 0 38 0 0 0 0 0 10A 28,766 7,612 7,612 9,952 3,912 3,912 6,285 1,323 1,323 5,115 1,183 1,183 10B 7,610 2,063 2,063 515 263 263 1,558 997 783 130 33 33 10C 8,569 0 0 608 0 0 533 0 0 55 0 0 10D 5,514 0 0 407 0 0 404 0 0 40 0 0 EPZ total 60,238 12,697 12,273 15,528 6,773 6,773 11,487 3,076 2,501 6,530 1,611 3-10

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand within the Three Mile Island EPZ PoDulation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 2A 2,254 1,694 1,675 2,290 1,730 1,720 1,376 816 787 1,394 834 809 2B 4,118 4,004 4,025 4,154 4,040 4,070 1,917 1,803 1,814 1,935 1,821 1,836 5A 29,939 24,411 25,127 25,806 24,197 25,457 13,499 11,364 11,738 12,246 11,137 11,944 5B 9,740 8,252 8,312 9,614 8,402 8,582 4,271 3,176 3,206 4,335 3,251 3,341 5C 7,553 6,464 6,464 7,169 6,464 6,464 3,483 2,927 2,927 3,442 2,927 2,927 5D 8,119 7,124 7,137 7,459 7,124 7,137 3,642 3,269 3,244 3,604 3,269 3,244 10A 157,884 139,505 160,260 156,993 153,058 165,592 74,620 66,176 75,097 81,900 73,905 80,227 10B 38,497 32,045 32,698 31,925 30,768 31,128 15,988 14,522 14,526 14,734 13,732 13,852 10C 55,104 42,188 42,998 48,306 43,295 43,740 24,208 19,250 19,520 24,105 19,595 19,750 10D 34,124 25,553 25,658 29,017 25,553 25,658 15,807 12,346 12,137 15,443 12,346 12,137 EPZ total 347,330 291,2401314,354 322,731 304,631 319,548 158,809 135,649 144,996 163,136 142,817 150,067 Population totals reflect double-counting between categories (residents, workforce, schools, etc.)

3-11

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Dauphin 421 300 20 36 Cumberland 300 37 35 Lancaster 194 33 2 70 York 176 20 123 55 Total Available 1091 353 182 196 Identified Vehicle Need Schools and Day Care 778 219 Special Facilities* 122 60 70 69 Transit-Dependent Public* 60 48 48 Total Identified Need 960 279 118 117

• Vehicle demand with two-wave evacuation for larger special facilities and transit-dependent resident.

3-12

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Three Mile Island EPZ, an evaluation of the roadway network likely to be used by departing vehicles was undertaken.

ARCADIS relied on several sources of information to define the evacuation roadway network:

• Evacuation routes described in the existing State emergency response plan;

" Maps of highways and local roadways for the EPZ area;

• A field survey of the roadways in the Three Mile Island EPZ.

The primary evacuation routings used in the modeling are indicated in Figure 4.1.

4.2 Evacuation Route Descriptions The evacuation routings were developed to simulate travel out of the EPZ using available roadways. For the Pennsylvania portion of the EPZ, the network relies primarily on the evacuation routings depicted in the Three Mile Island Nuclear Station Evacuation Plan Map (PEMA, 2006). 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 was imported into geographic information system (GIS) software (ESRI ArcGISTM) for conducting field surveys to verify evacuation roadway segment attributes. The 4-1

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates information provided in the public information brochure for the site was used to highlight 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 receptions centers. Once the NAVTEQ data was 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 TMI 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 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 the simulations, background traffic will be included during the initial 2-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 C. Detailed attributes of each roadway segment, such as link number, number of lanes, speed limit, length, and roadway type are also tabulated in Appendix C, and traffic controls are listed for each intersection.

4-2

Exelon Generation Three Mile Island 0 ARCADIS Evacuation Time Estimates Table 4-1: Three Mile Island EPZ Primary Evacuation Routes Township or. Municipality Evacuation Routes Cumberland County New Cumberland, Lower Allen Rte 11 south Dauphin County Hummelstown, Derry, South Hanover Rte 39 north, Rte 743 north Lower Swatara, Londonderry Rte 283 southeast Steelton, Highspire Rte 283 to 1-76 west Royalton, Middletown Local roads north to 1-76 east Swatara, Paxtang, Lower Paxton 1-83 north to 1-81 south Conewago Township Rte 743 north or south to 1-76 east Lancaster County Mount Joy Rte 283 southeast Elizabethtown, West Donegal Rte 743 south, Rte 230 southeast Conoy, East Donegal Rte 441 southeast Lebanon County South Londonderry Rte 322 east York County York Haven, Newberry Rte 295 south to 1-83 south Conewago, Manchester Township 1-83 south Manchester Borough, East Manchester Rte 181 south to 1-83 south Mount Wolf, East Manchester, Springettsbury, Hellam Rte 24 south Dover Rte 74 south Warrington Rte 177 southwest Newberry, Lewisberry, Fairview Rte 382 northwest Goldsboro, Newberry Rte 392 west to 1-83 north Fairview 1-83 north to 1-76 west 4-3

Legend 4 Rhftms Station Location 4 y .~n Reception Center "rawSalga-Landsi East Emergency Evacuation Route

-

• ERPA Division

- Interstate & US Highways

........... :alw

....... . .. Major Roads Minor Roads 30 5 10 mks

Exelon Generation ARCADIS Three Mile Island 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 Evacuation time estimates were developed for evacuation of the full EPZ, and for partial-EPZ evacuation cases based on distance and wind direction. These included evacuation of the following "keyhole" regions:

" 2-mile plus 5-mile, wind from South, SSW, SW: Sub-Areas 2A, 2B, 5A

" 2-mile plus 5-mile, wind from WSW, West: Sub-Areas 2A, 2B, 5A, 5B

• 2-mile plus 5-mile, wind from WNW, NW: Sub-Areas 2A, 2B, 5B

• 2-mile plus 5-mile, wind from NNW, N: Sub-Areas 2A, 2B, 5B, 5C

" 2-mile plus 5-mile, wind from NNE, NE, ENE: Sub-Areas 2A, 2B, 5C

• 2-mile plus 5-mile, wind from E: Sub-Areas 2A, 2B, 5C, 5D

• 2-mile plus 5-mile, wind from ESE: Sub-Areas 2A, 2B, 5D

• 2-mile plus 5-mile, wind from SE, SSE: Sub-Areas 2A, 2B, 5A, 5D

• 5-mile ring plus 10-mile, wind from SSE, S, SSW, SW: Sub-Areas 2 plus 5, 10A

• 5-mile ring plus 10-mile, wind from WSW: Sub-Areas 2 plus 5, 1OA, 1OB

" 5-mile ring plus 10-mile, wind from W, WNW: Sub-Areas 2 plus 5, 10B

• 5-mile ring plus 10-mile, wind from NW, NNW: Sub-Areas 2 plus 5, 10B, 10C 5-1

Exelon Generation Three Mile Island ARCADIS Evacuation Time Estimates

• 5-mile ring plus 10-mile, wind from N, NNE, NE, ENE: Sub-Areas 2 plus 5, 10C

• 5-mile ring plus 10-mile, wind from E : Sub-Areas 2 plus 5, 10C, 10D

• 5-mile ring plus 10-mile, wind from ESE: Sub-Areas 2 plus 5, 10D

• 5-mile ring plus 10-mile, wind from SE: Sub-Areas 2 plus 5, 10D, 10A For all partial-EPZ evacuation cases, "shadow" vehicle demand (20% of residents) is assigned to all Sub-Areas which are not included in the evacuation region, in addition to the region outside of the EPZ.

For the evaluation of "staged evacuation" scenarios, the zones within 2 miles distance (Sub-Areas 2A and 2B), and all of the keyhole 2-mile plus downwind 5-mile zones were simulated.

5.2 Initial Notification The EPZ surrounding TMI 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 television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. Research has shown that a siren/EAS system will reach most of the population quickly, but it is expected to take 30 to 60 minutes for the last 10 to 20% of residents to receive an informational or instructional message, either because they do not hear the sirens or because they do not immediately understand what to do when the sirens sound. 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 work force 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 5-2

Exelon Generation Three Mile Island f ARCADIS Evacuation Time Estimates 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% of 2500 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 survey of EPZ residents, and are consistent with published data from actual historical events (ORNL, 1990). Loading distributions are explained below, and summarized in 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 upon these factors, it is estimated that permanent residents would begin to evacuate over a 3-hour period, taking into account warning diffusion, i.e., the time at which an instructional message is received, and the time for workers to return home before departing. Permanent resident households would begin to evacuate between 15 and 200 minutes after the decision to notify the population to evacuate is made.

Roughly half of the resident population would begin to evacuate within 90 minutes following the evacuation decision, and 90% would depart between 90 and 130 minutes; the last 10% would depart between 130 and 200 minutes. The departure curve is shorter for nights and weekends, because many fewer residents would be returning from work. At night, all residents would depart within 125 minutes. These time profiles 5-3

Exelon Generation Three Mile Island ARCADIS Evacuation Time Estimates reflect the distribution of journey-to-work travel times determined from the telephone survey of residents, and warning diffusion curves determined from observed behavior during evacuations for chemical releases.

5.4.2 Transient Population It was assumed that the work force would also receive initial notification consistent with warning diffusion curves. Itwas also assumed that the majority of the work force would be released expeditiously (i.e., within 15 minutes subsequent to notification), with a smaller number remaining to secure businesses and/or shut down active operations.

The departure time profile following notification is based on telephone survey responses. The first 45% of workers will depart between 15 and 40 minutes, and another 45% will depart within 70 minutes; the final 10% will depart between 70 and 125 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. Previous discussions with emergency preparedness officials indicated that the same time distribution is also reasonable for the other transient population categories within the EPZ, including shopping malls, hotels, motels and recreation areas.

5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would all receive initial notification promptly, via direct phone calls from the county agencies. Based upon 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 2.5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> may be required to assemble buses and drivers, transport vehicles to schools and to 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, school buses were loaded onto the evacuation network from the period between 15 and 175 minutes following the decision to evacuate. The school time profile was also applied for daycare facilities.

5-4

Exelon Generation Three Mile Island ARCADIS Evacuation Time Estimates Evacuation of special facilities (nursing homes, hospitals and prisons) would also require additional time associated with preparation and transport of vehicles to the respective facilities. Those special facilities will also evacuate directly to designated host facilities. Based upon previous studies, it was assumed that these facilities would begin to evacuate between 15 minutes and 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> following notification. The first 25% will depart between 15 and 60 minutes after the decision to evacuate; another 50% between 60 and 105 minutes; and the last 25% between 105 and 190 minutes, reflecting the longer times required for the population needing greater assistance or supervision.

Departure times - TMI

-o 1 a'

L 0.8

~0.6 -esiden0nigh

- resident day "0 '4- -worke "f,0.6 - resident night

,---worker Z 0.4 E 0.2 ,,,,-special U --- transit depend 0 50 100 150 200 time (minutes)

Figure 5-1. Departure Time Distributions for the EPZ for Three Mile Island 5-5

Exelon Generation Three Mile Island ARCADIS Evacuation Time Estimates 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 Vision 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 multi-modal analysis including car, commercial vehicle, bus, train, motorcycles, bicycles, and pedestrians. The two programs work together seamlessly, saving valuable time and resources.

"Venlied Evacuation *Travel limes Nebw~k *Queue Lengths

• OD Matrices "Botlenecks

-Traffic Demand Volumes Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6

Exelon Generation Three Mile Island C ARCADIS Evacuation Time Estimates 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 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 intersection with different type of traffic control such as yield signs, stop signs, and signals. VISSIM also provides a better understating of critical and congested part of the network.

5.5.2 Simulation Process The ETE results include the time to evacuate 90% and 100% 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 the time to evacuate 100% of these population groups was needed.

Consistent with current guidance, vehicle demand for each scenario was based on 100% of the population residing in areas designated for evacuation, plus 20% of the population residing in Sub-Areas outside the designated evacuation area, and 20% 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 changes different input parameters and assumptions such as changes in lane closures, trip generation times, vehicular demand, evacuation routes, and background traffic.

The simulation process can be summarized as follows:

VISUM

1. Create every scenario based on

a. Background traffic

b. Time of day 5-7

Exelon Generation Three Mile Island V2 ARCADIS Evacuation Time Estimates

c. Day of week

d. Weather condition

e. Season

f. Wind Direction

g. Shadow traffic

2. Run Dynamic Traffic Assign to and calculate Permanent and Transient, Shadow, Special Needs/Schools 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.

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% evacuation time (for all wind directions and scenarios, staged and normal evacuations)

a. This applies to evacuation of the PUBLIC only

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

3. Color-coded roadway map at various times (2, 4, 6 hrs) which identifies where long queues exist, including LOS E and F conditions.

5-8

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates

6. Analysis of Evacuation Times 6.1 Evacuation Time Estimate Summary Predicted ETEs for the general population in the EPZ are summarized by scenario in Table 6-1 for the full EPZ and for zones within 2 miles and 5 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 I fewest vehicles; 90% ETEs for the 2-mile zone are 2:40 to 4:10, and 100% ETEs are 3:05 to 4:40.

For the 2-mile plus all 5-mile zones, the 90% ETEs are 3:50 to 5:25, and the 100%

ETEs are 4:05 to 5:50. For the full EPZ, the 90% ETEs are 8:05 to 13:00, while the 100% ETEs are 8:50 to 14:20.

6.2 Comparison with Previous Study The 90% ETEs for the current study are somewhat shorter than the corresponding times from the 2003 study. The 100% ETEs are roughly the same as 2003 estimates.

Vehicle demand for the current study (158,809 for Winter Weekday) is 13% higher than the winter day vehicle demand from 2003 (140,581). The shorter 90% ETEs are predicted despite the addition of background traffic and despite longer departure times (based on the survey of residents).

6.3 All Conditions ETEs for all of the keyhole zone scenarios (2-mile plus downwind 5-mile zones; all 5-mile plus downwind 10-mile zones) are summarized in Table 6-2. Very small differences are predicted for different wind directions, and small differences are predicted based on season, time of day, and weekday versus weekend. ETEs are much longer for the full EPZ or for selected 10-mile zones, compared to scenarios that only include zones to 5 miles. Adverse weather adds 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> or more to 10-mile ETEs. These results reflect the high population and vehicle demand in outer zones.

The long times for evacuating the full EPZ indicate that major traffic congestion occurs in the outer zones.

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 6-1

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates 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 (3:20) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for TMI are shown in Figure 6-1. The departure curves are much steeper at the beginning of Stage 2, because people are able to return home and prepare to depart during Stage 1. Similarly, the transportation resources needed to evacuate schools and special facilities will gather on-site in preparation for evacuation.

Results for staged evacuation scenarios are summarized in Table 6-3. The 90% and 100% ETEs for the staged scenarios are 5 to 10 minutes longer than the times for corresponding "unstaged" ETEs. The modeled results indicate that staged evacuation for TMI would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and a very small penalty, in terms of increased ETEs for the zones which would initially be ordered to shelter.

6.5 Sensitivity to Population Growth and Roadway Impact 6.5.1 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% 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% ETEs for increases of 5, 10, 15 and 20% of the EPZ residential population for the Winter Weekday, 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. Results are illustrated in Figure 6-2. With a 15% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to 10:08, an increase of 23 minutes. With a 20% increase in population, the 90% ETE increased to 10:17, an increase of 32 minutes. These results demonstrate that a population increase of more than 15% above the 2010 census values would be required to cause the ETE to increase by 30 minutes. (Linear extrapolation indicates that a population increase of 19% would produce an ETE increase of approximately 30 minutes.) Since the EPZ residential population for TMI changed by about 12%

between 2000 and 2010, it appears unlikely that an increase of 19% will occur before 2020.

6-2

Exelon Generation C2 ARCADIS Three Mile Island Evacuation Time Estimates The 100% ETEs increased more rapidly than the 90% ETEs, consistent with the general pattern of all ETE results. With a 15% increase in population, the 100% ETE for the full EPZ increased by 30 minutes, from 10:35 to 11:05. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs.

The recommended "update threshold" for the TMI EPZ, based on population growth, is therefore 15%.

6.5.2 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 5 highest volume roadways is removed from service, or capacity is reduced by one lane (for a multi-lane, limited-access roadway such as an interstate highway).

This scenario is specified as Summer Weekday, Normal Weather for the Full EPZ. For Three Mile Island, the five highest-volume roadways for this scenario are listed below:

• US 322 EB - 22,462 vehicles 0 US 322/1-83 NB - 22,207 vehicles

• 1-83 SB (York) - 16,310 vehicles

• 1-76 WB Green Lane - 9,379 vehicles a SR 283 E - 9,291 vehicles Predicted traffic volumes by link for the "base case" simulation with the full roadway network are shown in Figure 6-3.

One lane of one of the highest-volume roadways, US 322/1-83 NB just north of Union Deposit Rd, was removed for the roadway impact scenario. The impact location is shown in Figure 6-4. With this lane unavailable, the ETEs increased from 9:15 (90%)

and 10:05 (100%) to 9:40 (90%) and 10:10 (100%). The traffic flow by link for the roadway impact scenario is shown in Figure 6-4. With one lane unavailable, traffic flow will not change on any other link since evacuees are not supposed to reroute to other roads.

6.6 Performance Metrics for Simulation Model The performance of VISSIM is assessed using standard metrics, consistent with the guidance provided in CR-7002. Table 6-5 provides a summary of simulation 6-3

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates parameters for Winter Day Normal Weather scenario for the full EPZ. Figure 6-5 illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-6 compares the rate of vehicles loading onto the network to the frequency of departures. Both Figure 6-5 and Figure 6-6 illustrate the consequences of traffic congestion, as the rate of vehicles entering the road network is more rapid than the rate at which vehicles exit from the EPZ.

6.7 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 set of bus runs from most of the Dauphin County I quadrant of the EPZ. The first run would begin 120 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:

• 30 minutes for the bus to traverse up to 8 miles at 16 mph, plus 5 minutes per stop for loading at up to 10 ten pickup points (total 80 minutes)

• 40 minutes to travel out to reception center (8 miles @ 12 mph), 10 minutes to unload, 10 minutes to return @ 48 mph (total 60 minutes)

• Repeat pickup (80 min) and travel out of EPZ (20 min). TOTAL = 360 minutes Travel times would be shorter outside of Dauphin County.

For non-ambulatory residents, a two-wave evacuation is also recommended to make effective use of transportation resources. The time sequence would closely parallel the steps outlined above, with longer loading time per stop, but only two or three stops.

Estimated evacuation times for special facilities, schools and daycares located in the EPZ are summarized in Tables 6-5 and 6-6. These times are shorter than the 100%

ETEs for the general population. Facility-specific estimates are 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, buses will require about 10 minutes to load ambulatory residents, while ambulances and wheelchair vans will require up to 30 minutes, with multiple vehicles loading simultaneously. At three large facilities, (Hershey Medical Center, the Middletown Home, and the Masonic Home), estimates are based on a two-wave evacuation. Elapsed time between the "first wave" departure from the EPZ and the return to start Trip 2 is about 75 minutes, slightly longer than the 60-minute turnaround described above for buses serving the transit-dependent public.

6-4

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates While some school buses may mobilize more quickly depending on specific local circumstances, it will generally require on the order of 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. 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. Schools and daycares are expected to evacuate in a single

wave, 6-5

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Three Mile Island General Population Summer Winter Midweek Daytime Evening Midweek Daytime Weekend* Evening Daytime Eng ie Daytime Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal IAdverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas 2A,2B 2-mile Zone 3:20 3:50 2:40 2:40 3:20 4:10 2:40 2:40 2A,2B,5A,5B,5C,5D 5-mile Zone 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:55 ALL 10-mile EPZ 9:55 11:35 8:30 8:15 10:25 13:00 8:30 8:05 2A,2B 2-mile Zone 3:45 4:15 3:05 3:05 3:45 4:40 3:05 3:05 2A,2B,5A,5B,5C,5D 5-mile Zone 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:10 ALL 10-mile EPZ 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50 6-6

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 6-2: Evacuation Times for General Population for Keyhole Zones (a) 2-mile zones plus 5-mile downwind zones 100% Evacuation of Affected Areas

_ _ _ Summer Winter ___

Midweek Daytime Weekend Evening Midweek Daytime Da e Evening W

Daytime Daytime Affected Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation Times 2A,2B,5B,5C N,NW,NNW 4:05 4:45 3:25 3:25 4:05 5:05 3:25 3:25 2A,2B,5C NNE 4:05 4:40 3:20 3:20 4:05 5:05 3:25 3:20 2A,2B,5C,5D NE,ENE 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:55 2A,2B,5D E 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:55 2A,2B,5A,5D ESE,SE 4:05 4:40 3:50 3:50 4:20 5:25 3:55 3:55 2A,2B,5A SSE,S,SSW,SW 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:55 2A,2B,5A,5B WSW,W 4:10 4:50 3:50 3:50 4:20 5:25 3:55 3:55 2A,21B,51B WNW 4:05 4:40 3:25 3:30 4:10 5:10 3:30 3:25 100% Evacuation Times 2A,2B,5B,5C N,NW,NNW 4:40 5:25 3:50 3:55 4:40 5:50 3:55 3:50 2A,2B,5C NNE 4:20 5:00 3:50 3:55 4:40 5:50 3:55 3:50 2A,2B,5C,5D NE,ENE 4:20 5:00 4:10 4:05 4:35 5:45 4:10 4:10 2A,2B,5D E 4:20 5:00 4:10 4:05 4:35 5:45 4:10 4:10 2A,2B,5A,5D ESE,SE 4:40 5:25 4:10 4:05 4:35 5:45 4:10 4:10 2A,2B,5A SSE,S,SSW,SW 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:10 2A,2B,5A,5B WSW,W 4:40 5:25 4:10 4:05 4:40 5:50 4:10 4:10 2A,2B,5B WNW 4:40 5:25 3:50 3:55 4:40 5:50 3:55 3:50 6-7

Exelon Generation Q ARCADIS Three Mile Island Evacuation Time Estimates (b) 5-mile zones plus 10-mile downwind zones Affected 10-mile Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation Times 10C N,NNE,NE 4:55 5:40 4:10 4:05 5:15 6:30 4:20 4:20 10C,10D ENE,E 6:50 7:55 6:00 6:00 7:00 8:45 6:00 6:00 10A,10D ESE,SE 9:55 11:35 8:30 815 10:25 13:00 8:30 8:05 10A SSE,S,SSW 9:55 11:35 8:30 815 10:25 13:00 8:30 8:05 t0A,10B SW,WSW,W 9:55 11:35 8:30 815 10:25 13:00 8:30 8:05 10B WNW 4:55 5:40 4:05 4:05 5:15 6:30 4:20 4:20 10B,10C NW,NNW 4:55 5:40 4:10 4:05 5:15 6:30 4:20 4:20 100% Evacuation Times 10C N,NNE,NE 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:50 10C,10D ENE,E 8:35 9:50 7:15 7:20 8:50 11:00 7:10 7:20 10A,10D ESE,SE 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50 10A SSE,S,SSW 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50 10A,10B SW,WSW,W 10:50 12:30 9:15 9:00 11:25 14:20 9:15 8:50 10B WNW 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:50 10B,10C NW,NNW 5:30 6:15 4:35 4:30 5:45 7:15 4:45 4:50 6-8

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage I ends at 3 hour3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 20 minutes)

Summer .Winter Midweek Daytime Weekend Daytime Evening [ Midweek Daytime

• ___Daytime W

ekn Evening Affected Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

ERPAs Weather: Normal Adverse Normal Normal NormalJ Adverse Normal Normal 90% Evacuation of Affected Areas 2A,2B,5B,5C N,NW,NNW 4:15 4:55 3:35 3:35 4:15 5:15 3:35 3:30 2A,2B,5C NNE 4:15 4:50 3:25 3:25 4:15 5:15 3:35 3:25 2A,2B,5C,5D NE,ENE 4:15 4:50 4:00 4:00 4:30 5:35 4:00 4:00 2A,2B,5D E 4:15 4:50 4:00 4:00 4:30 5:35 4:05 4:05 2A,2B,5A,5D ESE,SE 4:15 4:50 4:00 3:55 4:30 5:35 4:05 4:05 2A,2B,5A SSE,S,SSW,SW 4:20 5:00 4:00 3:55 4:30 5:35 4:05 4:05 2A,2B,5A,5B WSW,W 4:20 5:00 4:00 3:55 4:30 5:35 4:05 4:05 2A,2B,5B WNW 4:15 4:50 3:35 3:35 4:15 5:20 3:35 3:35 100% Evacuation of Affected Areas 2A,2B,5B,5C N,NW,NNW 4:50 5:35 4:00 4:00 4:50 6:00 4:00 4:00 2A,2B,5C NNE 4:30 5:10 4:00 4:00 4:50 6:00 4:00 4:00 2A,2B,5C,5D NE,ENE 4:30 5:10 4:15 4:15 4:45 5:55 4:15 4:15 2A,2B,5D E 4:30 5:10 4:15 4:15 4:45 5:55 4:15 4:15 2A,2B,5A,5D ESE,SE 4:50 5:35 4:15 4:15 4:45 5:55 4:15 4:15 2A,2B,5A SSE,S,SSW,SW 4:50 5:35 4:15 4:15 4:50 6:00 4:15 4:15 2A,2B,5A,5B WSW,W 4:50 5:35 4:15 4:15 4:50 6:00 4:15 4:15 2A,2B,5B WNW 4:50 5:35 4:00 4:00 4:50 6:00 4:00 4:00 6-9

Exelon Generation Q ARCADIS Three Mile Island Evacuation Time Estimates Departure times - TMI F

L.0.8 a' -resident day "0

0. 0.6 - resident night (U

-worker

>0.4 0.4--schools EE0.2 - special 02 --- transit depend 0

0 50 100 150 200 time (minutes)

Figure 6-1. Departure Curves for Stage 2 Zones, Three Mile Island 6-10

Exelon Generation C2 ARCADIS Three Mile Island Evacuation Time Estimates Three Mile Island--Population Growth vs ETE (Full EPZ-90% ETE) 11:00 10:55

= 0.1095x + 0.4335 10:50 _y 10:45 R' = 0.9929 10:40 10:35 E

i= 10:30

• Full EPZ I 10:25 4- Upper 10:20 - Linear (Full EPZ) 10:15 10:10 10:05 10:00 0% 5% 10% 15% 20%

Pop Increase %

Figure 6-2. TMI Sensitivity of ETE to Growth of Residential Population (Winter Weekday, Normal Weather, Full EPZ) 6-11

Exelon Generation C2 ARCADIS Three Mile Island Evacuation Time Estimates Figure 6-3. TMI Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-12

Exelon Generation ARCADiS Three Mile Island Evacuation Time Estimates Figure 6-4. TMI Predicted Traffic Volume by Link with US 322/1-83 NB just north of Union Deposit Rd Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Exiting Vehicles by hour 12000 10000 1A

.C 8000 taJ x 6000 lU

-0 4000 z

2000 0

Simulation Time 10-mile: 90% ETE = 10:25, 100% = 11:25 E 2mile 0 5mile N EPZ Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14

Exelon Generation Q ARCADIS Three Mile Island Evacuation Time Estimates Mobilization vs. ETE 180,000 160,000 140,000 120,000 100,000 0

80,000 E

60,000 40,000 20,000 0

0 100 200 300 400 500 600 700 Time (min)

- Simulation - Mobilization Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 154,970) 6-15

Exelon Generation Va ARCADIS Three Mile Island Evacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Avg Delay (s) 9,652 1,599 13,104 Avg Stop Delay (s) 3,672 615 4,983 Avg # of Stops 2,172 239 3,001 Avg Speed (mph) 20.2 31.4 18.9 Avg Travel Time (min) 146 62 174 6-16

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 6-5: ETE for Special Facilities, Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles* Distance Outbound Travel Time Population* Mobilization Loading to EPZ Travel to EPZ Facility Time Tae (min)

(residents) # Type* Time (min) Boundary Speed Boundary (mi) (mi) (mph) (min)

Hershey Medical Center 436 30 Ambulance 120 to 210 15 4.5 17.6 15 150-240 (trip 2) 225 to 315 15 4.5 17.6 15 255-345 Dauphin County Prison 1,200 40 Bus 120 120 2 25.4 5 245 Dauphin Cy Work Release 360 12 Bus 120 45 2 25.4 5 170 Shaffner Youth Center 63 2 Bus 120 30 2 25.4 5 155 Country Meadows 235 1 Ambulance 90 30 4 17.6 14 134 The Middletown Home 198 16 Ambulance 120 to 210 15 13 39.8 20 155-245 (trip 2) 230 to 320 15 13 39.8 20 265-355 Frey Village 288 1 Ambulance 120 45 13 39.8 20 185 Spring Creek 303 2 Ambulance 120 45 5 58.1 5 170 Grayson View Manor 120 5 Bus 90 30 5 58.1 5 125 Manorcare Nursing 87 1 Home Ambulance 120 30 5 40.2 7 157 Longwood Manor 62 2 Ambulance 120 30 1.5 34.0 3 153 Masonic Home 1,710 15 Ambulance 120 to 180 30 6.5 40.2 10 160-220 (trip 2) 235 to 295 30 6.5 40.2 10 275-335 Rheems Nursing Home 80 1 Ambulance 90 30 2.5 40.2 4 124 "Vehicle number shown is for the indicated (slowest) vehicle type. Other vehicle types will evacuate in same or less time. Numbers for all vehicle types are in Appendix A.

6-17

Exelon Generation Va ARCADIS Three Mile Island Evacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles* Distance to Outbound Travel Time Fa iit op ltin Time ...... Loading arMobilization EPZ Travel toEPZ ETE Facility TimmTypee Boundary: Speed Boundary (min)

(mi) (mph) (min)

Hillside Elementary 494 10 Bus 120 45 7 40.1 10 175 New Cumberland Middle School 425 8 Bus 120 45 7 40.1 10 175 St. Theresa 451 9 Bus 120 45 7 40.1 10 175 Chamber Hills Elementary 235 4 Bus 90 30 3 21.7 8 128 Lawnton Elementary 345 6 Bus 90 30 3 21.7 8 128 Paxtang Elementary 292 6 Bus 90 30 3 21.7 8 128 Rutherford Elementary 407 8 Bus 120 45 3 21.7 8 173 Southside Elementary 643 13 Bus 120 45 1 21.7 3 168 St. Catherine Laboure 454 9 Bus 120 45 3 21.7 8 173 Swatara Junior High 610 12 Bus 120 45 5 21.7 14 179 Tri-Com Elementary 471 9 Bus 120 45 3 21.7 8 173 Hershey Elementary 1,195 23 Bus 120 45 4 44.4 5 170 Hershey High School 1,279 26 Bus 120 45 4 44.4 5 170 Hershey Middle School 961 19 Bus 120 45 4 44.4 5 170 Milton Hershey School 3,700 15/69 BusNan 30 30 4 44.4 5 65 St. Joan of Arc 370 8 Bus 120 45 4 44.4 5 170 State Police Academy 250 5 Bus 90 30 4 44.4 5 125 Foose Elementary 867 18 Bus 120 45 0.5 40.2 1 166 Conewago Elementary 288 6 Bus 90 30 7.5 42.2 11 131 L Dauphin High School 1,754 35 Bus 120 45 7.5 42.2 11 176 6-18

Exelon Generation ARCADIS Three Mile Island Evacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles* lobilizatioi Loading Distance to Outbound Travel Time Mobztion Lding EPZ Travel to EPZ ETE, Facility Population* TimeeType Tme Boundary Speed Boundary (mn)

) (mi) (mi)

((m (mph) (min).

L Dauphin Middle School 1252 26 Bus 120 45 7.5 42.2 11 176 Londonderry Elementary 448 9 Bus 120 45 7.5 42.2 11 176 Nye Elementary 455 9 Bus 120 45 7.5 42.2 11 176 South Hanover Elementary 514 10 Bus 120 45 4 42.2 6 171 Reid Elementary 525 11 Bus 120 45 13 39.8 20 185 Feaser Middle School 677 13 Bus 120 45 13 39.8 20 185 Fink Elementary 238 4 Bus 90 30 13 39.8 20 140 Kunkel Elementary 464 9 Bus 120 45 13 39.8 20 185 Middletown Sr. High School 852 16 Bus 120 45 13 39.8 20 185 Seven Sorrows 248 5 Bus 90 30 13 39.8 20 140 PSU - Capital Campus 1,325 3 Bus 120 45 13 39.8 20 185 Steelton Highspire High School 652 12 Bus 120 45 3 25.4 7 172 Steelton Highspire Elementary 802 16 Bus 120 45 3 25.4 7 172 Bainbridge Elementary 318 6 Bus 90 30 5 40.2 7 127 East High Elementary 679 14 Bus 120 45 5 40.2 7 172 Bear Creek Elementary 660 14 Bus 120 45 5 40.2 7 172 Eliz'town Middle & High Schools 2,434 49 Bus 120 45 5 40.2 7 172 Mill Road Elementary 333 7 Bus 90 30 5 40.2 7 127 Mt. Calvary Christian 351 7 Bus 120 45 5 40.2 7 172 Rheems Elementary 520 10 Bus 120 45 5 40.2 7 172 St. Peters Parochial 74 2 Bus 60 15 5 40.2 7 82 6-19

Exelon Generation 0 ARCADIS Three Mile Island Evacuation Time Estimates Table 6-6: ETE for Schools in Three Mile Island EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles* Mobilization Loading Distance to Outbound Travel Time FaclitoPpultibim Time EPZ Travel to EPZ ETE Facility Population* Type Time Time Boundary Speed Boundary (min)

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

Hayshire Elementary 635 13 Bus 120 45 2 35.3 3 168 Roundtown Elementary 637 13 Bus 120 45 2 35.3 3 168 Sinking Springs 774 16 Bus 120 45 2 35.3 3 168 Central York HS 1,824 37 Bus 120 45 2 35.3 3 168 Conewago Elementary 424 8 Bus 120 45 5 35.3 9 174 Mt. Wolf Early Learning Center 243 5 Bus 90 30 5 35.3 9 129 Northeastern Junior High 648 13 Bus 120 45 5 35.3 9 174 Northeastern Senior High 1,126 23 Bus 120 45 5 35.3 9 174 Orendorf Elementary 457 9 Bus 120 45 5 35.3 9 174 York Haven Elementary 331 6 Bus 90 30 5 35.3 9 129 Spring Forge Int 568 11 Bus 120 45 5 35.3 9 174 Shallow Brook Int 473 9 Bus 120 45 5 35.3 9 174 Crossroads Middle School 715 14 Bus 120 45 12 61.4 12 177 Fairview Elementary 243 5 Bus 90 30 12 61.4 12 132 Fishing Creek Elementary 585 12 Bus 120 45 12 61.4 12 177 Mt. Zion Elementary 239 5 Bus 90 30 12 61.4 12 132 Newberry Elementary 433 8 Bus 120 45 12 61.4 12 177 Red Land High School 1,370 27 Bus 120 45 12 61.4 12 177 Red Mill Elementary 660 13 Bus 120 45 12 61.4 12 177 The Circle School 50 1 Bus 60 15 12 61.4 12 87

• Population numbers include students and staff; vehicle numbers do not include staff vehicles 6-20

V2 ARCADIS Exelon Generation Three Mile Island 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 EPZ for TMI. Traffic control plans for each county were reviewed to confirm that traffic management will be implemented at key intersections on all designated evacuation routes. Predicted queuing at high-volume intersections inside the EPZ is summarized in Table 7-1. The results indicate that average queue length exceeds 400 feet at all ten intersections.

The top four intersections have average queue length of more than 800 feet. All ten intersections are located more than 5 miles from TMI. Six intersections are located east of the Susquehanna River, including five in Dauphin County (three in Hershey).

Four are located in the northwest quadrant, including two in York County and two in New Cumberland.

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 simulations show severe queuing inside the EPZ on several major evacuation routes. These include Route 39 and 322 in Hershey, and 1-83 at the Pennsylvania Turnpike. The maps in Appendix D of predicted average speed by hour on roadway links clearly illustrate how the pattern of congestion evolves during a full-EPZ evacuation scenario. Travel speeds on key routes drop below 20 mph within the first four hours, and that congestion persists for the next 6 or 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br />.

Traffic management measures to reduce or eliminate crossing traffic flows would offer the best prospect to reduce congestion and accelerate traffic flow. Alternative routes to evacuate west from northern York County, rather north via 1-83, would reduce the predicted congestion at the Turnpike entrance. Modeling assumptions at some key intersections (e.g. 1-83 at Turnpike) also bear close examination.

7-1

Exelon Generation Three Mile Island ARCADIS Evacuation Time Estimates Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather)

EPZ Average Intersection Name Type (IN or City or Town Control Type Queue. Volume OUT) (feet)

SR 283 EB Exit to State Highway 743 NB Ramp IN Elizabethtown Two-way stop 1,482 13,924 1-83 NB Exit ramp to 1-76 WB Ramp IN New Cumberland Signalized 1,474 10,146 SR 230 E Harrisburg Pike / Toll House Road T IN Middletown Two-way stop 1,022 4,542 State Highway 743 / Old Hershey Rd T IN Hershey Signalized 804 14,644 SR 39 EB / SR 39 NB Hershey Rd 4 leg IN Hershey Two-way stop 760 5,326 SR 114 / SR 382 T IN Fairview Two-way stop 694 8,496 SR 177 / SR 382 4 leg IN Lewisberry Signalized 623 4,340 SR 114 / SR 262 4 leg IN New Cumberland Two-way stop 606 2,786 US 22 NB Merge to 1-81 WB Ramp IN Harrisburg Two-way stop 524 5,556 US 322 / State Highway 743 4 leg IN Hershey Two-way stop 472 12,956

ARCADIS Exelon Generation Three Mile Island Evacuation Time Estimates

8. References Earth Tech, 2003: Evacuation Time Estimates for Three Mile Island Plume Exposure Pathway Emergency PlanningZone, prepared by Earth Tech, Inc. for Exelon Nuclear, May 2003.

NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparednessin Support of Nuclear Power Plants, NUREG-0654, FEMA-REP-1, Rev. 1, U.S. Nuclear Regulatory Commission, Federal Emergency Management Agency, November 1980.

NRC, 1992: 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.

NRC, 2011: Criteria for 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.

ORNL, 1990: Evaluating Protective Actions for Chemical Agent Emergencies, ORNL-6615, G.O. Rogers, et al., Oak Ridge National Laboratory, prepared for U.S. Department of the Army and Federal Emergency Management Agency, April 1990.

PEMA, 2006: Three Mile Island Nuclear Station Evacuation Plan Map prepared by Pennsylvania Emergency Planning Agency, revised February 2006 8-1

ARCADIS Appendix C Roadway Network Map and Data Table

YThree Mile Island Station i* ETE Analysis 0August 2012 Three Mile Island Station

• Nodes

-- Road Classification Freeway Principal Arterial

- MajorArterial

_____ Minor Arterial

_____ *Collector Local Rd

,,M E'PZ

~ARCADIS 2hft&O rc~u .WartYEnw rm ewt .Buidings

..... .... E elfi Miles* - .. .. Aoedix C - Paae I of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______________(ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

1 84 83 0.076 12 1 Ramp 1500 35 2 84 85 0.12 12 1 Ramp 1500 35 3 87 86 0.267 12 1 Ramp 1500 35 4 87 88 0.128 11 1 Principal Arterial 1600 45 5 88 87 0.128 11 1 Principal Arterial 1600 45 6 89 88 0.257 12 1 Ramp 1500 35 7 90 91 0.057 11 2 Major Arterial 3400 50 8 91 90 0.057 11 2 Major Arterial 3400 50 9 91 92 0.082 12 1 Ramp 1500 35 10 91 93 0.06 11 2 Major Arterial 3400 50 11 93 91 0.06 11 2 Major Arterial 3400 50 12 95 94 0.103 12 1 Ramp 1500 35 13 96 97 0.491 12 2 Freeway 4100 65 14 98 99 0.741 11 1 Ramp 1500 55 15 101 100 0.844 11 1 Ramp 1500 55 16 98 102 0.771 11 1 Ramp 1500 55 17 101 102 0.663 12 1 Freeway 2050 55 18 103 100 0.703 11 1 Ramp 1500 55 19 106 105 0.164 12 1 Ramp 1500 35 20 108 107 0.277 12 1 Ramp 1500 35 21 109 110 0.107 11 2 Major Arterial 3300 45 22 111 110 0.17 12 1 Ramp 1500 35 23 112 113 0.272 12 1 Ramp 1500 35 24 109 114 0.241 12 1 Ramp 1500 35 25 115 116 0.125 11 1 Major Arterial 1200 45 26 115 117 0.021 11 1 Collector/ Local Road 1200 40 27 118 116 0.132 12 1 Ram p 1500 35 28 118 115 0.041 12 1 Ramp 1500 35 29 117 119 0.011 11 1 Major Arterial 1200 45 30 120 115 0.064 11 1 Major Arterial 1200 45 31 121 120 0.07 11 1 Major Arterial 1200 45 32 120 122 0.246 12 1 Ramp 1500 35 33 129 121 0.174 12 1 Ramp 1500 35 34 131 130 0.023 11 1 Major Arterial 1200 45 35 132 121 0.136 11 1 Major Arterial 1200 45 36 133 129 0.075 12 1 Ramp 1500 35 _

37 132 133 0.022 12 1 Ramp 1500 35 _

38 134 133 0.06 12 1 Ramp 1500 35 _

39 136 137 0.124 11 2 Major rterial 3300 45 40 137 136 0.124 11 2 Major Arterial 3300 45 41 138 139 0.091 11 1 Major Arterial 1200 45 42 139 138 0.091 11 1 Major Arterial 1200 45 43 140 141 0.073 12 1 Ramp 1500 35 44 138 142 0.09 11 1 Major Arterial 1200 45 45 142 138 0.09 11 1 Major Arterial 1200 45 46 142 143 0.037 12 1 Ramp 1500 35 47 143 142 0.037 1 12 1 Ramp 1500 35 48 143 144 0.03 12 1 Ramp 1500 35 49 144 143 0.03 12 1 Ramp 1500 35 50 142 144 0.045 11 1 major Arterial 1200 45 51 144 142 0.045 11 1 Major Arterial 1200 45 52 140 145 0.132 1 11 2 Major Arterial 3300 45 53 145 140 0.132 11 2 Major Arterial 3300 45 54 146 147 0.616 11 2 Principal Arterial 3400 45 55 147 146 0.616 11 2 Principal Arterial 3400 45 56 151 1 152 0.152 11 2 1 Principal Arterial 3400 45 Page 1 of 91 Appendix C - Page 2 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF (ph 57 151 153 0063 12 1 Ramp 1500 35 58 153 152 0.111 11 1 Principal Arterial 1600 50 59 155 154 0.446 11 2 Principal Arterial 3400 45 60 156 151 0.149 11 2 Principal Arterial 3400 45 61 154 156 0.132 11 2 Principal Arterial 3400 45 62 157 154 0.152 12 1 Ramp 1500 35 63 157 153 0.18 11 1 Principal Arterial 1600 50 64 158 159 0.009 11 2 Principal Arterial 3400 45 65 159 158 0.009 11 2 Principal Arterial 3400 45 66 161 160 0.181 12 1 Ramp 1500 35 67 163 162 0.197 12 1 Ramp 1500 35 _

68 167 166 0.145 12 2 Freeway 4100 55 69 168 165 0.167 12 2 Freeway 4100 55 70 170 168 0.457 12 2 Freeway 4100 55 71 171 172 0.4 11 1 Ramp 1500 55 72 171 173 1.002 11 1 Ramp 1500 55 73 174 170 0.325 11 1 Ramp 1500 55 74 176 175 0.503 11 1 Ramp 1500 55 75 177 175 1.354 11 1 Ramp 1500 55 76 178 179 0.401 11 1 Ram p 1500 55 77 180 179 0.903 11 1 Ramp 1500 55 78 181 182 0.031 1 11 1 Major Arterial 1700 45 79 182 181 0.031 11 1 Major Arterial 1700 45 80 174 183 0.958 11 1 Ramp 1500 55 81 181 184 0.727 12 1 Ramp 1500 35 82 185 186 0.026 11 1 Major Arterial 1700 45 83 186 185 0.026 11 1 Major Arterial 1700 45 84 187 186 0.577 12 1 Ramp 1500 35 85 185 188 0.646 12 1 Ramp 1500 35 86 188. 189 2.775 12 2 Freeway 4100 55 87 190 191 0.267 11 1 Minor Arterial 1700 40 88 191 190 0.267 11 1 Minor Arterial 1700 40 89 190 192 0.225 12 1 Ramp 1500 35 90 193 190 0.412 12 1 Ramp 1500 35 91 189 194 0.207 12 1 Ramp 1500 35 92 196 195 0.363 12 1 Ramp 1500 35 93 194 196 0.031 11 1 Minor Arterial 1200 40 94 196 194 0.031 11 1 Minor Arterial 1200 40 95 197 198 0.073 11 1 Major Arterial 1200 45 96 198 197 0.073 11 1 Major Arterial 1200 45 97 199 200 0.606 12 1 Ram p 1500 35 98 197 199 0.194 12 1 Ramp 1500 35 99 197 201 0.2 11 1 Major Arterial 1200 45 100 201 197 0.2 11 1 Major Arterial 1200 45 101 201 199 0.101 12 1 Ramp 1500 35 102 202 198 0.32 12 1 Ramp 1500 35 103 202 201 0.106 12 1 Ramp 1500 35 104 204 203 0.628 12 1 Ramp 1500 35 105 206 205 0.43 12 2 Freeway 4100 65 106 203 207 0.072 12 1 Ramp 1500 35 107 206 208 0.485 12 -1 Ramp 1500 35 108 209 205 0.341 12 1 Ramp 1500 35 109 208 209 0.042 11 1 Major Arterial 1700 45 110 209 208 0.042 11 1 Major Arterial 1700 45 ill 207 210 0.141 11 1- Major Arterial 1700 45 112 210 207 0.141 11 1 Major Arterial 1700 45 113 203 210 0.16 12 1 Ramp 1500 35 Page 2 of 91 Appendix C - Page 3 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 114 207 211 0.165 12 1 Ramp 1500 35 115 212 211 0.272 12 1 Ramp 1500 35 116 210 212 0.101 11 1 Major Arterial 1700 45 117 212 210 0.101 11 1 Major Arterial 1700 45 118 209 213 0.64 11 1 Major Arterial 1700 40 119 213 209 0.64 11 1 Major Arterial 1700 40 120 213 214 0.039 11 1 Major Arterial 1700 40 121 214 213 0.039 11 1 Major Arterial 1700 40 122 215 202 0.71 12 1 Ramp 1500 35 123 213 216 0.31 12 1 Ramp 1500 35 124 211 217 0.657 12 1 Ramp 1500 35 125 218 214 0.364 12 1 Ramp 1500 35 126 218 216 0.267 12 2 Freeway 4100 65 127 219 218 1.208 12 2 Freeway 4100 65 128 220 221 0.836 11 1 Minor Arterial 1700 40 129 221 220 0.836 11 1 Minor Arterial 1700 40 130 222 220 0.187 12 1 Ramp 1500 35 131 224 223 0.313 12 1 Ramp 1500 35 132 226 225 0.2 12 1 Ramp 1500 35 133 227 228 0.97 12 2 Freeway 4100 65 134 227 229 0.214 12 1 Ramp 1500 35 135 231 232 0.753 12 1 Ramp 1500 35 136 234 233 0.786 12 1 Ramp 1500 35 137 236 235 0.321 12 .2 Freeway 4100 65 138 237 238 0.327 11 1 Minor Arterial 1700 40 139 238 237 0.327 11 1 Minor Arterial 1700 40 140 239 237 0.084 12 1 Ramp 1500 35 141 240 235 0.326 12 1 Ramp 1500 35 142 240 241 0.044 11 1 MinorArterial 1700 40 143 241 240 0.044 11 1 Minor Arterial 1700 40 144 233 242 0.668 12 1 Ramp 1500 35 145 243 231 0.778 12 1 Ramp 1500 35 146 244 245 0.062 11 1 Major Arterial 1700 45 147 245 244 0.062 11 1 Major Arterial 1700 45 148 244 246 0.459 12 1 Ramp 1500 35 149 247 250 0.09 12 1 Ramp 1500 35 150 249 250 0.224 12 1 Ramp 1500 35 151 250 251 0.308 12 1 Ramp 1500 35 152 253 254 0.042 11 1 Major Arterial 1200 45 153 254 253 0.042 11 1 Major Arterial 1200 45 154 253 255 0.003 11 1 Major Arterial 1200 45 155 255 253 0.003 11 1 Major Arterial 1200 45 156 255 256 0.031 12 1 Ramp 1500 35 157 257 254 0.048 12 1 Ramp 1500 35 158 257 253 0.03 12 1 Ramp 1500 35 159 258 259 0.036 11 1 Major Arterial 1200 45 160 259 258 0.036 11 1 Major Arterial 1200 45 161 261 260 0.162 12 1 Ramp 1500 35 162 260 258 0.033 12 1 Ramp 1500 35 163 258 262 0.031 11 1 Major Arterial 1200 45 164 262 258 0.031 11 1 Major Arterial 1200 45 165 260 262 0.042 12 1 Ramp 1500 35 166 264 263 0.149 12 1 Ramp 1500 35 167 265 257 0.132 12 1 Ramp 1500 35 168 266 265 0,726 12 2 Freeway 4100 65 169 267 266 0.24 12 1 Ramp 1500 35 170 268 269 0.025_ 11 1 Minor Arterial 1200 40 Page 3 of 91 Appendix C - Page 4 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 171 269 268 0.025 11 1 Minor Arterial 1200 40 172 230 270 0.01 11 2 Principal Arterial 3400 45 173 270 230 0.01 11 2 Principal Arterial 3400 45 174 271 268 0.029 12 1 Ramp 1500 35 175 270 272 0.207 11 2 Principal Arterial 3700 50 176 273 230 0.198 11 2 Principal Arterial 3700 50 177 272 273 0.007 11 1 Principal Arterial 1600 45 178 273 272 0.007 11 1 Principal Arterial 1600 45 179 278 279 0.027 11 1 Minor Arterial 1200 40 180 279 278 0.027 11 1 Minor Arterial 1200 40 181 274 276 0.011 11 1 Minor Arterial 1700 40 182 276 274 0.011 11 1 Minor Arterial 1700 40 183 280 278 0.027 12 1 Ramp 1500 35 184 280 279 0.03 12 1 Ramp 1500 35 185 281 282 0.036 11 1 Minor Arterial 1700 40 186 282 281 0.036 11 1 Minor Arterial 1700 40 187 275 281 0.217 12 -1 Ramp 1500 35 188 282 283 0.036 12 1 Ramp 1500 35 189 281 283 0.052 12 1 Ramp 1500 35 190 283 284 0.252 12 1 Ramp 1500 35 191 285 286 0.006 11 1 Major Arterial 1200 45 192 286 285 0.006 11 1 Major Arterial 1200 45 193 285 287 0.207 12 1 Ramp 1500 35 194 289 288 0.225 12 1 Ramp 1500 35 195 290 286 0.173 12 1 Ramp 1500 35 196 288 291 0.265 12 1 Ramp 1500 35 197 293 292 0.241 12 1 -Ramnp 1500 35 198 295 296 0.104 12 1 Ramp 1500 35 199 295 297 0.153 12 2 Freeway 4100 55 200 298 297 0.089 12 1 Ramp 1500 35 201 296 298 0.04 12 1 Ramp 1500 35 202 299 300 0.082 11 1 Minor Arterial 1700 40 203 300 299 0.082 11 1 Minor Arterial 1700 40 204 298 301 0.047 11 1 Major Arterial 1700 45 205 301 298 0.047 11 1 Major Arterial 1700 45 206 296 301 0.066 12 1 Ramp 1500 35 207 298 302 0.045 11 1 Major Arterial 1700 45 208 302 298 0.045 11 1 Major Arterial 1700 45 209 301 302 0.073 1 11 1 Collector)/ Local Road 1700 40 210 303 304 1.079 12 2 Freeway 4100 65 211 305 306 0.058 12 1 Ram p 1500 35 212 297 307 0.359 12 2 Freeway 4100 55 213 307 308 0.115 12 2 Freeway 4100 55 214 303 309 0.831 12 1 Ramp 1500 35 215 310 305 0.153 12 1 Ramp 1500 35 216 310 311 0.102 12 2 Freeway 4100 55 217 307 312 0.156 12 1 Ramp 1500 35 218 312 313 0.085 12 1 Ramp 1500 35 219 317 316 0.217 12 1 Ramp 1500 35 220 318 319 0.019 11 1 Minor Arterial 1700 40 221 319 318 0.019 11 1 Minor Arterial 1700 40 222 320 321 0.214 12 2 Freeway 4100 55 223 320 322 0.237 12 1 Ramp 1500 35 224 324 325 0.245 12 1 Ramp 1500 35 225 326 327 0.461 12 2 Freeway 4100 55 226 328 329 0.017 12 1 Ramp 1500 35 227 325 330 0.238 12 1 Ramp 1500 35 Page 4 of 91 Appendix C - Page 5 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle Data Table IlandNGSRoadway Link # U-Node D-Node Length (mi)

Lane Width (ft)

Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ ______ Lanes Rate________

228 326 328 0.19 12 1 Ramp 1500 35 229 331 332 0.072 11 1 Major Arterial 1200 45 230 332 331 0.072 11 1 Major Arterial 1200 45 231 335 334 0.332 12 1 Ramp 1500 35 232 336 337 0.105 12 1 Minor Arterial 1700 35 233 337 336 0.105 12 1 Minor Arterial 1700 35 234 338 336 0,254 12 1 Ramp 1500 35 235 339 340 0.029 12 1 Ramp 1500 35 236 339 341 0.025 12 1. Minor Arterial 1700 35 237 341 339 0.025 12 1 Minor Arterial 1700 35 238 342 343 0.222 12 1 Ramp 1500 35 239 344 345 0.022 11 1 Minor Arterial 1700 40 240 345 344 0.022 11 1 Minor Arterial 1700 40 241 346 347 0.3 12 2 Freeway 4100 60 242 349 350 0.053 12 1 Ramp 1500 35 243 351 349 0.194 12 1 Ramp 1500 35 244 343 352 0.23 12 1 Ramp 1500 35 245 349 353 0.045 12 1 Ramp 1500 35 246 350 353 0.029 11 1 Major Arterial 1700 45 247 353 350 0.029 11 1 Major Arterial 1700 45 248 346 344 0.175 12 1 Ramp 1500 35 249 354 355 0.053 12 1 Ramp 1500 35 250 353 354 0.043 11 1 Major Arterial 1700 45 251 354 353 0.043 11 1 Major Arterial 1700 45 252 356 348 0.099 12 1 Ramp 1500 35 253 344 357 0.024 12 1 Ramp 1500 35 254 344 358 0.098 11 1 Minor Arterial 1700 40 255 358 344 0.098 11 1 Minor Arterial 1700 40 256 359 360 0.091 11 1 Major Arterial 1700 45 257 360 359 0.091 11 1 Major Arterial 1700 45 258 360 361 0.085 11 1 Minor Arterial 1700 40 259 361 360 0.085 11 1 Minor Arterial 1700 40 260 361 362 0.149 12 1 Ramp 1500 35 261 363 364 0.01 11 1 Minor Arterial 1200 40 262 364 363 0.01 11 1 Minor Arterial 1200 40 263 366 365 0.471 12 2 Freeway 4100 65 264 370 371 0.571 12 1 Ramp 1500 35 265 370 369 0.368 12 2 Freeway 4100 65 266 373 372 0.175 12 1 Ramp 1500 35 267 372 374 0.055 11 1 Major Arterial 1200 45 268 374 372 0.055 11 1 Major Arterial 1200 45 269 374 375 0.065 12 1 Ramp 1500 35 270 372 376 0.01 11 1 Major Arterial 1200 45 271 376 372 0.01 11 1 Major Arterial 1200 45 272 376 375 0.019 12 1 Ramp 1500 35 273 376 377 0.104 11 1 Major Arterial 1200 45 274 377 376 0.104 11 1 Major Arterial 1200 45 275 378 379 0.009 11 1 Minor Arterial 1200 40 276 379 378 0.009 11 1 Minor Arterial 1200 40 277 380 381 0.19 12 1 Ramp 1500 35 278 377 380 0.024 12 1 Ramp 1500 35 279 382 380 0.034 12 1 Ramp 1500 35 280 377 382 0.022 11 1 Major Arterial 1200 45 281 382 377 0.022 11 1 Major Arterial 1200 45 282 375 383 0.153 12 1 Ramp 1500 35 283 384 385 0.025 12 1 Minor Arterial 1100 35 284 385 384 0.025 12 1 Minor Arterial 1100 35 Page 5 of 91 Appendix C - Page 6 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 285 386 384 0.028 12 1 Ramp 1500 5 286 387 386 0.181 12 1 Ramp 1500 35 287 389 388 0.185 12 1 Ramp 1500 35 288 389 390 0.423 12 2 Freeway 4100 60 289 391 392 0.101 11 1 Minor Arterial 1700 40 290 392 391 0.101 11 1 Minor Arterial 1700 40 291 393 394 0.423 12 2 Freeway 4100 60 292 395 394 0.219 12 1 Ramp 1500 35 293 391 395 0.022 12 1 Ramp 1500 35 294 396 390 0.175 11 1 Ramp 1500 40 295 397 391 0.024 12 1 Ramp 1500 35 296 393 397 0.164 12 1 Ramp 1500 35 297 398 395 0.044 12 1 Ramp 1500 35 298 391 398 0.03 11 1 Minor Arterial 1700 40 299 398 391 0.03 11 1 Minor Arterial 1700 40 300 397 398 0.039 12 1 Ramp 1500 35 301 398 399 0.16 11 1 Minor Arterial 1700 40 302 399 398 0.16 11 1 Minor Arterial 1700 40 303 400 399 0.052 11 1 Collector/I Local Road 1700 40 304 400 401 0.043 11 1 Major Arterial 1700 45 305 401 400 0.043 11 1 Major Arterial 1700 45 306 399 401 0.029 1 11 1 Minor Arterial 1700 40 307 401 399 0.029 11 1 Minor Arterial 1700 40 308 401 402 0.027 11 1 Major Arterial 1200 45 309 402 401 0.027 11 1 Major Arterial 1200 45 310 399 402 0.043 11 1 Collector/ Local Road 1200 40 311 403 404 0.058 12 1 Ramp 1500 35 312 406 405 0.093 12 2 Freeway 4100 60 313 407 408 0.032 12 1 Ramp 1500 35 314 407 409 0.013 11 1 Principal Arterial 1600 45 315 409 407 0.013 11 1 Principal Arterial 1600 45 316 410 411 0.098 12 2 Freeway 4100 60 317 412 408 0.057 12 1 Ramp 1500 35 318 407 412 0.043 11 1 Principal Arterial 1600 45 319 412 407 0.043 11 1 Principal Arterial 1600 45 320 412 413 0.095 11 1 Principal Arterial 1600 45 321 413 412 0.095 11 1 Principal Arterial 1600 45 322 414 413 0.044 12 1 Ramp 1500 35 323 414 415 0.029 1 12 1 Ramp 1500 35 324 413 415 0.032 11 1 Principal Arterial 1600 45 325 415 413 0.032 11 1 Principal Arterial 1600 45 326 416 417 0.037 12 1 Ramp 1500 35 327 416 418 0.024 11 1__ Principal Arterial 1600 45 328 418 416 0.024 11 1 1 Principal Arterial 1600 45 329 131 132 0.01 11 1 Collector/I Local Road 1200 40 330 419 420 0.116 11 1 Major Arterial 1700 45 331 420 419 0.116 11 1__ Major Arterial 1700 45 332 419 421 0.329 11 1 Major Arterial ___1700 45 333 1 421 419 0.329 11 1 Major Arterial 1700 45 334 421 423 0.115 11 1 Minor Arterial ___1700 40 335 423 421 0.115 11 1 Minor Arterial 1700 40 336 419 424 0.567 12 1 Ramp 1500 35 337 426 427 0.503 12 1 Ramp 1500 35 338 426 424 0.32 12 2 Freeway 4100 55 339 429 428 0.289 12 1 Ramp 1500 35 340 421 430 0.633 12 1 Ramp 1500 35 341 429 431 0.222 12 2 Freeway 4100 60 Page 6 of 91 Appendix C - Page 7 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle Data Table IlandNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ ______ (ml) Width (ft) Lanes Rate________

342 432 433 0.24 12 1 Ramp 1500 35 343 434 432 0.037 12 1 Ramp 1500 35 344 435 434 0.03 12 1 Ramp 1500 35 345 436 435 0.234 12 1 Ramp 1500 35 346 437 432 0.068 12 1 Ramp 1500 35 347 434 437 0.054 12 2 Major Arterial 2850 35 348 437 434 0.054 12 2 Major Arterial 2850 35 349 435 437 0.071 12 1 Ramp 1500 35 350 438 439 0.289 11 1 Ramp 1500 55 351 438 440 0.102 11 2 Principal Arterial 3700 50 352 441 440 0.195 11 1 Ramp 1500 55 353 442 443 0.196 11 1 Ramp 1500 55 354 444 445 0.17 11 1 Ramp 1500 55 355 446 447 0.121 11 1 Ramp 1500 55 356 444 448 0.101 12 2 Freeway 4100 55 357 449 448 0.183 11 1 Ramp 1500 55 358 450 451 0.148 12 1 Ramp 1500 35 359 450 452 0.115 11 1 Minor Arterial 1700 40 360 452 450 0.115 11 1 Minor Arterial 1700 40 361 454 455 0.021 11 1 Major Arterial 1700 45 362 454 456 0.221 12 1 Ramp 1500 35 363 457 458 0.193 12 1 Ramp 1500 35 364 459 460 0.122 11 2 Principal Arterial 3400 45 365 460 459 0.122 11 2 Principal Arterial 3400 45 366 461 462 0.482 12 2 Freeway 4100 60 367 463 464 0.039 12 1 Ramp 1500 3 368 459 463 0.032 11 2 Principal Arterial 3400 45 369 463 459 0.032 11 2 Principal Arterial 3400 45___

370 465 466 0.062 11 1 Principal Arterial 1600 45___

371 466 465 0.062 11 1 Principal Arterial 1600 45___

372 468 467 0.262 12 1 Ramp 1500 35___

373 461 469 0.326 12 1 Ramp 1500 35___

374 470 457 0.749 12 2 Freeway 4100 5 375 471 472 0.106 12 1 Ramp 1500 35 376 473 472 0.14 12 2 Freeway 4100 65 377 471 474 0.004 11 1 Principal Arterial 1700 45 378 474 471 0.004 11 1 Principal Arterial 1700 45 379 473 474 0.112 12 1 Ramp 1500 35 380 476 475 0.029 12 1 Ramp 1500 35 381 475 477 0.032 11 2 Principal Arterial 3400 45 382 477 475 0.032 11 2 Principal Arterial 3400 45 383 478 470 0.134 12 1 Ramp 1500 35 384 475 479 0.093 11 2 Principal Arterial 3400 45 385 479 475 0.093 11 2 Principal Arterial 3400 45 386 481 480 0.132 12 1 Ramp 1500 35d 387 482 483 0.085 11 2 Major Arterial 3300 45 388 484 478 0.065 12 1 Ramp 1500 35 389 485 482 0.031 11 2 Major Arterial 3300 45 390 485 486 0.007 11 1 Collector /Local Road 1700 40 391 487 485 0.061 11 2 Major Arterial 3300 45 392 488 470 0.332 12 2 Freeway 4100 55 393 481 489 0.318 12 2 Freeway 4100 55 394 480 490 0.065 12 1 Ramp 1500 35 395 491 487 0.007 11 1 1Collector/ Local Road 1700 40 396 492 487 0.039 11 2 Major Arterial 3300 45 397 474 479 0.134 11 1 Principal Arterial 1700 45 398 479 474 0.134 11 1 Principal Arterial 1700 45 Page 7 of 91 Appendix C - Page 8 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Nodle Length Lane Number of Roadway Type Ratraeio FlowhrFFS (mph)

_______(ml) Width (ft) Lanes Rate_____ ________

399 487 493 0.021 12 1 Ramp 1500 35 400 492 493 0.048 12 1 Ramp 1500 35 401 494 482 0.04 12 1 Ramp 1500 35 402 494 485 0.026 12 1 Ramp 1500 35 403 496 495 0.17 12 1 Ramp 1500 35 404 493 489 0.122 12 1 Ram p 1500 35 405 488 494 0.119 12 1 Ramp 1500 35 406 499 498 0.175 12 1 Ramp 1500 35 407 499 500 0.103 11 1 Major Arterial 1200 45 408 500 499 0.103 11 1 Major Arterial 1200 45 409 502 501 0.316 12 2 Freeway 4100 60 410 502 500 0.186 12 1 Ramp 1500 35 411 500 501 0.138 12 1 Ramp 1500 35 412 503 499 0.215 12 1 Ramp 1500 35 413 505 504 0.265 12 1 Ramp 1500 35 414 507 506 0.266 11 1 Ramp 1500 55 415 508 509 0.054 11 2 Principal Arterial 3700 50 416 510 511 0.006 11 1 Collector/ Local Road 1700 45 417 511 510 0.006 11 1 Collector/ Local Road 1700 45 418 512 510 0.042 11 2 Principal Arterial 3400 45 419 514 513 0.199 12 1 Ramp 1500 35 420 510 515 0.046 12 1 Ramp 1500 35 421 512 515 0.063 12 1 Ramp 1500 35 422 517 516 0.024 11 2 Principal Arterial 3400 45 423 518 519 0.167 12 1 Ramp 1500 35 424 521 520 0.194 12 1 Ram p 1500 35 425 522 523 0.183 12 1 Ramp 1500 35 426 524 522 0.036 12 1 Ramp 1500 35 427 524 520 0.035 11 2 Principal Arterial 3400 45 428 517 524 0.016 11 1 Collector/ Local Road 1700 45 429 525 522 0.046 12 1 Ramp 1500 35 430 526 516 0.169 12 1 Ramp 1500 35 431 515 527 0.151 12 1 Ramp 1500 35 432 528 529 0.209 12 2 Freeway 4100 65 433 530 531 0.029 12 1 Ramp 1500 35 434 532 533 0.022 11 1 Major Arterial 1700 45 435 533 532 0.022 11 1 Major Arterial 1700 45 436 535 534 0.376 12 2 Freeway 4100 65 437 536 532 0.022 12 1 Ramp 1500 35 438 537 534 0.177 12 1 Ramp 1500 35 439 538 539 0.198 12 1 Ramp 1500 35 440 541 540 0.119 12 1 Ramp 1500 5 441 541 542 0.208 12 2 Freeway 4100 60 442 540 543 0.095 12 1 Minor Arterial 1100 35 443 543 540 0.095 12 1 Minor Arterial 1100 35 444 543 544 0.116 12 1 Ramp 1500 5 445 540 542 0.106 12 1 Ramp 1500 5 446 545 543 0.114 12 1 Ram p 1500 5 447 546 547 0.156 12 1 Ramp 1500 35 448 548 546 0.06 12 1 Ramp 1500 35 449 548 549 0.033 11 1 Minor Arterial 1200 40 450 549 548 0.033 11 1 Minor Arterial 1200 40 451 549 546 0.048 12 1 Ramp 1500 35 452 550 551 0.014 11 1 Minor Arterial 1200 40 453 551 550 0.014 11 1 Minor Arterial 1200 40 454 552 550 0.017_ 12 1 Ramp 1500 35 455 553 554 0.05 12 1 Ramp 1500 35 Page 8 of 91 Appendix C - Page 9 of 104

Appendix C Three Mile Island NGS AppedixThre IlandNGSRoadway Network Mle Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh LinkU UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr FS(mh 456 553 555 0.035 11 1 Minor Arterial 1200 40 _

457 555 553 0.035 11 1 Minor Arterial 1200 40 _

458 556 555 0.043 12 1 Ramp 1500 35 459 555 557 0.036 11 1 Minor Arterial 1200 40 460 557 555 0.036 11 1 Minor Arterial 1200 40 _

461 556 557 0.056 12 1 Ramp 1500 35 _

462 562 561 0.117 12 2 Freeway 4100 60 463 563 564 0.216 11 1 Ramp 1500 55 464 563 565 0.047 11 2 Major Arterial 3400 50 465 565 563 0.047 11 2 Major Arterial 3400 50 466 565 566 0.111 11 2 Major Arterial 3400 50 467 566 565 0.111 11 2 Major Arterial 3400 50 468 566 561 0.229 11 1 Ramp 1500 55 469 566 567 0.053 11 2 Major Arterial 3400 50 470 567 566 0.053 11 2 Major Arterial 3400 50 471 568 567 0.043 11 1 Ramp 1500 55 472 565 569 0.209 11 1 Ramp 1500 55 473 571 570 0.288 11 1 Ramp 1500 55 474 572 573 0.184 11 1 Ramp 1500 55 475 572 569 0.107 12 2 Freeway 4100 60 476 575 576 0.041 11 1 Major Arterial 1200 45 477 576 575 0.041 11 1 Major Arterial 1200 45 478 577 575 0.087 12 1 Ramp 1500 35 479 577 578 0.181 12 2 Freeway 4100 65 480 575 579 0.072 11 1 Major Arterial 1200 45 _

481 579 575 0.072 11 1 Major Arterial 1200 45 _

482 579 580 0.167 12 1 Ram p 1500 35 483 575 581 0.019 12 1 Ramp 1500 35 484 576 581 0.037 12 1 Ramp 1500 35 485 581 578 0.108 12 1 Ramp 1500 35 486 582 579 0.141 12 1 Ramp 1500 35 487 583 584 0.028 12 1 Ramp 1500 35 _

488 583 585 0.027 11 1 Major Arterial 1200 45 489 585 583 0.027 11 1 Major Arterial 1200 45 490 585 584 0.019 12 1 Ramp 1500 35 491 587 586 0.022 12 1 Ramp 1500 35 492 585 586 0.048 11 1 Major Arterial 1200 45 493 586 585 0.048 11 1 Major Arterial 1200 45 494 586 588 0.027 11 1 Major Arterial 1700 45 495 588 586 0.027 11 1 Major Arterial 1700 45 496 587 588 0.029 12 1 Ramp 1500 35 497 589 583 0.029 12 1 Ramp 1500 35 _

498 589 585 0.019 12 1 Ramp 1500 35 499 586 590 0.023 12 1 Ramp 1500 35 500 588 590 0.032 12 1 Ramp 1500 35 501 591 589 0.154 12 1 Ramp 1500 35 502 590 592 0.222 12 1 Ramp 1500 35 _

503 594 157 0.167 11 1 Principal Arterial 1600 50 504 153 594 0.013 11 1 Collector/ Local Road 1200 45 505 555 554 0.039 12 1 Ramp 1500 35 506 533 596 0.043 11 1 Major Arterial 1700 45 507 596 533 0.043 11 1 Major Arterial 1700 45 508 535 536 0.155 12 1 Ramp 1500 35 509 536 533 0.014 12 1 Ramp 1500 35 510 532 537 0.035 12 1 Ramp 1500 35 511 533 537 0.032 12 1 Ramp 1500 35 512 539 597 0.032 12 1 Ramp 1500 35 Page 9 of 91 Appendix C - Page 10 of 104

Appendix C Three Mile Island INGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 513 539 598 0.021 12 1 Ramp 1500 35 514 483 484 0.082 11 2 Major Arterial 3300 45 515 480 491 0.04 12 1 Ramp 1500 35 516 491 490 0.037 11 2 Major Arterial 3300 45 517 486 478 0.053 12 1 Ramp 1500 35 518 484 486 0.034 11 2 Major Arterial 3300 45 519 486 491 0.06 11 2 Major Arterial 3300 45 520 458 599 0.034 1 12 1 Ramp 1500 35 521 458 455 0.032 12 1 Ramp 1500 35 522 601 600 0.183 11 1 Major Arterial 1700 45 523 169 602 0.083 11 1 -MinorArterial 1700 40 524 602 169 0.083 11 1 Minor Arterial 1700 40 525 164 603 0.253 1 11 1 Minor Arterial 1700 40 526 603 164 0.253 11 1 Minor Arterial 1700 40 527 221 219 0.108 12 1 Ramp 1500 35 528 220 604 0.156 11 1 Minor Arterial 1700 40 529 604 220 0.156 11 1 Minor Arterial 1700 40 530 229 605 0.609 11 1 Minor Arterial 1700 40 531 605 229 0.609 11 1 Minor Arterial 1700 40 532 605 228 0.204 12 1 Ram p 1500 35 533 371 606 0.215 12 1 Ramp 1500 35 534 427 607 0.373 12 1 Ramp 1500 35 535 427 420 0.219 12 1 Ramp 1500 35 536 420 607 0.185 11 1 Major Arterial 1700 45 537 607 420 0.185 11 1 Majo r Arterial 1700 45 538 455 452 0.007 11 1 Minor Arterial 1700 40 539 469 459 0.018 12 1 Ramp 1500 35 540 469 463 0.039 12 1 Ramp 1500 35 541 459 464 0.023 12 1 Ramp 1500 35 542 464 462 0.148 12 1 Ramp 1500 35 543 460 608 0.029 1 11 2 Principal Arterial 3400 45 544 608 460 0.029 11 2 Principal Arterial 3400 45 545 608 468 0.039 12 1 Ramp 1500 35 546 460 468 0.029 12 1 Ramp 1500 35 547 388 609 0.055 12 1 Ramp 1500 35 548 392 609 0.042 11 1 Minor Arterial 1700 40 549 609 392 0.042 11 1 Minor Arterial 1700 40 550 388 392 0.032 12 1 Ramp 1500 35 551 609 396 0.07 11 1 Ramp 1500 40 552 392 396 0.043 12 1 Ramp 1500 35 553 573 560 0.091 11 1 Ram p 1500 55 554 573 563 0.052 11 1 Ramp 1500 55 555 560 563 0.065 11 2 Major Arterial 3400 50 556 563 560 0.065 11 2 Major Arterial 3400 50 557 562 568 0.187 11 1 Ramp 1500 55 558 568 571 0.069 11 1 Ramp 1500 55 559 404 409 0.052 11 1 Principal Arterial 1600 45 560 409 404 0.052 1 11 1 Principal Arterial 1600 45 561 403 409 0.024 12 1Ramp 1500 35 562 415 418 0.007 11 1 Principal Arterial 1600 45 563 418 415 0.007 11 __ 1 Principal Arterial 1600 45 564 417 411 0.154 12 1 Ramp 1500 35 565 418 417 0.029 12 1 Ramp 1500 35 566 615 616 0.096 11 1 Major Arterial 1 1200 1 45 567 616 615 0.096 11 1 Major Arterial 1200 45 568 141 145 0.126 12 1 Ramp 1500 35 569 139 617 0.089 12 1 Ramp 1 1500 35 Page 10 of 91 Appendix C - Page 11 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Link U-Node D-Node Length Lane Number of "Roadway Type Saturation Flow FFS (mph)

Link__UNod D-Nod_ (mi) Width (ft) Lanes Rate (veh/hr) FFS_(mph 570 617 139 0.089 12 1 Ramp 1500 35 571 138 617 0.063 12 1 Ramp 1500 35 572 617 138 0.063 12 1 Ramp 1500 35 573 141 617 0.046 12 1 Ramp 1500 35 574 617 141 0.046 12 1 Ramp 1500 35 575 136 618 0.071 12 1 Ramp -1500 35 576 143 618 0.091 12 1 Ramp 1500 35 577 618 143 0.091 12 1 Ramp 1500 35 578 618 137 0.124 12 1 Ramp 1500 35 579 620 619 0.063 12 1 Ramp 1500 35 580 621 476 0.153 12 1 Ramp 1500 35 581 477 622 0.089 11 2 Principal Arterial 3400 45 582 622 477 0.089 11 2 Principal Arterial 3400 45 583 476 477 0.022 12 1 Ramp 1500 35 584 475 496 0.014 12 1 Ramp 1500 35 585 477 496 0.041 12 1 Ramp 1500 35 586 119 124 0.025 12 1 Ramp 1500 35 587 120 623 0.01 11 1 Collector / Local Road 1200 40 588 119 623 0.027 11 1 Major Arterial 1200 45 589 623 124 0.007 12 1 Ramp 1500 35 590 319 323 0.03 12 1 Ramp 1500 35.

591 318 323 0.025 12 1 Ramp 1500 35 592 328 624 0.018 11 1 Major Arterial 1700 45 593 624 328 0.018 11 1 Major Arterial 1700 45 594 329 327 0.252 12 1 Ramp 1500 35 595 624 329 0.026 12 1 Ramp 1500 35 596 340 625 0.351 12 1 Ramp 1500 35 597 336 341 0.006 12 1 Minor Arterial 1700 35 598 341 336 0.006 12 1 Minor Arterial 1700 35 599 341 340 0.02 12 1 Ramp 1500 35 600 357 347 0.12 12 1 Ramp 1500 35 601 345 357 0.021 12 1 Ramp 1500 35 602 343 345 0.105 11 1 Minor Arterial 1700 40 603 345 343 0.105 11 1 Minor Arterial 1700 40 604 355 626 0.139 12 1 Ramp 1500 35 605 353 355 0.032 12 1 Ramp 1500 35 606 627 271 0.208 12 1 Ramp 1500 35 607 271 269 0.014 12 1 Ramp 1500 35 608 255 628 0.029 11 1 'Major Arterial 1200 45 609 628 255 0.029 11 1 Major Arterial 1200 45 610 628 256 0.02 12 1 Ramp 1500 35 611 256 629 0.16 12 1 Ramp 1500 35 612 259 628 0.08 11 1 Major Arterial 1200 45 613 628 259 0.08 11 1 Major Arterial 1200 45 614 259 264 0.026 12 1 Ramp 1500 35 615 258 264 0.043 12 1 Ramp 1500 35 616 236 239 0.27 12 1 Ramp 1500 35 617 237 241 0.064 11 1 Minor Arterial 1700 40 618 241 237 0.064 11 1 Minor Arterial 1700 40 619 239 241 0.051 12 1 Ramp 1500 35 620 531 528 0.145 12 1 Ramp 1500 35 621 596 598 0.02 11 1 Major Arterial 1700 45 622 598 596 0.02 11 1 Major Arterial 1700 45 623 596 531 0.022 12 1 Ramp 1500 35 624 630 552 0,183 12 1 Ramp 1500 35 625 549 551 0.033 11 1 Minor Arterial 1200 40 626 551 549 0.033 11 1 Minor Arterial 1200 40 Page 11 of 91 Appendix C - Page 12 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Length Lane Number of Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Roadway Type Rate (vehlhr) FFS (mph) 627 552 551 0.006 12 1 Ramp 1500 35 628 309 631 0.04 11 1 Major Arterial 1200 40 629 631 309 0.04 11 1 Major Arterial 1200 40 630 633 632 0.516 12 1 Ramp 1500 35 631 635 634 0.523 12 2. Freeway 4100 55 632 640 310 0.447 12 2 Freeway 4100 55 633 643 644 0.116 11 1 Major Arterial 1300 50 634 64 643 0.116 11 1 Major Arterial 1300 50 635 645 574 0.016 11 1 Major Arterial 1700 50 636 574 646 0.014 11 1 Major Arterial 1700 50 637 567 571 0.052 11 2 Major Arterial 3400 50 638 571 567 0.052 11 2 Major Arterial 3400 50 639 166 650 0.448 12 2 Freeway 4100 55 640 650 180 0.358 12 2 Freeway 4100 45 641 651 652 0.059 12 2 Freeway 4100 45 642 424 656 0.674 12 2 Freeway 4100 55 643 421 425 0.165 11 1 Major Arterial 1700 45 644 425 421 0.165 11 1 Major Arterial 1700 45 645 657 442 0.04 12 2 Freeway 4100 60 646 440 657 0.039 11 2 Principal Arterial 3700 50 647 291 670 1.155 12 2 Freeway 4100 65 648 678 679 0.007 11 1 Collector/I Local Road 1700 40 649 679 678 0.007 11 1 Collector! Local Road 1700 40 650 680 681 0.052 11 2 Principal Arterial 3400 45 651 681 680 0.052 11 2 Principal Arterial 3400 45 652 687 696 0.213 11 1 Ramp 1500 55 653 721 722 0.042 12 1 Ramp 1500 35 654 721 723 0.022 12 1 Ramp 1500 35 655 725 724 0.031 12 1 Ramp 1500 35 656 726 724 0.047 12 1 Ramp 1500 35 657 727 699 0.21 12 1 Ramp 1500 35 658 728 727 0.034 12 1 Ramp 1500 35 659 729 730 0.03 12 1 Ramp 1500 35 660 731 727 0.039 12 1 Ram p 1500 35 661 729 731 0.05 12 1 Ramp 1500 35 662 724 732 0ý213 12 1 Ramp 1500 35 663 734 733 0.078 11 2 Major Arterial 3300 45 664 733 735 0.022 11 1 Collector! Local Road 1200 40 665 736 734 0.086 11 2 Major Arterial 3300 45 666 733 737 0.021 11 2 Major Arterial 3300 45 667 738 736 0.017 11 2 Major Arterial 3300 45 668 739 738 0.02 1 11 2 Major Arterial 3300 45 669 740 736 0.03 11 1 Collector / Local Road 1200 40 670 739 740 0.022 11 1 Collector / Local Road 1200 40 671 743 742 0.331 12 1 Ramp 1500 35 672 742 744 0.106 12 1 Ramp 1500 35 673 744 745 0.058 11 2 Major Arterial 3300 45 674 746 747 0.185 11 1 Ramp 1500 45 675 745 748 0.066 11 2 Major Arterial 3300 45 676 742 749 0.047 12 1 Ramp 1500 35 677 749 744 0.083 11 2 Major Arterial 3300 45 678 .749 750 0.007 11 1 Minor Arterial 1200 40 679 748 750 0.074 11 2 Major Arterial 3300 45 680 751 746 0.037 11 1 Ramp 1500 45 681 752 746 0.05 12 1 Ramp 1500 3 682 752 751 0.04 11 2 Major Arterial 3300 4 683 753 751 0.006 11 1 Minor Arterial 1200 4 Page 12 of 91 Appendix C - Page 13 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-ode It D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr FS(mh 684 753 754 0.062 11 2 Major Arterial 3300 45 685 755 752 0.06 1 11 2 Major Arterial 3300 45 686 754 755 0.039 11 2 Major Arterial 3300 45 687 750 756 0.068 12 1 Ramp 1500 35 688 748 756 0.063 12 1 Ramp 1500 35 689 757 754 0.077 12 1 Ramp 1500 35 690 757 753 0.039 12 1 Ramp 1500 35 691 756 758 0.178 12 1 Ramp 1500 35 692 760 759 0.864 1 12 2 Freeway 4100 60 693 761 757 0.393 12 1 Ramp 1500 35 694 759 762 0.116 12 1 Ramp 1500 35 695 762 763 0.093 11 1 Minor Arterial 1700 40 696 764 765 0.242 12 1 Ramp 1500 35 697 766 764 0.006 10 1 Collector/I Local Road 800 15 698 768 767 0.068 12 1 Ramp 1500 35 699 768 769 0.066 11 1 Major Arterial 1700 45 700 769 767 0.042 12 1 Ramp 1500 35 701 770 769 0.006 10 1 Collector/ Local Road 800 15 702 772 770 0.1 11 1 Major Arterial 1700 45 703 773 772 0.042 11 1 Major Arterial 1700 45 704 773 774 0.006 10 1 Collector/ Local Road .. 800 15 705 775 773 0.006 11 1 Major Arterial 1700 45 706 774 775 0.008 11 1 Major Arterial 1700 45 707 776 772 0.079 11 1 Collector / Local Road 1700 40 708 776 773 0.049 11 1 Minor Arterial 1700 40 709 775 776 0.05 11 1 Minor Arterial 1700 40 710 778 777 0.122 11 2 Major Arterial 3300 45 711 777 779 0.036 11 1 Collector/ Local Road 1700 40 712 777 780 0.034 11 2 Major Arterial 3300 45 713 781 778 0.139 11 2 Major Arterial 3300 45 714 782 781 0.024 11 2 Major Arterial 3300 45 715 783 782 0.045 11 2 Major Arterial 3300 45 716 784 781 0.047 11 1 Collector /Local Road 1700 40 717 783 786 0.057 11 1 Collector /Local Road 1200 40 718 789 788 0.1866 11 2 Major Arterial 3300 45 719 792 698 0.044 12 1 Ramp 1500 35 720 793 698 0.034 11 2 Minor Arterial 3300 40 721 794 795 0.286 12 1 Ramp 1500 35 722 796 797 0.08 12 1 Ramp 1500 35 723 796 793 0.055 11 2 Minor Arterial 3300 40 724 798 799 0.151 12 1 Ramp 1500 35 725 802 798 0.119 11 1 Minor Arterial 1700 40 726 804 803 0.026 11 2 Major Arterial 3300 45 727 791 805 0.361 12 1 Ramp 1500 35 728 807 806 0.052 11 2 Major Arterial 3300 45 729 808 806 0.188 12 1 Ramp 1500 35 730 807 809 0.009 11 1 Collector/I Local Road 1200 40 731 810 809 0.028 11 2 Major Arterial 3300 45 732 811 810 0.019 11 2 Major Arterial 3300 45 733 812 803 0.031 12 1 Ramp 1500 35 734 812 804 0.029 12 1 Ramp 1500 35 735 809 813 0.014 12 1 Ramp 1500 35 736 810 813 0.031 12 1 Ramp 1500 35 737 814 815 0.331 12 1 Ramp 1500 35 738 816 814 0.183 12 1 Ramp 1500 35 739 818 817 0.232 12 1 Ramp 1500 35 740 821 697 0.08 12 1 Ramp 1500 35 Page 13 of 91 Appendix C - Page 14 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

U-oe Link#

UNod D-oe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Felhow Rate________ FFS (mph) 741 822 697 0.052 11 2 Minor Arterial 3300 40 742 823 824 0.073 12 1 Ramp 1500 35 743 823 822 0.051 11 2 Minor Arterial 3300 40 744 813 825 0.287 12 1 Ramp 1500 35 745 826 827 0.309 11 2 Minor Arterial 3300 40 746 827 828 0.309 11 2 Minor Arterial 3300 40 747 829 812 0.245 12 1 Ramp 1500 35 748 830 823 0.076 11 2 Minor Arterial 3300 40 749 831 830 0.039 11 1 Collector! Local Road 1700 40 750 831 832 0.032 11 2 Major Arterial 3300 45 751 833 834 0.369 11 1 Principal Arterial 1600 45 752 834 833 0.369 11 1 Principal Arterial 1600 45 753 836 826 0.162 11 2 Minor Arterial 3300 40 754 828 836 0.16 11 2 Minor Arterial 3300 40 755 833 838 0.264 11 2 Principal Arterial 3400 45 756 839 833 0.265 11 2 Principal Arterial 3400 45 757 840 841 0.294 12 1 Ramp 1500 35 758 840 842 0.194 12 1 Ramp 1500 35 759 844 843 0.244 12 1 Ramp 1500 35 760 842 845 0.075 12 1 Ram p 1500 35 761 846 847 0.283 12 1 Ramp 1500 35 762 848 849 0.068 12 1 Ramp 1500 35 763 850 846 0.141 12 1 Ramp 1500 35 764 851 852 0.099 11 2 Minor Arterial 3300 40 765 851 853 0.054 11 1 Collector / Local Road 1700 40 766 854 847 0.296 12 1 Ramp 1500 35 767 856 855 0.275 12 1 Ramp 1500 35 768 854 858 0.206 11 2 Principal Arterial 3400 45 769 846 858 0.405 12 1 Ramp 1500 35 770 863 859 0.134 12 1 Ramp 1500 35 771 702 864 0.124 12 1 Ramp 1500 35 772 867 863 0.139 12 1 Ramp 1500 35 773 868 869 0.111 12 1 Ramp 1500 35 774 870 868 0.072 11 2 Ram p 3000 40 775 870 866 0.121 11 1 Minor Arterial 1700 40 776 871 872 0.062 11 2 Minor Arterial 3300 40 777 873 870 0.046 11 2 Minor Arterial 3300 40 778 871 873 0.046 11 1 Collector!/ Local Road 1700 40 779 875 874 0.039 11 2 Principal Arterial 3400 45 780 876 877 0.224 11 2 Principal Arterial 3400 45 781 875 878 0.058 11 1 Minor Arterial 1700 40 782 874 879 0.024 11 2 Principal Arterial 3400 45 783 878 879 0.034 11 1 Minor Arterial 1700 40 784 880 873 0.072 11 2 Minor Arterial 3300 40 785 872 880 0.021 11 2 Minor Arterial 3300 40 786 882 876 0.096 11 2 Principal Arterial 3400 45 787 879 882 0.073 11 2 Principal Arterial 3400 45 788 883 690 0.163 11 1 Ramp 1500 55 789 887 886 0.15 11 2 Minor Arterial 3300 40 790 691 888 0.201 11 1 Ramnp 1500 55 791 690 691 0.211 11 1 Ramp 1500 55 792 886 889 0.05 11 2 Minor Arterial 3300 40 793 890 891 0.311 11 1 Ramp 1500 55 794 886 892 0.074 12 1 Ramp 1500 35 795 889 893 0.016 11 2 Minor Arterial 3300 40 796 894 893 0.021 12 1 Ramp 1500 35 797 896 884 0,112 12 3 Freeway 6150 55 Page 14 of 91 Appendix C - Page 15 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Length Lane Number of Roda ye Saturation Flow F(mh Link # U-Node D-Node (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh

-798 897 898 0.178 12 1 Ramp 1500 35 799 901 900 0.03 11 2 Minor Arterial 3300 40 800 692 890 0.237 11 1 Ramp 1500 55 801 901 902 0.04 12 1 Ramp 1500 35 802 903 904 0.137 12 1 Ramp 1500 35 803 900 905 0.04 11 2 Minor Arterial 3300 40 804 906 905 0.053 12 1 Ramp 1500 35 805 898 908 0.231 12 1 Ramp 1500 35 806 909 903 0.231 12 1 Ramp 1500 35 807 909 904 0.265 12 2 Freeway 4100 65 808 689 688 0.318 12 1 Ramp 1500 35 809 913 912 0.162 11 1 Collector / Local Road 1700 40 810 695 687 0.229 12 1 Ramp 1500 35 811 911 914 0.017 11 1 Minor Arterial 1700 40 812 914 911 0.017 11 1 Minor Arterial 1700 40 813 916 917 0.155 12 1 Ramp 1500 35 814 919 918 0.154 12 1 Ramp 1500 35 _

815 688 693 0.181 12 1 Ramp 1500 35 _

816 686 695 0.142 12 1 Ramp 1500 35 817 920 921 0.175 12 1 Ram p 1500 35 818 923 922 0.2 12 1 Ramp 1500 35 819 925 924 0.185 12 1 Ramp 1500 35 820 926 927 0.132 12 1 Ramp 1500 35 821 929 928 0.173 12 1 Ramp 1500 35 822 933 932 0.301 12 1 Ramp 1500 35 _

823 934 935 0.226 12 1 Ramp 1500 35 824 938 934 0.283 12 1 Ramp 1500 35 825 932 939 0.293 12 1 Ramp 1500 35 826 942 941 0.022 11 1 Minor Arterial 1700 45 827 943 941 0.031 11 1 Major Arterial 1700 45 828 943 942 0.016 11 2 Minor Arterial 3300 40 _

829 942 944 0.009 11 2 Minor Arterial 3300 40 _

830 940 944 0.024 11 2 Major Arterial 3300 45 _

831 944 945 0.024 11 2 Minor Arterial 3300 40

• 832 940 945 0.037 11 1 Collector /Local Road 1700 40 833 946 942 0.007 11 2 Minor Arterial 3300 40 834 946 947 0.017 11 2 Major Arterial 3300 45 835 948 946 0.009 11 2 Major Arterial 3300 45 836 944 948 0.006 11 2 Major Arterial 3300 45 837 949 948 0.021 11 2 Minor Arterial 3300 40 838 950 947 0.026 11 1 Major Arterial 1700 45 839 950 946 0.017 11 1 Major Arterial 1700 45 840 948 951 0.021 11 2 Major Arterial 3300 45 841 949 951 0.034 11 1 Collector / Local Road 1700 40 842 960 958 0.74 12 1 Ramp 1500 35 843 961 965 0.616 12 1 Ramp 1500 35 844 959 963 0.028 11 2 Minor Arterial 3300 40 845 964 963 0.035 11 1 Minor Arterial 1700 40 846 965 966 0.482 11 2 Minor Arterial 3300 40 847 966 965 0.482 1 11 2 Minor Arterial 3300 40 848 969 970 0.058 11 1 Major Arterial 1700 45 849 970 972 0.047 11 1 Major Arterial 1700 45 850 974 973 0.03 11 2 Collector/I Local Road 3300 40 851 971 974 0.034 11 2 Collector/ Local Road 3300 40 852 965 975 0.773 12 1 Ramp 1500 35 853 983 980 0.438 11 2 Major Arterial 3300 45 854 984 983 0.667 12 1 Ramp 1500 35 Page 15 of 91 Appendix C - Page 16 of 104

Appendix C Three Mile Island NGS AppedixThreIlandNGSRoadway Network Mle Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr FS(mh 855 987 986 0.491 12 1 Ramp 1500 35 856 984 988 0.317 11 2 Principal Arterial 3400 45 857 989 988 0.563 12 1 Ramp 1500 35 858 990 989 0.172 11 2 Principal Arterial 3400 45 859 995 994 0.476 12 1 Ramp 1500 35 860 997 996 0.46 12 1 Ram p 1500 35 861 999 1000 0.939 12 1 Ramp 1500 35 862 1003 1002 0.012 1 11 2 Minor Arterial 3300 40 863 1001 1003 0.013 11 1 Collector/ Local Road 1700 40 864 998 1003 0.039 11 2 Minor Arterial 3300 40 865 1003 1005 0.038 11 1 Minor Arterial 1700 40 866 998 1005 0.06 11 2 Minor Arterial 3300 40 867 1007 1006 0.009 11 2 Collector / Local Road 3300 40 868 1008 1009 0.029 11 2 Minor Arterial 3300 40 869 1009 1010 0.035 11 2 Minor Arterial 3300 40 870 1010 1009 0.035 11 2 Minor Arterial 3300 40 871 1008 1010 0.046 11 1 Collector/ Local Road 1700 40 872 1009 1011 0.023 11 2 Minor Arterial 3300 40 873 1010 1011 0.046 11 1 Collector/ Local Road 1700 40 874 1018 1017 0.647 12 1 Ramp 1500 355 875 1017 1021 0.106 11 1 Minor Arterial 1700 400 876 1021 1017 0.106 11 1 Minor Arterial 1700 40 877 708 1022 0.85 12 1 Ramp 1500 350 878 1024 1023 0.073 12 1 Ramp 1500 35 879 1025 1026 0.596 12 1 Ramp 1500 35 880 1027 1023 0.047 12 1 Ramp 1500 35 881 1014 1029 2.1 11 2 Principal Arterial 3400 g 45 882 1023 1030 0.298 12 1 Ramp 1500 35 883 1029 1032 0.553 12 1 Ramp 1500 35 884 1033 1034 0.234 12 1 Ramp 1500 35 885 1022 1035 0.322 12 1 Ramp 1500 35 886 1036 1033 0.283 12 1 Ramp 1500 35 887 1036 1034 0.267 12 1 Ramp 1500 35 888 1038 1039 0.124 12 1 Ramp 1500 35 889 1039 1040 0.116 12 1 Ramp 1500 35 890 1041 1035 0.41 12 1 Ramp 1500 35 891 1022 1041 0.517 12 1 Ramp 1500 35 892 1043 1042 0.344 12 1 Ramp 1500 35 893 1046 1045 0.039 12 1 Ramp 1500 35 894 704 1046 0.117 12 1 Ramp 1500 35 895 1046 1047 0.03 12 1 Ramp 1500 35 896 1047 1048 0.022 12 1 Ramp 1500 35 897 1045 1048 0.03 12 1 Ramp 1500 35 898 1049 1050 0.086 12 1 Ramp 1500 35 899 1051 1049 0.028 12 1 Ramp 1500 35 900 1052 1051 0.024 12 1 Ramp 1500 35 901 1054 1052 0.129 12 1 Ramp 1500 35 902 1055 1049 0.025 12 1 Ram p 1500 35 903 1052 1055 0.034 12 1 Ramp 1500 35 904 1056 1053 0.068 11 2 Collector/I Local Road 3300 40 905 1048 1057 0.119 12 1 Ramp 1500 35 906 1058 1056 0.033 11 1 Collector/I Local Road 1700 40 907 1059 1058 0.021 11 2 Minor Arterial 3300 40 908 1059 1053 0.071 11 2 Minor Arterial 3300 40 909 1063 1062 0.021 12 1 Ramp 1500 35 910 1064 1062 0.029 12 1 Ramp 1500 35 911 1066 1065 0.296 12 1 Ramp 1500 35 Page 16 of 91 Appendix C- Page 17 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 912 1067 1068 0.173 11 2 Minor Arterial 3300 40 913 1069 1070 0.179 12 1 Ramp 1500 35 914 1071 1065 0.733 11 2 Ramp 3000 40 915 1067 1072 0.377 12 1 Ramp 1500 35 916 1074 1073 0.369 12 1 Ramp 1500 35 917 1076 1075 0.491 11 1 Minor Arterial 1700 40 918 1074 1076 0.101 12 1 Ramp 1500 35 919 1073 1076 0.428 11 1 Minor Arterial 1700 40 920 1075 1077 1.187 11 2 Minor Arterial 3300 40 921 1079 1078 0.171 12 1 Ramp 1500 35 922 1078 1080 0.025 12 1 Ramp 1500 35 923 1081 1082 0.157 12 1 Ramp 1500 35 924 1077 1083 0.08 11 2 Minor Arterial 3300 40 925 1084 1081 0.026 12 1 Ramp 1500 35 926 1078 1084 0.02 12 1 Ramp 1500 35 927 1060 1085 0.244 11 2 Ramp 3000 40 928 1062 1087 0.149 12 1 Ramp 1500 35 929 1088 1059 0.185 11 2 Ramp 3000 40 930 1089 1083 0.07 11 1 Minor Arterial 1700 40 931 1077 1089 0.08 11 1 Minor Arterial 1700 40 932 1090 1081 0.032 12 1 Ramp 1500 35 933 1090 1084 0.024 11 2 Minor Arterial 3300 40 934 1091 1090 0.035 11 2 Minor Arterial 3300 40 935 1084 1091 0.058 11 2 Minor Arterial 3300 40 936 1092 716 1.101 12 1 Ramp 1500 35 937 1093 1092 0.886 12 1 Ramp 1500 35 938 1083 1094 0.533 11 2 Minor Arterial 3300 40 939 1095 1096 0.035 11 1 Minor Arterial 1700 40 940 1094 1095 0.045 11 1 Minor Arterial 1700 40 941 1095 1097 0.037 11 2 Minor Arterial 3300 40 942 1094 1097 0.066 11 1 Minor Arterial 1700 40 943 1098 1096 0.383 11 2 Minor Arterial 3300 40 944 1097 1098 0.32 11 2 Minor Arterial 3300 40 945 1100 1101 0.055 12 1 Ramp 1500 35 946 1101 1100 0.055 12 1 Ramp 1500 36 947 1103 1102 0.048 11 1 Principal Arterial 1700 45 948 1102 1104 0.075 11 1 Principal Arterial 1700 45 949 1108 1109 0.09 12 1 Ramp 1500 35 950 1110 1111 1.223 12 1 Ramp 1500 35 951 1113 1112 0.946 12 1 Ramp 1500 35 952 1116 1115 0.118 12 1 Ramp 1500 35 953 1112 1117 0.798 12 1 Ramp 1500 35 954 1118 1110 0.684 12 1 Ramp 1500 35 955 1119 1120 0.122 12 1 Ramp 1500 35 956 1122 1121 0.135 12 1 Ramp 1500 35 957 1124 1119 0.034 12 1 Ramp 1500 35 958 1121 1119 0.022 12 1 Ramp 1500 35 959 1125 1126 0.058 11 1 Minor Arterial 1700 40 960 1126 1125 0.058 11 1 Minor Arterial ___1700 40 961 1125 1127 0.03 11 1 Minor Arterial ___1700 40 962 1127 1125 0.03 11 1 Minor Arterial 1700 40 963 1128 1129 0.158 11 1 Ramp 1500 55 964 1130 1131 0.054 12 1 Ramp 1500 35 965 1134 11135 0.031 11 1 Collector /Local Road 1700 40 966 1134 1136 0.041 12 1 Ramp 1500 35 967 1138 1137 0.055 11 1 Ramp 1500 55 98 1138 1139 10.035 11 1 Ramp 1500 55 Page 17 of 91 Appendix C - Page 18 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

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

U-ode -No (mjl) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 969 1141 1140 0.226 11 1 Ramp 1500 55 970 1144 1143 0.124 12 1 Ramp 1500 35 971 1145 1134 0.114 12 1 Ramp 1500 35 972 1146 1147 10.047 12 1 Ramp 1500 35 973 1148 1146 0.047 11 1 Ramp 1500 55 974 1149 1150 0.107 12 1 Ram p 1500 35 975 1152 1151 0.02 12 1 Ramp 1500 35 976 1150 714 0.089 11 1 Ramp 1500 55 977 1155 1154 0.129 12 1 Ramp 1500 35 978 713 1155 0.127 11 1 Ramp 1500 55 979 1156 1151 0.127 12 1 Ramp 1500 35 980 1158 1157 0.214 11 1 Ramp 1500 55 981 1159 1160 0.135 11 1 Ramp 1500 55 982 712 1159 0.081 11 1 Ramp 1500 55 983 1161 1162 0.05 11 1 Ramp 1500 55 984 1164 1163 0.12 11 1 Ramp 1500 55 985 1162 1165 0.053 11 1 Ramp 1500 55 986 1166 1161 0.057 11 1 Ramp 1500 55 987 1165 1166 0.051 11 1 Ramp 1500 55 988 1168 1167 0.345 12 1 Ram p 1500 35 989 1171 1173 0.057 12 1 Ramp 1500 35 990 1173 1174 0.045 12 1 Ramp 1500 35 991 1176 1177 0.083 1 12 1 Ramp 1500 35 992 1178 1179 0.024 12 1 Ramp 1500 35 993 1179 1181 0.02 12 1 Ramp 1500 35 994 703 1182 0.554 12 1 Ramp 1500 35 995 1185 1184 0.294 12 1 Ram p 1500 35 996 1186 1187 0.039 12 1 Ramp 1500 35-r 997 1187 1188 0.034 12 1 Ramp 1500 35 998 1190 1184 1.06 12 1 Ramp 1500 35 999 1191 1188 0.034 11 1 Minor Arterial 1700 40 1000 1192 1191 0.027 11 1 Minor Arterial 1700 40 1001 1193 1194 1.499 12 1 Ramp 1500 35 1002 1195 1196 0.214 11 1 Ramp 1500 55 1003 1196 1197 0.235 11 1 Ramp 1500 55 1004 1184 1198 0.574 12 1 Ramp 1500 35 1005 1201 1200 0.468 12 1 Ramp 1500 35 1006 1202 1203 0.106 11 1 Ramp 1500 55 1007 1204 1202 0.165 11 1 Ramp 1500 55 1008 1206 1205 1.218 12 1 Ramp 1500 35 1009 1207 1208 0.493 12 1 Ramp 1500 35 1010 1209 1207 0.565 12 1 Ramp 1500 35 1011 1210 1201 0.519 12 1 -Ramp 503 1012 1205 1212 0.368 12 1 Ramp 1500 35 1013 1205 1213 0.607 12 1 Ramp 1500 35 1014 1214 1215 1.259 11 1 Ramp 1500 55 1015 1217 1216 0.751 11 1 Ramp 1500 55 1016 1219 1220 0.75 11 1 Ramp 1500 55 1017 1222 1221 0.643 11 1 Ramp 1500 55 1018 1224 1223 0.911 12 1 Ramp 1500 35 1019 1225 1226 0.499 11 1 Ramp 1500 55 1020 1228 1229 1.087 11 1 Ramp 1500 55 1021 1230 1231 0.117 11 2_ Major Arterial 3300 45 1022 1232 1233 0.302 12 1 Ramp 1500 35 1023 1231 1232 0.165 12 1 Ramp 1500 35 1024 1234 1232 0.282 12 1 Ramp 1500 35 1025 1234 1231 0.212 12 1 Ramp 1500 3 Page 18 of 91 Appendix C - Page 19 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mte IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roadway Type Ratraeio Flowhr ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 1026 1237 1234 0.183 12 1 Ramp 1500 35 1027 1240 1237 0.149 11 2 Minor Arterial 3300 40 1028 1241 1238 0.575 11 1 Ramp 1500 55 1029 1239 1242 0.531 11 1 Ramp 1500 55 1030 1246 1247 0.053 12 1 Ramp 1500 35 1031 1248 1246 0.167 12 1 Ramp 1500 35 1032 1246 1249 0.032 12 1 Ramp 1500 35 1033 1249 1250 0.03 12 1 Ramp 1500 35 1034 1247 1250 0.057 12 1 Ramp 1500 35 1035 1251 1252 0.21 12 1 Ramp 1500 35 1036 1250 1253 0.242 12 1 Ramp 1500 35 1037 1254 1251 0.322 12 1 Ramp 1500 35 1038 1255 1256 0.131 10 1 Collector/lLocaliRoad 800 15 1039 1256 1255 0.131 10 1 Collector/ LocaliRoad 800 15 1040 1261 1262 0.996 12 1 Ramp 1500 5 1041 1263 1264 0.242 10 2 Collector/ILocal Road 1600 15 1042 1264 1265 0.896 12 1 Ramp 1500 5 1043 1268 1269 0.075 11 1 Minor Arterial 1200 40 1044 1269 1268 0.075 11 1 Minor Arterial 1200 40 1045 1271 1270 0.155 12 1 Ram p 1500 35 1046 1273 1272 0.033 12 1 Ramp 1500 35 1047 1274 1272 0.073 12 1 Ramp 1500 35 1048 1272 1275 0.17 12 1 Ramp 1500 35 1049 1279 1278 0.212 11 1 Ramp 1500 55 1050 1281 1280 0.982 12 1 Ramp 1500 35 1051 1280 1282 0.09 12 1 Ramp 1500 35 1052 1283 1284 1.193 12 1 Ramp 1500 35 1053 1282 1283 0.06 12 1 Ramp 1500 35 1054 1285 1283 0.084 12 1 Ramp 1500 35 1055 1282 1285 0.072 11 1 Minor Arterial 1700 40 1056 1285 1282 0.072 11 1 Minor Arterial 1700 40 1057 1280 1285 0.106 12 1 Ramp 1500 35 1058 1285 1286 0.397 11 1 Minor Arterial 1700 40 1059 1286 1285 0.397 11 1 Minor Arterial 1700 40 1060 1287 1288 0.024 12 1 Ramp 1500 35 1061 1289 1290 0.135 12 1 Ramp 1500 35 1062 1293 1292 0.056 12 1 Ramp 1500 35 1063 1294 1293 0.023 12 1 Ramp 1500 35 1064 1294 1295 0.025 12 1 Ramp 1500 35 1065 1296 1292 0.024 12 1 Ramp 1500 35 1066 1297 1294 0.123 12 1 Ramp 1500 35 1067 1299 1298 0.168 12 1 Ramp 1500 35 1068 1292 1300 0.19 12 1 Ramp 1500 35 1069 1303 1302 0.143 12 1 Ramp 1500 35 1070 1302 1304 0.031 12 1 Ramp 1500 35 1071 1305 1301 0.149 12 1 Ramp 1500 35 1072 1306 1305 0.014 12 1__ Ramp 1500 35 1073 1307 1305 0.04 12 1 Ramp 1500 35 1074 1302 1308 0.025 12 1 Ramp 1500 35 1075 1311 1310 0.188 12 1 Ramp 1500 35 1076 1313 1312 0.02 12 1 Ramp 1500 35 1077 1314 1312 0.032 12 1 Ramp 1500 35 1078 1315 1316 0.171 12 1 Ramp 1500 35 1079 1317 1315 0.024 12 1 Ramp 1500 35 1080 1312 1318 0.152 12 1 Ramp 1500 35 1081 1319 1315 0.029 12 1 Ramp 1500 35 1082 1321 ,1320 10.191 12 1 Ramp 1500 35 Page 19 of 91 Appendix C - Page 20 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

-ink U-Node D-Nod_ (mi) Width (ft) Lanes Rate (veh/hr) 1083 1322 1323 0.242 12 1 Ramp 1500 35 1084 1320 1324 0.252 12 1 Ramp 1500 35 1085 1325 1322 0.215 12 1 Ramp 1500 35 1086 1327 1326 0.136 12 1 Ramp 1500 35 1087 1328 1329 0.158 12 1 Ramp 1500 35 1088 1330 1328 0.016 12 1 Ramp 1500 35 1089 1331 1328 0.027 12 1 Ramp 1500 35 1090 1332 1330 0.162 12 1 Ramp 1500 35 1091 1333 1334 0.119 12 1 Ramp 1500 35 1092 1335 1333 0.029 12 1 Ramp 1500 35 1093 1336 1333 0.034 12 1 Ramp 1500 35 1094 1338 1337 0.168 12 1 Ramp 1500 35 1095 1337 1339 0.02 12 1 Ramp 1500 35 1096 1340 1339 0.019 12 1 Ramp 1500 35 1097 1339 1341 0.111 12 1 Ramp 1500 35 1098 1342 1336 0.228 12 1 Ramp 1500 35 1099 1344 1345 0.449 11 1 Collector / Local Road 1200 40 1100 1345 1344 0.449 11 1 Collector/Local Road 1200 40 1101 806 811 0.007 11 1 Collector/ Local Road 1200 40 1102 811 806 0.007 11 1 Collector / Local Road 1200 40 1103 874 876 0.012 11 1 Minor Arterial 1700 40 1104 876 874 0.012 11 1 Minor Arterial 1700 40 1105 1367 1369 0.173 10 1 Collector/Local Road 800 25 1106 1369 1367 0.173 10 1 Collector/Local Road 800 25 1107 1379 1378 0.054 10 1 Collector / Local Road 800 15 1108 969 972 0.013 11 1 Collector / Local Road 1700 40 1109 972 969 0.013 11 1 Collector/ Local Road 1700 40 1110 980 981 0.036 10 2 Collector / Local Road 1600 35 1111 981 980 0.036 10 2 Collector / Local Road 1600 35 1112 1424 1425 0.057 11 1 Collector/Local Road 1700 40 1113 1425 1424 0.057 11 1 Collector/Local Road 1700 40 1114 1448 1449 0.309 10 1 Collector / Local Road 800 15 1115 1449 1448 0.309 10 1 Collector/Local Road 800 15 1116 1467 1469 0.267 12 1 Minor Arterial 1700 35 1117 1469 1467 0.267 12 1 Minor Arterial 1700 35 1118 1469 1470 0.481 12 1 Minor Arterial 1100 35 1119 1470 1469 0.481 12 1 Minor Arterial 1100 35 1120 1483 1484 0.419 10 1 Collector/Local Road 800 15 1121 1484 1483 0.419 10 1 Collector/Local Road 800 15 1122 1309 1487 0.081 10 1 Collector I Local Road 800 15 1123 1487 1309 0.081 10 1 Collector/Local Road 800 15 1124 1483 1488 2.594 10 1 Collector / Local Road 800 10 1125 1488 1483 2.594 10 1 Collector/ Local Road 800 10 1126 1505 1504 0.462 11 1 Ramp 1500 55 1127 1508 805 0.252 12 2 Freeway 4100 65 1128 919 917 0.081 12 2 Freeway 4100 65 1129 923 921 0.114 12 2 Freeway 4100 65 1130 926 928 0.089 12 2 Freeway 4100 65 1131 1043 1511 0.744 12 2 Freeway 4100 65 1132 1079 1082 0.149 12 2 Freeway 4100 65 1133 1513 1514 0.139 12 2 Freeway 4100 65 1134 717 1515 0.419 12 2 Freeway 4100 55 1135 1516 1517 0.164 12 1 Ramp 1500 35 1136 1069 1087 0.152 12 2 Freeway 4100 65 1137 1518 1519 0.804 12 1 Ramp 1500 35 1138 1521 1520 0.481 12 1 Freeway 2050 55 1139 1522 1518 0.522 12 1 Freeway 2050 55 Page 20 of 91 Appendix C - Page 21 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway 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) F mh 1140 1122 1120 0.112 12 2 Freeway 4100 65 1141 1123 1524 0.16 12 2 Freeway 4100 60 1142 1526 1133 0.08 12 2 Freeway 4100 65 1143 1133 1168 0.765 12 2 Freeway 4100 65 1144 1193 1198 0.961 12 2 Freeway 4100 65 1145 1209 1208 0.73 12 2 Freeway 4100 65 1146 1210 1200 0.716 12 2 Freeway 4100 65 1147 1217 1215 0.719 12 2 Freeway 4100 65 1148 1214 1216 0.695 12 2 Freeway 4100 65 1149 1225 1233 0.19 12 2 Freeway 4100 65 1150 1235 1228 0.134 11 2 Ramp 3000 .55 1151 1233 1236 0.124 11 2 Ramp 3000 55 1152 1316 1303 1.196 12 2 Freeway 4100 65 1153 1506 1529 0.451 12 2 Freeway 4100 65 1154 722 726 0.012 11 1 Minor Arterial 1200 40 1155 726 722 0.012 11 1 MinorArterial 1200 40 1156 722 725 0.025 11 1 MinorArterial 1200 40 1157 725 722 0.025 11 1 Minor Arterial 1200 40 1158 723 725 0.016 11 1 Minor Arterial 1200 40 1159 725 723 0.016 11 1 Minor Arterial 1200 40 1160 728 730 0.01 11 1 Minor Arterial 1200 40 1161 730 728 0.01 11 1 Minor Arterial 1200 40 1162 728 731 0.038 11 1 Minor Arterial 1200 40 1163 731 728 0.038 1 11 1 Minor Arterial 1200 40 1164 731 1530 0.409 11 1 Minor Arterial 1200 40 1165 1530 731 0.409 11 1 Minor Arterial 1200 40 1166 735 1346 0.07 12 1 Minor Arterial 1100 35 1167 1346 735 0.07 12 1 Minor Arterial 1100 35 1168 735 737 0.021 1 12 1 Minor Arterial 1100 35 1169 737 735 0.021 12 1 Minor Arterial 1100 35 1170 737 738 0.01 12 1 Minor Arterial 1100 35 1171 738 737 0.01 12 1 Minor Arterial 1100 35 1172 738 740 0.017 12 1 Major Arterial 1100 35 1173 740 738 0.017 12 1 Major Arterial 1100 35 1174 740 1347 0.712 12 1 Mal'orArterial 1100 35 1175 1347 740 0.712 12 1 Major Arterial 1100 35 1176 779 780 0.031 11 1 Major Arterial 1700 45 1177 780 779 0.031 11 1 Major Arterial 1700 45 1178 780 782 0.012 11 1 Major Arterial 1700 45 1179 782 780 0.012 11 1 Majo rArterial 1700 45 1180 782 784 0.029 1 11 1 Major Arterial 1700 45 1181 784 782 0.029 11 1 Major Arterial 1700 45 1182 784 786 0.025 11 1 Major Arterial 1200 45 1183 786 784 0.025 11 1 Major Arterial 1200 45 1184 786 1353 0.14 11 1 Major Arterial 1200 45 1185 1353 786 0.14 11 1 Major Arterial 1200 45 1186 827 1355 0.471 11 2 Minor Arterial 3300 40 1187 1355 827 0.471 11 2 Minor Arterial 3300 40 1188 795 797 0.068 12 1 Ramp 1500 35 1189 797 795 0.068 12 1 Ramp 1500 35 1190 792 797 0.024 12 1 Ramp 1500 35 1191 797 792 0.024 12 1 Ramp 1500 35 1192 792 793 0.027 12 1 Ramp 1500 35 1193 793 792 0.027 12 1 Ramp 1500 35 1194 802 804 0.009 11 1 Minor Arterial 1700 40 1195 804 802 0.009 11 1 Minor Arterial 1700 40 1196 814 824 0.05 12 1 Ramp 1500 35 Page 21 of 91 Appendix C - Page 22 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (veh/hr) FS(mh 1197 824 814 0.05 12 1Ramp 1500 35 1198 821 824 0.016 12 1 Ramp 1500 35 1199 824 821 0.016 12 1 Ramp 1500 35 1200 821 822 0.045 12 1 Ramp 1500 35 1201 822 821 0.045 12 1 Ramp 1500 35 1202 826 828 0.007 11 1 Major Arterial 1700 45 1203 828 826 0.007 11 1 Major Arterial 1700 45 1204 832 830 0.024 11 1 Minor Arterial 1700 40 1205 852 1360 0.025 11 1 Minor Arterial 1700 40 1206 1360 852 0.025 11 1 Minor Arterial 1700 40 1207 874 878 0.03 11 1 Minor Arterial 1700 40 1208 878 874 0.03 11 1 Minor Arterial 1700 40 1209 889 894 0.012 12 1 Ram p 1500 35 1210 894 889 0.012 12 1 Ramp 1500 35 1211 892 894 0.037 12 1 Ramp 1500 35 1212 894 892 0.037 12 1 Ramp 1500 35 1213 892 898 0.085 12 1Ramp 1500 35 1214 898 892 0.085 12 1 Ramp 1500 35 1215 900 902 0.028 12 1 Ramp 1500 35 1216 902 900 0.028 12 1 Ram p 1500 35 1217 902 906 0.007 12 1 Ramp 1500 35 1218 906 902 0.007 12 1 Ramp 1500 35 1219 903 906 0.018 12 1 Ramp 1500 35 1220 906 903 0.018 12 1 Ramp 1500 35 1221 913 1536 0.105 11 1 Minor Arterial 1700 40 1222 1536 913 0.105 11 1 Minor Arterial 1700 40 1223 912 1536 0.118 11 1 Minor Arterial 1700 40 1224 1536 912 0.118 11 1 Minor Arterial 1700 40 1225 915 1536 0.083 11 1 Minor Arterial 1700 40 1226 1536 915 0.083 11 1 Minor Arterial 1700 40 1227 916 918 0.093 11 2 Minor Arterial 3300 40 1228 918 916 0.093 11 2 Minor Arterial 3300 40 1229 918 925 0.029 11 2 Minor Arterial 3300 40 1230 925 918 0.029 11 2 Minor Arterial 3300 40 1231 920 927 0.039 11 2 Minor Arterial 3300 40 1232 927 920 0.039 11 2 Minor Arterial 3300 40 1233 922 927 0.029 11 2 Minor Arterial 3300 40 1234 927 922 0.029 11 2 Minor Arterial 3300 40 1235 1365 1539 0.382 11 1 Collector/I Local Road 1200 40 1236 1539 1365 0.382 11 1 Collector / Local Road 1200 40 1237 1366 1539 0.057 11 1 Major Arterial 1200 45 1238 1539 1366 0.057 11 1 Major Arterial 1200 45 1239 959 964 0.027 11 1 Minor Arterial 1700 40 1240 964 959 0.027 11 1 Minor Arterial 1700 40 1241 959 962 0.007 11 1 Minor Arterial 1700 40 1242 962 959 0.007 11 1 Minor Arterial 1700 40 1243 1377 1379 0.043 11 1 Major Arterial 1700 45 1244 1379 1377 0.043 11 1 Major Arterial 1700 45 1245 1377 1378 0.048 11 1 Collector! Local Road 1700 40 1246 1378 1377 0.048 11 1 Collector! Local Road 1700 40 1247 967 968 0.066 11 1 Collector! Local Road 1700 40 1248 968 967 0.066 11 1 Collector! Local Road 1700 40 1249 1545 1546 1.032 12 1 Principal Arterial 1600 35 1250 1546 1545 1.032 12 1 Principal Arterial 1600 35 1251 1381 1545 1.377 11 1 Principal Arterial 1600 50 1252 1545 1381 1.377 11 1 Principal Arterial 1600 50 11253 1546 11547 1.561 12 1 Principal Arterial 1600 35 Page 22 of 91 Appendix C - Page 23 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh LinkU UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr F5(mh 1254 1547 1546 1.561 12 1 Principal Arterial 1600 35 1255 1380 1547 0.267 12 1 Major Arterial 1700 35 1256 1547 1380 0.267 12 1 Major Arterial 1700 35 1257 978 1549 1.163 12 2 Major Arterial 2850 35 1258 1549 978 1.163 12 2 Major Arterial 2850 35 1259 1383 1385 0.631 12 1 Principal Arterial 1700 35 1260 1385 1383 0.631 12 1 Principal Arterial 1700 35 1261 1389 1552 0.088 12 1 Minor Arterial 1100 35 1262 1552 1389 0.088 12 1 Minor Arterial 1100 35 1263 986 1000 0.066 11 2 Principal Arterial 3400 45 1264 1000 986 0.066 11 2 Principal Arterial 3400 45 1265 986 995 0.345 11 2 Ramp 3000 40 1266 995 986 0.345 11 2 Ramp 3000 40 1267 991 992 0.007 '1`1 1 Collector / Local Road 1700 40 1268 992 991 0.007 11 1 Collector / Local Road 1700 40 1269 1393 1561 0.185 11 1 Minor Arterial 1700 40 1270 1561 1393 0,185 11 1 Minor Arterial 1700 40 1271 1564 1565 0.03 11 1 Minor Arterial 1200 40 1272 1565 1564 0.03 11 1 Minor Arterial 1200 40 1273 1012 1566 0.363 11 1 Minor Arterial 1700 40 1274 1566 1012 0.363 11 1 Minor Arterial 1700 40 1275 1395 1571 0.24 12 1 Major Arterial 1100 35 1276 1571 1395 0.24 12 1 Major Arterial 1100 35 1277 1573 1575 0.121 11 1 Minor Arterial 1700 40 1278 1575 1573 0.121 11 1 Minor Arterial 1700 40 1279 1024 1027 0.068 11 1 Minor Arterial 1700 40 1280 1027 1024 0.068 11 1 Minor Arterial 1700 40 1281 1398 1575 0.328 11 1 Collector/ Local Road 1700 40 1282 1575 1398 0.328 11 1 Collector / Local Road 1700 40 1283 1025 1032 1.676 11 1 Minor Arterial 1200 40 1284 1032 1025 1.676 11 1 Minor Arterial 1200 40 1285 1033 1039 0.092 12 1 Ramp 1500 35 1286 1039 1033 0.092 12 1 Ramp 1500 35 1287 1038 1577 0.083 11 1 Minor Arterial 1700 40 1288 1577 1038 0.083 11 1 Minor Arterial 1700 40 1289 1039 1577 0.09 12 1 Ramp 1500 35 1290 1577 1039 0.09 12 1 -Ramp 1500 35 1291 1040 1577 0.073 11 1 Minor Arterial 1700 40 1292 1577 1040 0.073 11 1 Minor Arterial 1700 40 1293 715 1574 2.971 11 2 Principal Arterial 3400 45 1294 1574 715 2.971 11 2 Principal Arterial 3400 45 1295 1045 1047 0.026 11 1 Minor Arterial 1700 40 1296 1047 1045 0.026 11 1 Minor Arterial 1700 40 1297 1051 1055 0.029 11 2 Minor Arterial 3300 40 1298 1055 1051 0.029 11 2 Minor Arterial 3300 40 1299 1399 1579 0.463 11 1 Minor Arterial 1700 40 1300 1579 1399 0.463 11 1 Minor Arterial 1700 40 1301 1055 1401 0.038 11 2 Minor Arterial 3300 40 1302 1401 1055 0.038 11 2 Minor Arterial 3300 40 1303 1581 1582 0.21 11 2 Minor Arterial 3300 40 1304 1582 1581 0.21 11 2 Minor Arterial 3300 40 1305 1583 1056 0.045 11 2 Collector/I Local Road 3300 40 1306 1058 1583 0.047 11 2 Minor Arterial 3300 40 1307 1064 1582 0.048 11 2 Minor Arterial 3300 40 1308 1582 1064 0.048 11 2 Minor Arterial 3300 40 1309 1584 1585 0.03 11 1 Minor Arterial 1700 40 1310 1585 1584 0.03 11 1 Minor Arterial 1700 40 Page 23 of 91 Appendix C - Page 24 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

- ___ ___ (ml) Width(t Lanes Rate______r 1311 1402 1586 0.335 11 1 Minor Arterial 1700 40 1312 1586 1402 0.335 11 1 Minor Arterial 1700 40 1313 1579 1588 0.42 11 1 Minor Arterial 1700 40 1314 1588 1579 0.42 11 1 Minor Arterial 1700 40 1315 1063 1064 0.027 11 2 Minor Arterial 3300 40 1316 1064 1063 0.027 11 2 Minor Arterial 3300 40 1317 1571 1589 2.484 12 1 Major Arterial 1100 35 1318 1589 1571 2.484 12 1 Major Arterial 1100 35 1319 1063 1070 0.015 11 2 Minor Arterial 3300 40 1320 1070 1063 0.015 11 2 Minor Arterial 3300 40 1321 1407 1589 0.033 11 1 Major Arterial 1300 55 1322 1589 1407 0.033 11 1 Major Arterial 1200 45 1323 1080 1084 0.018 11 2 Minor Arterial 3300 40 1324 1084 1080 0.018 11 2 Minor Arterial 3300 40 1325 1025 1591 1.914 11 1 Minor Arterial 1200 40 1326 1591 1025 1.914 11 1 Minor Arterial 1200 40 1327 1098 1101 0.119 11 1 Minor Arterial 1700 40 1328 1101 1098 0.119 11 1 Minor Arterial 1700 40 1329 1104 1600 0.075 11 1 Principal Arterial 1700 45 1330 1100 1602 0.389 12 1 Ram p 1500 35 1331 1602 1100 0.389 12 1 Ramp 1500 35 1332 1408 1602 0.452 11 2 Minor Arterial 3300 40 1333 1602 1408 0.452 11 2 Minor Arterial 3300 40 1334 1601 1603 0.148 11 1 Minor Arterial 1700 40 1335 1603 1601 0.148 11 1 Minor Arterial 1700 40 1336 1606 1607 0.385 12 1 Major Arterial 1700 35 1337 1607 1606 0.385 12 1 Major Arterial 1700 35; 1338 1410 1605 0.701 11 1 Minor Arterial 1700 40 1339 1605 1410 0.701 11 1 Minor Arterial 1700 40 1340 1415 1609 0.526 11 1 Major Arterial 1700 45 1341 1609 1415 0.526 11 1 Major Arterial 1700 45 1342 1413 1608 0.124 12 1 Major Arterial 1700 35 1343 1608 1413 0.124 11 2 Major Arterial 3300 45 1344 1412 1413 0.005 12 1 Major Arterial 1700 35 1345 1413 1412 0.005 12 1 Major Arterial 1700 35 1346 1596 1610 1.529 11 1 Minor Arterial 1200 40 1347 1610 1596 1.529 11 1 Minor Arterial 1200 40 1348 1110 1609 0.563 11 2 Major Arterial 3300 45 1349 1609 1110 0.563 11 2 Major Arterial 3300 45 1350 1108 1611 0.045 11 1 Minor Arterial 1700 40 1351 1611 1108 0.045 11 1 Minor Arterial 1700 40 1352 1112 1612 0.166 11 2 Major Arterial 3300 45 1353 1612 1112 0.166 11 2 Major Arterial 3300 45 1354 1416 1613 2.333 11 1 Minor Arterial 1200 40 1355 1613 1416 2.333 11 1 Minor Arterial 1200 40 1356 1611 1614 0.156 11 1 Minor Arterial 1700 40 1357 1614 1611 0.156 11 1 Minor Arterial 1700 40 1358 1115 1614 0.045 11 1 Collector/ LocaliRoad ___1700 40 1359 1614 1115 0.045 11 1 Collector/ Local Road 1700 40 1360 1616 1617 0.801 12 1 Major Arterial 1700 25 1361 1617 1616 0.801 12 1 Major Arterial 1700 25 1362 1124 1614 0.138 11 1 Minor Arterial ___1700 40 1363 1614 1124 0.138 11 1 Minor Arterial 1700 40 1364 1121 1124 0.031 11 1 Minor Arterial ___1700 40 1365 1124 1121 0.031 11 1 Minor Arterial ___1700 4 1366 1417 1612 0.801 11 1 Major Arterial ___1700 4 1367 11612 1417 0.801 11 1 Major Arterial 1700 4 Page 24 of 91 Appendix C - Page 25 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link U-Nde D-ode Width (ift) Lanes Roda ye Rate (vehlhr) FF(mh 1368 1121 1126 0.11 11 1 Minor Arterial 1700 40 1369 1126 1121 0.11 11 1 Minor Arterial 1700 40 1370 1126 1620 0.029 11 1 Minor Arterial 1700 40 1371 1620 1126 0.029 11 1 Minor Arterial 1700 40 1372 1127 1620 0.028 11 1 Minor Arterial 1700 40 1373 1620 1127 0ý028 11 1 Minor Arterial 1700 40 1374 1125 1620 0.035 11 1 Minor Arterial 1700 40 1375 1620 1125 0.035 11 1 Minor Arterial 1700 40 1376 1622 1623 0.091 11 1 Principal Arterial 1700 45 1 1377 1623 1622 0.091 11 1 Principal Arterial 1700 45 1378 1125 1130 0.122 11 1 Minor Arterial 1700 40 1379 1130 1125 0.122 11 1 Minor Arterial 1700 40 1380 1625 1626 1.789 11 1 Minor Arterial 1200 40 1381 1626 1625 1.789 11 1 Minor Arterial 1200 40 1382 1132 1627 0.04 11 1 Minor Arterial 1700 40 1383 1627 1132 0.04 11 1 Minor Arterial 1700 40 1384 1629 1627 0.037 12 1 Ramp 1500 35 1385 1135 1136 0.027 11 1 Minor Arterial 1700 40 1386 1136 1135 0.027 11 1 Minor Arterial 1700 40 1387 1137 1158 0.024 11 2 Minor Arterial 3300 45 1388 1158 1137 0.024 11 2 Minor Arterial 3300 45 1389 1137 1139 0.042 11 2 Minor Arterial 3300 45 1390 1139 1137 0.042 11 2 Minor Arterial 3300 45 1391 1139 1630 0.043 11 2 Minor Arterial 3300 45 1392 1630 1139 0.043 11 2 Minor Arterial 3300 45 1393 1140 1631 0.042 11 2 Minor Arterial 3300 45 1394 1631 1140 0.042 11 2 Minor Arterial 3300 45 1395 1140 1632 0.034 11 2 Principal Arterial 3400 45 1396 1632 1140 0.034 11 2 Principal Arterial 3400 45 1397 1136 1633 0.077 11 1 Minor Arterial 1700 40 1398 1633 1136 0.077 11 1 Minor Arterial 1700 40 1399 1146 1150 0.033 11 1 Ramp 1500 55 1400 1150 1146 0.033 11 1 Ram p 1500 55 1401 1148 1635 10.019 11 2 Major Arterial 3400 50 1402 1635 1148 0.019 11 2 Major Arterial 3400 50 1403 1151 1636 0.18 12 1 Ramp 1500 35 1404 1428 1610 2.771 11 1 Collector/ Local Road 1200 40 1405 1610 1428 2.771 11 1 Collector/ Local Road 1200 40 1406 1152 1156 0.126 11 1 Major Arterial 1700 45 1407 1156 1152 0.126 11 1 Major Arterial 1700 45 1408 1156 1638 0.027 11 1 Major Arterial 1700 45 1 1409 1638 1156 0.027 11 1- Major Arterial 1700 45 1410 1159 1161 0.035 11 1 -Ramnp 1500 55 1411 1161 1159 0.035 11 1 Ramp 1500 55 1412 1163 1165 0.075 11 1 Ramp 1500 55 1413 1165 1163 0.075 11 1 Ramp 1500 55 1414 1162 1166 0.078 11 2 Major Arterial 3400 50 1415 1166 1162 0.078 11 2 Major Arterial 3400 50 1416 1642 1643 0.732 11 1 Minor Arterial 1200 40 1417 1643 1642 0.732 11 1 Minor Arterial 1200 40 1418 1169 1428 0.341 11 1 Collector /LocaliRoad 1200 40 1419 1428 1169 0.341 11 1 Collector /Local Road 1200 40 1420 1167 1644 0.111 12 1 Minor Arterial 1700 35 1421 1644 1167 0.111 12 1 Minor Arterial 1700 35 1422 1435 1502 0.193 11 1 Collector/ Local Road 1200 40 1423 1502 1435 0.193 11 1 Collector / Local Road 1200 40 1424 1169 1170 10.128 11 1 Collector /Local Road 1700 4 Page 25 of 91 Appendix C - Page 26 of 104

Appendix C Three Mile Island NGS Appedix Thre Network MleIlandNGSRoadway Data Table Lik#

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

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

1425 1170 1169 0.128 11 1 Collector/ Local Road 1700 40 1426 1432 1641 0.551 12 1 Minor Arterial 1700 35 1427 1641 1432 0.551 12 1 Minor Arterial 1700 35 1428 1185 1647 0.702 11 1 Minor Arterial 1700 40 1429 1647 1185 0.702 11 1 Minor Arterial 1700 40 1430 1649 1650 0.056 11 1 Minor Arterial 1200 45 1431 1650 1649 0.056 11 1 Minor Arterial 1200 45 1432 1649 1651 0.051 11 1 Principal Arterial 1600 45 1433 1651 1649 0.051 11 1 Principal Arterial 1600 45 1434 1652 1650 0.077 11 1 Ramp 1500 55 1435 1651 1652 0.068 12 1 Ramp 1500 35 1436 1649 1653 0.196 11 1 Ramp 1500 55 1437 1171 1174 0.073 11 2 Major Arterial 3400 50 1438 1174 1171 0.073 11 2 Major Arterial 3400 50 1439 1431 1654 0.633 11 1 Minor Arterial 1700 40 1440 1654 14.31 0.633 11 1 Minor Arterial 1700 40 1441 1177 1179 0.073 12 1 Ramp 1500 35 1442 1179 1177 0.073 12 1 Ramp 1500 35 1443 1174 1176 0.018 11 2 Major Arterial 3400 50 1444 1176 1174 0.018 11 2 Major Arterial 3400 50 1445 1654 1655 1.114 11 1 Minor Arterial 1700 40 1446 1655 1654 1.114 11 1 Minor Arterial 1700 40 1447 1178 1437 0.021 11 1 Minor Arterial 1700 40 1448 1437 1178 0.021 11 1 Minor Arterial 1700 40 1449 1178 1181 0.033 11 1 Minor Arterial 1700 40 1450 1181 1178 0.033 11 1 Minor Arterial 1700 40 1451 1173 1187 0.083 12 1 Ramp 1500 35 1452 1187 1173 0.083 12 1 Ramp 1500 35 1453 1181 1657 0.066 11 1 Minor Arterial 1700 40 1454 1657 1181 0.066 11 1 Minor Arterial 1700 40 1455 1659 1658 0.099 12 1 Ramp 1500 35 1456 1186 1188 0.047 11 1 Minor Arterial 1700 40 1457 1188 1186 0.047 11 1 Minor Arterial 1700 40 1458 1183 1189 0.109 11 1 Collector/ Local Road 1200 40 1459 1189 1183 0.109 11 1 Collector/ Local Road 1200 40 1460 1191 1199 0.009 11 1 Minor Arterial 1700 40 1461 1199 1191 0.009 11 1 Minor Arterial 1700 40 1462 1660 1661 0.108 11 2 Major Arterial 3400 50 1463 1661 1660 0.108 11 2 Major Arterial 3400 50 1464 1637 1665 2.098 11 1 Collector / Local Road 1700 40 1465 1665 1637 2.098 11 1 Collector/ Local Road 1700 40 1466 1441 1665 0.309 11 1 Minor Arterial 1700 40 1467 1665 1441 0.309 11 1 Minor Arterial 1700 40 1468 1446 1665 0.367 11 1 Minor Arterial 1700 40 1469 1665 1446 0.367 11 1 Minor Arterial 1700 40 1470 1227 1230 0.087 11 2 Minor Arterial 3300 40 1471 1230 1227 0.087 11 2 Minor Arterial 3300 40 1472 1446 1451 1.534 11 1 Minor Arterial 1200 40 1473 1451 1446 1.534 11 1 Minor Arterial 1200 40 1474 1447 1670 2.075 12 1 Major Arterial 1100 25 1475 1670 1447 2,075 12 1 Major Arterial 1100 25 1476 1680 1681 0.579 11 1 Collector /Local Road 1700 40 1477 1681 1680 0.579 11 1 Collector/ Local Road 1700 40 1478 1247 1249 0.041 11 1 Minor Arterial 1700 40 1479 1249 1247 0.041 11 1 Minor Arterial 1700 40 1480 '1251 1255 0.26 11 1 Minor Arterial 1700 40 1481 1255 1251 0.26 11 1 Minor Arterial 1700 . 40 Page 26 of 91 Appendix C - Page 27 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#-od -Nce Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1482 1266 1465 0.042 11 1 Major Arterial 1200 45 1483 1465 1266 0.042 11 1 Major Arterial 1200 45 1484 1266 1682 1.096 11 1 Major Arterial 1200 45 1485 1682 1266 1.096 11 1 Major Arterial 1200 45 1486 1470 1693 0.89 11 1 Major Arterial 1200 45 1487 1693 1470 0.89 11 1 Major Arterial 1200 45 1488 1471 1696 0.256 11 1 Major Arterial 1700 45 1489 1696 1471 0.256 11 1 Major Arterial 1700 45 1490 1273 1274 0.065 11 2 Major Arterial 3300 45 1491 1274 1273 0.065 11 2 Major Arterial 3300 45 1492 1699 1700 0.235 11 1 Minor Arterial 1200 40 1493 1700 1699 0.235 11 1 Minor Arterial 1200 40 1494 1472 1474 0.177 1 12 1 Major Arterial 1700 25 1495 1474 1472 0.177 12 1 Major Arterial 1___700 25 1496 1474 1476 0.21 11 1 Major Arterial 1700 45 1497 1476 1474 0.21 11 1 Major Arterial 1700 45 1498 1699 1701 0.181 11 1 Minor Arterial 1200 40 1499 1701 1699 0.181 11 1 Minor Arterial 1200 40 1500 1475 1482 10.431 11 1 Minor Arterial 1200 40 1501 1482 1475 0.431 11 1 Minor Arterial 1200 40 1502 1484 1704 1.365 11 1 Collector/ Local Road 1200 40 1503 1704 1484 1.365 11 1 Collector/ Local Road 1200 40 1504 1286 1484 1.256 11 1 Major Arterial 1200 45 1505 1484 1286 1.256 11 1 Ma r Arterial 1200 45 1506 1287 1707 0.037 11 2 Principal Arterial 3400 45 1507 1707 1287 0.037 11 2 Principal Arterial 3400 45 1508 1706 1708 0.395 11 1 Minor Arterial 1200 40 1509 1708 1706 0.395 11 1 Minor Arterial 1200 40 1510 1287 1290 0.048 11 2 Principal Arterial 3400 45 1511 1290 1287 0.048 11 2 Principal Arterial 3400 45 1512 1290 1709 0.021 11 2 Principal Arterial 3400 45 1513 1709 1290 0.021 11 2 Principal Arterial 3400 45 1514 1293 1295 0.03 11 1 Minor Arterial 1700 40 1515 1 1295 1293 0.03 11 1 Minor Arterial 1700 40 1516 1295 1296 0.015 11 1 Minor Arterial 1700 40 1517 1296 1295 0.015 11 1 Minor Arterial 1700 40 1518 1304 1306 0.018 111Minor Arterial 1700 40 1519 1306 1304 0.018 111Minor Arterial 1700 40 1520 1304 1307 0.019 111Minor Arterial 1700 40 1521 1307 1304 0.019 ii1Minor Arterial 1700 40 1522 1307 1308 0.009 111Minor Arterial 1200 40 1523 1308 1307 0.009 111Minor Arterial 1200 40 1524 1310 1314 0.024 111Major Arterial 1700 45 1525 1314 1310 0.024 11 1Major Arterial 1700 45 1526 1310 1313 0.009 11 Major Arterial 1700 45 1527 1313 1310 0.009 11 Major Arterial 1700 45 1528 1487 1711 0.124 11 1Minor Arterial 1200 40 1529 1711 1487 0.124 1 11 1Minor Arterial 1200 40 1530 1486 1491 1.263 11 1 1 Minor Arterial 1200 40 1531 1491 1486 1.263 11 1 Minor Arterial 1200 40 1532 1317 1712 0.012 11 1 Major Arterial 1700 45 1533 1712 1317 0.012 11 1 Major Arterial 1700 45 1534 1319 1712 0.014 11 1 Major Arterial 1700 45 1535 1712 1319 0.014 11 1 Major Arterial 1___700 45 1536 1489 1491 0.109 11 1 Minor Arterial 1700 40 1537 1491 1489 0.109 11 1 Minor Arterial 1700 40 1538 1489 1715 1.805 11 1 Minor Arterial 1200 40 Page 27 of 91 Appendix C - Page 28 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-Nde

1. D-Nde (ml) Width (ft) Lanes Roda ye Rate( ehlhr) FFmh 1539 1715 1489 1.805 11 1 Minor Arterial 1200 40 1540 1492 1494 0.302 11 1 Major Arterial 1700 45 1541 1494 1492 0.302 11 1 Major Arterial 1700 45 1542 1495 1719 0.978 12 1 Major Arterial 1100 35 1543 1719 1495 0.978 12 1 Major Arterial 1100 35 1544 1490 1720 3.069 11 1 Major Arterial 1200 45 1545 1720 1490 3.069 11 1 Major Arterial 1200 45 1546 1496 1721 0.092 11 1 Major Arterial 1700 45 1547 1721 1496 0.092 11 1 Major Arterial 1700 45 1548 1497 1720 0.278 11 1 Major Arterial 1700 45 1549 1720 1497 0.278 `11 1 Major Arterial 1700 45 1550 1715 1722 2.581 11 1 Minor Arterial 1200 40 1551 1722 1715 2.581 11 1 Minor Arterial 1200 40 1552 1498 1724 0.142 11 1 Major Arterial 1200 45 1553 1724 1498 0.142 11 1 Major Arterial 1200 45 1554 1330 1331 0.025 11 1 Major Arterial 1200 45 1555 1331 1330 0.025 11 1 Major Arterial 1200 45 1556 1337 1340 0.016 11 1 Major Arterial 1700 45 1557 1340 1337 0.016 11 1 Major Arterial 1700 45 1558 835 832 0.009 11 1 Minor Arterial 1700 40 1559 1358 835 0.093 11 1 Minor Arterial 1700 40 1560 1358 1535 0.13 11 1 Minor Arterial 1700 40 1561 1535 1358 0.13 11 1 Minor Arterial 1700 40 1562 1261 1733 0.023 11 1 Minor Arterial 1700 40 1563 1733 1261 0.023 1 11 1 Minor Arterial 1700 40 1564 1265 1734 0.025 11 1 Minor Arterial 1700 40 1565 1734 1265 0.025 11 1 Minor Arterial 1700 40 1566 1563 1566 0.924 11 1 Minor Arterial 1700 40 1567 1566 1563 0.924 11 1 Minor Arterial 1700 40 1568 1591 1605 2.864 11 1 Collector /Local Road 1700 40 1569 1605 1591 2.864 1 11 1 Collector/ Local Road 1700 40 1570 1592 1596 1.198 11 1 Collector /Local Road 1200 40 1571 1596 1592 1.198 11 1 Collector /Local Road 1200 40 1572 1092 1598 0.681 11 2 Minor Arterial 3300 40 1573 1598 1092 0.681 11 2 Minor Arterial 3300 40 1574 1089 1408 1.148 11 1 Minor Arterial 1700 40 1575 1408 1089 1.148 11 1 Minor Arterial 1700 40 1576 1267 1268 0.081 11 1 Minor Arterial 1200 40 1577 1268 1267 0.081 11 1 Minor Arterial 1200 40 1578 1622 1736 0.305 12 1 Ramp 1500 35 1579 1739 1129 0.222 12 2 Freeway 4100 60 1580 938 935 0.506 12 2 Freeway 4100 65 1581 932 934 0.136 11 2 Major Arterial 3300 45 1582 934 932 0.136 11 2 Major Arterial 3300 45 1583 1320 1322 0.126 11 1 Major Arterial 1700 45 1584 1322 1320 0.126 11 1 Major Arterial 1700 45 1585 1321 1324 0,434 12 2 Freeway 4100 55 1586 1143 1635 0.096 11 -1 Ramp 1500 55 1587 1147 1635 0.046 11 2 Principal Arterial 3400 45 1588 1635 1147 0.046 11 2 Principal Arterial 3400 45 1589 1148 1162 0.056 11 2 Major Arterial 3400 50 1590 1162 1148 0.056 11 2 Major Arterial 3400 50 1591 1741 938 1.099 12 2 Freeway 4100 65 1592 841 854 0.139 11 2 Principal Arterial 3400 45 1593 847 856 0.081 12 1 Ramp 1500 35 1594 855 844 0.135 11 2 Principal Arterial 3400 45 1595 843 840 0.076 12 1 Ramp 1500 35 Page 28 of 91 Appendix C - Page 29 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Length Lane Number of Saturation Flow Link # U-Node D-Node (ml) Width (ft) Lanes Roadway Type Rate (vehlhr) ____(mph) 1596 856 1742 0.158 12 1 Ramp 1500 35 1597 877 1742 0.403 12 1 Ramp 1500 35 1598 1742 1743 0.086 12 1 Ramp 1500 35 1599 1182 1644 0.255 12 1 Minor Arterial 1700 35 1600 1644 1182 0.255 12 11 Minor Arterial 1700 35 1601 1127 1627 0.205 11 1 Minor Arterial 1700 40 1602 1627 1127 0.205 11 1 Minor Arterial 1700 40 1603 1744 1523 0.068 1 12 2 Freeway 4100 65 1 1604 1683 1699 0.367 11 1 Minor Arterial 1200 40 1605 1699 1683 0.367 11 1 Minor Arterial 1200 40 1606 1327 1747 0.271 12 2 Freeway 4100 65 1607 1326 1330 0.093 11 1 Major Arterial 1200 45 1608 1330 1326 0.093 11 1 Major Arterial 1200 45 1609 1313 1317 0.096 11 1 Major Arterial 1700 45 1610 1317 1313 0.096 11 1 Major Arterial 1700 45 1611 1311 1318 0.347 12 2 Freeway 4100 65 1612 1298 1709 0.088 11 2 Principal Arterial 3400 451 1613 1709 1298 0.088 11 2 Principal Arterial 3400 45 1614 1289 1748 0.178 12 2 Freeway 106 1615 1177 1171 0.066 12 1 Ramp 1500 35 1616 1750 1751 0.332 11 1 Minor Arterial 1700 40 1617 1751 1750 0.332 11 1 Minor Arterial 1700 40 1618 1691 1756 0.043 11 1 Major Arterial 1200 45 1619 1756 1691 0.043 11 1 Major Arterial 1200 45 1620 1759 1741 0.522 11 1 Ramp 1500 55 1621 1759 1529 0.534 11 1 Ramp 1500 55 1622 1623 1760 0.42 12 1 Ramp 1500 35 1623 1760 1623 0.42 12 1 Ramp 1500 35 1624 1762 1763 0.173 12 1 Ramp 1500 35 1625 1763 1760 0.06 12 1 Ramp 1500 35 1626 1761 1763 0.391 12 1 Ramp 1500 35 1627 1760 1764 0.341 12 1 Ramp 1500 35 1628 1335 1336 0.017 11 1 Major Arterial 1700 45 1629 1336 1335 0.017 11 1 1 Major Arterial 1700 45 1630 1335 1729 0.026 11 1 Major Arterial 1700 45 1631 1729 1335 0.026 11 1 Major Arterial 1700 45 1632 1758 1766 0.333 11 1 Major Arterial 1200 45 1633 1766 1758 0.333 11 1 Major Arterial 1200 45 1634 1769 729 0.241 12 1 Ramp 1500 35 1635 700 721 0.273 12 1 Ramp 1500 35 1636 1752 1770 0.097 12 1 Major Arterial 1100 35 1637 1770 1752 0.097 12 1 Major Arterial 1100 35 1638 1405 1580 0.3 11 1 Minor Arterial 1700 40 1639 1580 1405 0.3 11 1 Minor Arterial 1700 40 1640 1065 1074 0.329 12 1 Ramp 1500 35 1641 1071 1512 1.469 12 2 Freeway 4100 65 1642 1772 1520 1.445 11 1 Ramp 1500 55 1643 1773 1095 0.217 11 2 Minor Arterial 3300 40 1644 1773 1774 0.886 12 1 Ramp 1500 35 1645 1522 1513 1.343 11 1 Ramp 1500 55 1646 1072 1514 0.597 12 1 Ramp 1500 35 1647 1517 1068 0.651 12 1 Ramp 1500 35 1648 1775 1521 0.535 12 1 Freeway 2050 55 1649 1516 1521 0,738 12 1 1 Ramp 1500 35 1650 705 1774 0.314 12 1 Ramp 1500 35 1651 1774 1519 0.727 12 1 Ramp 1500 35 1652 1520 11113 1.178 12 2 Freeway 4100 65 Page 29 of 91 Appendix C - Page 30 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

U-oe Link#

UNod D-oe D-ode Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fvelow Rate________

FFS (mph) 1653 1111 1522 1.016 12 2 Freeway 4100 65 1654 1519 1093 0.912 12 2 Freeway 4100 55 1655 717 1584 0.854 12 1 Ramp 1500 35 1656 1585 1515 0.678 12 1 Ramp 1500 35 1657 1110 1112 0.378 11 2 Major Arterial 3300 45 1658 1112 1110 0.378 11 2 Major Arterial 3300 45 1659 1118 1111 1.871 12 2 Freeway 4100 65 1660 1113 1117 1.725 12 2 Freeway 4100 65 1661 1068 1036 0.799 12 2 Freeway 4100 55 1662 1034 707 0.969 12 1 Ramp 1500 35 1663 917 896 0.441 12 2 Freeway 4100 65 1664 763 1776 0.347 11 1 Minor Arterial 1700 40 1665 1776 763 0.347 11 1 Minor Arterial 1700 40 1666 1406 1580 1.63 11 1 Minor Arterial 1700 40 1667 1580 1406 _1.63 11 1 Minor Arterial 1700 40 1668 774 1776 0.059 11 1 Minor Arterial 1700 40 1669 1776 775 0.064 11 1 Minor Arterial 1700 40 1670 958 930 2.884 12 2 Freeway 4100 65 1671 1354 1355 0.083 11 1 Minor Arterial 1200 40 1672 1355 1354 0.083 11 1 Minor Arterial 1200 40 1673 1707 1288 0.044 12 1 Ramp 1500 35 1674 1696 1778 0.804 11 2 Major Arterial 3300 45 1675 1778 1696 0.804 11 2 Major Arterial 3300 45 1676 1298 1779 0.016 11 2 Principal Arterial 3400 45 1677 1779 1298 0.016 11 2 Principal Arterial 3400 45 1678 1298 1780 0.022 12 1 Ramp 1500 35 1679 1780 1291 0.147 12 1 Ram p 1500 35 1680 1779 1780 0.031 12 1 Ramp 1500 35 1681 1296 1306 0.086 11 1 Minor Arterial 1700 40 1682 1306 1296 0.086 11 1 -Minor Arterial 1700 40 1683 1781 1535 0.267 10 1 Collector /Local Road 800 15 1684 1568 1574 3.412 11 2 Principal Arterial 3400 45 1685 1574 1568 3.412 11 2 Principal Arterial 3400 45 1686 1000 1388 0.464 11 1 Principal Arterial 1700 45 1687 1388 1000 0.464 11 1 Principal Arterial 1700 45 1688 1692 1783 0.025 11 1 Principal Arterial 1700 45 1689 1783 1692 0.025 11 1 Principal Arterial 1700 45 1690 1102 1784 0.004 11 1 Minor Arterial 1700 40 1691 1784 1102 0.004 11 1 Minor Arterial 1700 40 1692 1785 1103 0.042 11 1 Minor Arterial 1700 40 1693 1526 1629 0.13 12 1 Ram p 1500 35 1694 1629 1132 0.035 12 1 Ramp 1500 35 1695 1168 1786 0.839 12 2 Freeway 4100 55 1696 1270 1274 0.091 11 2 Major Arterial 3300 45 1697 1274 1270 0.091 11 2 Major Arterial 3300 45 1698 1381 1787 0.931 11 1 Minor Arterial 1200 40 1699 1787 1381 0.931 11 1 Minor Arterial 1200 40 1700 1394 1788 0.793 10 1 Collector/ Local Road 800 15 1701 1788 1394 0.793 10 1 Collector / Local Road 800 15 1702 766 1771 0.051 11 1 Major Arterial 1200 45 1703 1634 1789 0.018 11 2 Principal Arterial 3400 45 1704 1789 1634 0.018 11 2 Principal Arterial 3400 45 1705 1632 1789 0.068 11 2 Principal Arterial 3400 45 1706 1789 1632 0.068 11 2 Principal Arterial 3400 45 1707 1789 1790 0.013 12 1 Ramp 1500 35 1708 1634 1790 0.024 12 1 Ramp 1500 35 1709 1651 1658 0.144 11 1 Principal Arterial 1600 1 45 Page 30 of 91 Appendix C - Page 31 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1710 1658 1651 0.144 11 1 Principal Arterial 1600 45 1711 1705 1792 0.153 11 1 Major Arterial 1700 45 1712 1792 1705 0.153 11 1 Major Arterial 1700 45 1713 838 842 0.447 12 1 Ramp 1500 35 1714 838 841 0.239 11 2 Principal Arterial 3400 45 1715 844 839 0.22 11 2 Principal Arterial 3400 45 1716 1793 1794 0.164 11 2 Major Arterial 3300 45 1717 1794 1793 0.164 11 2 Major Arterial 3300 45 1718 1535 1795 0.338 10 1 Collector /Local Road 800 15 1719 1795 1781 0.073 10 1 Collector/ Local Road 800 15 1720 1796 837 0.034 11 1 Collector / Local Road 1700 40 1721 1797 837 0.024 11 2 Major Arterial 3300 45 1722 832 1797 0.006 11 2 Major Arterial 3300 45 1723 1796 1797 0.02 11 1 Minor Arterial 1700 40 1724 1798 835 0.008 11 2 Major Arterial 3300 45 1725 1797 1798 0.009 111Minor Arterial 1700 40 1726 1798 1358 0.089 ii1Minor Arterial 1700 40 1727 1730 1799 0.043 111Minor Arterial 1700 40 1728 1799 1800 0.02 ii1Minor Arterial 1700 40 1729 1800 1799 0.02 111Minor Arterial 1700 40 1730 1730 1800 0.039 1 11 1 Major Arterial 1700 45 1731 1800 1730 0.039 11 1 Major Arterial 1700 45 1732 1739 1738 0.16 11 1 Ramp 1500 55 1733 1644 1786 0.5 12 1 Ramp 1500 35 1734 859 851 0.112 11 2 Minor Arterial 3300 40 _

1735 853 1801 0.144 11 2 Minor Arterial 3300 40 1736 857 1801 0.025 11 1 Collector / Local Road 1700 40 _

1737 1802 857 0.144 11 1 Collector/ Local Road 1700 40 1738 1802 853 0.022 11 2 Minor Arterial 3300 40 1739 852 1802 0.069 11 2 Minor Arterial 3300 40 _

1740 1803 1804 0.035 11 2 Principal Arterial 3400 45 1741 1804 1803 0.035 11 2 Principal Arterial 3400 45 1742 1805 1806 0.296 12 1 Ramp 1500 35 1743 1806 1804 0.04 12 1 Ram p 1500 35 1744 1807 1808 0.239 12 1 Ramp 1500 35 1745 1804 1807 0.037 12 1 Ramp 1500 35 1746 1803 1807 0.06 12 1 Ramp 1500 35 1747 1806 1803 0.052 12 1 Ramp 1500 35 1748 1810 1809 0.256 12 1 Ramp 1500 35 1749 1554 1810 0.052 12 1 Ramp 1500 35 1750 1812 1811 0.232 12 1 Ram p 1500 35 1751 1811 1554 0.048 12 1 Ramp 1500 35 1752 1804 1813 0.167 11 2 Principal Arterial 3400 45 1753 1813 1804 0.167 11 2 Principal Arterial 3400 45 1754 1554 1813 0.022 1 11 2 Major Arterial 3300 45 1755 1813 1554 0.022 11 2 Major Arterial 3300 45 1756 1811 1813 0.048 12 1 Ramp 1500 35 1757 1813 1810 0.04 12 1 Ramp 1500 35 1758 1814 1759 0.662 12 2 Freeway 4100 60 1759 1815 1814 0.267 12 2 Freeway 4100 60 1760 1504 1816 0.646 12 2 Freeway 4100 60 1761 1819 1815 0.199 12 2 Freeway 4100 60 1762 1816 1817 0.26 12 1 Ramp 1500 5 1763 1817 1818 0.242 12 1 Ramp 1500 5 1764 1762 1764 0.414 12 2 Freeway 4100 60 1765 1784 1104 0.076 11 1 Minor Arterial 1700 40 1766 1336 1337 10.126 11 1 Major Arterial 1700 45 Page 31 of 91 Appendix C - Page 32 of 104

Appendix C Three Mile Island NGS Appedix IlandNGSRoadway Thre Network Mle Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link U-Nde D-ode Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1767 1337 1336 0.126 11 1 Major Arterial 1700 45 1768 1383 1550 0.204 12 1 Minor Arterial 1700 35 1769 1550 1383 0.204 12 1 Minor Arterial 1700 35 1770 1550 1553 1.702 12 1 Minor Arterial 1100 35 1771 1553 1550 1.702 12 1 Minor Arterial 11100 35 1772 1325 1323 0.436 12 2 Freeway 4100 55 1773 1721 1821 0.176 11 1 Minor Arterial 1200 40 1774 1821 1721 0.176 11 1 Minor Arterial 1200 40 1775 1657 1660 0.17 12 1 Ramp 1500 35 1776 1249 1251 0.13 11 1 Minor Arterial 1700 40 1777 1251 1249 0.13 11 1 Minor Arterial 1700 40 1778 1495 1752 0.45 12 1 Major Arterial 1700 35 1779 1752 1495 0.45 12 1 Major Arterial 1700 35 1780 1248 1253 0.443 12 2 Freeway 4100 60 1781 718 1661 0.064 1 1 2 Major Arterial 3400 50 1782 1661 718 0.064 11 2 Major Arterial 3400 50 1783 1196 1202 0.243 11 1 Ramp 1500 55 1784 1202 1196 0.243 11 1 Ramp 1500 55 1785 1176 1660 0.102 11 2 Major Arteriall 3400 50 1786 1660 1176 0.102 11 2 Major Arterial 3400 50 1787 1186 1657 0.056 11 1 Minor Arterial 1700 40 1788 1657 1186 0.056 11 1 Minor Arterial 1700 40 1789 1143 1155 0.026 11 1 Ramp 1500 55 1790 1155 1143 0.026 11 1 1 Ramp 1500 55 1791 1163 711 0.094 11 1 Ramp 1500 55 1792 1152 1633 0.08 11 1 Major Arterial 1700 45 1793 1633 1152 0.08 11 1 Major Arterial 1700 45 1794 1085 1825 0.455 12 1 Ramp 1500 35 1795 1826 1088 0.254 12 1 Ramp 1500 35 1796 1070 1080 0.079 11 2 Minor Arterial 3300 40 1797 1080 1070 0.079 11 2 Minor Arterial 3300 40 1798 1149 714 0.139 12 2 Freeway 4100 60 1799 1164 711 0.154 12 2 Freeway 4100 60 1800 1827 1745 0.255 11 2 Principal Arterial 3400 45 1801 1265 1828 1.111 12 1 Ramp 1500 35 1802 1829 1262 0.818 10 2 Collector/ Local Road 1600 15 1803 1829 1261 1.246 12 1 Ramp 1500 35 1804 1733 1734 0.471 11 2 Major Arterial 3300 45 1805 1734 1733 0.471 11 2 Major Arterial 3300 45 1806 1523 1611 0.248 12 1 Ramp 1500 35 1807 1830 1114 0.262 11 2 Principal Arterial 3400 45 1808 1630 1831 0.07 11 1 Ramp 1500 55 1809 1831 1832 0.066 11 1 Ramp 1500 55 1810 1832 1831 0.066 11 1 Ramp 1500 55 1811 1833 1832 0.225 11 1 Ramp 1500 55 1812 1831 1138 0.014 11 1 Ramp 1500 55 1813 1790 1525 0.269 12 1 Ramp 1500 35 1814 1631 1834 0.055 11 1 Ramp 1500 55 1815 1528 1835 0.165 12 1 Ramp 1500 35 1816 1834 1632 0.056 12 1 Ramp 1500 35 1817 1834 1835 0.073 11 1 Ramp 1500 55 1818 1835 1834 0.073 11 1 Ramp 1500 55 1819 1836 1757 0.161 12 1 Ramp 1500 35 1820 1837 1709 0.076 12 1 Ramp 1500 35 1821 1836 1837 0.062 12 1 Ramp 1500 35 1822 1837 1836 0.062 12 1 Ramp 1500 35 1823 1288 1837 0.022 12 1 Ramp 1500 35 Page 32 of 91 Appendix C - Page 33 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

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

1824 1748 1836 0.094 12 1 Ramp 1500 35 1825 1326 1838 0.016 11 1 Major Arterial 1200 45 1826 1838 1326 0.016 11 1 Major Arterial 1200 45 1827 1326 1839 0.014 12 1 Ramp 1500 35 1828 1839 1747 0.131 12 1 Ramp 1500 35 1829 1838 1839 0.022 12 1 Ramp 1500 35 1830 1840 1712 0.196 12 1 Ramp 1500 35 1831 1843 1842 0.203 12 2 Freeway 4100 55 1832 1842 1754 0.109 12 2 Freeway 4100 60 1833 723 730 0.127 11 1 Minor Arterial 1200 40 1834 730 723 0.127 11 1 Minor Arterial 1200 40 1835 1769 699 0.486 12 2 Freeway 4100 65 1836 990 995 0.138 11 2 Ramp 3000 40 1837 995 990 0.138 11 2 Ramp 3000 40 1838 1451 1682 3.757 11 1 Minor Arterial 1200 40 1839 1682 1451 3.757 11 1 Minor Arterial 1200 40 1840 751 749 0.196 11 2 Major Arterial 3300 45 1841 761 747 0.605 12 2 Freeway 4100 65 1842 750 753 0.197 11 2 Major Arterial 3300 45 1843 1845 800 0.224 11 2 Major Arterial 3300 45 1844 795 1508 0.25 12 1 Ramp 1500 35 1845 816 815 0.382 1 12 2 Freeway 4100 65 1846 893 901 0.125 11 2 Minor Arterial 3300 40 1847 1801 865 0.149 11 2 Minor Arterial 3300 40 1848 1847 1222 0.123 12 2 Freeway 4100 65 1849 1226 1847 0.087 12 2 Freeway 4100 60 1850 920 925 0.031 11 2 Minor Arterial 3300 40 1851 925 920 0.031 11 2 Minor Arterial 3300 40 1852 921 926 0.09 12 2 Freeway 4100 65 1853 924 919 0.11 12 2 Freeway 4100 65 1854 1828 1849 4.226 11 2 Minor Arterial 3300 40 1855 1664 1672 1.795 11 1 Minor Arterial 1200 40 1856 1672 1664 1.795 11 1 Minor Arterial 1200 40 1857 1484 1710 1.972 11 2 Major Arterial 3300 45 1858 1710 1484 1.972 11 2 Major Arterial 3300 45 1859 1509 897 0.628 12 3 Freeway 6150 55 1860 904 1510 0.583 12 2 Freeway 4100 65 1861 897 1850 0.265 12 3 Freeway 6150 55 1862 1850 908 0.042 12 2 Freeway 4100 65 1863 908 694 0.911 12 2 Freeway 4100 65 1864 802 807 0.098 11 2 Major Arterial 3300 45 1865 1021 1025 0.096 11 1 Minor Arterial 1200 40 1866 1025 1021 0.096 11 1 Minor Arterial 1200 40 1867 764 768 0.042 11 1 Major Arterial 1700 45 1868 767 1507 0.147 12 1 Ramp 1500 35 1869 1269 1282 0.716 11 1 Minor Arterial 1700 40 1870 1282 1269 0.716 11 1 Minor Arterial 1700 40 1871 1647 1663 1.47 11 1 Major Arterial 1700 45 1872 1663 1647 1.47 11 1 Major Arterial 1700 45 1873 1194 1212 0.728 11 1 Minor Arterial 1700 40 1874 1213 1663 0.444 1 11 1 Collector /Local Road 1700 40 1875 1663 1213 0.444 11 1 Collector /Local Road 1700 40 1876 1849 1853 1.329 12 1 Ramp 1500 35 1877 1170 1183 0.455 11 1 Collector/ Local Road 1200 40 1878 1183 1170 0.455 11 1 Collector/ Local Road 1200 40 1879 1855 1856 0.672 11 1 Major Arterial 1300 55 11880 1856 1855 0.672 11 1 Major Arterial 1300 55 Page 33 of 91 Appendix C - Page 34 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS (mph) 1881 1860 1861 0.139 11 1 Principal Arterial 1700 45 1882 1861 1860 0.139 11 1 Principal Arterial 1700 45 1883 1867 1868 0.277 11 1 Major Arterial 1200 40 1884 1868 1867 0.277 11 1 Major Arterial 1200 40 1885 1869 1870 0.067 12 1 Major Arterial 1700 35 1886 1870 1869 0.067 12 1 Major Arterial 1700 35 1887 281 1881 0.092 11 1 Minor Arterial 1700 40 1888 1881 281 0.092 11 1 Minor Arterial 1700 40 1889 1884 1885 0.062 11 1 Major Arterial 1700 45 1890 1885 1884 0.062 11 1 Major Arterial 1700 45 1891 1886 1887 0.405 11 1 Major Arterial 1200 45 1892 1887 1886 0.405 11 1 Major Arterial 1200 45 1893 1888 1889 0.088 12 1 Major Arterial 1100 35 1894 1889 1888 0.088 12 1 Major Arterial 1100 35 1895 158 1896 0.191 11 2 Principal Arterial 3400 45 1896 1896 158 0.191 11 2 Principal Arterial 3400 45 1897 1898 1899 0.046 11 1 Minor Arterial 1200 40 1898 1899 1898 0.046 11 1 Minor Arterial 1200 40 1899 1900 1901 0.025 11 1 Major Arterial 1700 45 1900 1902 1900 0.025 11 1 Major Arterial 1700 45 1901 1907 669 0.279 12 1 Ramp 1500 35 1902 1910 1908 0.035 11 1 Minor Arterial 1700 40 1903 1912 1913 0.429 10 1 Collector/Local Road 800 15 1904 1913 1912 0.429 10 1 Collector/Local Road 800 15 1905 1887 1922 0.325 10 1 Collector/ Local Road 800 15 1906 1922 1887 0.325 10 1 Collector / Local Road 800 15 1907 1925 1926 0.391 11 1 Major Arterial 1700 45 1908 1926 1925 0.391 11 1 Major Arterial 1700 45 1909 149 1933 0.085 12 1 Principal Arterial 1600 35 1910 1933 149 0.085 12 1 Principal Arterial 1600 35 1911 1937 636 0.22 11 1 Minor Arterial 1200 40 1912 1907 1938 0.098 11 1 Major Arterial 1200 45 1913 1938 1907 0.098 11 1 Major Arterial 1200 45 1914 1914 1915 0,331 12 1 Major Arterial 1700 25 1915 1915 1914 0.331 12 1 Major Arterial 1700 25 1916 107 1941 0.128 11 2 Major Arterial 3300 45 1917 1954 1955 0.176 12 1 Principal Arterial 1700 25 1918 325 328 0.089 11 1 Major Arterial 1700 45 1919 328 325 0.089 11 1 Major Arterial 1700 45 1920 312 1967 0.039 12 1 Ramp 1500 35 1921 305 1968 0.03 12 1 Ramp 1500 35 1922 1969 1968 0.011 11 1 Principal Arterial 1700 45 1923 1968 306 0.051 11 1 Principal Arterial 1700 45 1924 1968 1970 0.009 11 1 Major Arterial 1700 50 1925 1970 1968 0.009 11 1 Major Arterial 1700 50 1926 1971 1967 0.006 11 1 Principal Arterial 1700 45 1927 1972 1973 0.006 11 1 Principal Arterial 1700 45 1928 1967 1972 0.012 11 1 Major Arterial 1700 50 1929 1973 1971 0.012 11 1 Major Arterial 1700 50 1930 1974 1971 0.008 11 1 Principal Arterial 1700 45 1931 1975 308 0.108 12 1 Ramp 1500 35 1932 1971 1975 0.009 12 1 Ramp 1500 35 1933 1974 1975 0.012 12 1 Ramp 1500 35 1934 313 1861 0.085 11 1 Principal Arterial 1700 45 1935 1967 313 0.065 11 1 Principal Arterial 1700 45 1936 1973 1969 0.08 11 1 Principal Arterial 1700 45 1937 1976 280 0.107 12 1 Ramp 1500 35 Page 34 of 91 Appendix C - Page 35 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link U-Nde D-ode Width (ft) Lanes Roda ye Rate (vehlhr) F(mh 1938 1977 311 0.121 12 1 Ramp 1500 35 1939 1968 1977 0.007 12 1 Ramp 1500 35 1940 1969 1977 0.012 12 1 Ramp 1500 35 1941 601 1980 0.109 11 1 Major Arterial 1700 45 1942 1980 601 0.109 11 1 Major Arterial 1700 45 1943 1991 1992 0.024 11 1 Major Arterial 1700 45 1944 1992 1991 0.024 11 1 Major Arterial 1700 45 1945 437 1995 0.112 12 2 Major Arterial 2850 35 1946 1995 437 0.112 12 2 Major Arterial 2850 35 1947 1998 1999 0.029 11 1 Collector/ Local Road 1700 40 1948 1999 1998 0.029 11 1 Collector/I Local Road 1700 40 1949 2001 2002 0.014 11 1 Minor Arterial 1700 40 1950 2002 2001 0.014 11 1 Minor Arterial 1700 40 1951 2014 2013 0.112 11 1 Principal Arterial 1700 45 1952 2017 2014 0.109 11 1 Principal Arterial 1700 45 1953 2024 2025 0.055 11 1 Major Arterial 1700 45 1954 2025 2024 0.055 11 1 Major Arterial 1700 45 1955 2026 2028 0.006 11 1 Collector/I Local Road 1700 40 1956 2028 2026 0.006 11 1 Collector I Local Road 1700 40 1957 2030 2032 0.03 11 1 Major Arterial 1700 45 _

1958 2032 2030 0.03 11 1 Major Arterial 1700 45 1959 2033 2030 0.017 11 1 Collector/I Local Road 1700 40 1960 2003 2034 0.148 11 1 Principal Arterial 1700 45 1961 2033 2032 0.03 11 1 Principal Arterial 1700 45 1962 2036 2037 0.299 11 1 Collector / Local Road 1700 40 1963 2037 2036 0.299 11 1 Collector / Local Road 1700 40 1964 2044 2046 1.394 12 1 Major Arterial 1700 35 1965 2046 2044 1.394 12 1 Major Arterial 1700 35 1966 2051 2052 0.592 10 1 Collector / Local Road 800 15 1967 2052 2051 0.592 10 1 Collector/ Local Road 800 15 1968 2052 2053 1.185 11 1 Major Arterial 1700 40 1969 2053 2052 1.185 11 1 Major Arterial 1700 40 1970 2061 2062 0.54 11 1 Collector/I Local Road 1200 40 1971 2062 2061 0.54 11 1 Collector / Local Road 1200 40 1972 2059 2060 0.573 11 1 Collector/I Local Road 1700 40 1973 2060 2059 0.573 11 1 Collector / Local Road 1700 40 1974 2070 2072 0.108 11 1 Major Arterial 1700 45 1975 2072 2070 0.108 11 1 Major Arterial 1700 45 1976 2075 2076 2.118 10 1 Collector/I Local Road 800 15 1977 2076 2075 2.118 10 1 Collector/ Local Road 800 15 1978 2081 2082 0.166 11 1 Major Arterial 1200 40 1979 2082 2081 0.166 11 1 Major Arterial 1200 40 1980 2082 2085 3.354 11 1. Major Arterial 1200 40 1981 2085 2082 3.354 11 1 Major Arterial 1200 40 1982 2086 2087 0.512 11 1 Minor Arterial 1700 40 1983 2087 2086 0.512 11 1 Minor Arterial 1700 40 1984 185 2092 0.161 11 1 Major Arterial 1700 45 1985 2092 185 0.161 11 1 Major Arterial 1700 45 1986 2112 2113 0.265 11 1 Collector /Local Road 1700 40 1987 2113 2112 0.265 11 1 Collector/ Local Road 1700 40 1988 604 2112 0.857 11 1 Major Arterial 1700 45 1989 2112 604 0.857 11 1 Major Arterial 1700 45 1990 2115 2116 0.34 11 1 Major Arterial 1200 40 1991 2116 2115 0.34 11 1 Major Arterial 1200 40 1992 2118 2121 0.155 10 1 Collector /Local Road 800 35 1993 2121 2118 0.155 10 1 Collector /Local Road 800 35 1994 2127 2129 _ 0.155 11 1 Major Arterial 1700 45 Page 35 of 91 Appendix C - Page 36 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) F mh 1995 2129 2127 0.155 11 1 Major Arterial 1700 45 1996 2130 2131 0.414 11 1 Major Arterial 1200 45 1997 2131 2130 0.414 11 1 Major Arterial 1200 45 1998 2124 2132 0.272 10 1 Collector /Local Road 1700 35 1999 2132 2124 0.272 10 1 Collector / Local Road 1700 35 2000 229 2132 0.272 11 1 Collector / Local Road 1700 40 2001 2132 229 0.272 11 1 Collector / Local Road 1700 40 2002 223 2114 0.35 11 1 Collector/I Local Road 1200 40 2003 2114 223 0.35 11 1 Collector/I Local Road 1200 40 2004 240 2133 0.172 11 1 Minor Arterial 1700 40 2005 2133 240 0.172 11 1 Minor Arterial 1700 40 2006 2145 2146 0.896 10 1 Collector/ Local Road 800 15 2007 2146 2145 0.896 10 1 Collector /Local Road 800 15 2008 2152 2153 0.125 11 1 Collector /Local Road 1200 40 2009 2153 2152 0.125 11 1 Collector /Local Road 1200 40 2010 2154 2156 0.272 11 1 Collector/I Local Road 1200 40 2011 2156 2154 0.272 11 1 Collector/ Local Road 1200 40 2012 2154 2157 0.288 11 1 Collector/ Local Road 1200 40 2013 2157 2154 0.288 11 1 Collector / Local Road 1200 40 2014 2166 2168 0.172 12 1 Principal Arterial 1700 25 2015 2168 2166 0.172 12 1 Principal Arterial 1700 25 2016 2170 2171 0.15 12 1 Principal Arterial 1600 35 2017 2171 2170 0.15 12 1 Principal Arterial 1600 35 2018 2173 2174 3.126 11 1 Major Arterial 1200 45 2019 2174 2173 3.126 11 1 Major Arterial 1200 45 2020 2174 2181 0.238 11 1 Major Arterial 1700 40 2021 2181 2174 0.238 11 1 Major Arterial 1700 40 2022 2174 2179 0.453 11 1 Major Arterial 1200 40 2023 2179 2174 0.453 11 1 Major Arterial 1200 40 2024 2140 2162 0.45 10 1 Collector / Local Road 800 15 2025 2162 2140 0.45 10 1 Collector /Local Road 800 15 2026 2194 2195 0.153 11 1 Collector /Local Road 1200 40 2027 2195 2194 0.153 11 1 Collector /Local Road 1200 40 2028 2203 2204 0.253 12 1 Pricipal Arterial 1700 35 2029 2204 2203 0.253 12 1 Principal Arterial 1700 35 2030 2212 2213 0.078 11 1 Major Arterial 1700 45 2031 2213 2212 0.078 11 1 Major Arterial 1700 45 2032 2219 2220 0.162 11 1 Collector/ Local Road 1700 45 2033 2220 2219 0.162 11 1 Collector / Local Road 1700 45 2034 2220 2222 0.113 11 1 Collector / Local Road 1200 45 2035 2222 2220 0.113 11 1 Collector / Local Road 1200 45 2036 2221 505 0.104 11 2 Major Arterial 3300 45 2037 2224 2225 0.248 12 1 Major Arterial 1100 35 2038 2225 2224 0.248 12 1 Major Arterial 1100 35 2039 2123 2226 0.323 11 1 Major Arterial 1200 40 2040 2226 2123 0.323 11 1 Major Arterial 1200 40 2041 2233 2234 0.088 11 1 Collector / Local Road 1700 40 2042 2234 2233 0.088 11 1 Collector / Local Road 1700 40 2043 2240 2241 0.013 11 1 Collector / Local Road 1700 40 2044 2241 2240 0.013 11 1 Collector/ Local Road 1700 40 2045 2242 2243 0.012 11 1 Collector / Local Road 1700 40 2046 2243 2242 0.012 11 1 Collector / Local Road 1700 40 2047 2104 2228 0.127 11 1 Major Arterial 1200 45 2048 2228 2104 0.127 11 1 Major Arterial 1200 45 2049 656 370 5.76 12 2 Freeway 4100 65 2050 2069 2071 0.615 11 1 Major Arterial 1200 45 2051 2071 2069 0.615 11 1 Major Arterial 1200 45 Page 36 of 91 Appendix C- Page 37 of 104

Appendix C Three Mile Island INGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

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

2052 2083 2084 1.309 11 1 Major Arterial 1700 45 2053 2084 2083 1.309 11 1 Major Arterial 1700 45 2054 2081 2084 0.163 11 1 Major Arterial 1700 40 2055 2084 2081 0.163 11 1 Major Arterial 1700 40 2056 1998 2253 0.013 11 1 Collector! Local Road 1700 40 2057 2253 1998 0.013 11 1 Collector/I Local Road 1700 40 2058 679 1986 0.146 11 2 Principal Arterial 3400 45 2059 1986 678 0.149 11 2 Principal Arterial 3400 45 2060 2069 2256 0.03 11 1 Major Arterial 1700 45 2061 2256 2069 0.03 11 1 Major Arterial 1700 45 2062 2072 2256 0.047 11 1 Major Arterial 1200 45 2063 2256 2072 0.047 11 1 - Major Arterial 1200 45 2064 2032 2031 0.04 11 1 Principal Arterial 1700 45 2065 2259 2260 0.044 11 2 Principal Arterial 3400 45 2066 2260 2259 0.044 11 2 Principal Arterial 3400 45 2067 2260 2261 0.061 11 1 Minor Arterial 1200 40 2068 622 2262 0.016 11 1 Minor Arterial 1 1200 40 2069 2262 622 0.016 11 1 Minor Arterial 1200 40 2070 497 2263 0.044 11 1 Major Arterial 1700 45 2071 2263 497 0.044 11 1 Major Arterial 1700 45 2072 1777 2265 0.403 12 1 Principal Arterial 1600 35 2073 2265 1777 0.403 12 1 Principal Arterial 1600 35 2074 2273 2274 0.025 12 1- Major Arterial 1700 35 2075 2274 2273 0.025 12 1 Major Arterial 1700 35 2076 1892 2277 1.133 10 1 Collector/ Local Road 800 15 2077 2277 1892 1.133 10 1 Collector/ Local Road 800 15 2078 1894 2278 0.126 11 1 Major Arterial 1700 45 2079 2278 1894 0.126 11 1 Major Arterial 1700 45 2080 1884 2279 0.186 11 1 Major Arterial 1200 40 2081 2279 1884 0.186 11 1 Major Arterial 1200 40 2082 1917 2281 2.183 11 1 Major Arterial 1200 45 2083 2281 1917 2.183 11 1 Major Arterial 1200 45 2084 2281 2282 0.785 11 1 Major Arterial 1200 45 2085 2282 2281 0.785 11 1 Major Arterial 1200 45 2086 299 2286 0.12 11 1 Minor Arterial 1700 40 2087 300 2286 0.11 11 1 Collector! Local Road 1700 40 2088 2286 300 0.11 11 1 Collector! Local Road 1700 40 2089 2261 2259 0.028 11 1 Collector! Local Road 1200 40 2090 558 2290 0.029 11 1 Major Arterial 1700 50 2091 1440 2294 0.239 10 1 Collector!/ Local Road 800 10 2092 2294 1440 0.239 10 1 Collector! Local Road 800 10 2093 1066 1512 1.002 12 1 Ramp 1500 35 2094 601 2255 0.171 11 1 Major Arterial 1700 45 2095 2255 601 0.171 11 1 Major Arterial 1700 45 2096 279 2298 0.127 11 1 Minor Arterial 1200 40 2097 2298 279 0.127 11 1 Minor Arterial 1200 40 2098 233 2299 0.134 11 1 Minor Arterial 1700 40 2099 2299 233 0.134 11 1 Minor Arterial 1700 40 2100 592 668 0.828 12 2 Freeway 4100 65 2101 294 293 0.169 12 1 Ramp 1500 35 2102 530 598 0.014 11 1 Major Arterial 1700 45 2103 598 530 0.014 11 1 Major Arterial 1700 45 2104 530 597 0.006 11 1 Major Arterial 1700 45 2105 597 530 0.006 11 1 Major Arterial 1700 45 2106 2301 535 0.208 12 1 2 Freeway 4100 65 2107 538 528 0.372 12 2 Freeway 4100 65 2108 455 599 0.021 11 1_ Major Arterial 1700 45 Page 37 of 91 Appendix C - Page 38 of 104

Appendix C Three Mile Island NGS AppedixThre IlandNGSRoadway Network Mle Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_____ (ml) Width (ft) Lanes Rate (vehlhr) 2109 2126 2304 1.798 11 1 Major Arterial 1300 55 2110 2304 2126 1.798 11 1 Major Arterial 1300 55 2111 1900 2306 0.152 11 1 Major Arterial 1700 45 2112 2306 1900 0.152 11 1 Major Arterial 1700 45 2113 1903 2306 0.455 11 1 Major Arterial 1700 40 2114 2306 1903 0.455 11 1 Major Arterial 1700 40 2115 2254 2307 0.006 11 1 Collector / Local Road 1200 40_

2116 2307 2254 0.006 11 1 Collector! Local Road 1200 40 2117 2006 2308 0.026 11 1 Collector! Local Road 1700 40 2118 2308 2006 0.026 11 1 Collector I Local Road 1700 40_

2119 2309 2004 0.149 11 1 Principal Arterial 1700 45 _

2120 2006 2309 0.031 11 1 Principal Arterial 1700 45 _

2121 2308 2309 0.021 11 1 Collector/ Local Road 1700 40 2122 2160 2310 0.821 11 1 Principal Arterial 1600 55 2123 2310 2160 0.821 11 1 Principal Arterial 1600 55 2124 1999 2314 0.035 11 1 Collector!/ Local Road 1700 40 2125 1998 2314 0.036 12 2 Freeway 4100 60 2126 2315 2316 0.012 11 1 Collector/ Local Road 1700 40 2127 2316 2315 0.012 11 1 Collector/ Local Road 1700 40 2128 2318 2043 0.034 11 1 Collector /Local Road 1700 40 2129 434 2319 0.07 12 2 Major Arterial 2850 35 2130 239 434 0.07 12 2 Major Arterial 2850 35 2131 2046 2321 0.377 11 1 Major Arterial 1700 45 2132 2321 2046 0.377 11 1 Major Arterial 1700 45 2133 2047 2326 0.044 11 1 Minor Arterial 1700 40 2134 2326 2047 0.044 11 1 Minor Arterial 1700 40 2135 2045 2327 0.208 1 12 1 Minor Arterial 1700 35 2136 2327 2045 0.208 12 1 Minor Arterial 1700 35 2137 2047 2327 0.057 12 1 Minor Arterial 1700 35 2138 2327 2047 0.057 11 1 Minor Arterial 1700 40 2139 2319 2332 0.099 12 1 Ramp 1500 35 2140 2332 431 0.137 12 1 Ramp 1500 35 2141 2333 2332 0.067 12 1 Ramp 1500 35 2142 2319 2333 0.097 12 2 Major Arterial 2850 35 2143 2333 2319 0.097 12 2 Major Arterial 2850 35 _

2144 428 2333 0.011 12 2 Major Arterial 2850 35 _

2145 2333 428 0.011 12 2 Major Arterial 2850 35 2146 2173 2335 0.162 11 1 Major Arterial 1700 45 2147 2335 2173 0.162 11 1 Major Arterial 1700 45 2148 2172 2337 0.416 11 1 Major Arterial 1200 45 2149 2337 2172 0.416 11 1 Major Arterial 1200 45 2150 2172 2338 0.452 11 1 Collector!/Local Road 1200 40 2151 2338 2172 0.452 11 1 Collector/ Local Road 1200 40

-2152 2177 2339 0.533 11 1 Major Arterial 1200 45 2153 2339 2177 0.533 11 1 Major Arterial 1200 45 2154 661 460 0.288 12 1 Ramp 1500 35 2155 2340 2221 0.189 11 1 Major Arterial 1200 45 2156 663 2340 0.19 11 1 Major Arterial 1200 45 2157 2341 206 2.389 12 2 Freeway 4`100 65 2158 653 193 4.834 12 2 Freeway 4100 55 2159 238 2342 0.242 11 1 Major Arterial 1700 40 _

2160 2342 238 0.242 11 1 Major Arterial 1700 40 2161 654 2342 0.336 12 1 Ramp 1500 35 _

2162 2342 2343 0.271 12 1 -Ramp 1500 1 35 2163 654 2343 0.599 12 2 -Freeway 4100 65 2164 2343 227 1.26 12 2 Freeway 4100 65 2165 2244 12344 1.66 11 1 Major Arterial 1700 45 Page 38 of 91 Appendix C- Page 39 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Rate (veh/hr) FFS (mph) 2166 2344 2244 1.66 11 1 Major Arterial 1700 45 2167 244 247 0.227 11 1 Major Arterial 1200 45 2168 247 244 0.227 11 1 Major Arterial 1200 45 2169 235 248 3.725 12 2 Freeway 4100 65 2170 2163 2164 1.131 11 1 Collector / Local Road 1200 40 2171 2164 2163 1.131 11 1 Collector/ Local Road 1200 40 2172 309 632 0.244 11 1 Major Arterial 1200 40 2173 632 309 0.244 11 1 Major Arterial 1200 40 2174 632 2245 0.744 12 1 Ramp 1500 35 2175 631 304 0.25 12 1 Ramp 1500 35 2176 2133 2135 3.494 11 1 Collector/Local Road 1200 40 2177 2135 2133 3.494 11 1 Collector/ Local Road 1200 40 2178 2100 2102 0.897 11 1 Major Arterial 1200 45 2179 2102 2100 0.897 11 1 Major Arterial 1200 45 2180 2102 2346 0.421 11 1 Major Arterial 1200 45 2181 2346 2102 0.421 11 1 Major Arterial 1200 45 2182 2131 2347 0.151 11 1 Major Arterial 1200 45 2183 2347 2131 0.151 11 1 Major Arterial 1200 45 2184 2127 2347 0.046 11 1 Major Arterial 1700 45 2185 2347 2127 0.046 11 1 Major Arterial 1700 45 2186 2104 2244 1.997 11 1 Major Arterial 1200 45 2187 2244 2104 1,997 11 1 Major Arterial 1200 45 2188 2109 2134 0.591 11 1 Major Arterial 1300 55 2189 2134 2109 0.591 11 1 Major Arterial 1300 55 2190 2098 2350 0.1 11 1 Major Arterial 1700 45 2191 2350 2098 0.1 11 1 Major Arterial 1700 45 2192 2107 2350 0.681 11 1 Major Arterial 1200 40 2193 2350 2107 0.681 11 1 Major Arterial 1200 40 2194 2116 2351 0.423 11 1 Major Arterial 1700 40 2195 2351 2116 0.423 11 1 Major Arterial 1700 40 2196 2136 2184 2.555 11 1 Collector/Local Road 1700 40 2197 2184 2136 2.555 11 1 Collector / Local Road 1700 40 2198 2083 2352 1.771 11 1 Major Arterial 1700 40 2199 2352 2083 1.771 11 1 Major Arterial 1700 40 2200 2139 2353 0.515 11 1 Major Arterial 1200 45 2201 2353 2139 0.515 11 1 Major Arterial 1200 45 2202 2197 2359 0.03 11 1 Collector/ Local Road 1700 40 2203 2360 2197 0.035 11 1 Collector / Local Road 1700 40 2204 1965 2365 0.084 11 2 Principal Arterial 3400 45 2205 136 140 0.193 11 2 Major Arterial 3300 45 2206 140 136 0.193 11 2 Major Arterial 3300 45 2207 83 85 0.055 11 2 Principal Arterial 3400 45 2208 85 83 0.055 11 2 Principal Arterial 3400 45 2209 135 139 0.111 11 1 Major Arterial 1200 45 2210 139 135 0.111 11 1 Major Arterial 1200 45 2211 2366 126 0.37 12 1 Ramp 1500 35 2212 129 2366 0.049 12 1 Ramp 1500 35 2213 2366 129 0.049 12 1 Ramp 1500 35 2214 106 2367 0.024 11 2 Principal Arterial 3400 45 2215 2367 106 0.024 11 2 Principal Arterial 3400 45 2216 2368 2367 0.186 12 1 Ramp 1500 35 2217 111 2369 0.04 11 2 Principal Arterial 3400 45 2218 2369 111 0.04 11 2 Principal Arterial 3400 45 2219 2367 2369 0.063 11 2 Principal Arterial 3400 45 2220 2369 2367 0.063 11 2 Principal Arterial 3400 45 2221 2370 2369 0.178 12 1 Ramp 1500 35 2222 112 114 0.03 11 2 Principal Arterial 3400 45 Page 39 of 91 Appendix C - Page 40 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

________(ml) Width (ft) Lanes Rate________

2223 114 112 0.03 11 2 Principal Arterial 3400 45 2224 ill 112 0.082 11 2 Principal Arterial 3400 45 2225 112 ill 0.082 11 2 Principal Arterial 3400 45 2226 108 2371 0.014 11 2 Principal Arterial 3400 45 2227 2371 108 0.014 11 2 Principal Arterial 3400 45 2228 106 108 0.085 11 2 Principal Arterial 3400 45 2229 108 106 0.085 11 2 Principal Arterial 3400 45 2230 104 2371 0.228 12 1 Ramp 1500 35 2231 2372 1964 0.357 11 2 Principal Arterial 3400 45 2232 2373 647 0.314 12 1 Ramp 1500 35 2233 161 676 0.443 12 1 Ramp 1500 35 2234 2376 2377 0.127 11 2 Minor Arterial 3300 40 2235 2377 2376 0.127 11 2 Minor Arterial 3300 40 2236 2376 2378 0.115 12 1 Ramp 1500 35 2237 2377 2378 0.062 12 1 Ramp 1500 35 2238 2379 2380 0.079 11 2 Principal Arterial 3400 45 2239 2380 2379 0.079 11 2 Principal Arterial 3400 45 2240 2381 2379 0.029 11 1 Minor Arterial 1200 40 2241 95 2373 0.094 12 1 Ramp 1500 35 2242 2373 95 0.094 12 1 Ramp 1500 35 2243 648 2373 0.26 12 1 Ramp 1500 35 2244 619 2384 0.133 11 2 Major Arterial 3400 50 2245 2384 619 0.133 11 2 Major Arterial 3400 50 2246 2384 2385 0.039 11 2 Major Arterial 3400 50 2247 2385 2384 0.039 11 2 Major Arterial 3400 50 2248 2385 2386 0.035 12 1 Ramp 1500 35 2249 2386 2385 0.035 12 1 Ramp 1500 35 2250 95 2386 0.019 12 1 Ramp 1500 35 2251 2386 95 0.019 12 1 Ramp 1500 35 2252 2384 2386 0.056 12 1 Ramp 1500 35 2253 94 2385 0.08 11 2 Minor Arterial 3300 40 2254 2385 94 0.08 11 2 Minor Arterial 3300 40 2255 96 2387 0.313 12 1 Ramp 1500 35 2256 2387 97 0.242 12 1 Ramp 1500 35 2257 92 2387 0.017 12 1 Ramp 1500 35 2258 2387 92 0.017 12 1 Ramp 1500 35 2259 93 620 0.038 12 1 Ramp 1500 35 2260 620 93 0.038 12 1 Ramp 1500 35 2261 92 620 0.01 12 1 Ramp 1500 35 2262 620 92 0.01 12 1 1 Ramp 1500 35 2263 93 619 0.048 11 2 Major Arterial 3400 50 2264 619 93 0.048 11 2 Major Arterial 3400 50 2265 1964 1940 0.231 11 2 Principal Arterial 3400 45 2266 2149 2151 0.475 10 1 Collector ILocal Road 800 15 2267 2151 2149 0.475 10 1 Collector/ Local Road 800 15 2268 410 414 0.129 12 1 Ramp 1500 35 2269 408 405 0.13 12 1 Ramp 1500 35 2270 406 403 0.155 12 1 Ramp 1500 35 2271 104 105 0.101 11 2 Principal Arterial 3400 45 2272 2370 113 0.111 11 2 Principal Arterial 3400 45 2273 105 2368 0.154 11 2 Principal Arterial 3400 45 2274 110 2370 0.165 11 2 Principal Arterial 3400 1 45 2275 2368 107 0.135 11 2 Major Arterial 3300 45 2276 1941 109 0.122 11 2_ Major Arterial 3300 45 2277 83 2376 0.081 11 2 Principal Arterial 3400 45 2278 2376 83 0.081 11 2 Principal Arterial 3400 45 2279 2378 649 0.13 12 1 Ramp 1500 35 Page 40 of 91 Appendix C - Page 41 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) S(mh 2280 1794 789 0.254 11 2 Major Arterial 3300 45 2281 1718 2389 0.202 11 1 Major Arterial 1200 45 2282 2389 1718 0.202 11 1 Major Arterial 1200 45 2283 2391 635 0.191 12 1 -Ramnp 1500 35 2284 337 2391 0.027 12 1 Ramp 1500 35 2285 337 2392 0.016 12 1 Minor Arterial 1700 35 2286 2392 337 0.016 12 1 Minor Arterial 1700 35 2287 334 2392 0.006 12 1 Minor Arterial 1700 35 2288 2392 334 0.006 12 1 Minor Arterial 1700 35 2289 2392 2391 0.02 12 1 Ramp 1500 35 2290 2393 324 0.49 12 2 Freeway 4100 55 2291 317 2394 0.07 11 1 Principal Arterial 1700 45 2292 2394 317 0.07 11 1 Principal Arterial 1700 45 2293 673 2394 0.199 12 1 Ramp 1500 35 2294 324 330 0.461 12 2 Freeway 4100 55 2295 674 2395 0.227 12 2 Freeway 4100 50 2296 636 2396 0.093 11 1 Minor Arterial 1200 40 2297 2396 636 0.093 11 1 Minor Arterial 1200 40 2298 2396 2397 0.02 11 1 Minor Arterial 1200 40 2299 2397 2396 0.02 11 1 Minor Arterial 1200 40 2300 2397 2398 0.026 11 1 Minor Arterial 1200 40 2301 2398 2397 0.026 11 1 Minor Arterial 1200 40 2302 1938 2399 0.155 11 1 Major Arterial 1200 45 2303 2399 1938 0.155 11 1 Major Arterial 1200 45 2304 2397 2399 0.027 11 1 Major Arterial 1200 45 2305 2399 2397 0.027 11 1 Major Arterial 1200 45 2306 2399 2398 0.034 11 1 Collector / Local Road 1200 40 2307 2396 2399 0.039 11 1 Collector /Local Road 1200 40 2308 2064 2402 0.035 12 1 Major Arterial 1700 25 2309 2402 2064 0.035 12 1 Major Arterial 1700 25 2310 1918 2404 0.578 10 1 Collector /Local Road 800 25 2311 2404 1918 0.578 10 1 Collector /Local Road 800 25 2312 1992 1994 0.191 10 1 Collector/ Local Road 800 15 2313 1994 1992 0.191 10 1 Collector/I Local Road 800 15 2314 1871 2407 0.398 12 1 Major Arterial 1700 35 2315 2407 1871 0.398 12 1 Major Arterial 1700 35 2316 2143 2408 0.537 11 1 Major Arterial 1700 45 2317 2408 2143 0.537 11 1 Major Arterial 1700 45 2318 2103 2409 0.019 11 1 Major Arterial 1700 45 2319 2409 2103 0.019 11 1__ Major Arterial 1700 45 2320 2304 2409 0.765 11 1 Major Arterial 1200 45 2321 2409 2304 0.765 11 1 Major Arterial 1200 45 2322 2155 2410 0.747 10 1 Collector/I Local Road 800 10 2323 2410 2155 0.747 10 1 Collector /Local Road 800 10 2324 2101 2102 0.673 11 1__ Collector/ Local Road 1200 40 2325 2102 2101 0.673 11 1 Collector /Local Road 1200 40 2326 223 226 0.984 11 1 Collector/ Local Road 1700 40 2327 226 223 0.984 11 -1 Collector /Local Road 1700 40 2328 2189 2415 0.101 10 1 Collector /Local Road 800 15 1 2329 2415 2189 0.101 10 1 Collector /Local Road 800 15 2330 2248 2249 0.061 10 1 Collector /Local Road 800 15 2331 2249 2248 0.061 10 1 Collector /Local Road 800 15 2332 631 2183 0.069 11 1 Major Arterial 1200 40 2333 2183 631 0.069 11 1 Major Arterial 1200 40 2334 222 219 1,072 12 2 Freeway 4100 65 2335 224 225 1.46 12 2 Freeway 4100 65 2336 1841 1823 10.095 12 2 Freeway 4100 60 Page 41 of 91 Appendix C - Page 42 of 104

Appendix C Three Mile Island NGS AppedixThreNetwork Mle IlandNGSRoadway Data Table Lik#

U-oe Link#

UNod D-oe D-ode Length (ml) Width Lanes of Lane(ft) Number Roadway Type Ratraeio Rate________

FlowhrFFS (mph) 2337 2417 1843 0.122 11 1 Ramp 1500 45 2338 1697 1851 0.17 11 1 Ramp 1500 55 2339 1823 1851 0.379 11 1 Ramp 1500 55 2340 1740 2418 0.314 11 1 Ramp 1500 55 2341 1279 1824 0.291 11 1 Ramp 1500 55 2342 1844 2418 0.128 11 1 Ramp 1500 45 2343 1960 2419 0.073 10 1 Collector! Local Road 800 15 2344 2419 1960 0.073 10 1 Collector! Local Road 800 15 2345 2420 2419 0.102 10 1 Collector! Local Road 800 15 2346 2113 2345 1.16 11 1 Major Arterial 1700 40 2347 2345 2113 1.16 11 1 Major Arterial 1700 40 2348 2380 2423 0.065 11 2 Principal Arterial 3400 45 2349 2423 2380 0.065 11 2 Principal Arterial 3400 45 2350 2381 2424 0.047 11 1 - Minor Arterial 1200 40 2351 2424 2381 0.047 11 1 Minor Arterial 1200 40 2352 2380 2424 0.019 11 1 Minor Arterial 1200 40 2353 2424 2380 0.019 111 Minor Arterial 1200 40 2354 2423 2424 0.08 111 Minor Arterial 1200 40 2355 2381 2425 0.387 11 1 Minor Arterial 1200 40 2356 2425 2381 0.387 11 1 Minor Arterial 1200 40 2357 1943 2425 0.044 11 1 Collector / Local Road 1200 40 2358 2425 1943 0.044 11 1~ Collector /Local Road 1200 40 2359 1949 2427 0.443 11 1 Principal Arterial 1700 45 2360 2427 1949 0.443 11 1 Principal Arterial 1700 45 2361 1957 1963 0.555 11 1 Principal Arterial 1600 45 2362 1963 1957 0.555 11 1 Principal Arterial 1600 45 2363 1943 1958 0.043 11 1 Collector/ Local Road 1200 40 2364 1958 1943 0.043 11 1 Collector! Local Road 1200 40 2365 2431 2432 0.155 10 1 Collector!/Local Road 800 15 2366 2432 2431 0.155 10 1 Collector! Local Road 800 15 2367 2433 1183 1.061 12 1 Ramp 1500 35 2368 1170 2434 1.469 12 1 Ramp 1500 35 2369 2435 2436 0.065 11 1 Minor Arterial 1700 45 2370 2436 2435 0.065 11 1 Minor Arterial 1700 45 2371 2437 1325 0.788 12 2 Freeway 4100 55 2372 2441 2439 0.071 12 2 Freeway 4100 60 2373 2435 2439 0.213 12 1 Ramp10 351 2374 2440 2436 0.196 12 1 Ramp 1500 35 2375 2438 2435 0.285 12 1 Ramp 1500 35 2376 2438 2441 0.423 12 2 Freeway 4100 55 2377 2436 2442 0.057 11 1 Minor Arterial 1700 45 2378 2442 2436 0.057 11 1 Minor Arterial 1700 45 2379 2442 2443 0.05 12 1 Ramp 1500 35 2380 2443 2437 0.242 12 1 Ramp 1500 35 2381 2436 2443 0.055 12 1 Ramp 1500 35 2382 2428 2445 0.826 11 1 Minor Arterial 1200 40 2383 2445 2428 0.826 11 1 Minor Arterial 1200 40 2384 2444 2445 0.039 11 1 Minor Arterial 1200 40 2385 2445 2444 0.039 11 1 Minor Arterial 1200 40 2386

-- 1361 2446 0.388 11 1 Major Arterial 1200 45 2387 2446 1361 0.388 11 1 Major Arterial 1200 45 2388 912 2447 0.716 11 1 Minor Arterial 1200 40 2389 2447 912 0.716 11 1 Minor Arterial 1200 40 2390 2448 2449 0.759 11 2 Minor Arterial 3300 45 2391 2447 2450 0,114 11 1 Minor Arterial 1200 40 2392 2450 2447 0.114 11 1 Minor Arterial 1200 40 2393 2450 2451 0.036 11 1 Major Arterial 1200 45 Page 42 of 91 Appendix C - Page 43 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

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

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

2394 2451 2450 0.036 11 1 Major Arterial 1200 45 2395 2446 2451 0.083 11 1 Major Arterial 1200 45 2396 2451 2446 0.083 11 1 Major Arterial 1200 45 2397 2444 2452 3.823 10 2 Collector / Local Road 1600 15 2398 2452 2451 0.1 11 2 Collector I Local Road 1600 45 2399 2452 2446 0.097 10 1 Collector/I Local Road 800 15 2400 2449 2450 0.096 11 2 Minor Arterial 3300 45 2401 2449 2447 0.088 10 1 Collector/ Local Road 800 15 2402 2453 2445 3.86 10 2 Collector / Local Road 1600 15 2403 2450 2453 0.093 11 2 Collector / Local Road 1600 45 2404 1061 2454 0.328 12 1 Ramp 1500 35 2405 1042 2455 0.242 11 1 Minor Arterial 1700 40 2406 2455 1511 0.218 12 1 Ramp 1500 35 2407 2360 2456 0.014 11 1 Collector / Local Road 1700 40 2408 2456 2360 0.014 11 1 Collector / Local Road 1700 40 2409 2359 2456 0.022 11 1 Collector / Local Road 1700 40 2410 2456 2359 0.022 11 1 Collector / Local Road 1700 40 2411 2197 2456 0.025 11 1 Minor Arterial 1700 40 2412 2456 2197 0.025 11 1 Minor Arterial 1700 40 2413 386 385 0.034 12 1 Ram p 1500 35 2414 545 544 0.211 12 2 Freeway 4100 60 2415 382 385 0.027 11 1 Major Arterial 1200 45 2416 385 382 0.027 11 1 Major Arterial 1200 45 2417 1653 1659 0.012 11 1 Ramp 1500 55 2418 1659 1653 0.012 11 1 Ramp 1500 55 2419 1652 1659 0.257 11 1 Ramp 1500 55 2420 1659 1652 0.257 11 1 Ramp 1500 55 2421 2457 1157 0.168 12 2 Freeway 4100 65 2422 2458 1141 0.035 12 2 Freeway 4100 65 2423 1630 1631 0.081 11 2 Minor Arterial 3300 45 2424 1631 1630 0.081 11 2 Minor Arterial 3300 45 2425 1835 2458 0.172 11 1 Ramp 1500 55 2426 1832 2457 0.18 11 1 Ramp 1500 55 2427 2288 2460 0.137 11 1 Major Arterial 1700 45 2428 2460 2288 0.137 11 1 Major Arterial 1700 45 2429 1960 2461 0.186 10 1 Collector /Local Road 800 10 2430 2461 1960 0.186 10 1 Collector /Local Road 800 10 2431 2189 2464 0.049 10 1 Collector / Local Road 800 15 2432 2464 2189 0.049 10 1 Collector / Local Road 800 15 2433 2295 2465 0.724 10 1 Collector / Local Road 800 15 2434 2465 2295 0.724 10 1 Collector/ Local Road 800 15 2435 1503 2467 0.333 11 1 Minor Arterial 1200 40 2436 2467 1503 0.333 11 1 Minor Arterial 1200 40 2437 1613 2468 1.962 11 1 Minor Arterial 1200 40 2438 2468 1613 1.962 11 1 Minor Arterial 1200 40 2439 1656 2470 2.006 11 1 Minor Arterial 1700 40 2440 2470 1656 2.006 11 1 Minor Arterial 1700 40 2441 1451 2470 1.41 11 1 Minor Arterial 1200 40 2442 2470 1451 1.41 11 1 Minor Arterial 1200 40 2443 1899 2474 0.42 10 1 Collector / Local Road 800 15 2444 2474 1899 0.42 10 1 Collector/I Local Road 800 15 2445 1880 2475 1.06 11 1 Minor Arterial 1200 40 2446 2475 1880 1.06 11 1 Minor Arterial 1200 40 2447 1667 2476 2.256 11 1 Minor Arterial 1200 40 2448 2476 1667 2.256 11 1 Minor Arterial 1200 40 2449 1787 2477 0.209 10 1 Collector/I Local Road 800 15 2450 2477 1787 0.209 10 1 Collector/ Local Road 800 15 Page 43 of 91 Appendix C - Page 44 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#-od -Nde Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 2451 2127 2478 0.471 10 1 Collector!/ Local Road 800 15 2452 2478 2127 0.471 10 1 Collector/ Local Road 800 15 2453 2163 2480 0.847 10 1 Collector! Local Road 800 15 2454 2480 2163 0.847 10 1 Collector! Local Road 800 15 2455 2305 2481 0.147 10 1 Collector! Local Road 800 15 2456 2481 2305 0.147 10 1 Collector / Local Road 800 15 2457 2215 2482 0.441 10 1 Collector! Local Road 800 15 2458 2482 2215 0.441 10 1 Collector!/ Local Road 800 15 2459 1497 2483 2.119 10 1 Collector! Local Road 800 31 2460 2483 1497 2.119 10 1 Collector /Local Road 800 31 2461 1107 1822 1.821 10 1 Collector/ Local Road 800 31 2462 1822 1107 1.821 10 1 Collector/ Local Road 800 31 2463 2484 165 0.211 12 1 Ramp 1500 35 2464 164 2484 0.086 12 1 Ramp 1500 35 2465 2484 164 0.086 12 1 Ramp 1500 35 2466 168 2484 0.213 12 1 Ramp 1500 35 2467 167 2485 0.251 12 1 Ramp 1500 35 2468 169 2485 0.098 12 1 Ramp 1500 35 2469 2485 169 0.098 12 1 Ramp 1500 35 2470 2485 166 0.212 12 1 Ram p 1500 35 2471 248 247 0.373 12 1 Ramp 1500 31 2472 655 245 0.27 12 1 Ramp 1500 35 2473 2486 365 0.397 12 1 Ramp 1500 35 2474 368 2486 0.151 12 1 Ramp 1500 35 2475 2486 368 0.151 12 1 Ramp 1500 35 2476 366 2486 0.439 12 1 Ramp 1500 35 2477 371 2487 0.049 12 1 Ramp 1500 35 2478 367 2487 0.102 12 1 Ramp 1500 35 2479 2487 367 0.102 12 1 Ramp 1500 35 2480 2487 369 0.558 12 1 Ramp 1500 35 2481 1 1822 1.666 10 1 Collector!/Local Road 800 25 2482 1822 1 1.666 10 1 Collector! Local Road 800 25 2483 2 1384 0.296 10 1 Collector! Local Road 800 25 2484 1384 2 0.296 10 1 Collector! Local Road 800 25 2485 3 2468 0.183 10 1 Collector! Local Road 800 25 2486 2468 3 0.183 10 1 Collector!/ Local Road 800 25 2487 4 1364 0.353 10 1 Collector!/ Local Road 800 25 2488 1364 4 0.353 10 1 Collector!/ Local Road 800 25 2489 5 1788 0.505 10 1 Collector! Local Road 800 25 2490 1788 5 0.505 10 1 Collector!/ Local Road 800 25 2491 6 2477 0.148 10 1 Collector / Local Road 800 25 2492 2477 6 0.148 10 1 Collector! Local Road 800 25 2493 7 2471 1.11 10 1 Collector/!Local Road 800 25 2494 2471 7 1.11 10 1 Collector/I Local Road 800 25 2495 8 2476 1.771 10 1 Collector! Local Road 800 25 2496 2476 8 1.771 10 1 Collector / Local Road 800 25 2497 9 2475 0.335 10 1 Collector! Local Road 800 25 2498 2475 9 0.335 10 1~ Collector!/ Local Road 800 25 2499 10 1912 0.25 10 1 Collector!/ Local Road 800 25 2500 1912 10 0.25 10 1 Collector!/Local Road 800 25 2501 11 2473 0,068 10 1 Collector / Local Road 800 25 2502 2473 11 0.068 10 1 Collector/!Local Road 800 25 2503 12 2277 0.654 10 1 Collector! Local Road 800 25 2504 2277 12 0.654 10 1 Collector! Local Road 800 25 2505 13 2068 0.533 10 1 Collector! Local Road 800 2 2506 2068 13 0.533 10 1 Collector!/ Local Road 800 2 2507 14 2051 0.071 10 1 Collector! Local Road 800 2 Page 44 of 91 Appendix C - Page 45 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-Nde

1. D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr F5(mh 2508 2051 14 0.071 10 1 Collector I Local Road 800 25 2509 15 2176 0.336 10 1 Collector / Local Road 800 25 2510 2176 15 0.336 10 1 Collector / Local Road 800 25 2511 16 2416 2.743 10 1 Collector/ Local Road 800 25 2512 2416 16 2.743 10 1 Collector/ Local Road 800 25 2513 17 2410 0.764 10 1 Collector! Local Road 800 25 2514 2410 17 0.764 10 1 Collector!/ Local Road 800 25 2515 18 1438 1.172 10 1 Collector /LocaliRoad 800 25 2516 1438 18 1.172 10 1 Collector /Local Road 800 25 2517 19 2406 1.042 10 1 Collector! Local Road 800 25 2518 2406 19 1.042 10 1 Collector! Local Road 800 25 2519 20 2094 0.825 10 1 Collector / Local Road 800 25 2520 2094 20 0.825 10 1 Collector!/ Local Road 800 25 2521 21 2146 1.107 10 1 Collector /Local Road 800 25 2522 2146 21 1.107 10 1 Collector/!Local Road 800 25 2523 22 2478 0.22 10 1 Collector! Local Road 800 25 2524 2478 22 0.22 10 1 Collector! Local Road 800 25 2525 23 2148 0.363 10 1 Collector! Local Road 800 25 2526 2148 23 0.363 10 1 Collector!/ Local Road 800 25 2527 24 2483 0.188 10 1 Collector!/ Local Road 800 25 2528 2483 24 0.188 10 1 Collector! Local Road 800 25 2529 25 2404 0.638 10 1~ Collector / Local Road 800 25 2530 2404 25 0.638 10 1 Collector!/ Local Road 800 25 2531 26 2472 0.325 10 1 Collector!/ Local Road 800 25 2532 2472 26 0.325 10 1 Collector!/ Local Road 800 25 2533 27 1852 1.178 10 1 Collector! Local Road 800 25___

2534 1852 27 1.178 10 1 Collector! Local Road 800 2 2535 28 2119 0.303 10 1 Collector! Local Road 800 2 2536 2119 28 0.303 10 1 Collector/ Local Road 800 2 2537 29 2401 0.288 10 1 Collector!/ Local Road 800 2 2538 2401 29 0.288 10 1 Collector! Local Road 800 25___

2539 30 2138 0.735 10 1 Collector!/ Local Road 800 2 2540 2138 30 0.735 10 1 Collector!/ Local Road 800 2 2541 31 1473 0.125 10 1 Collector!/ Local Road 800 25 2542 1473 31 0.125 10 1 Collector! Local Road 800 25 2543 32 1257 1.197 10 1 Collector! Local Road 800 25 2544 1257 32 1.197 10 1 Collector! Local Road 800 25 2545 33 2470 0.211 10 1 Collector! Local Road 800 25 2546 2470 33 0.211 10 1 Collector!/ Local Road 800 25 2547 34 1458 0.37 10 1 Collector!/ Local Road 800 25 2548 1458 34 0.37 10 1 Collector!I Local Road 800 25 2549 35 1445 0.216 10 1 Collector! Local Road 800 25 2550 1445 35 0.216 10 1 Collector! Local Road 800 25 2551 36 1449 0.417 10 1 Collector! Local Road 800 25 2552 1449 36 0.417 10 1 Collector!/ Local Road 800 25 2553 37 1462 0.088 10 1 Collector! Local Road 800 25 2554 1462 37 0.088 10 1 Collector! Local Road 800 25 2555 38 2469 0.11 10 1 Collector!/ Local Road 800 25 2556 2469 38 0.11 10 1 Collector! Local Road 800 25 2557 39 1488 1.693 10 1 Collector! Local Road 800 25 2558 1488 39 1.693 10 1 Collector! Local Road 800 25 2559 40 1309 0.423 10 1 Collector! Local Road 800 25 2560 1309 40 0.423 10 1 Collector! Local Road 800 25 2561 41 1920 0.117 10 1 Collector! Local Road 800 25 2562 1920 41 0.117 10 1 Collector! Local Road 800 25 2563 42 2390 0.775 10 1 Collector! Local Road 800 25 2564 2390 42 0.775 10 1 Collector! Local Road 800 25 Page 45 of 91 Appendix C - Page 46 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

Link#

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

2565 43 2403 0.589 10 1 Collector/I Local Road 800 25 2566 2403 43 0.589 10 1 Collector / Local Road 800 25 2567 44 2247 0.795 10 1 Collector! Local Road 800 25 2568 2247 44 0.795 10 1 Collector! Local Road 800 25 2569 45 2162 0.277 10 1 Collector!/ Local Road 800 25 2570 2162 45 0.277 10 1 Collector / Local Road 800 25_

2571 46 2480 0.218 10 1 Collector / Local Road 800 25_

2572 2480 46 0.218 10 1 Collector! Local Road 800 25 2573 47 2075 0.297 10 1 Collector! Local Road 800 25 2574 2075 47 0.297 10 1 Collector!/ Local Road 800 25 2575 48 2479 0.381 10 1 Collector!/ Local Road 800 25 2576 2479 48 0.381 10 1 Collector / Local Road 800 25 2577 49 2110 1.039 10 1 Collector! Local Road 800 25 2578 2110 49 1.039 10 1 Collector / Local Road 800 25 2579 50 2108 0.308 10 1 Collector/ Local Road 800 25 2580 2108 50 0.308 10 1 Collector/ Local Road 800 25 2581 51 1962 0.689 10 1 Collector/ Local Road 800 25 2582 1962 51 0.689 10 1 Collector / Local Road 800 25 2583 52 1400 0.235 10 1 Collector/ Local Road 800 25 2584 1400 52 0.235 10 1 Collector! Local Road 800 25 2585 53 1375 1.104 10 1__ Collector/ Local Road 800 25 2586 1375 53 1.104 10 1 Collector!/ Local Road 800 25_

2587 54 1795 1.235 10 1 Collector! Local Road 800 25 2588 1795 54 1.235 10 1 Collector / Local Road 800 25 2589 55 2474 1.064 10 1 Collector / Local Road 800 25 2590 2474 55 1.064 10 1 Collector!/ Local Road 800 25 2591 56 1922 2.003 10 1 Collector! Local Road 800 25 2592 1922 56 2.003 10 1 Collector/ Local Road 800 25 2593 57 1994 0.756 10 1 -Collector!/ Local Road 800 25 2594 1994 57 0.756 10 1 Collector!/ Local Road 800 25 2595 58 2249 0.853 10 1 - Collector! Local Road 800 25 2596 2249 58 0.853 10 1 Collector!/ Local Road 800 25 2597 58 2481 0.681 10 1 Collector! Local Road 800 25 2598 2481 58 0.681 10 1 Collector! Local Road 800 25 2599 59 2012 0.195 10 1 Collector! Local Road 800 25 2600 2012 59 0.195 10 1 Collector!/ Local Road 800 25 2601 59 2016 0.175 10 1 Collector!/ Local Road 800 25 2602 2016 59 0.175 10 1 Collector!/ Local Road 800 25 2603 60 2482 2.037 10 1 Collector!/ Local Road 800 25 2604 2482 60 2.037 10 1 Collector / Local Road 800 25 2605 61 2151 0.684 10 1 Collector! Local Road 800 25 2606 2151 61 0.684 10 1 Collector! Local Road 800 25 2607 62 1256 0.305 10 1 - Collector!/ Local Road 800 25 2608 1256 62 0.305 10 1 Collector! Local Road 800 25 2609 63 2467 0.666 10 1 Collector!/ Local Road 800 25 2610 2467 63 0.666 10 1 Collector! Local Road 800 25 2611 64 1777 0.888 10 1 Collector/!Local Road 800 25 2612 1777 64 0.888 10 1 Collector! Local Road 800 25 2613 65 2461 0.478 10 1 Collector! Local Road 800 25 2614 2461 65 0.478 10 1 Collector/ Local Road 800 25 2615 66 2459 0.089 10 1 Collector!/ Local Road 800 25 2616 2459 66 0.089 10 1 Collector / Local Road 800 25 2617 67 2466 0.687 1 10 1 Collector! Local Road 800 25 2618 2466 67 0.687 10 1 Collector! Local Road 800 25 2619 68 2460 0.654 10 1 Collector!/ Local Road 800 25 2620 2460 68 0.654 10 1 Collector!/ Local Road 800 25 2621 69 2462 0.529 10 1 Collector! Local Road 800 25 Page 46 of 91 Appendix C - Page 47 of 104

Appendix C Three Mile Island NGS Appedix IlandNGSRoadway Thre Network Mle Data Table Lik#

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

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

2622 2462 69 0.529 10 1 Collector / Local Road 800 25 2623 69 2463 0.733 10 1 Collector/I Local Road 800 25 2624 2463 69 0,733 10 1 Collector/I Local Road 800 25 2625 70 2465 0.619 10 1 Collector! Local Road 800 25 2626 2465 70 0.619 10 1 Collector!/ Local Road 800 25 2627 71 2432 0.607 10 1 Collector/I Local Road 800 25 2628 2432 71 0.607 10 1 Collector!/ Local Road 800 25 2629 72 2464 0.21 10 1 Collector! Local Road 800 25 2630 2464 72 0.21 10 1 Collector!/ Local Road 800 25 2631 73 2312 0.612 10 1 Collector /Local Road 800 25 2632 2312 73 0.612 10 1 Collector!/ Local Road 800 25 2633 73 2313 0.614 10 1 Collector!/ Local Road 800 25 2634 2313 73 0.614 10 1 Collector!/ Local Road 800 25 2635 74 685 0.243 10 1 Collector / Local Road 800 25 2636 685 74 0.243 10 1 Collector / Local Road 800 25 2637 74 760 0.237 10 1 Collector / Local Road 800 25 2638 760 74 0.237 10 1 Collector! Local Road 800 25 2639 75 147 0.19 10 1 Collector! Local Road 800 25 2640 147 75 0.19 10 1 Collector/ Local Road 800 25 2641 76 683 0.263 10 1 Collector/ Local Road 800 25 2642 683 76 0.263 10 1 Collector/ Local Road 800 25 2643 76 684 0.305 10 1 Collector! Local Road 800 25 2644 684 76 0.305 10 1 Collector! Local Road 800 25 2645 1 77 593 0.199 10 1 1 Collector!/ Local Road 800 25 2646 593 77 0.199 10 1 Collector! Local Road 800 25 2647 77 668 0.194 10 1 Collector!/ Local Road 800 25 2648 668 77 0.194 10 1 Collector!/ Local Road 800 25 2649 78 2356 0.306 10 1 Collector!I Local Road 800 25 2650 2356 78 0.306 10 1 1 Collector!/ Local Road 800 25 2651 78 2357 0.308 10 1 Collector!/ Local Road 800 25 2652 2357 78 0.308 10 1 Collector!/ Local Road 800 25 2653 79 2287 0.871 10 1 Collector!/ Local Road 800 25 2654 2287 79 0.871 10 1 Collector!/ Local Road 800 25 2655 80 638 0.962 10 1 Collector!/ Local Road 800 25 2656 638 80 0.962 10 1 Collector!/Local Road 800 25 2657 80 639 0.957 10 1 Collector!/ Local Road 800 25 2658 639 80 0.957 10 1 Collector!/ Local Road 800 25 2659 2382 104 0.294 11 2 Principal Arterial 3400 45 2660 123 118 0.319 12 1 Ramp 1500 35 2661 124 127 0.417 12 1 Ramp 1500 35 2662 122 127 0.393 12 2 Freeway 4100 65 2663 125 2366 0.09 12 1 Ramp 1500 35 2664 128 130 0.414 12 1 Ramp 1500 35 2665 135 134 0.103 11 1 Major Arterial 1200 45 2666 2287 2363 1.725 12 1 Freeway 2050 55 2667 2363 2287 1.725 12 1 Freeway 2050 55 2668 2374 162 0.479 12 1 -Ramp 1500 35 2669 164 169 0.2 11 1 Minor Arterial 1700 40 2670 169 164 0.2 11 1 Minor Arterial 1700 40 2671 247 249 0.166 11 1 Major Arterial 1200 45 2672 249 247 0.166 11 1 Major Arterial 1200 45 2673 278 277 0.359 12 1 Ramp 1500 35 2674 294 292 0.39 12 2 Freeway 4100 55 2675 670 295 0.392 12 2 Freeway 4100 55 2676 315 673 0.131 12 2 Freeway 4100 50 2677 323 2393 10.29 12 1 Ramp 1500 35 2678 367 368 10.678 11 1 Major Arterial 1200 45 Page 47 of 91 Appendix C - Page 48 of 104

Appendix C Three Mile Island NGS AppedixThreNetwork Mle IlandNGSRoadway 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) FS(mh 2679 368 367 0.678 11 1 Major Arterial 1200 45 2680 422 421 0.644 12 1 Ramp 1500 35 2681 641 453 0.106 12 2 Freeway 4100 55 2682 540 614 0.423 12 1 Minor Arterial 1100 35 2683 614 540 0.423 12 1 Minor Arterial 1100 35 2684 559 558 0.065 11 1 Major Arterial 1700 50 2685 646 645 0.033 11 1 Major Arterial 1700 50 2686 638 163 4.746 12 2 Freeway 4100 65 2687 611 1883 0.147 11 1 Major Arterial 1200 45 2688 1883 611 0.147 11 1 Major Arterial 1200 45 2689 319 1859 0.178 11 1 Minor Arterial 1700 40 2690 1859 319 0.178 11 1 Minor Arterial 1700 40 2691 636 1882 1.093 11 1 Minor Arterial 1200 40 2692 1882 636 1.093 11 1 Minor Arterial 1200 40 2693 472 387 3.869 12 2 Freeway 4100 65 2694 642 1874 0.952 11 1 Major Arterial 1700 45 2695 1874 642 0.952 11 1 Major Arterial 1700 45 2696 643 645 0.551 11 1 Major Arterial 1700 50 2697 645 643 0.551 11 1 Major Arterial 1700 50 2698 155 594 0.319 11 1 Principal Arterial 1600 50 2699 125 126 0.402 12 2 Freeway 4100 65 2700 128 125 0.433 12 2 Freeway 4100 65 2701 123 122 0.335 12 2 Freeway 4100 65 2702 130 135 0.151 11 1 Major Arterial 1200 45 2703 623 131 0.21 11 1 Major Arterial 1200 45 2704 134 132 0.062 11 1 Major Arterial 1200 45 2705 126 103 2.659 12 2 Freeway 4100 65 2706 647 101 1.026 12 2 Freeway 4100 65 2707 648 647 0.512 _ 12 2 Freeway 4100 65 2708 99 96 0.945 _ 12 2 Freeway 4100 65 2709 82 84 0.446 12 1 Ramp 1500 35 2710 561 570 0.279 12 2 Freeway 4100 60 2711 569 564 0.261 12 2 Freeway 4100 60 2712 503 498 0.379 12 2 Freeway 4100 60 2713 176 172 0.595 12 2 Freeway 4100 65 2714 177 173 0.446 12 2 Freeway 4100 65 2715 184 178 0.583 12 2 Freeway 4100 45 2716 183 187 0.638 12 2 Freeway 4100 45 2717 192 651 0.938 12 2 Freeway 4100 55 2718 187 188 0.41 12 2 Freeway 4100 45 2719 652 184 0.453 12 2 Freeway 4100 45 2720 195 2341 0.869 12 2 Freeway 4100 55 2721 216 653 0.569 12 2 Freeway 4100 65 2722 205 224 1.641 12 2 Freeway 4100 65 2723 228 222 1.917 12 2 Freeway 4100 65 2724 246 654 3.999 12 2 Freeway 4100 65 2725 365 422 6.062 12 2 Freeway 4100 65 2726 422 430 1.045 12 2 Freeway 4100 55 2727 439 426 0.408 12 2 Freeway 4100 55 2728 430 443 0.6 12 2 Freeway 4100 55 2729 441 439 0.128 12 2 Freeway 4100 55 2730 443 444 0.129 12 2 Freeway 4100 55 2731 446 441 0.171 12 2 Freeway 4100 55 2732 445 447 0.131 11 2 Principal Arterial 3700 50 2733 449 1 445 0.069 12 2 Freeway 4100 60 2734 658 641 0.215 12 2 Freeway 4100 55 2735 456 451 0.334 12 2 Freeway 4100 55 Page 48 of 91 Appendix C - Page 49 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

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

2736 453 659 0.112 12 2 Freeway 4100 55 2737 457 456 0.129 12 2 Freeway 4100 55 2738 659 481 0.811 12 2 Freeway 4100 55 2739 436 433 0.512 12 2 Freeway 4100 60 2740 661 467 0.585 12 2 Freeway 4100 60 2741 662 663 0.358 11 2 Major Arterial 3300 45 2742 505 506 0.376 11 2 Major Arterial 3300 45 2743 509 662 0.197 11 2 Major Arterial 3300 45 2744 506 508 0.127 11 2 Principal Arterial 3700 50 2745 521 523 0.151 12 2 Freeway 4100 65 2746 514 518 0.228 12 2 Freeway 4100 65 2747 526 521 0.202 12 2 Freeway 4100 65 2748 518 527 0.126 12 2 Freeway 4100 65 2749 525 524 0.035 11 2 Principal Arterial 3400 45 2750 665 664 0.07 12 2 Freeway 4100 65 2751 582 580 0.304 12 2 Freeway 4100 65 2752 593 591 0.885 12 2 Freeway 4100 65 2753 621 495 0.357 12 2 Freeway 4100 65 2754 383 621 4.027 12 2 Freeway 4100 65 2755 387 381 0.45 12 2 Freeway 4100 65 2756 261 263 0.371 12 2 Freeway 4100 65 2757 265 629 0.341 12 2 Freeway 4100 65 2758 669 275 0.46 12 2 Freeway 4100 65 2759 277 637 0.474 12 2 Freeway 4100 65 2760 292 290 1.283 12 2 Freeway 4100 65 2761 308 671 0.605 12 2 Freeway 4100 55 2762 321 315 0.3 12 2 Freeway 4100 50 2763 675 338 0.56 12 2 Freeway 4100 55 2764 335 635 0.287 12 2 Freeway 4100 55 2765 338 625 0.332 12 2 Freeway 4100 55 2766 342 352 0.436 12 2 Freeway 4100 60 2767 351 626 0,154 12 2 Freeway 4100 60 2768 2374 676 0.396 12 2 Freeway 4100 65 2769 163 160 0.267 12 2 Freeway 4100 65 2770 676 639 4.776 12 2 Freeway 4100 65 2771 175 174 0.247 11 1 Ramp 1500 55 2772 179 171 0.47 11 1 Ramp 1500 55 2773 159 161 0.225 12 1 Ramp 1500 35 2774 162 158 0.22 12 1 Ramp 1500 35 2775 690 687 0.615 11 1 Ramp 1500 55 2776 692 688 0.405 12 1 Ramp 1500 35 2777 695 691 0.576 12 1 Ramp 1500 35 2778 694 692 0.287 11 1 Ramp 1500 55 2779 689 890 0.351 11 1 Ramp 1500 55 2780 697 796 0.136 11 2 Minor Arterial 3300 40 2781 698 790 0.243 11 2 Minor Arterial 3300 40 2782 1343 1002 0.173 11 2 MinorArterial 3300 40 2783 706 707 1.302 12 2 Freeway 4100 65 2784 711 712 0.058 12 2 Freeway 4100 60 2785 714 713 0.032 12 2 Freeway 4100 60 2786 716 715 1.042 12 2 Freeway 4100 55 2787 715 717 0.482 12 2 Freeway 4100 55 2788 720 718 0.795 12 2 Freeway 4100 60 2789 2433 719 2.045 12 2 Freeway 4100 65 2790 718 1244 1.011 12 2 Freeway 4100 60 2791 737- 741 0.141 11 2 Major Arterial 3300 45 2792 771 766 0.221 12 1 Ramp 1500 35 Page 49 of 91 Appendix C - Page 50 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) 2793 785 783 0.133 11 2 Major Arterial 3300 45 2794 790 791 0.26 11 2 Minor Arterial 3300 40 2795 800 1793 0.787 11 2 Major Arterial 3300 45 2796 803 801 0.176 11 2 Major Arterial 3300 45 2797 809 804 0.104 11 2 Major Arterial 3300 45 2798 806 820 0.19 11 2 Major Arterial 3300 45 2799 800 819 0.377 11 2 Major Arterial 3300 45 2800 819 800 0.377 11 2 Major Arterial 3300 45 2801 791 817 0.232 11 2 Minor Arterial 3300 40 2802 820 811 0.189 11 2 Major Arterial 3300 45 2803 817 1796 0.166 11 2 Minor Arterial 3300 40 2804 819 831 0.409 11 2 Major Arterial 3300 45 2805 835 819 0.439 11 2 Major Arterial 3300 45 2806 849 843 0.22 12 1 Ramp 1500 35 2807 857 701 0.202 12 1 Ramp 1500 35 2808 866 859 0.15 11 2 Minor Arterial 3300 40 2809 868 861 0.259 12 1 Ramp 1500 35 2810 884 862 0.75 11 1 Ramp 1500 55 2811 863 865 0.269 12 1 Ramp 1500 35 2812 865 871 0.104 11 2 Minor Arterial 3300 40 2813 864 866 0.184 12 1 Ramp 1500 35 2814 864 872 0.2 1 12 1 Ramp 1500 35 2815 888 867 0.472 12 2 Freeway 4100 65 2816 1 860 895 0.984 11 1 1 Ramp 1500 55 2817 860 1509 0.823 12 2 Freeway 4100 65 2818 885 689 0.254 11 1 Ramp 1500 55 2819 912 915 0.156 11 1 Collector/ Local Road 1700 40 2820 1362 1363 0.072 11 1 Major Arterial 1700 45 2821 1363 1362 0.072 11 1 1 Major Arterial 1700 45 2822 930 914 0.434 12 1 Ramp 1500 35 2823 936 937 0.153 11 1 Principal Arterial 1700 45 2824 937 936 0.153 11 1 Principal Arterial 1700 45 2825 952 949 0.154 11 2 Minor Arterial 3300 40 2826 951 954 0.12 11 2 Major Arterial 3300 45 2827 955 943 0.427 11 2 Major Arterial 3300 45 2828 953 1374 0.025 11 2 Collector / Local Road 3300 40 2829 1374 953 0.025 11 2 Collector / Local Road 3300 40 2830 947 955 0.419 11 2 Major Arterial 3300 45 2831 931 968 0.961 11 2 Minor Arterial 3300 40 2832 960 965 0.292 11 2 Minor Arterial 3300 40 2833 965 960 0.292 11 2 Minor Arterial 3300 40 2834 976 960 0.674 12 1 Ramp 1500 35 2835 1547 1553 1.611 12 1 Major Arterial 1100 35 2836 1553 1547 1.611 12 1 Major Arterial 1100 35 2837 978 981 0.67 12 2 Major Arterial 2850 35 2838 980 978 0.518 12 2 Major Arterial 2850 35 2839 1389 1391 0.085 12 1 Minor Arterial 1700 35 2840 1391 1389 0.085 12 1 Minor Arterial 1700 35 2841 1001 991 0.317 11 2 Minor Arterial 3300 40 2842 992 998 0.265 11 2 Minor Arterial 3300 40 2843 985 1001 0.466 11 2 Minor Arterial 3300 40 2844 1002 985 0.467 11 2 Minor Arterial 3300 40 2845 1006 967 1.018 11 2 Collector /Local Road 3300 40 2846 968 1008 1 11 2 Minor Arterial 3300 40 2847 1006 1009 0.073 11 2 Minor Arterial 3300 40 2848 1012 1568 2.044 11 2 Principal Arterial 3400 45 2849 1568E 101 2.044 1 11 2 Principal Arterial 3400 45 Page 50 of 91 Appendix C - Page 51 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle Data Table IlandNGSRoadway Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) F mh 2850 1014 1015 0.704 11 2 Principal Arterial 3400 45 2851 1015 1014 0.704 11 2 Principal Arterial 3400 45 2852 1016 1574 0.551 11 2 Minor Arterial 3300 40 2853 1574 1016 0.551 11 2 Minor Arterial 3300 40 2854 1020 1007 0.454 11 2 Collector/I Local Road 3300 40 2855 1020 1031 0.101 11 1 Minor Arterial 1700 40 2856 1011 1031 0.478 11 2 Minor Arterial 3300 40 2857 1027 1032 0.199 1 11 1 Minor Arterial 1700 40 2858 1032 1027 0.199 11 1 Minor Arterial 1700 40 2859 1037 1020 0.201 11 2 Collector/I Local Road 3300 40 2860 1037 1044 0.099 10 2 Collectorl/Local Road 1600 15 2861 1044 1037 0.099 10 2 Collector/I Local Road 1600 15 2862 1035 1061 0.806 12 2 Freeway 4100 55 2863 1053 1037 0.289 11 2 Collector / Local Road 3300 40 2864 1044 1060 0.27 1 11 2 Minor Arterial 3300 40 2865 1060 1059 0.104 11 2 Minor Arterial 3300 40 2866 1085 1099 0.287 12 1 Ramp 1500 35 2867 710 1088 0.39 12 1 Ramp 1500 35 2868 1105 1602 0.494 12 1 -Ramnp 1500 35 2869 1602 1105 0.494 12 1 Ram p 1500 35 2870 1101 1105 0.293 11 1 Minor Arterial 1700 40 2871 1105 1101 0.293 11 1 Minor Arterial 1700 40 2872 1414 1830 0.462 11 2 Principal Arterial 3400 45 2873 1114 1414 0.723 11 2 Principal Arterial 3400 45 2874 1123 1738 0.369 11 1 Ramp 1500 55 2875 1132 1133 0.18 12 1 Ramp 1500 35 2876 1153 1172 0.5 11 2 Minor Arterial 3300 40 2877 1172 1153 0.5 11 2 Minor Arterial 3300 40 2878 1166 1171 0.063 11 2 MajorArterial 3400 50 2879 1171 1166 0.063 11 2 Major Arterial 3400 50 2880 1175 1170 1.278 12 1 Ramp 1500 35 2881 1172 1180 0.274 11 2 Minor Arterial 3300 40 2882 1180 1172 0.274 11 2 Minor Arterial 3300 40 2883 1180 1201 0.582 12 1 Ramp 1500 35 2884 1201 1180 0.582 12 1 Ramp 1500 35 2885 1183 719 0.999 12 1 Ramp 1500 35 2886 1207 1211 0.664 12 1 Ramp 1500 35 2887 1211 1207 0.664 12 1 Ramp 1500 35 2888 1227 1443 0.795 11 1 Minor Arterial 1700 40 2889 1443 1227 0.795 11 1 MinorArterial 1700 40 2890 1223 1230 0.295 '11 2 Major Arterial 3300 45 2891 1238 1235 0.155 11 1 Ramp 1500 55 2892 1236 1239 0.209 11 1 Ramp 1500 55 2893 1243 1238 1.22 11 1 Ramp 1500 55 2894 1675 1680 1.039 11 1 Collector /Local Road 1700 40 2895 1680 1675 1.039 11 1 Collector/ Local Road 1700 40 2896 1257 1259 1.167 10 1 Collector/ Local Road 800 10 2897 1259 1257 1.167 10 1 Collector/ Local Road 800 10 2898 1266 1267 0.853 11 1 Minor Arterial 1200 40 2899 1267 1266 0.853 11 1 Minor Arterial 1200 40 2900 1276 1267 1.433 12 1 Ramp 1500 35 2901 1268 1277 1.004 12 1 Ramp 1500 35 2902 1471 1694 0.351 11 2 Major Arterial 3300 45 2903 1694 1471 0.351 11 2 Major Arterial 3300 45 2904 1694 1698 0.201 11 1 Minor Arterial 1700 40 2905 1698 1694 0.201 11 1 Minor Arterial 1700 40 2906 1286 1475 0.975 11 1 Major Arterial 1700 45 Page 51 of 91 Appendix C - Page 52 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway 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 2907 1475 1286 0.975 11 1 Major Arterial 1700 45 _

2908 895 923 0.45 12 2 Freeway 4100 65 2909 1346 1530 0.214 11 1 Minor Arterial 1200 45 2910 1530 1346 0.214 11 1 Minor Arterial 1200 45 2911 741 1531 1.282 11 2 Major Arterial 3300 45 2912 1531 741 1.282 11 2 Major Arterial 3300 45 2913 1532 1533 0.316 11 1 Major Arterial 1700 45 2914 1533 1532 0.316 11 1 Major Arterial 1700 45 2915 785 787 1.672 11 2 Major Arterial 3300 45 2916 787 785 1.672 11 2 Major Arterial 3300 45 2917 836 1360 0.371 11 2 Minor Arterial 3300 40 2918 1360 836 0.371 11 2 Minor Arterial 3300 40 2919 1357 1359 0.282 11 1 Major Arterial 1700 40 2920 1359 1357 0.282 11 1 Major Arterial 1700 40 2921 922 929 0.055 11 2 Minor Arterial 3300 40 2922 929 922 0.055 11 2 Minor Arterial 3300 40 2923 1537 1539 0.668 11 1 Major Arterial 1200 45 2924 1539- 1537 0.668 11 1 Major Arterial 1200 45 2925 1537 1540 2.828 11 2 Minor Arterial 3300 45 2926 1540 1537 2.828 11 2 Minor Arterial 3300 45 2927 936 1541 0.693 11 1 Principal Arterial 1700 45 2928 1541 936 0.693 11 1 Principal Arterial 1700 45 2929 1370 1540 0.884 11 2 Major Arterial 3300 45 2930 1540 1370 0.884 11 2 Major Arterial 3300 45 2931 1372 1541 0.614 11 1 Minor Arterial 1700 40 2932 1541 1372 0.614 11 1 Minor Arterial 1700 40 2933 956 1373 0.454 11 2 Principal Arterial 3400 45 2934 1373 956 0,454 11 2 Principal Arterial 3400 45 2935 1375- 1377 0.495 10 1 Collector/ Local Road 800 15 2936 1377 1375 0.495 10 1 Collector / Local Road 800 15 2937 964 1542 0.45 11 1 Minor Arterial 1700 40 2938 1542 964 0.45 11 1 Minor Arterial 1700 40 2939 936 1380 0.909 12 1 Major Arterial 1700 25 2940 1380 936 0.909 12 -1 Major Arterial 1700 25 2941 1371 1382 1.422 10 1 Collector/ Local Road 800 15 2942 1382 1371 1.422 10 1 Collector /Local Road 800 15 2943 1383 1547 0.866 12 1 Principal Arterial 1700 35 2944 1547 1383 0.866 12 1 Principal Arterial 1700 35 2945 1382 1384 0.643 10 1 Collector/ Local Road 800 15 2946 1384 1382 0.643 10 1 Collector /Local Road 800 15 2947 1386 1551 0.366 11 2 Minor Arterial 3300 40 _

2948 1551 1386 0.366 11 2 Minor Arterial 3300 40 2949 1378 1551 0.473 11 1 Collector/ Local Road 1700 40 _

2950 1551 1378 0.473 11 1 Collector I Local Road 1700 40 2951 982 1388 0.696 11 1 Principal Arterial 1600 45 2952 1388 982 0.696 11 1 Principal Arterial 1600 45 2953 1390 1556 0.197 11 1 Minor Arterial 1700 40 2954 1556 1390 0.197 11 1 Minor Arterial ___1700 40 2955 1551 1556 0.296 11 1 Collector/ Local Road 1700 40 2956 1556 1551 0.296 11 1 Collector! Local Road 1700 40 2957 981 1552 0.318 12 2 Minor Arterial 2850 35 _

2958 1552 981 0.318 12 2 Minor Arterial 2850 35 2959 1553 1557 0.79 12 1 Major Arterial 1100 35 _

2960 1557 1553 0.79 12 1 Major Arterial 1100 35 2961 993 1558 0,438 12 1 Minor Arterial 1700 25 2962 1558 993 0.438 12 1 Minor Arterial 1700 1 25 29-63 1392 1558 0.29 12 1 Minor Arterial 1700 1 25 Page 52 of 91 Appendix C - Page 53 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) F mh 2964 1558 1392 0.29 12 1 Minor Arterial 1700 25 2965 985 1559 0.254 11 1 Minor Arterial 1700 40 2966 1559 985 0.254 11 1 Minor Arterial 1700 40 2967 1004 1392 0.423 10 1 Collector/ Local Road 1700 25 2968 1392 1004 0.423 10 1 Collector/ Local Road 1700 25 2969 1004 1393 0.182 12 1 Minor Arterial 1700 25 2970 1393 1004 0.182 12 1 Minor Arterial 1700 25 2971 1559 1567 0.204 11 1 Minor Arterial 1___700 40 2972 1567 1559 0.204 11 1 Minor Arterial 1700 40 2973 1013 1561 0.391 11 1 Collector /Local Road 1700 40 2974 1561 1013 0.391 11 1 Collectorl/Local Road 1700 40 2975 1388 1573 1.697 11 1 Minor Arterial 1200 40 2976 1573 1388 1.697 11 1 Minor Arterial 1200 40 2977 1563 1568 0.888 11 1 Minor Arterial 1700 40 2978 1568 1563 0.888 11 1 Minor Arterial 1700 40 2979 1016 1563 4.281 11 1 Minor Arterial 1700 40 2980 1563 1016 4.281 11 1 Minor Arterial 1700 40 _

2981 1561 1564 0.204 11 1 Minor Arterial 1700 40 2982 1564 1561 0.204 11 1 Minor Arterial 1700 40 2983 1343 1569 0.089 111Minor Arterial 1700 40 _

2984 1015 1565 0.417 ii1Minor Arterial 1700 40 _

2985 1565 1015 0.417 ii1Minor Arterial 1700 40 2986 1567 1570 0.347 111Minor Arterial 1700 40 2987 1570 1567 0.347 111Minor Arterial 1700 40 2988 1024 1558 0.721 111Minor Arterial 1700 40 2989 1558 1024 0.721 111Minor Arterial 1700 40 2990 1012 1572 0.335 11 1 Minor Arterial 1700 40 2991 1572 1012 0.335 11 1 Minor Arterial 1700 40 2992 1397 1567 0.295 11 1 Minor Arterial 1700 40 2993 1567 1397 0.295 11 1 Minor Arterial 1700 40 2994 1399 1574 0.693 1 11 1 Minor Arterial 1700 40 _

2995 1574 1399 0.693 11 1 Minor Arterial 1700 40 2996 1040 1041 0.209 11 1 Minor Arterial 1700 40 _

2997 1 1041 1040 0.209 11 1 Minor Arterial 1700 40 2998 1042 1402 0.229 11 1 Collector/I Local Road 1700 40 2999 1402 1042 0.229 11 1 Collector/I Local Road 1700 40 3000 1579 1593 0.535 11 1 Minor Arterial 1700 40 3001 1593 1579 0.535 11 1 Minor Arterial 1700 40 3002 1401 1590 0.118 11 1 Minor Arterial 1700 40 3003 1590 1401 0.118 11 1 Minor Arterial 1700 40 3004 1582 1587 0.511 11 2 Minor Arterial 3300 40 3005 1587 1582 0.511 11 2 Minor Arterial 3300 40 3006 1572 1592 1.493 11 1 Collector / Local Road 1700 40 3007 1592 1572 1.493 11 1 Collector/I Local Road 1700 40 3008 1404 1406 0.172 11 1 Minor Arterial 1700 40 3009 1406 1404 0.172 11 1 Minor Arterial 1700 40 3010 1405 1406 1.653 11 1 Major Arterial 1700 45 3011 1406 1405 1.653 11 1 Major Arterial 1700 45 3012 1398 1591 1.044 11 1 Collector/ Local Road 1200 40 3013 1591 1398 1.044 11 1 Collector/I Local Road 1200 40 3014 1 1404 1590 0.211 11 2 Minor Arterial 3300 40 3015 1590 1404 0.211 11 2 Minor Arterial 3300 40 3016 1092 1584 1.149 11 1 Minor Arterial 1700 40 3017 1584 1092 1.149 11 1 Minor Arterial 1700 40 3018 1587 1590 0.361 11 2 Minor Arterial 3300 40 _

11 2 Minor Arterial 3300 40 E3019 1590 1587 0.361 302 1032 1605 11.387 1 11 1 Minor Arterial 1700 40 Page 53 of 91 Appendix C - Page 54 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table LikUNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr) FL mh 3021 1605 1032 1.387 11 1 Minor Arterial 1700 40 3022 1590 1594 0.703 11 1 Minor Arterial 1700 40 3023 1594 1590 0.703 11 1 Minor Arterial 1700 40 3024 1588 1597 1.764 11 1 Minor Arterial 1700 40 3025 1597 1588 1.764 11 1 Minor Arterial 1700 40 3026 1606 1608 0.439 12 1 Major Arterial 1700 35 3027 1608 1606 0.439 12 1 Major Arterial 1700 35 3028 1408 1604 1.585 1 11 1 Minor Arterial 1700 40 3029 1604 1408 1.585 11 1 Minor Arterial 1700 40 3030 1415 1597 0.903 11 1 Minor Arterial 1700 40 3031 1597 1415 0.903 11 1 Minor Arterial 1700 40 3032 1104 1409 0.459 11 2 Principal Arterial 3400 45 3033 1409 1104 0.459 11 2 Principal Arterial 3400 45 3034 1419 1604 1.308 11 1 Major Arterial 1700 45 3035 1604 1419 1.308 11 1 Major Arterial 1700 45 3036 1615 1624 1.028 11 1 Minor Arterial 1700 40 3037 1624 1615 1.028 11 1 Minor Arterial 1700 40 3038 1423 1421 0.182 11 1 Minor Arterial 1700 40 3039 1420 1424 0.325 11 1 Collector/I Local Road 1700 40 3040 1424 1420 0.325 11 1 Collector/I Local Road 1700 40 3041 1418 1424 0.461 11 1 Collector/ Local Road 1700 40 3042 1424 1418 0.461 11 1 Collector!/ Local Road 1700 40 3043 1421 1426 0.474 11 1 Collector /Local Road 1700 40 3044 1426 1421 0.474 11 1 Collector!/ Local Road 1700 40 3045 1132 1418 0.386 11 1 Minor Arterial 1700 40 3046 1418 1132 0.386 11 1 Minor Arterial 1700 40 3047 1144 1422 0.283 11 2 Principal Arterial 3400 45 3048 1422 1144 0.283 11 2 Principal Arterial 3400 45 3049 1135 1621 0.278 11 1 Minor Arterial 1700 40 3050 1621 1135 0.278 11 1 Minor Arterial 1700 40 3051 1619 1647 2.945 11 1 Major Arterial 1700 45 3052 1647 1619 2.945 11 1 Major Arterial 1700 45 3053 1603 1615 2.877 11 1 Minor Arterial 1700 40 3054 1615 1603 2.877 11 1 Minor Arterial 1700 40 3055 1426 1648 1.016 11 1 Major Arterial 1700 45 3056 1648 1426 1.016 11 1 Major Arterial 1700 45 3057 1433 1438 0.421 10 1 Collector!/ Local Road 800 15 3058 1438 1433 0.421 10 1 Collector/ Local Road 800 15 3059 1429 1645 0.199 11 1 Minor Arterial 1700 40 3060 1645 1429 0.199 11 1 Minor Arterial 1700 40 3061 1433 1436 0.468 12 1 Minor Arterial 1700 35 3062 1436 1433 0.468 12 1 Minor Arterial 1700 35 3063 1435 1647 0.315 11 1__ Collector/ Local Road 1700 40 3064 1647 1435 0.315 11 1 Collector/ Local Road 1700 40 3065 1643 2471 1.616 10 1 Collector/ Local Road 800 15 3066 2471 1643 1.616 10 1 Collector/ Local Road 800 15 3067 1432 1438 0.407 10 1 Collector / Local Road 800 15 3068 1438 1432 0.407 10 1 Collector! Local Road 800 15 3069 1167 1430 1.17 11 1 Minor Arterial 1700 40 3070 1430 1167 1.17 11 1 Minor Arterial 1700 40 3071 1185 1655 1.639 11 1 Minor Arterial 1700 40 3072 1655 1185 1.639 11 1 Minor Arterial 1700 40 3073 1430 1439 0.373 10 1 Collector/ Local Road 800 15 3074 1439 1430 0.373 10 1 Collector! Local Road 800 15 3075 1443 1654 2.216 11 1 Minor Arterial 1700 40 3076 1654 1443 2.216 11 1 Minor Arterial 1700 40 3077 1439 11440 0.257 10 1 Collector! Local Road 800 25 Page 54 of 91 Appendix C - Page 55 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik -Nde DNoe Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Lin # -Noe DNod (ml) Width (ft) Lanes ___________ Rate (vehlhr) ____

3078 1440 1439 0.257 10 1 Collector / Local Road 800 25 3079 1180 1211 0.777 11 2 Minor Arterial 3300 45 3080 1211 1180 0,777 11 2 Minor Arterial 3300 45 3081 1663 1664 0.615 11 1 Major Arterial 1200 45 3082 1664 1663 0.615 11 1 Major Arterial 1200 45 3083 1655 1666 1.495 11 1 Collector /Local Road 1700 40 3084 1666 1655 1.495 11 1 Collector /Local Road 1700 40 3085 1444 1666 1.121 1 11 1 Collector /Local Road 1700 40 3086 1666 1444 1.121 11 1 Collector/ Local Road 1700 40 3087 1444 1445 0.195 10 1 Collector/ Local Road 800 15 3088 1445 1444 0.195 10 1 Collector/ Local Road 800 15 3089 1245 1442 2.644 11 1 Minor Arterial 1200 40 3090 1442 1245 2.644 11 1 Minor Arterial 1200 40 3091 1218 1448 0.434 1 10 1 Collector /Local Road 1100 35 3092 1448 1218 0.434 10 1 Collector /Local Road 1100 35 3093 1445 1675 1.065 10 1 Collector / Local Road 800 15 3094 1675 1445 1.065 10 1 Collector / Local Road 800 15 3095 1671 1820 0.326 12 1 Major Arterial 1100 35 3096 1820 1671 0.326 12 1 Major Arterial 1100 35 3097 1672 1681 1.336 1 11 1 Minor Arterial 1700 40 3098 1681 1672 1.336 11 1 Minor Arterial 1700 40 3099 1452 1675 0.598 11 1 Collector /Local Road 1700 40 3100 1675 1452 0.598 11 1 Collector /Local Road 1700 40 3101 1453 1673 0.528 11 1 Collector /Local Road 1700 40 3102 1673 1453 0.528 11 1 Collector / Local Road 1700 40 3103 1674 1679 0.112 112 Minor Arterial 3300 45 3104 1679 1674 0.112 112 Minor Arterial 3300 45 3105 1454 1677 0.137 111 Major Arterial 1700 45 3106 1677 1454 0.137 111 Major Arterial 1700 45 3107 1455 1453 0.29 10 1 Collector /Local Road 800 15 3108 1455 1456 0.844 10 1 Collector /Local Road 800 15 3109 1456 1455 0.844 10 1 Collector /Local Road 800 15 3110 1452 1456 0.482 10 1 Collector /Local Road 800 15 3111 1456 1452 0.482 10 1 Collector/ Local Road 800 15 3112 1457 1678 0.099 11 1 Collector/ Local Road 1700 40 3113 1678 1457 0.099 11 1 Collector/ Local Road 1700 40 3114 1459 1676 0.705 12 1 Major Arterial 1700 35 3115 1676 1459 0.705 12 1 Major Arterial 1700 35 3116 1456 1458 0.22 10 1 Collector /Local Road 800 15 3117 1458 1456 0.22 10 1 Collector/ILocal Road 800 15 3118 1457 1460 0.467 11 1 Minor Arterial 1700 40 3119 1460 1457 0.467 11 1 Minor Arterial 1700 40 3120 1461 1679 0.382 12 2 Minor Arterial 2850 35 3121 1679 1461 0.382 1 12 2 Minor Arterial 2850 35 3122 11461 1462 0.342 10 1 Collector/ Local Road 800 15 3123 1462 1461 0.342 10 1 Collector/ Local Road 800 15 3124 1459 1464 1.148 12 1 Major Arterial 1700 35 3125 1464 1459 1.148 12 1 Major Arterial 1700 35 3126 1259 1465 1.075 12 1 Minor Arterial 1100 35 3127 1465 1259 1.075 12 1 Minor Arterial 1100 35 3128 11259 1467 1.533 12 1 Minor Arterial 1100 35 3129 1467 1259 1.533 12 1 Minor Arterial 1100 35 3130 1470 1684 1.95 11 1 Major Arterial 1200 45 3131 1684 1470 1.95 11 1 Major Arterial 1200 45 3132 1255 1700 0.78 11 1 Minor Arterial 1700 40 3133 1700 1255 0.78 11 1 Minor Arterial 1700 40 3134 1475 1693 1.57 11 2_ Major Arterial 3300 45 Page 55 of 91 Appendix C - Page 56 of 10.4

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow FFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes RoadwayType Rate (vehlhr) __FF_(ph 3135 1693 1475 1.57 11 2 Major Arterial 3300 45 3136 1689 1690 0.188 11 2 Major Arterial 3300 45 3137 1690 1689 0.188 11 2 Major Arterial 3300 45 3138 1245 1682 2.495 11 1 Major Arterial 1200 45 3139 1682 1245 2.495 11 1 Major Arterial 1200 45 3140 1270 1695 0.24 11 1 Major Arterial 1200 45 3141 1695 1270 0.24 11 1 Major Arterial 1200 45 3142 1477 1791 0.075 11 1 Minor Arterial 1200 40 3143 1791 1477 0.075 11 1 Minor Arterial 1200 40 3144 1485 1480 0.137 11 1 Minor Arterial 1700 40 3145 1485 1706 0.217 11 1 Minor Arterial 1700 40 3146 1706 1485 0.217 11 1 Minor Arterial 1700 40 3147 1482 1486 1.218 11 1 Minor Arterial 1700 40 3148 1486 1482 1.218 11 1 Minor Arterial 1700 40 3149 1482 1708 4.815 11 1 Minor Arterial 1200 40 3150 1708 1482 4.815 11 1 Minor Arterial 1200 40 3151 1710 1713 0.636 11 1 Major Arterial 1200 45 3152 1713 1710 0.636 11 1 Major Arterial 1200 45 3153 1711 1713 0.191 11 1 Minor Arterial 1700 40 3154 1713 1711 0.191 11 1 Minor Arterial 1700 40 3155 1708 1715 3.884 11 1 Minor Arterial 1200 40 3156 1715 1708 3.884 11 1 Minor Arterial 1200 40 3157 1319 1714 0.287 11 1 Major Arterial 1200 45 3158 1714 1319 0.287 11 1 Major Arterial 1200 45 3159 1493 1852 0.623 10 1 Collector/ Local Road 800 15 3160 1852 1493 0.623 10 1 Collector/ Local Road 800 15 3161 1493 1715 0.978 11 1 Minor Arterial 1200 40 3162 1715 1493 0.978 11 1 Minor Arterial 1200 40 3163 1493 1720 1.326 11 1 Minor Arterial 1200 40 3164 1720 1493 1.326 11 1 Minor Arterial 1200 40 3165 1497 1725 1.664 11 1 Major Arterial 1700 45 3166 1725 1497 1.664 11 1 Major Arterial 1700 45 3167 1331 1727 1.344 11 1 Major Arterial 1200 45 3168 1727 1331 1.344 11 1 Major Arterial 1200 45 3169 1506 1504 0.595 11 1 Ramp 1500 55 3170 808 825 0.508 12 2 Freeway 4100 60 3171 848 845 0.627 12 2 Freeway 4100 65 3172 861 701 0.167 12 2 Freeway 4100 65 3173 884 1509 0.572 11 3 Ramp 4500 55 3174 1510 895 0.52 11 1 Ramp 1500 55 3175 1510 862 0.893 12 2 Freeway 4100 65 3176 686 891 0.87 11 2 Major Arterial 3300 45 3177 961 975 1.349 12 2 Freeway 4100 65 3178 1826 1099 0.334 12 2 Freeway 4100 65 3179 1528 2458 0.228 12 2 Freeway 4100 65 3180 1338 1341 0.288 12 2 Freeway 4100 65 3181 1771 764 0.305 11 1 Major Arterial 1200 45 3182 1351 1352 0.517 11 1 Major Arterial 1200 45 3183 1352 1351 0.517 11 1 Major Arterial 1200 45 3184 1352 1534 0.178 11 1 Major Arterial 1700 45 3185 1534 1352 0.178 11 1 Major Arterial 1700 45 3186 776 1354 0.654 11 1 Minor Arterial 1700 40 3187 1354 776 0.654 11 1 Minor Arterial 1700 40 3188 820 826 0,165 11 1 Major Arterial 1700 45 3189 826 820 0.165 11 1 Major Arterial 1700 45 3190 1350 1735 3.254 11 1 Major Arterial 1300 55 3191 1735 1350 31254 11 1 Major Arterial 1300 55 Page 56 of 91 Appendix C - Page 57 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#-od -Nce Length Lane Number of Roda ye Saturation Flow F(mh Link#

UNod D-ode (ml) Width (ft Lanes Roda ye Rate (.vehlhr) FF(mh 3192 81 1359 0.923 11 1 Major Arterial 1200 40 3193 1359 81 0.923 11 1 Major Arterial 1200 40 3194 1361 1735 1.925 11 1 Major Arterial 1300 55 3195 1735 1361 1.925 11 1 Major Arterial 1300 55 3196 899 2428 0.481 11 1 Minor Arterial 1700 40 3197 2428 899 0.481 11 1 Minor Arterial 1700 40 3198 911 916 0.161 11 2 Major Arterial 3300 45 3199 916 911 0.161 11 2 Major Arterial 3300 45 3200 880 931. 1.222 11 2 Minor Arterial 3300 40 3201 931 880 1.222 11 2 Minor Arterial 3300 40 3202 1368 1538 0.292 11 2 Major Arterial 3300 45 3203 1538 1368 0.292 11 2 Major Arterial 3300 45 3204 915 1365 1.218 11 1 Collector /Local Road 1700 40 3205 1365 915 1.218 11 1 Collector /Local Road 1700 40 3206 1542 1543 0.222 11 2 Major Arterial 3300 45 3207 1543 1542 0.222 111 2 Major Arterial 3300 45 _

3208 955 1379 0.232 11 2 Major Arterial 3300 45 3209 1379 955 0.232 11 2 Major Arterial 3300 45 3210 970 1377 0.272 111Major Arterial 1700 45 3211 1377 970 0.272 111Major Arterial 1700 45 3212 979 1548 0.359 111Principal Arterial 1700 45 _

3213 1548 979 0.359 111Principal Arterial 1700 45 _

3214 1387 1555 0.246 12 2 Major Arterial 2850 35 3215 1555 1387 0.246 12 2 Major Arterial 2850 35 3216 977 1390 0.838 1 11 1 Minor Arterial 1700 40 3217 1390 977 0.838 11 1 Minor Arterial 1700 40 3218 1555 1562 0.314 11 1 Major Arterial 1700 45 3219 1562 1555 0.314 11 1 Major Arterial 1700 45 3220 1394 1550 1.872 11 1 Minor Arterial 1700 40 3221 1550 1394 1.872 11 1 Minor Arterial 1700 40 3222 1556 1559 0.298 11 1 Minor Arterial 1700 40 3223 11559 1556 0.298 11 1 Minor Arterial 1700 40 3224 1559 1562 0.252 11 1 Minor Arterial 1700 40 3225 1562 1559 0.252 11 1 Minor Arterial 1700 40 _

3226 1396 1570 0.235 11 1 Minor Arterial 1700 40 3227 1570 1396 0.235 11 1 Minor Arterial 1700 40 3228 993 1017 0.578 11 1 Minor Arterial 1700 40 3229 1017 993 0.578 11 1 Minor Arterial 1700 40 3230 1045 1570 0.385 11 1 minor Arterial 1700 40 3231 1570 1045 0.385 11 1 Minor Arterial 1700 40 3232 .1396 1576 1.488 11 1 Minor Arterial 1700 40 3233 11576 1396 1.488 11 1 Minor Arterial 1700 40 3234 1402 1580 0.747 11 1 Minor Arterial 1700 40 3235 1580 1402 0.747 11 1 Minor Arterial 1700 40 3236 1073 1586 0.828 11 1 Minor Arterial 1700 40 3237 1586 1073 0.828 11 1 Minor Arterial 1700 40 3238 1581 1607 0.592 12 2 Major Arterial 2850 35 3239 1607 1581 0.592 12 2 Major Arterial 2850 35 3240 1405 1604 1.868 11 1 Major Arterial 1700 45 3241 1604 1405 1.868 11 1 Major Arterial 1700 45 3242 1013 1596 1.206 11 1 Minor Arterial 1200 40 3243 1596 1013 1.206 1 11 1 Minor Arterial 1200 40 3244 1597 1598 1.357 11 1 Minor Arterial 1700 40 3245 1598 1597 1.357 11 1 Minor Arterial 1700 40 3246 1575 1603 2.14 11 1 Minor Arterial 1700 40 3247 1603 11575 2.14 11 1 Minor Arterial 1700 40 3248 1598 11602 11.973 1 11 2 Minor Arterial 3300 40 Page 57 of 91 Appendix C - Page 58 of 104

Appendix C Three Mile Island NGS Mle AppedixThre Network Data Table IlandNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

_______(mi) Width (ft) Lanes Rate_____ ________

3249 1602 1598 1.973 11 2 Minor Arterial 3300 40 3250 1599 1595 0.3 11 1 Principal Arterial 1700 45 3251 1091 1606 0.629 11 1 Minor Arterial 1700 40 3252 1606 1091 0.629 11 1 Minor Arterial 1700 40 3253 1105 1612 1.006 11 1 Minor Arterial 1700 40 3254 1612 1105 1.006 11 1 Minor Arterial 1700 40 3255 1412 1617 0.148 12 1 Major Arterial 1700 35 3256 1617 1412 0.148 12 1 Major Arterial 1700 35 3257 1415 1619 3.007 11 1 Major Arterial 1700 45 3258 1619 1415 3.007 11 1 Major Arterial 1700 45 3259 1142 1614 0.88 11 2 Collector /Local Road 3300 40 3260 1614 1142 0.88 11 2 Collector! Local Road 3300 40 3261 1106 1623 1.144 11 1 Principal Arterial 1700 45 3262 1623 1106 1.144 11 1 Principal Arterial 1700 45 3263 1618 1621 0.974 11 1 Major Arterial 1700 50 3264 1621 1618 0.974 11 1 Major Arterial 1700 50 3265 1426 1616 0.904 12 1 Major Arterial 1700 25 3266 1616 1426 0.904 12 1 Major Arterial ___1700 25 3267 1114 1628 1.307 11 2 Principal Arterial 3400 45 3268 1628 1114 1.307 11 2 Principal Arterial 3400 45 3269 1144 1147 0.105 11 2 Principal Arterial 3400 45 3270 1147 1144 0.105 11 2 Principal Arterial ___3400 45 _

3271 1130 1641 1.084 11 1 Minor Arterial 1700 40 3272 1641 1130 1.084 11 1 Minor Arterial 1700 40 3273 1601 1639 2.387 11 1 Minor Arterial 1700 40 3274 1639 1601 2.387 11 1 Minor Arterial 1700 40 _

3275 1624 1637 2.237 11 1 Minor Arterial 1700 40 3276 1637 1624 2.237 11 1 Minor Arterial 1700 40 3277 11410 1637 2.956 11 1 Minor Arterial 1700 40 3278 1637 1410 2.956 11 1 Minor Arterial 1700 40 3279 1434 1639 0.728 11 1 Minor Arterial 1700 40 3280 1639 1434 0.728 11 1 Minor Arterial 1700 40 3281 1639 1656 2.876 11 1 Minor Arterial 1700 40 3282 1656 1639 2.876 11 1 Minor Arterial 1700 40 3283 1417 1443 3.482 11 1 Minor Arterial 1700 40 3284 1443 1417 3.482 11 1 Minor Arterial 1700 40 3285 1192 1662 0.675 11 1 Minor Arterial 1700 40 3286 1662 1192 0.675 11 1 Minor Arterial 1700 40 3287 1172 1441 4.006 11 1 Minor Arterial 1200 40 3288 1441 1172 4.006 11 1 Minor Arterial 1200 40 3289 1442 1639 1.49 11 1 Minor Arterial 1700 40 _

3290 1639 1442 1.49 11 1 Minor Arterial 1700 40 3291 1213 1444 1.72 11 1 Collector/ Local Road 1700 40 _

3292 1444 1213 1.72 11 1 Collector/ Local Road 1700 40 _

3293 1654 1666 1.811 11 1 Minor Arterial 1700 40 3294 1666 1654 1.811 _ 11 1 Minor Arterial 1700 40 _

3295 1501 1668 0.284 11 1 Minor Arterial 1700 40 3296 1668 1501 0.284 11 1 Minor Arterial 1700 40 3297 1447 1667 2.65 11 1 Major Arterial 1200 45 3298 1667 1447 2.65 11 1 Major Arterial 1200 45 3299 1454 1668 1.617 11 1 Minor Arterial 1700 40 3300 1668 1454 1.617 11 1 Minor Arterial 1700 40 3301 1450 1670 2.298 11 1 Major Arterial 1200 45 3302 1670 1450 2.298 11 1 Major Arterial 1200 45 3303 1448 1671 0.576 10 1 Collector/ Local Road 1100 35 3304 1671 1448 0.576 10 1 Collector/ Local Road 1100 35 3305 1211 11674 1.282 11 2 Minor Arterial 3300 45 Page 58 of 91 Appendix C - Page 59 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod 0-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)__S(mh 3306 1674 1211 1.282 11 2 Minor Arterial 3300 45 3307 1245 1450 4.261 11 1 Major Arterial 1200 45 3308 1450 1245 4.261 11 1 Major Arterial 1200 45 3309 1648 1676 2.555 11 1 Major Arterial 1700 45 3310 1676 1648 2.555 11 1 Major Arterial 1700 45 3311 1452 1673 0.59 11 1 Collector /Local Road 1700 40 3312 1673 1452 0.59 11 1 Collector /Local Road 1700 40 3313 1240 1676 1.211 1 11 1 Minor Arterial 1700 45 3314 1676 1240 1.211 11 1 Minor Arterial 1700 45 3315 1453 1459 0.355 11 1 Collector/ Local Road 1700 40 3316 1459 1453 0.355 11 1 Collector/ Local Road 1700 40 3317 1460 1678 0.483 11 1 Major Arterial 1700 45 3318 1678 1460 0.483 11 1 Major Arterial 1700 45 3319 1464 1680 0.687 1 11 1 Minor Arterial 1700 40 3320 1680 1464 0.687 11 1 Minor Arterial 1700 40 3321 1254 1252 0.518 12 2 Freeway 4100 60 3322 1688 1254 0.441 12 2 Freeway 4100 60 3323 1681 1778 3.259 11 1 1 Collector/ Local Road 1700 40 3324 1778 1681 3.259 11 1 Collector/ Local Road 1700 40 3325 1260 1464 0.479 11 1 Major Arterial 1700 45 3326 1464 1260 0.479 11 1 Major Arterial 1700 45 3327 1466 1684 0.694 11 1 Major Arterial 1700 45 3328 1684 1466 0.694 11__ 1 Major Arterial 1700 45 3329 1468 1685 0.408 11 1 Major Arterial 1700 45 3330 1685 1468 0.408 11 1 Major Arterial 1700 45 3331 1697 1843 0.23 12 2 Freeway 4100 60 3332 1478 1698 0.595 11 1 Minor Arterial 1700 40 3333 11698 1478 0.595 11 1 Minor Arterial 1700 40 3334 1476 1478 0.178 11 1 MajorArterial 1700 45 3335 1478 1476 0.178 11 1 Major Arterial 1700 45 3336 1478 1702 0.321 11 1 Major Arterial 1700 45 3337 1702 1478 0.321 11 1 Major Arterial 1700 45 3338 1481 1702 0.203 11 1 Major Arterial 1200 45 3339 1702 1481 0.203 11 1 Major Arterial 1200 45 3340 1481 1490 0.835 11 1 Major Arterial 1700 45 3341 1490 1481 0.835 11 1 Major Arterial 1700 45 3342 1503 1716 0.761 11 1 Collector / Local Road 1200 40 3343 1716 1503 0.761 11 1 Collector/ Local Road 1200 40 3344 1494 2293 0.036 11 1 Minor Arterial 1700 40 3345 2293 1494 0.036 1 11 1 Minor Arterial 1700 40 3346 1724 2467 3.17 11 1 Minor Arterial 1200 40 3347 2467 1724 3.17 11 1 Minor Arterial 1200 40 3348 1723 2442 0.158 11 1 Minor Arterial 1700 45 3349 2442 1723 0.158 11 1 Minor Arterial 1700 45 3350 1721 1723 1.054 12 1 Minor Arterial 1700 35 3351 1723 1721 1.054 12 1 Minor Arterial 1700 35 3352 1724 1726 2.857 11 1 Major Arterial 1200 45 3353 1726 1724 2.857 11 1 Major Arterial 1200 45 3354 1499 1727 1.019 11 1 Major Arterial 1200 45 3355 1727 1499 1.019 11 1 Major Arterial 1200 45 3356 899 1737 0.598 11 1 Principal Arterial 1700 45 3357 1737 899 0.598 11 1 Principal Arterial 1700 45 3358 849 839 0.382 12 1 Ramp 1500 35 3359 1745 979 0.411 11 2 Principal Arterial 3400 45 3360 1468 1689 0.431 11 1 Major Arterial 1700 45 3361 1689 1468 0.431 11 1 Ma ,jorArterial 1700 45 3362 1293 1479 1.059 11 1 Minor Arterial 1700 40 Page 59 of 91 Appendix C - Page 60 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway 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 3363 1479 1293 1.059 11 1 Minor Arterial 1700 40 3364 1692 1749 0.512 11 2 Principal Arterial 3400 45 3365 1749 1692 0.512 11 2 Principal Arterial 3400 45 3366 1690 1749 0.392 11 2 Principal Arterial 3400 45 3367 1749 1690 0.392 11 2 Principal Arterial 3400 45 3368 1479 1749 0.459 11 2 Principal Arterial 3400 45 3369 1749 1479 0.459 11 2 Principal Arterial 3400 45 3370 1463 1749 0.267 11 2 Principal Arterial 3400 45 3371 1749 1463 0.267 11 2 Principal Arterial 3400 45 3372 1719 1750 0.448 11 1 Minor Arterial 1200 40 3373 1750 1719 0.448 11 1 Minor Arterial 1200 40 3374 1717 1719 0.892 12 1 Major Arterial 1100 35 3375 1719 1717 0.892 12 1 Major Arterial 1100 35 3376 11322 1721 0.92 11 1 Major Arterial 1700 45 3377 1721 1322 0.92 11 1 Major Arterial 1700 45 3378 1691 1768 1.596 11 1 Major Arterial 1200 45 3379 1768 1691 1.596 11 1 Major Arterial 1200 45 3380 1757 1297 0.481 12 2 Freeway 4100 65 3381 1761 1736 1.04 12 2 Freeway 4100 60 3382 1730 1765 0.808 11 1 Majo rArterial 1700 45 3383 1765 1730 0.808 11 1 Major Arterial 1700 45 3384 1731 1765 0.227 11 1 Major Arterial 1700 45 3385 1765 1731 0.227 11 1 Major Arterial 1700 45 3386 1686 1694 0.775 11 1 Major Arterial 1700 45 3387 1694 1686 0.775 11 1 Maor Arterial 1700 45 _

3388 1473 1698 0.941 10 1 Collector / Local Road 800 15 3389 1698 1473 0.941 10 1 Collector / Local Road 800 15 3390 1347 1350 1.458 11 1 Major Arterial 1200 45 3391 1350 1347 1.458 11 1 Major Arterial 1200 45 3392 1658 1669 1.211 11 1 Principal Arterial 1600 45 3393 1669 1658 1.211 11 1 Principal Arterial 1600 45 3394 1646 1436 0.326 10 1 Collector / Local Road 1700 25 3395 1499 1718 5.59 11 1 Major Arterial 1200 45 3396 1718 1499 5.59 11 1 Major Arterial 1200 45 3397 1009 1007 0.074 11 2 Minor Arterial 3300 40 3398 1726 1838 1.084 11 1 Major Arterial 1200 45 3399 1838 1726 1.084 11 1 Major Arterial 1200 45 3400 1576 1586 0.643 11 1 Minor Arterial 1700 40 3401 1586 1576 0.643 11 1__ Minor Arterial 1700 40 3402 1107 1616 0.706 11 1 MinorArterial 1700 40 3403 1616 1107 0.706 11 1__ Minor Arterial 1700 40 3404 954 1387 0.622 11 1 Major Arterial 1700 45 3405 1387 954 0.622 11 -1 - Major Arterial 1700 45 3406 1005 1343 0.125 11 2 Minor Arterial 3300 40 3407 985 1551 0.3 11 2 Minor Arterial 3300 40 3408 1551 985 0.3 11 2 Minor Arterial 3300 40 3409 1107 1421 1.153 11 1 Minor Arterial 1700 40 3410 1421 1107 1.153 11 1 Minor Arterial 1700 40 3411 1107 1594 1.625 11 1 Minor Arterial 1700 40 3412 1594 1107 1.625 11 1 Minor Arterial 1700 40 3413 1517 1072 0.477 12 1 Ramp 1500 35 3414 975 708 2.834 1 12 2 Freeway 4100 65 3415 707 976 2.87 12 2 Freeway 4100 65 3416 929 1538 0.18 11 2 Minor Arterial 3300 40 3417 1538 929 0.18 11 2 Minor Arterial 3300 40 3418 11556 1570 0.376 11 1 Minor Arterial 1700 40 3419 11570 1556 0.376 11 1 Minor Arterial 1700 40 Page 60 of 91 Appendix C- Page 61 of 104

Appendix C Three Mile Island NGS AppedixThreIlandNGSRoadway Network Mle Data Table Lik#

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

U-ode -Nod Jl! Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 3420 1390 1396 0.5 11 1 Minor Arterial 1700 40 _

3421 1396 1578 0.264 11 1 Minor Arterial 1700 40 3422 1578 1396 0.264 11 1 Minor Arterial 1700 40 3423 1016 1585 2.42 11 1 Minor Arterial 1700 40 3424 1585 1016 2.42 11 1 Minor Arterial 1700 40 _

3425 1587 1594 0.675 11 1 Minor Arterial 1700 40 _

3426 1594 1587 0.675 11 1 Minor Arterial 1700 40 3427 1581 1583 0.234 1 11 2 Minor Arterial 3300 40 3428 1583 1581 0.234 11 2 Minor Arterial 3300 40 3429 1431 1619 1.464 11 1 Collector /Local Road 1700 40 3430 1619 1431 1.464 11 1 Collector /Local Road 1700 40 3431 1189 1218 0.498 10 1 Collector/ Local Road 1100 25 3432 1218 1189 0.498 10 1 Collector/ Local Road 1100 25 3433 910 1542 1.144 1 11 1 Minor Arterial 1700 40 3434 1542 910 1.144 11 1 Minor Arterial 1700 40 3435 974 977 0.377 11 1 Collector / Local Road 1700 40 3436 977 974 0.377 11 1 Collector / Local Road 1700 40 3437 969 1376 0.263 11 1 Major Arterial 1700 45 3438 1376 969 0.263 11 1 Major Arterial 1700 45 3439 1376 1386 0.34 11 1 Minor Arterial 1700 40 3440 1386 1376 0.34 11 1 Minor Arterial ___1700 40 3441 1479 1707 0.344 11 2 Principal Arterial 3400 45 3442 1707 1479 0.344 11 2 Principal Arterial 3400 45 3443 1260 1733 0.234 11 2 Major Arterial 3300 45 3444 1733 1260 0.234 11 2 Major Arterial 3300 45 3445 1386 1543 1.056 1 11 2 Minor Arterial 3300 40 3446 1543 1386 1.056 11 2 Minor Arterial 3300 40 3447 1349 1351 0.758 11 1 Major Arterial 1700 45 3448 1351 1349 0.758 11 1 Major Arterial 1700 45 3449 1382 1560 1 10 1 Collector / Local Road 800 15 3450 1560 1382 1 10 1 Collector / Local Road 800 15 3451 1419 1648 1.363 11 1 Minor Arterial 1700 40 3452 1648 1419 1.363 11 1 Minor Arterial 1700 40 3453 1417 1419 0.849 11 1 Major Arterial 1700 45 3454 1419 1417 0.849 11 1 Major Arterial 1700 45 3455 759 1507 0.577 12 2 Freeway 4100 60 3456 765 685 1.159 12 2 Freeway 4100 60 3457 982 1385 0.835 11 1 Principal Arterial 1700 45 3458 11385 982 0.835 11 1 Principal Arterial 1700 45 3459 1591 1615 1.499 11 1 _ Minor Arterial 1700 40 3460 1615 1591 1.499 11 1 Minor Arterial 1700 40 3461 1624 1656 2.027 11 1 Minor Arterial 1700 40 3462 1656 1624 2.027 11 1 Minor Arterial 1700 40 3463 1695 1783 0.763 11 1 Major Arterial 1700 45 3464 1783 1695 0.763 11 1 Major Arterial 1700 45 3465 1411 1782 0.195 11 1 Collector/ Local Road 1700 40 3466 1782 1411 0.195 11 1 Collector/Local Road 1700 40 3467 1411 1418 0.609 11 1 Collector /Local Road 1700 40 3468 1418 1411 0.609 11 1 Collector/ Local Road 1700 40 3469 11832 1432 0.584 12 1 Minor Arterial 1700 35 3470 1432 1182 0.584 12 1 Minor Arterial 1700 35 3471 1746 1782 0.381 11 1 Collector/ Local Road 1700 40 3472 1782 1746 0.381 11 1 Collector /Local Road 1700 40 3473 937 1373 0.649 11 1 Principal Arterial 1700 45 3474 1373 937 0.649 11 1 Principal Arterial 1700 45 3475 1158 1650 0.861 11 2 Minor Arterial 3300 45 3476 1650 1158 0.861 11 2 Minor Arterial 3300 45 Page 61 of 91 Appendix C - Page 62 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

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

3477 1625 1643 1.279 11 1 Minor Arterial 1200 40 3478 1643 1625 1.279 11 1 Minor Arterial 1200 40 3479 1480 1791 0.251 11 1 Minor Arterial 1700 40 3480 1791 1480 0.251 11 1 Minor Arterial 1700 40 3481 1685 1691 1.489 11 1 Major Arterial 1200 45 3482 1691 1685 1.489 11 1 Major Arterial 1200 45 3483 1705 1756 0.69 11 1 Major Arterial 1700 45 3484 1756 1705 0.69 1 11 1 Major Arterial 1700 45 3485 1314 1705 0.395 11 1 Major Arterial 1700 45 3486 1705 1314 0.395 11 1 Major Arterial 1700 45 3487 1308 1718 1.679 11 1 Minor Arterial 1200 40 3488 1718 1308 1.679 11 1 Minor Arterial 1200 40 3489 1142 1646 0.449 11 1 Collector /Local Road 1700 40 3490 1646 1142 0,449 11 1 Collector /Local Road 1700 40 3491 1433 1641 0.413 12 1 Minor Arterial 1700 35 3492 1641 1433 0.413 12 1 Minor Arterial 1700 35 3493 1793 1845 0.562 11 2 Major Arterial 3300 45 3494 1682 1704 1.865 11 1 Minor Arterial 1200 40 3495 1704 1682 1.865 11 1 Minor Arterial 1200 40 3496 1765 2466 0.85 11 1 Major Arterial 1700 45 3497 2466 1765 0.85 11 1 Mjr Arterial 1700 45 3498 1728 1800 0.862 11 1 Major Arterial 1700 45 3499 1800 1728 0.862 11 1 Major Arterial 1700 45 3500 1731 1758 1.374 11 1 Major Arterial 1700 45 3501 1758 1731 1.374 11 1 Major Arterial 1700 45 3502 1666 1673 1.512 11 1 Collector/ Local Road 1700 40 3503 1673 1666 1.512 11 1 Collector/ Local Road 1700 40 3504 790 1351 0.832 11 1 Minor Arterial 1700 40 3505 1351 790 0.832 11 1 Minor Arterial 1700 40 3506 1397 1582 0.224 11 2 Minor Arterial 3300 40 3507 1582 1397 0.224 11 2 Minor Arterial 3300 40 3508 1819 1814 0.47 12 1 Ramp 1500 5 3509 1409 1618 0.62 11 2 Principal Arterial 3400 45 3510 1618 1409 0.62 11 2 Principal Arterial 3400 45

• 3511 1816 1818 0.499 12 2 Freeway 4100 60 3512 1400 1409 0.733 10 1 Collector/ Local Road 800 15 3513 1409 1400 0.733 10 1 Collector/ Local Road 800 15 3514 1422 1633 0.936 11 1 Major Arterial 1700 45 3515 1633 1422 0.936 11 1 Major Arterial ___1700 45 3516 1430 1645 0.429 11 1 Minor Arterial ___1700 40 3517 1645 1430 0.429 11 1 Minor Arterial 1700 40 3518 1429 1437 0.685 11 1 Minor Arterial 1700 40 3519 1437 1429 0.685 11 1 Minor Arterial 1700 40 3520 1425 1429 0.551 1 11 1 Minor Arterial 1700 40 3521 1429 1425 0.551 11 1 MinorArterial 1700 40 3522 1729 1767 3.755 11 1 Major Arterial 1200 45 3523 1767 1729 3.755 11 1__ Major Arterial 1200 45 3524 1461 1466 0.652 12 2 Minor Arterial 2850 35 3525 1466 1461 0.652 12 2 Minor Arterial 2850 35 3526 1188 1192 0.039 11 1 Minor Arterial 1700 40 3527 1192 1188 0.039 11 1 Minor Arterial 1700 40 3528 2417 1688 0.537 11 1 Ramp 1500 55 3529 1701 1751 1.473 11 1 Minor Arterial 1200 40 3530 1751 1701 1.473 11 1 Minor Arterial1204 3531 1500 1767 1.77 11 -1 Minor Arterial1204 3532 1767 1500 1.77 11 1 Minor Arterial1204 3533 1823 1688 0.328 12 2 Freeway 4100 6 Page 62 of 91 Appendix C - Page 63 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle Data Table IlandNGSRoadway Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda yo Rate (veh/hr) FS(mh 3534 1253 1697 0.695 12 2 Freeway 4100 60 _

3535 1195 1197 0.364 12 2 Freeway 4100 65 _

3536 1203 1740 9.569 12 2 Freeway 4100 65 3537 1278 1195 9.429 12 2 Freeway 4100 65 3538 1740 1824 0.165 12 2 Freeway 4100 65 _

353-9 1844 1278 0.23 12 2 Freeway 4100 65 3540 1727 1767 5 11 1 Major Arterial 1200 45 3541 1767 1727 5 1 11 1 Major Arterial 1200 45 3542 1109 709 0.156 12 2 Freeway 4100 65 3543 1527 1131 0.831 12 2 Freeway 4100 65 3544 703 1527 1.115 12 2 Freeway 4100 55 3545 1154 1145 0.803 12 2 Freeway 4100 60 3546 1160 1739 1.735 12 2 Freeway 4100 60 3547 1524 1149 1.969 12 2 Freeway 4100 60 3548 712 1160 0.168 12 2 Freeway 4100 60 3549 1687 1716 5.695 11 1 Major Arterial 1200 45 3550 1716 1687 5.695 11 1 Major Arterial 1200 45 3551 1498 1499 2.953 11 1 Minor Arterial 1200 40 3552 11499 1498 2.953 11 1 Minor Arterial 1200 40 3553 1610 2468 1.483 11 1 Minor Arterial 1200 40 3554 2468 1610 1.483 11 1 Minor Arterial 1200 40 3555 1258 1460 0.79 11 1 Major Arterial 1700 45 3556 1460 1258 0.79 11 1 Major Arterial 1700 45 3557 1677 1678 0.291 11 1 Major Arterial 1700 45 3558 1678 1677 0.291 11 1 Major Arterial 1700 45 3559 1454 1457 0.327 11 1 Minor Arterial 1700 40 3560 1457 1454 0.327 11 1 Minor Arterial 1700 40 3561 1454 1755 1.505 11 1 Major Arterial 1700 45 3562 1755 1454 1.505 11 1 Major Arterial 1700 45 3563 979 1827 0.154 1 11 2 Principal Arterial 3400 45 3564 1661 1437 0.295 12 1 Ramp 1500 35 3565 1634 1640 1.643 11 2 Principal Arterial 3400 45 3566 1640 1634 1.643 11 2 Principal Arterial 3400 45 3567 1640 1427 0.694 11 2 Principal Arterial 3400 45 3568 1427 1628 0.767 11 2 Principal Arterial 3400 45 3569 1403 1595 0.95 11 1 Principal Arterial 1700 45 3570 1595 1403 0.95 11 1 Principal Arterial 1700 45 3571 939 1506 1.102 12 2 Freeway 4100 65 3572 1505 1741 0.626 12 2 Freeway 4100 65 3573 933 939 0.574 12 2 Freeway 4100 65 3574 1805 1808 0.591 12 2 Freeway 4100 65 3575 1812 1809 0.557 12 2 Freeway 4100 65 3576 1141 1525 0.239 12 2 Freeway 4100 65 3577 1833 2457 0.299 12 2 Freeway 4100 65 3578 1291 1275 1.799 12 2 Freeway 4100 65 3579 1271 1289 1.972 1 12 2 Freeway 4100 65 3580 1303 1301 0.339 12 2 Freeway 4100 65 3581 1299 1291 0.323 12 2 Freeway 4100 65 3582 1748 1757 0.178 12 2 Freeway 4100 65 3583 1301 1299 0.608 12 2 Freeway 4100 65 3584 1300 1311 1.275 12 2 Freeway 4100 65 3585 1840 1316 0.376 12 2 Freeway 4100 65 3586 1297 1300 0.363 12 2 1 Freeway 4100 65 3587 1332 1329 0.326 12 2 Freeway 4100 65 3588 1342 1334 0.375 1 12 2 Freeway 4100 65 3589 850 1743 0.755 12 2 Freeway 4100 65 3590 1 877 855 0.279 11 2 Principal Arterial 3400 45 Page 63 of 91 Appendix C - Page 64 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle Data Table IlandNGSRoadway Lik#

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

-oe #DNd m) Wdth (ft) Lanes Roda ye Rate (vehlhr) ____

3591 858 875 0.237 11 2 Principal Arterial 3400 45 3592 1636 1164 0.643 12 2Freeway 4100 60 3593 713 1154 0.196 12 2 Freeway 4100 60 3594 1204 1203 0.207 12 2 Freeway 4100 65 3595 1595 1103 0.321 11 1 Principal Arterial 1700 45 3596 1600 1599 0.059 11 1 Principal Arterial 1700 45 3597 1599 1086 0.411 11 1 Minor Arterial 1700 40 3598 1086 1785 0.365 11 1 Minor Arterial 1700 40 3599 1120 1116 0.108 12 2 Freeway 4100 65 3600 1115 1411 0.237 11 1 Collector /Local Road 1700 40 3601 1411 1115 0.237 11 1 Collector /Local Road 1700 40 3602 1738 1526 0.124 12 2 Freeway 4100 65 3603 1523 1123 0.553 12 2 Freeway 4100 65 3604 1116 1109 0.266 12 2 Freeway 4100 65 3605 1129 1122 0.118 12 2 Freeway 4100 65 3606 981 997 0.65 11 2 Major Arterial 3300 45 3607 989 983 0.364 11 2 Major Arterial 3300 45 3608 999 994 0.334 11 2 Principal Arterial 3400 45 3609 988 996 0.472 11 2 Principal Arterial 3400 45 3610 994 987 0.311 11 2 Principal Arterial 3400 45 3611 997 990 0.336 11 2 Major Arterial 3300 45 3612 780 785 0.184 11 2 Major Arterial 3300 45 3613 700 732 0.527 12 2 Freeway 4100 65 3614 743 758 0,628 12 2 Freeway 4100 65 3615 911 907 0.595 11 2 Major Arterial 3300 45 3616 881 911 0.993 11 2 Major Arterial 3300 45 3617 996 1018 1.708 11 2 Principal Arterial 3400 45 3618 1026 999 1.707 11 2 Principal Arterial 3400 45 3619 1018 1030 2.177 11 2 Principal Arterial 3400 45 3620 741 739 0.116 11 2 Major Arterial 3300 45 3621 818 816 0.209 12 2 Freeway 4100 65 3622 794 1508 0.427 12 2 Freeway 4100 65 3623 1243 1846 0.514 12 2 Freeway 4100 65 3624 710 1825 0,401 12 2 Freeway 4100 65 3625 1087 1826 0.114 12 2 Freeway 4100 65 3626 1825 1079 0.231 12 2 Freeway 4100 65 3627 704 1057 0.274 12 2 Freeway 4100 65 3628 1054 1050 0.256 12 2 Freeway 4100 65 3629 1511 1772 1.678 12 2 Freeway 4100 65 3630 1514 1071 0.75 12 2 Freeway 4100 65 3631 1093 716 0.873 12 2 Freeway 4100 55 3632 1515 1516 1.049 12 2 Freeway 4100 55 3633 1061 1773 0.499 12 2 Freeway 4100 55 3634 1096 1067 0.518 11 2 Minor Arterial 3300 40 3635 885 696 0.837 12 2 Freeway 4100 65 3636 1276 1277 1.316 12 2 Freeway 4100 65 3637 1281 1284 2.129 12 2 Freeway 4100 65 3638 694 888 0.906 12 2 Freeway 4100 65 3639 869 885 0.592 12 2 Freeway 4100 65 3640 867 861 0.292 12 2 Freeway 4100 65 3641 702 869 0.385 12 2 Freeway 4100 65 3642 1200 1175 1.317 12 2 Freeway 4100 65 3643 719 1209 0.884 12 2 Freeway 4100 65 3644 1206 1853 1.952 12 2 Freeway 4100 65 3645 962 966 0.861 11 2 Minor Arterial 3300 40 3646 1222 1229 0.813 12 2 Freeway 4100 65 3647 11216 1219 0.253 12 2 Freeway 4100 65 Page 64 of 91 Appendix C - Page 65 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ ______ (mi) Width (ft) Lanes Rate_____ ________

3648 1219 1223 0.267 11 2 Major Arterial 3300 45 3649 1231 1226 0.386 11 2 Major Arterial 3300 45 3650 1230 1240 0.418 11 2 Minor Arterial 3300 40 3651 1240 1230 0.418 11 1 Minor Arterial 1700 40 3652 976 958 1.399 12 2 Freeway 4100 65 3653 930 924 0.12 12 2 Freeway 4100 65 3654 1468 1705 1.895 11 1 Major Arterial 1700 45 3655 1705 1468 1.895 1 11 1 Major Arterial 1700 45 3656 973 962 0.281 11 2 Minor Arterial 3300 40 3657 963 971 0.255 11 2 Minor Arterial 3300 40 3658 1734 1778 1.34 11 2 Major Arterial 3300 45 3659 1778 1734 1.34 11 2 Major Arterial 3300 45 3660 1262 1848 0.162 1 10 2 Collector / Local Road 1600 15 3661 1264 1828 0.885 10 2 Collector/lLocal Road 1600 15 3662 883 693 0.855 11 2 Major Arterial 3300 45 3663 829 799 0.543 12 2 Freeway 4100 60 3664 1051 1578 0.095 11 2 Minor Arterial 3300 40 3665 1578 1051 0.095 11 2 Minor Arterial 3300 40 3666 1057 1069 0.168 1 12 2 Freeway 4100 65 3667 1082 1054 0.209 12 2 Freeway 4100 65 3668 1047 1587 0.18 11 1 Minor Arterial 1700 40 3669 1587 1047 0.18 11 1 Minor Arterial 1700 40 3670 1224 1220 0.623 12 2 Freeway 4100 65 3671 1221 1217 0.351 12 2 Freeway 4100 65 3672 1220 1225 0.277 1 12 2 Freeway 4100 65 3673 1228 1221 0.237 12 2 Freeway 4100 65 3674 945 952 0.153 11 2 Minor Arterial 3300 40 3675 954 950 0.121 11 1 Major Arterial 1700 45 3676 1212 1829 4.481 11 2 Minor Arterial 3300 40 3677 696 909 0.996 12 2 Freeway 4100 65 3678 801 802 0.206 11 2 Major Arterial 3300 45 3679 1851 1279 0.216 11 1 Ramp 1500 55 3680 1196 1653 0.352 11 1 Ramp 1500 55 3681 1653 1196 0.352 11 1 Ramp 1500 55 3682 1030 1014 0.865 11 2 Principal Arterial 3400 45 3683 1029 1026 2.777 11 2 Principal Arterial 3400 45 3684 769 774 0.143 11 1 Major Arterial 1700 45 3685 770 766 0.11 11 1 Major Arterial 1700 45 3686 771 765 0.459 12 2 Freeway 4100 60 3687 1849 1190 0.518 11 1 Minor Arterial 1700 40 3688 1182 1527 0.567 12 1 Ramp 1500 35 3689 1492 1713 0.976 11 1 Major Arterial 1200 45 3690 1713 1492 0.976 11 1 Major Arterial 1200 45 3691 1239 1846 1.082 11 1 -Ramnp 1500 55 3692 1241 1242 0.881 12 2 Freeway 4100 65 3693 1818 1761 0.597 12 2 Freeway 4100 60 3694 1764 1819 0.68 12 2 Freeway 4100 60 3695 1856 1857 0.828 11 1 Major Arterial 1200 45 3696 1857 1856 0.828 11 1 Major Arterial 1200 45 3697 2284 2285 1.179 12 1 Major Arterial 1700 35 3698 2285 2284 1.179 12 1 Major Arterial 1700 35 3699 302 1939 0.874 11 1 Major Arterial 1700 45 3700 1939 302 0.874 11 1 Major Arterial 1700 45 3701 293 301 0.362 11 1 1 Major Arterial 1 1700 45 3702 301 293 0.362 11 1 Major Arterial 1700 45 3703 317 1860 0.275 11 1 Principal Arterial 1700 45 3704 1860 317 0.275 11 1 Principal Arterial 1700 45 Page 65 of 91 Appendix C - Page 66 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

(ml) Width (ft) Lanes Rate________

3705 1862 1863 0.398 11 1 Minor Arterial 1700 40 3706 1863 1862 0.398 11 1 Minor Arterial 1700 40 3707 252 1725 3,587 11 1 Major Arterial 1200 45 3708 1725 252 3.587 11 1 Major Arterial 1200 45 3709 1864 1865 1.701 11 1 Major Arterial 1200 45 3710 1865 1864 1.701 11 1 Major Arterial 1200 45 3711 1872 1915 0.278 11 1 Major Arterial 1700 45 3712 1915 1872 0.278 11 1 Major Arterial 1700 45 3713 1871 1876 0.197 11 1 Major Arterial 1700 45 3714 1876 1871 0.197 11 1 Major Arterial 1700 45 3715 1876 1877 0.085 11 1 Major Arterial 1200 45 3716 1877 1876 0.085 11 1 Major Arterial 1200 45 3717 231 1879 1.088 11 1 Minor Arterial 1200 40 3718 1879 231 1.088 11 1 Minor Arterial 1200 40 3719 1885 1887 0.244 11 1 Major Arterial 1200 45 3720 1887 1885 0.244 1 11 1 Major Arterial 1200 45 3721 1891 1921 0.939 11 1 Major Arterial 1200 45 3722 1921 1891 0.939 11 1 Major Arterial 1200 45 3723 1892 1893 2.858 11 1 Minor Arterial 1200 40 3724 1893 1892 2.858 11 1 Minor Arterial 1200 40 3725 1894 2400 0.352 11 1 Major Arterial 1200 45 3726 2400 1894 0.352 11 1 Major Arterial 1200 45 3727 159 1897 0.258 11 2 Principal Arterial 3400 45 3728 1897 159 0.258 11 2 Principal Arterial 3400 45 3729 1903 1904 1.416 12 1 Major Arterial 1700 25 3730 1904 1903 1.416 12 1 Major Arterial 1700 25 3731 262 1906 0.314 11 1 Major Arterial 1200 45 3732 1906 262 0.314 11 1 Major Arterial 1200 45 3733 637 1938 0.524 12 1 Ramp 1500 35 3734 333 334 0.338 12 1 Minor Arterial 1700 35 3735 334 333 0.338 12 1 Minor Arterial 1700 35 3736 1895 1904 0.365 12 1 Major Arterial 1700 25 3737 1904 1895 0.365 12 1 Major Arterial 1700 25 3738 1904 1908 0.175 11 1 Major Arterial 1700 45 3739 1908 1904 0.175 11 1 Major Arterial 1700 45 3740 1895 1909 0.099 11 1 Minor Arterial 1700 40 3741 1909 1895 0.099 11 1 Minor Arterial 1700 40 3742 1909 1910 0.196 11 1 Minor Arterial 1700 40 3743 1910 1909 0.196 11 1 Minor Arterial 1700 40 3744 1908 1919 0.283 11 1 Major Arterial 1700 45 3745 1919 1908 0.283 11 1 Major Arterial 1700 45 3746 348 359 0.146 11 1 Minor Arterial 1700 40 3747 359 348 0.146 11 1 Minor Arterial 1700 40 3748 11874 1914 0.857 12 1 Major Arterial 1700 25 3749 1914 1874 0.857 12 1 Major Arterial 1700 25 3750 1871 1872 0.82 11 1 Major Arterial 1700 45 3751 1872 1871 0.82 11 1 Major Arterial 1700 45 3752 1916 2390 0.152 10 1 Collector/ Local Road 800 10 3753 12390 1916 0.152 1 10 1 Collector /Local Road 800 10 3754 1918 2268 2.132 10 1 Collector/ Local Road 800 25 3755 2268 1918 2.132 10 1 Collector / Local Road 800 25 3756 1909 1919 0.167 11 1 Collector /Local Road 1700 40 3757 1919 1909 0.167 11 1 Collector/ Local Road 1700 40 3758 11865 1920 0.378 10 -1 Collector / Local Road 800 15 3759 1920 1865 0.378 10 1 Collector/ Local Road 800 15 3760 1858 2284 1.161 11 1 Major Arterial 1700 45 3761 2284 1858 1.161 11 1 Major Arterial 1700 45 Page 66 of 91 Appendix C - Page 67 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway 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) 3762 1924 1927 0.377 11 1 Principal Arterial 1700 45 _

3763 1927 1924 0.377 11 1 Principal Arterial 1700 45 3764 1929 1930 0.73 11 2 Principal Arterial 3400 45 3765 1930 1929 0.73 11 2 Principal Arterial 3400 45 3766 1544 1932 0.278 11 1 Principal Arterial 1600 50 3767 1932 1544 0.278 11 1 Principal Arterial 1600 50 3768 1933 1934 0.542 12 1 Principal Arterial 1700 35 3769 1934 1933 0.542 12 1 Principal Arterial 1700 35 3770 1860 2462 0.31 10 1 Collector / Local Road 800 15 3771 2462 1860 0.31 10 1 Collector/ Local Road 800 15 3772 316 674 0.198 12 2 Freeway 4100 50 3773 674 318 0.251 12 3 Ramp 4500 30 3774 322 315 0.283 12 1 Ramp 1500 35 3775 288 2286 0.48 11 1 Minor Arterial 1700 40 3776 2286 288 0.48 11 1 Minor Arterial 1700 40 3777 90 1940 1.323 11 2 Principal Arterial 3400 45 3778 1940 90 1.323 11 2 Principal Arterial 3400 45 3779 116 1942 0.124 11 1 Major Arterial 1200 45 3780 1943 2426 0.219 11 1 Collector/ Local Road 1200 40 3781 2426 1943 0.219 11 1 Collector / Local Road 1200 40 3782 1944 2379 0.492 11 2 Principal Arterial 3400 45 3783 2379 1944 0.492 11 2 Principal Arterial 3400 45 3784 1944 1958 0.257 11 1 Minor Arterial 1200 40 3785 1958 1944 0.257 11 1 Minor Arterial 1200 40 3786 1948 1949 0.163 11 1 Principal Arterial 1700 45 3787 1950 2427 1.161 11 2 Principal Arterial 3400 45 3788 2427 1950 1.161 11 2 Principal Arterial 3400 45 3789 1951 1947 0.184 11 1 Principal Arterial 1700 45 3790 1961 1952 0.159 11 1 Principal Arterial 1700 45 3791 1948 1952 0.184 11 1 Principal Arterial 1700 45 3792 1952 1954 0.4 11 1 Principal Arterial 1700 45 3793 1954 1956 0.329 12 1 Principal Arterial 1700 25 3794 1956 1954 0.329 12 1 Principal Arterial 1700 25 3795 1952 1951 0.09 11 1 Principal Arterial 1700 45 3796 1949 1961 0.188 11 2 Principal Arterial 3400 45 3797 1961 1949 0.188 11 2 Principal Arterial 3400 45 3798 157 1945 0.736 11 1 Principal Arterial 1600 50 3799 1945 157 0.736 11 1 Principal Arterial 1600 50 3800 1940 2372 0.588 11 2 Principal Arterial 3400 45 3801 2371 2372 0.403 11 2 Principal Arterial 3400 45 3802 2372 2371 0.403 11 2 Principal Arterial 3400 45 3803 2364 1965 0.212 11 2 Principal Arterial 3400 45 3804 2365 2364 0.295 11 2 Principal Arterial 3400 45 3805 1970 1974 0.083 11 1 Principal Arterial 1700 45 3806 1861 1972 0.148 11 1 Principal Arterial 1700 45 3807 306 1970 0.217 11 1 Principal Arterial 1700 45 3808 311 294 0.685 12 2 Freeway 4100 55 3809 368 1978 0.679 11 1 Major Arterial 1200 45 3810 1978 368 0.679 11 1 Major Arterial 1200 45 3811 1979 2042 0.494 11 1 Minor Arterial 1700 40 3812 2042 1979 0.494 11 1 Minor Arterial 1700 40 3813 367 606 0.134 11 1 Major Arterial 1200 45 3814 606 367 0.134 11 1 Major Arterial 1200 45 3815 599 1981 0.042 11 1 Major Arterial 1700 45 3816 632 2182 0.44 11 1 Major Arterial 1200 40 3817 2182 632 0.446 11 1 Major Arterial 1200 40 3818 1983 2248 0.328J 11 1 Minor Arterial 1700 40 Page 67 of 91 Appendix C - Page 68 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

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

1. D-Nod Width (ft) Lanes Roda ye Rate (veh/hr) FL mh 3819 2248__ 1983__ 0.328 11 1 Minor Arterial 1700 40 3820 1987 1988 0.679 11 2 Major Arterial 3300 45 3821 1988 1987 0.679 11 2 Major Arterial 3300 45 3822 1996 2036 0.686 11 1 Minor Arterial 1700 40 3823 2036 1996 0.686 11 1 Minor Arterial 1700 40 3824 1997 1999 0.523 11 1 Collector!/ Local Road 1700 40 3825 1999 1997 0.523 11 1 Collector / Local Road 1700 40 3826 2001 449 0.168 12 2 Freeway 4100 60 3827 2031 2005 0.286 11 1 Principal Arterial 1700 45 3828 2003 2031 0.104 11 1 Collector! Local Road 1700 40 3829 2031 2003 0.104 11 1 Collector / Local Road 1700 40 3830 2005 2004 0.105 11 1 Collector / Local Road 1700 40 3831 2004 2003 0.286 11 1 Principal Arterial 1700 45 3832 2019 2007 0.135 10 1 Collector! Local Road ___800 15 3833 2008 2007 0.136 10 1 Collector!/ Local Road ___800 15 3834 2009 2013 0.105 11 1 Collector!/ Local Road 1700 40 3835 2013 2009 0.105 11 1 Collector /Local Road 1700 40 3836 2010 2011 0.104 11 1 Principal Arterial ___1700 45 3837 2011 2010 0.104 11 1 Principal Arterial 1700 45 3838 2009 2015 0.111 11 1 Principal Arterial 1700 45 3839 2014 2015 0.104 11 1 Collector /Local Road 1700 40 3840 2015 2014 0.104 11 1 Collector /Local Road 1700 40 3841 2015 2018 0.108 11 1 Principal Arterial 1700 45 3842 2017 2018 0.103 11 1 Collector /Local Road 1700 40 3843 2018 2017 0.103 11 1 Collector /Local Road 1700 40 3844 2019 2020 0.463 11 1 Major Arterial 1700 45 3845 2020 2019 0.463 11 1 Major Arterial 1700 45 3846 2021 2022 0.146 11 1 Collector!/ Local Road 1700 40 3847 2022 2021 0.146 11 1 Collector!/ Local Road 1700 40 3848 2022 2010 0.726 11 1 Major Arterial 1700 45 3849 2011 2021 0.702 11 1 Major Arterial 1700 45 3850 2021 2024 0.543 11 1 Major Arterial 1700 45 3851 2023 2022 0.551 11 1 Major Arterial 1700 45 3852 2024 2023 0.151 11 1 Collector!/ Local Road 1700 40 3853 2027 2028 0.113 11 1 Collector!/ Local Road 1700 4 3854 2028 2027 0.113 11 1 Collector!/ Local Road 1700 40 3855 2027 2029 0.185 11 1 Major Arterial 1700 45 3856 2029 2027 0.185 11 1 Major Arterial 1700 45 3857 2034 2033 0.118 11 1 Principal Arterial 1700 45____

3858 2040 2331 0.195 11 1 MajorArterial 1700 40 3859 2331 2040 0.195 11 1 Major Arterial 1700 40 3860 2041 2318 0.335 11 1 Collector!/ Local Road 1700 40 3861 2318 2041 0.335 11 1 Collector/ Local Road 1700 40 3862 2041 2042 0.334 11 1 Collector! Local Road 1700 40 3863 2042 2041 0.334 11 1 Collector!I Local Road 1700 40 3864 2040 2330 0.44 11 1 Major Arterial 1700 40 3865 2330 2040 0.44 11 1 Major Arterial 1700 40 3866 2044 2045 0.202 11 1 Minor Arterial 1700 40 3867 2045 2044 0.202 11 1 Minor Arterial 1700 40 3868 2050 2325 0.163 11 1 Major Arterial 1200 45 3869 2325 2050 0.163 11 1 Major Arterial 1200 45 3870 2054 2055 0.232 11 1 Collector / Local Road 1200 40 3871 2055 2054 0.232 11 1 Collector!/ Local Road 1200 40 3872 2054 2057 0.147 1111 1 Collector! Local Road 1700 40 3873 2057 2054 0.147 11 1 Collector/ Local Road 1700 40 3874 2056 2058 1.071 12 1 Major Arterial 1700 35 3875 2058 2056 1.071 12 1 Major Arterial 1700 35 Page 68 of 91 Appendix C- Page 69 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway 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) F mh 3876 2058 2060 0.368 11 1 Major Arterial 1700 40 _

3877 2060 2058 0.368 11 1 Major Arterial 1700 40 3878 2065 2067 0.569 10 1 Collector!/ Local Road 800 10 3879 2067 2065 0.569 10 1 Collector! Local Road 800 10 3880 2323 2324 0.354 11 1 Major Arterial 1200 40 3881 2324 2323 0.354 11 1 Major Arterial 1200 40 3882 2066 2067 0.937 10 1 Collector! Local Road 800 15 3883 2067 2066 0.937 1 10 1 Collector!/ Local Road 800 15 3884 2067 2068 0.865 10 1 Collector!/ Local Road 800 15 3885 2068 2067 0.865 10 1 Collector!/ Local Road 800 15 3886 2074 2247 0.934 10 1 Collector! Local Road 800 15 3887 2247 2074 0.934 10 1 Collector! Local Road 800 15 3888 2073 2077 0.608 12 1 Major Arterial 1700 25 3889 2077 2073 0.608 1 12 1 Major Arterial 1700 25 3890 2062 2078 0.525 11 1 Minor Arterial 1200 40 3891 2078 2062 0.525 11 1 Minor Arterial 1200 40 3892 2080 2083 1.119 11 1 Major Arterial 1700 40 3893 2083 2080 1.119 11 1 Major Arterial 1700 40 3894 603 2087 0.572 11 1 Collector! Local Road 1700 40 3895 2087 603 0.572 111 Collector! Local Road 1700 40 3896 2086 2089 0.856 111 Major Arterial 1700 45 3897 2089 2086 0.856 111 Major Arterial 1700 45 3898 2088 2093 1.632 111 Collector!/ Local Road 1700 40 3899 2093 2088 1.632 111 Collector!/ Local Road 1700 40 3900 191 2093 0.422 111 Collector! Local Road 1700 40 3901 2093 191 0.422 1 11 1 Collector!/ Local Road 1700 40 3902 191 2094 0.619 10 1 Collector!/ Local Road 800 15 3903 2094 191 0.619 10 1 Collector!/ Local Road 800 15 3904 196 209 .5 1.375 11 1 Collector/ Local Road 1200 40 3905 2095 196 1.375 11 1 Collector / Local Road 1200 40 3906 2095 2097 2.122 10 1 Collector! Local Road 800 15 3907 2097 2095 2.122 1 10 1 Collector! Local Road 800 15 3908 2098 2099 0.856 111 Major Arterial 1200 45 3909 2099 2098 0.856 111 Major Arterial 1200 45 3910 2103 2104 0.723 111 Major Arterial 1200 45 3911 2104 2103 0.723 111 Major Arterial 1200 45 3912 2107 2108 1.901 10 1 Collector /Local Road 800 15 3913 2108 2107 1.901 10 1 Collector/Local Road 800 15 3914 2107 2113 2.112 111 Major Arterial 1700 40 3915 2113 2107 2.112 111 Major Arterial 1700 40 3916 208 2346 0.819 111 Major Arterial 1700 45 3917 2346 208 0.819 111 Major Arterial 1700 45 3918 604 2114 0.719 111 Major Arterial 1200 45 3919 2114 604 0.719 11 1 Major Arterial 1200 45 3920 2118 2120 0.222 12 1 Major Arterial 1700 25 3921 2120 2118 0.222 12 1 Major Arterial 1700 25 3922 2118 2224 0.329 12 1 Major Arterial 1700 35 3923 2224 2118 0,329 12 1 Major Arterial 1700 35 3924 2120 2122 0.115 12 1 Major Arterial 1100 25 3925 2122 2120 0.115 12 1 Major Arterial 1100 25 3926 2114 2125 0.464 11 1 Major Arterial 1200 45 3927 2125 2114 0.464 11 1 Major Arterial 1200 45 3928 2128 2351 0.681 12 1 Major Arterial 1700 35 3929 2351 2128 0.681 12 1 Maior Arterial 1700 35 3930 2134 2135 1.258 11 1 Major Arterial 1200 45 3931 2135 2134 1.258 11 1 Major Arterial 1200 45 3932 249 2135 10.622 11 1 1 Major Arterial 1200 45 Page 69 of 91 Appendix C - Page 70 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ ______ (mi) Width (ft) Lanes Rate________

3933 2135 249 0.622 11 1 Major Arterial 1200 45 3934 2139 2140 1.62 10 1 Collector /Local Road 800 15 3935 2140 2139 1.62 10 1 Collector/ Local Road 800 15 3936 2141 2406 0.804 10 1 Collector/ Local Road 800 15 3937 2406 2141 0.804 10 1 Collector/ Local Road 800 15 3938 2294 2406 0.884 10 1 Collector/I Local Road 800 15 3939 2406 2294 0.884 10 1 Collector/ Local Road 800 15 3940 2145 2408 0.449 11 1 Major Arterial 1200 45 3941 2408 2145 0.449 11 1 Major Arterial 1200 45 3942 364 2254 3.35 11 2 Principal Arterial 3700 50 3943 2307 363 3.352 11 2 Principal Arterial 3700 50 3944 2154 2227 1.209 11 1 Collector/ Local Road 1200 40 3945 2227 2154 1.209 11 1 Collector/I Local Road 1200 40 3946 2155 2161 4.303 10 1 Collector /Local Road 800 15 3947 2161 2155 4.303 10 1 Collector /Local Road 800 15 3948 2163 2185 2.871 11 1 Collector /Local Road 1200 40 3949 2185 2163 2.871 11 1 Collector/ Local Road 1200 40 3950 2165 2167 0.34 11 1 Major Arterial 1200 45 3951 2167 2165 0.34 11 1 Major Arterial 1200 45 3952 2166 2169 0.178 12 1 Principal Arterial 1700 25 3953 2169 2166 0.178 12 1 Principal Arterial 1700 25 3954 2169 2230 0.176 11 1 Principal Arterial 1700 45 3955 2230 2169 0.176 11 1 Principal Arterial 1700 45 3956 2170 2230 0.489 11 1 Principal Arterial 1600 45 3957 2230 2170 0.489 11 1 Principal Arterial 1600 45 3958 2336 2337 0.187 11 1 Major Arterial 1700 45 3959 2337 2336 0.187 11 1 Major Arterial 1700 45 3960 2165 2172 2.852 11 1 Major Arterial 1200 45 3961 2172 2165 2.852 11 1 Major Arterial 1200 45 3962 2175 2176 0.653 10 1 Collector/ Local Road 800 15 3963 2176 2175 0.653 10 1 Collector/ Local Road 800 15 3964 2178 2179 1.914 11 1 Major Arterial 1200 40 3965 2179 2178 1.914 11 1 Major Arterial 1200 40 3966 2164 2184 1.376 11 1 Collector/ Local Road 1700 40 3967 2184 2164 1.376 11 1 Collector / Local Road 1700 40 3968 2140 2184 1.437 10 1 Collector/ Local Road 800 15 3969 2184 2140 1.437 10 1 Collector / Local Road 800 15 3970 2186 2187 0.747 11 1 Major Arterial 1700 45 3971 2187 2186 0.747 11 1 Major Arterial 1700 45 3972 2186 2188 0.07 10 1 Collector /Local Road 800 15 3973 2188 2186 0.07 10 1 Collector/ Local Road 800 15 3974 2190 2464 0.253 10 1 Collector/ Local Road 800 15 3975 2464 2190 0.253 10 1 Collector/I Local Road 800 15 3976 2188 2415 0.09 10 1 Collector/I Local Road 800 15 3977 2415 2188 0.09 10 1 Collector/ Local Road 800 15 3978 2188 2189 0.184 10 1 Collector /Local Road 800 15 3979 2189 2188 0.184 10 1 Collector /Local Road 800 15 3980 2186 2193 0.361 11 1 Major Arterial 1700 45 3981 2193 2186 0.361 11 1 Major Arterial 1700 45 3982 557 2197 0.2 11 1 Minor Arterial 1200 40 3983 2197 557 0.2 11 1 Minor Arterial 1200 40 3984 2208 2209 1.458 11 1 Collector / Local Road 1700 40 3985 2209 2208 1.458 11 1 Collector / Local Road 1700 40 3986 2213 2214 0.155 11 1 Major Arterial 1200 45 3987 2214 2213 0.155 11 1 Major Arterial 1200 45 3988 2217 2218 0.853 11 1 Collector /Local Road 1200 1 40 3989 2218 12217 0.853 11 1 Collector / Local Road 1200 1 40 Page 70 of 91 Appendix C - Page 71 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS_(mph 3990 2209 2218 0.309 11 1 Collector / Local Road 1700 40 3991 2218 2209 0.309 11 1 Collector/ Local Road 1700 40 3992 2076 2077 1,775 10 1 Collector / Local Road 800 15 3993 2077 2076 1,775 10 1 Collector / Local Road 800 15 3994 2156 2229 3.887 11 1 Collector/ Local Road 1200 40 3995 2229 2156 3.887 11 1 Collector / Local Road 1200 40 3996 2060 2355 0,192 11 1 Major Arterial 1700 40 3997 2355 2060 0,192 11 1 Major Arterial 1700 40 3998 554 664 0,203 12 1 Ramp 1500 35 3999 665 556 0.211 12 1 Ramp 1500 35 4000 630 547 0.091 12 2 Freeway 4100 65 4001 2234 2237 0,673 11 1 Collector / Local Road 1700 40 4002 2237 2234 0.673 11 1 Collector / Local Road 1700 40 4003 2196 2235 0,399 11 1 Collector/ Local Road 1200 40 4004 2235 2196 0.399 11 1 Collector/ Local Road 1200 40 4005 2236 2237 0,241 11 1 Collector/ Local Road 1700 40 4006 2237 2236 0.241 11 1 Collector/ Local Road 1700 40 4007 532 2237 0.492 11 1 Major Arterial 1700 45 4008 2237 532 0.492 11 1 Major Arterial 1700 45 4009 2238 2358 0.273 11 1 Principal Arterial 1700 45 4010 2358 2238 0.273 11 1 Principal Arterial 1700 45 4011 2231 2239 0.998 11 1 Principal Arterial 1700 45 4012 2239 2231 0.998 11 1 Principal Arterial 1700 45 4013 2253 2001 0,145 12 2 Freeway 4100 60 4014 516 681 0.181 11 2 Principal Arterial 3400 45 4015 681 525 0.168 11 2 Principal Arterial 3400 45 4016 2018 2006 0.312 11 1 Principal Arterial 1700 45 4017 367 2055 2.519 11 1 Minor Arterial 1200 40 4018 2055 367 2.519 11 1 Minor Arterial 1200 40 4019 1978 2181 3.043 11 1 Major Arterial 1200 40 4020 2181 1978 3.043 11 1 Major Arterial 1200 40 4021 606 2246 0.85 11 1 Major Arterial 1200 45 4022 2246 606 0.85 11 1 Major Arterial 1200 45 4023 584 667 0.156 12 1 Ramp 1500 35 4024 666 592 0.428 12 2 Freeway 4100 65 4025 666 587 0.166 12 1 Ramp 1500 35 4026 591 667 0.342 12 2 Freeway 4100 65 4027 680 2238 1.236 11 1 Principal Arterial 1700 45 4028 2238 680 1.236 11 1 Principal Arterial 1700 45 4029 248 251 0.735 12 2 Freeway 4100 65 4030 655 246 0.739 12 2 Freeway 4100 65 4031 529 526 1.395 12 2 Freeway 4100 65 4032 664 577 2.82 12 2 Freeway 4100 65 4033 658 2029 0.126 12 1 Ramp 1500 35 4034 2027 454 0.096 11 1 Major Arterial 1700 45 4035 2251 2027 0.05 11 1 Major Arterial 1700 45 4036 2251 641 0.156 12 1 Ramp 1500 35 4037 453 2028 0.105 12 1 Ramp 1500 35 4038 2026 659 0.118 12 1 Ramp 1500 35 4039 2252 492 0.068 11 2 Major Arterial 3300 45 4040 490 2252 0.068 11 2 Major Arterial 3300 45 4041 520 513 0.094 11 2 Principal Arterial 3400 45 4042 519 517 0.109 11 2 Principal Arterial 3400 45 4043 2005 2017 0.496 11 1 Principal Arterial 1700 45 4044 513 511 0.017 11 2 Principal Arterial 3400 45 4045 510 519 0.03 11 2 Principal Arterial 3400 45 4046 580 630 2.71 12 2 Freeway 4100 65 Page 71 of 91 Appendix C - Page 72 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhrw FFS (mph)

_____(ml) Width (ft) LanesRae(hhr 4047 550 553 0.089 11 1 Minor Arterial 1200 40 4048 553 550 0.089 11 1 Minor Arterial 1200 40 4049 452 2251 0.067 11 1 Major Arterial 1700 45 4050 404 2267 0.116 11 1 Principal Arterial 1600 45 4051 2267 404 0.116 11 1 Principal Arterial 1600 45 4052 363 379 1.262 11 2 Principal Arterial 3700 50 4053 378 364 1.262 11 2 Principal Arterial 3700 50 4054 379 406 0.792 11 2 Principal Arterial 3700 50 4055 411 378 0.795 11 2 Principal Arterial 3700 50 4056 1966 2270 1.578 1 11 1 Major Arterial 1700 45 4057 2270 1966 1.578 11 1 Major Arterial 1700 45 4058 1866 2270 1.267 11 1 Major Arterial 1700 45 4059 2270 1866 1.267 11 i Major Arterial 1700 45 4060 332 1886 2.128 11 1 Major Arterial 1200 45 4061 1886 332 2.128 11 1 Major Arterial 1200 45 4062 611 1884 0.569 11 1 Major Arterial 1700 45 4063 1884 611 0.569 11 1 Major Arterial 1700 45 4064 1888 2271 0.516 11 1 Major Arterial 1200 40 4065 2271 1888 0.516 11 1 Major Arterial 1200 40 4066 1889 1890 0.365 12 1 Major Arterial 1700 35 4067 1890 1889 0.365 12 1 Major Arterial 1700 35 4068 2272 2413 2.193 11 1 Major Arterial 1200 45 4069 2413 2272 2.193 11 1 Major Arterial 1200 45 4070 2273 2276 0.448 12 1 Major Arterial 1100 35 4071 2276 2273 0.448 12 1 Major Arterial 1100 35 4072 2275 2413 0.681 11 1 Major Arterial 1200 40 4073 2413 2275 0.681 11 1 Major Arterial 1200 40 4074 2275 2276 0.672 11 1 Major Arterial 1200 40 4075 2276 2275 0.672 11 1 Major Arterial 1200 40 4076 1886 1921 2.647 11 1 Major Arterial 1200 45 4077 1921 1886 2.647 11 1 Major Arterial 1200 45 4078 1892 2275 3.515 11 1 Minor Arterial 1200 40 4079 2275 1892 3.515 11 1 Minor Arterial 1200 40 4080 1895 1905 1.059 11 1 Major Arterial 1700 45 4081 1905 1895 1.059 11 1 Major Arterial 1700 45 4082 198 1703 0.817 11 1 Major Arterial 1200 45 4083 1703 198 0.817 11 1 Major Arterial 1200 45 4084 642 1875 0.257 12 1 Major Arterial 1700 30 4085 1875 642 0.257 12 1 Major Arterial 1700 30 4086 1875 2280 0.237 12 1 Major Arterial 1700 35 4087 2280 1875 0.237 12 1 Major Arterial 1700 35 4088 1867 2272 0.291 11 1 Major Arterial 1700 40 4089 2272 1867 0.291 11 1 Major Arterial 1700 40 4090 1870 2407 0.285 12 1 Major Arterial 1100 35 4091 2407 1870 0.285 12 1 Major Arterial 1100 35 4092 1868 1869 0.691 12 1 Major Arterial 1100 35 4093 1869 1868 0.691 1 12 1 Major Arterial 1100 35 4094 2282 2400 1.379 11 1 Major Arterial 1300 50 4095 2400 2282 1.379 11 1 Major Arterial 1300 50 4096 1873 1914 0.676 11 1 Major Arterial 1700 45 4097 1914 1873 0.676 11 1 Major Arterial 1700 45 4098 1911 2300 0.161 12 1 Minor Arterial 1100 25 4099 2300 1911 0.161 12 1 Minor Arterial 1100 25 4100 612 1880 4.657 11 1 Minor Arterial 1200 40 4101 1880 612 4.657 11 1 1 Minor Arterial 1200 40 4102 1911 1913 1.052 12 1 Minor Arterial 1700 25 4103 1913 1911 1.052 12 1 Minor Arterial 1700 25 Page 72 of 91 Appendix C - Page 73 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) 4104 2281 2283 0.246 11 1 Minor Arterial 1200 40 4105 2283 2281 0.246 11 1 Minor Arterial 1200 40 4106 1923 2475 0.534 11 1 Minor Arterial 1200 40 4107 2475 1923 0.534 11 1 Minor Arterial 1200 40 4108 610 612 4.59 11 1 Collector /Local Road 1200 40 4109 612 610 4.59 11 1 Collector/ Local Road 1200 40 4110 610 1896 2.612 11 1 Principal Arterial 1600 45 4111 1896 610 2.612 11 1 Principal Arterial 1600 45 1 4112 263 627 0.845 12 2 Freeway 4100 65 4113 2290 559 0.035 11 1 Major Arterial 1700 50 4114 362 356 0.156 12 2 Freeway 4100 60 4115 354 360 0.049 11 1 Major Arterial 1700 45 4116 360 354 0.049 11 1 Major Arterial 1700 45 4117 671 672 0.133 12 1 -Ramnp 1500 35 4118 671 682 0.553 12 2 Freeway 4100 60 4119 1936 640 0.545 12 2 Freeway 4100 60 4120 318 322 0.092 11 1 Minor Arterial 1700 40 4121 322 318 0.092 11 1 Minor Arterial 1700 40 4122 499 2266 3.896 11 1 Major Arterial 1200 45 4123 2266 499 3.896 11 1 Major Arterial 1200 45 4124 609 2317 0.161 11 1 Minor Arterial 1700 40 4125 2317 609 0.161 11 1 Minor Arterial 1700 40 4126 1916 1966 3.192 10 1 Collector/ Local Road 800 15 4127 1966 1916 3.192 10 1 Collector /Local Road 800 15 4128 88 2422 0.42 11 1 Principal Arterial 1600 45 4129 2422 88 0.42 11 1 Principal Arterial 1600 45 4130 2289 2292 0.959 1 11 1 Collector/ Local Road 1200 40 4131 2292 2289 0.959 11 1 Collector / Local Road 1200 40 4132 1772 705 0.569 12 2 Freeway 4100 65 4133 705 706 0.801 12 2 Freeway 4100 65 4134 1775 1513 0.804 12 2Freeway 4100 65 4135 330 335 1.6 12 2 Freeway 4100 55 4136 625 326 1.534 12 2 Freeway 4100 55 4137 834 2257 0.853 11 2 Principal Arterial 3400 45 4138 2257 834 0.853 11 2 Principal Arterial 3400 45 4139 2187 2190 0.669 11 1 Collector/ Local Road 1700 40 4140 2190 2187 0.669 11 1 Collector /Local Road 1700 40 4141 285 288 0.072 11 1 Major Arterial 1200 45 4142 288 285 0.072 11 1 Major Arterial 1200 45 4143 290 287 0.363 12 2 Freeway 4100 65 4144 289 291 0.487 12 2 Freeway 4100 65 4145 275 284 0.495 12 2 Freeway 4100 65 4146 282 2298 0.068 11 1 Minor Arterial 1700 40 4147 2298 282 0.068 11 1 Minor Arterial 1700 40 4148 1976 277 0.417 12 2 Freeway 4100 65 4149 267 269 0.112 11 1 Minor Arterial 1200 40 4150 269 267 0.112 11 1 Minor Arterial 1200 40 4151 1898 1906 1.835 10 1 Collector/ Local Road 800 15 4152 1906 1898 1.835 10 1 Collector /Local Road 800 15 4153 231 2299 0.171 11 1 Minor Arterial 1200 40 4154 2299 231 0.171 11 1 Minor Arterial 1200 40 4155 234 242 1.431 12 2 Freeway 4100 65 4156 243 232 1.048 12 2 Freeway 4100 65 4157 629 243 5.064 12 2 Freeway 4100 65 4158 242 261 4.669 12 2 Freeway 4100 65 4159 287 1976 2.392 12 2 Freeway 4100 65 4160 284 289 2.406 12 2 Freeway 4100 65 Page 73 of 91 Appendix C - Page 74 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow F(mh

______ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) FF(mh 4161 217 234 6.92 12 2 Freeway 4100 65 4162 232 215 6.816 12 2 Freeway 4100 65 4163 578 666 3.712 12 2 Freeway 4100 65 4164 667 582 3.69 12 2 Freeway 4100 65 4165 201 207 0.289 11 1 Major Arterial 1200 45 4166 207 201 0.289 11 1 Major Arterial 1200 45 _

4167 204 217 1,027 12 2 Freeway 4100 65 4168 215 200 1.106 12 2 Freeway 4100 65 4169 527 2301 1.463 12 1 2 Freeway 4100 65 4170 2086 2088 0.613 11 1 Major Arterial 1700 45 4171 2088 2086 0.613 11 1 Major Arterial 1700 45 _

4172 1981 452 0.064 11 1 Major Arterial 1700 45 4173 182 2088 0.628 11 1 Major Arterial 1700 45 4174 2088 182 0.628 11 1 Major Arterial 1700 45 4175 181 186 0.653 11 1 Major Arterial 1700 45 4176 186 181 0.653 11 1 Major Arterial 1700 45 4177 1863 1874 2.81 11 1 Minor Arterial 1700 40 4178 1874 1863 2.81 11 1 Minor Arterial 1700 40 4179 2144 2302 0.155 11 1 Major Arterial 1700 45 4180 2302 2144 0.155 11 1 Major Arterial 1700 45 4181 2142 2302 0.463 11 1 Major Arterial 1200 45 4182 2302 2142 0.463 11 1 Major Arterial 1200 45 4183 299 1939 1.535 11 1 Minor Arterial 1700 40 4184 1939 299 1.535 11 1 Minor Arterial 1700 40 4185 1859 1939 0.758 11 1 Minor Arterial 1700 40 4186 1939 1859 0.758 11 1 Minor Arterial 1700 40 4187 2250 2305 0.45 11 1 Major Arterial 1700 45 4188 2305 2250 0.45 11 1 Major Arterial 1700 45 4189 1982 2305 1.18 11 1 Major Arterial 1700 45 4190 2305 1982 1.18 11 1 Major Arterial 1700 45 4191 2096 2303 1.356 11 1 Major Arterial 1200 45 4192 2303 2096 1.356 11 1 Major Arterial 1200 45 4193 2096 2145 1.423 11 1 Major Arterial 1200 45 4194 2145 2096 1.423 11 1 Major Arterial 1200 45 4195 2092 2144 0.449 11 1 Major Arterial 1200 45 4196 2144 2092 0.449 11 1 Major Arterial 1200 45 4197 602 2141 1.151 11 1 Collector /Local Road 1700 40 4198 2141 602 1.151 11 1 Collector /Local Road 1700 40 4199 2147 2303 0.335 11 1 Major Arterial 1300 55 4200 2303 2147 0.335 11 1 Major Arterial 1300 55 4201 1770 2147 0.745 11 1 Major Arterial 1200 40 4202 2147 1770 0.745 11 1 Major Arterial 1200 40 4203 12104 2161 2.236 11 1 Major Arterial 1200 45 4204 2161 2104 2.236 11 1 Major Arterial 1200 45 4205 1982 1983 0.725 11 1 Major Arterial 1700 45 4206 1983 1982 0.725 11 1 Major Arterial 1700 45 4207 300 333 1.87 11 1 Minor Arterial 1700 40 4208 333 300 1.87 11 1 Minor Arterial 1700 40 4209 2156 2157 0.442 11 1 Collector/ Local Road 1200 40 4210 2157 2156 0.442 11 1 Collector /Local Road 1200 40 4211 1821 2150 2.123 11 1 Collector/ Local Road 1200 40 4212 2150 1821 2.123 1 11 1 Collector/ Local Road 1200 40 4213 2149 2227 1.453 11 1 Minor Arterial 1200 40 4214 2227 2149 1.453 11 1 Minor Arterial 1200 40 4215 2149 2150 0.515 11 1 Minor Arterial 1200 40 4216 2150 2149 0.515 11 1 Minor Arterial 1200 40 4217 276 273 0.451 111 2 Principal Arterial 3700 50 Page 74 of 91 Appendix C - Page 75 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

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

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

4218 2153 2159 1.502 11 1 Principal Arterial 1600 45 4219 2159 2153 1.502 11 1 Principal Arterial 1600 45 4220 2025 2027 0.356 11 1 Major Arterial 1700 45 4221 2027 2025 0.356 11 1 Major Arterial 1700 45 4222 2216 2217 0.889 11 1 Collector / Local Road 1200 40 4223 2217 2216 0.889 11 1 Collector/ Local Road 1200 40 4224 2180 2216 0.62 11 1 Collector/ Local Road 1200 40 4225 2216 2180 0.62 1 11 1 Collector/ Local Road 1200 40 4226 2166 2180 0.278 11 1 Collector /Local Road 1700 40 4227 2180 2166 0.278 11 1 Collector/ Local Road 1700 40 4228 622 2259 1.628 11 2 Principal Arterial 3400 45 4229 2259 622 1.628 11 2 Principal Arterial 3400 45 4230 508 2222 0.285 11 2 Major Arterial 3400 50 4231 2222 508 0.285 1 1 2 Major Arterial 3400 50 4232 495 2312 3.686 12 2 Freeway 4100 65 4233 2313 473 3.889 12 2 Freeway 4100 65 4234 2261 2262 1.424 11 1 Minor Arterial 1700 40 4235 2262 2261 1.424 11 1 Minor Arterial 1700 40 4236 2258 2260 1.046 11 2 Principal Arterial 3400 45 4237 2260 2258 1.046 11 2 Principal Arterial 3400 45 4238 442 2002 0.208 12 2 Freeway 4100 60 4239 425 2002 0.442 11 1 Collector/I Local Road 1700 40 4240 12002 425 0.442 11 1 Collector/I Local Road 1700 40 4241 2317 2328 0.204 11 1 Collector / Local Road 1700 40 4242 2328 2317 0.204 11 1 Collector / Local Road 1700 40 4243 2046 2320 0.593 11 1 Collector / Local Road 1700 40 4244 2320 2046 0.593 11 1 Collector / Local Road 1700 40 4245 2321 2322 0.294 11 1 Major Arterial 1200 45 4246 2322 2321 0.294 11 1 Major Arterial 1200 45 4247 2065 2324 0.603 1 1 1 Major Arterial 1700 45 4248 2324 2065 0.603 11 1 Major Arterial 1700 45 4249 2065 2066 0.663 11 1 -Major Arterial 1700 45 4250 2066 2065 0.663 11 1 Major Arterial 1700 45 4251 2066 2325 1.763 11 1 Majo r Arterial 1700 45 4252 2325 2066 1.763 11 1 Major Arterial 1700 45 4253 2050 2322 0.904 1 12 1 Major Arterial 1100 35 4254 2322 2050 0.904 12 1 Major Arterial 1100 35 4255 2048 2329 0.309 10 1 Collector/I Local Road 1100 30 4256 2329 2048 0.309 10 1 Collector/ Local Road 1100 30 4257 2000 2043 1.436 11 1 Collector/I Local Road 1700 40 4258 2043 2000 1.436 11 1 Collector/I Local Road 1700 40 4259 2320 2405 1.048 11 1 - Collector / Local Road 1700 40 4260 2405 2320 1.048 11 1~ Collector / Local Road 1700 40 4261 2038 2330 0,581 11 1 Major Arterial 1200 40 4262 2330 2038 0.581 11 1 Major Arterial 1200 40 4263 2000 2038 1.049 11 1 ~ Major Arterial 1700 40 4264 2038 2000 1.049 11 1 Major Arterial 1700 40 4265 2246 2331 0.508 11 1 Major Arterial 1200 40 4266 2331 2246 0.508 11 1 Major Arterial 1200 40 4267 2316 677 0.71 11 2 Principal Arterial 3700 50 4268 660 2315 1.033 11 2 Principal Arterial 3700 50 4269 390 429 2.56 12 2 Freeway 4100 55 4270 433 393 2.556 12 2 Freeway 4100 60 4271 1978 2334 1.084 11 1 Major Arterial 1200 40 4272 2334 1978 1.084 11 1 MajorArterial 1200 40 42743 33 2036 23 4273 1.43 2036 1.473 2334111 11 1 1 Mior rteral_10020u Minor Arterial 1200 40 Page 75 of 91 Appendix C - Page 76 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-Nde

1. D-Nde (mi) Width (ft) Lanes Roda ye Rate (vehlhr) F mh 4275 2166 2167 0.66 11 1 Major Arterial 1700 45 4276 2167 2166 0.66 11 1 Major Arterial 1700 45 4277 2175 2177 1.199 11 1 Major Arterial 1700 45 4278 2177 2175 1.199 11 1 Major Arterial 1700 45 4279 2039 2339 0.355 11 1 Major Arterial 1700 45 4280 2339 2039 0.355 11 1 Major Arterial 1700 45 4281 2039 2334 0.648 11 1 Major Arterial 1200 45 4282 2334 2039 0.648 11 1 Major Arterial 1200 45 4283 2037 2177 0.967 11 1 Collector!/ Local Road 1200 40 4284 2177 2037 0.967 11 1 Collector / Local Road 1200 40 4285 2208 2215 1.193 11 1 Principal Arterial 1700 45 4286 2215 2208 1.193 11 1 Principal Arterial 1700 45 4287 2168 2215 0.537 11 1 Principal Arterial 1700 45 4288 2215 2168 0.537 11 1 Principal Arterial 1700 45 4289 2212 2340 0.526 11 1 Major Arterial 1200 45 4290 2340 2212 0.526 11 1 Major Arterial 1200 45 4291 178 170 0.672 12 2 Freeway 4100 45 4292 180 183 0.38 12 2 Freeway 4100 45 4293 509 504 0.496 11 1 Ramp 1500 55 4294 652 182 0.825 12 1 Ramp 1500 35 4295 193 192 0.49 12 2 Freeway 4100 55 4296 189 195 0.468 12 2 Freeway 4100 55 4297 467 507 2.196 12 2 Freeway 4100 60 4298 507 662 0.497 12 1 Ramp 1500 35 4299 504 461 2.224 12 2 Freeway 4100 60 4300 225 236 2.205 12 2 Freeway 4100 65 4301 633 2245 1.246 12 2 Freeway 4100 65 4302 2245 366 11.804 12 2 Freeway 4100 65 4303 369 303 7.602 12 2 Freeway 4100 65 4304 2111 2112 1.309 11 1 Collector/ Local Road 1700 40 4305 2112 2111 1.309 11 1 Collector/ Local Road 1700 40 4306 2089 2090 1.294 11 1 Collector! Local Road 1700 40 4307 2090 2089 1.294 11 1 Collector! Local Road 1700 40 4308 194 2093 0.849 11 1 Minor Arterial 1200 40 4309 2093 194 0.849 11 1 Minor Arterial 1200 40 4310 2095 2101 1.609 11 1 Collector! Local Road 1700 40 4311 2101 2095 1.609 11 1 Collector /Local Road 1700 40 4312 2102 2129 3.707 11 1 Collector /Local Road 1200 40 4313 2129 2102 3.707 11 1 Collector /Local Road 1200 40 4314 214 2345 0.545 11 1 Major Arterial 1700 40 4315 2345 214 0.545 11 1 Major Arterial 1700 40 4316 2097 2100 0.491 11 1 Major Arterial 1700 45 4317 2100 2097 0.491 11 1 Major Arterial 1700 45 4318 2131 2348 0.7 11 1 Major Arterial 1200 45 4319 2348 2131 0.7 11 1 Major Arterial 1200 45 4320 2228 2348 1.138 11 1 Major Arterial 1700 45 4321 2348 2228 1.138 11 1 Major Arterial 1700 45 4322 2109 2344 1.132 11 1 Major Arterial 1700 55 4323 2344 2109 1.132 11 1 Major Arterial 1700 55 4324 2225 2349 0.809 12 1 Major Arterial 1100 35 4325 2349 2225 0.809 12 1 Major Arterial 1100 35 4326 2117 2349 0.986 11 1 Major Arterial 1200 45 4327 2349 2117 0.986 11 1 Major Arterial 1200 45 4328 2115 2117 3.909 11 1 Major Arterial 1200 4 4329 2117 2115 3.909 11 1 Major Arterial 1200 4 4330 2124 2128 1.434 12 1 Major Arterial 1700 3 4331 2128 2124 1.434 12 1- Major Arterial 1700 3 Page 76 of 91 Appendix C - Page 77 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) 4332 2105 2225 3.866 11 1 Collector / Local Road 1200 40 4333 2225 2105 3.866 11 1 Collector/ Local Road 1200 40 4334 245 2106 1,829 11 1 Collector/I Local Road 1700 40 4335 2106 245 1.829 11 1 Collector/I Local Road 1700 40 4336 2137 2353 0.56 11 1 Major Arterial 1700 45 4337 2353 2137 0.56 11 1 Major Arterial 1700 45 4338 2080 2082 1.153 11 1 Major Arterial 1200 45 4339 2082 2080 1.153 1 11 1 Major Arterial 1200 45 4340 2079 2080 0.579 11 1 Major Arterial 1700 40 4341 2080 2079 0.579 11 1 Major Arterial 1700 40 4342 2079 2185 1.894 11 1 Major Arterial 1200 40 4343 2185 2079 1.894 11 1 Major Arterial 1200 40 4344 2070 2074 1.82 11 1 Major Arterial 1700 45 4345 2074 2070 1.82 11 1 Major Arterial 1700 45 4346 2354 2431 0.288 11 1 Major Arterial 1700 45 4347 2431 2354 0.288 11 1 Major Arterial 1700 45 4348 2061 2414 1.633 11 1 Major Arterial 1200 45 4349 2414 2061 1.633 11 1 Major Arterial 1200 45 4350 2061 2355 1.411 11 1 Major Arterial 1200 40 4351 2355 2061 1.411 11 1 Major Arterial 1200 40 4352 2078 2183 1.684 11 1 Collector/ Local Road 1200 40 4353 2183 2078 1.684 11 1 Collector/I Local Road 1200 40 4354 2057 2059 0.512 11 1 Collector/I Local Road 1200 40 4355 2059 2057 0.512 11 1 Collector / Local Road 1200 40 4356 2052 2056 0.404 11 1 Major Arterial 1700 40 4357 2056 2052 0.404 11 1 Major Arterial 1700 40 4358 570 2356 2.639 12 2 Freeway 4100 60 4359 2357 572 2.689 12 2 Freeway 4100 60 4360 1128 1524 0.314 11 1 Ramp 1500 55 4361 1131 1128 0.075 12 2 Freeway 4100 65 4362 465 2266 2.057 11 2 Principal Arterial 3400 45 4363 2266 465 2.057 11 2 Principal Arterial 3400 45 4364 1988 1989 0.169 11 2 Major Arterial 3300 45 4365 1989 1988 0.169 11 2 Major Arterial 3300 45 4366 1992 1993 1.166 11 1 Major Arterial 1700 45 4367 1993 1992 1.166 11 1 Major Arterial 1700 45 4368 402 1993 0.866 11 1 Major Arterial 1200 45 4369 1993 402 0.866 11 1 Major Arterial 1200 45 4370 1990 1991 0.277 11 1 Collector/I Local Road 1700 40 4371 1991 1990 0.277 11 1 Collector/ Local Road 1700 40 4372 2200 2361 1.3 11 1 Collector/I Local Road 1200 40 4373 2361 2200 1.3 11 1 Collector/I Local Road 1200 40 4374 576 2192 0.656 11 1 Major Arterial 1200 45 4375 2192 576 0.656 11 1 Major Arterial 1200 45 4376 2232 2233 0.648 11 1 Collector/I Local Road 1200 40 4377 2233 2232 0.648 11 1 Collector/I Local Road 1200 40 4378 2198 2360 0.442 11 1 Collector / Local Road 1200 40 4379 2360 2198 0.442 11 1 Collector /Local Road 1200 40 4380 595 2200 3.151 11 1 Major Arterial 1200 45 4381 2200 595 3.151 11 1 Major Arterial 1200 45 4382 2297 2362 1.724 11 1- Major Arterial 1700 45 4383 12362 2297 1.724 11 1 Major Arterial 1700 45 4384 2295 2362 1.64 11 1 Major Arterial 1200 45 4385 2362 2295 1.64 11 1 Major Arterial 1200 45 4386 2295 2411 0.536 11 1 Major Arterial 1200 45 4387 2411 2295 0.536 11 1- Major Arterial 1200 45 4388 595 2411 1.136 11 1 Major Arterial 1700 45 Page 77 of 91 Appendix C - Page 78 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

4389 2411 595 1.136 11 1 Major Arterial 1700 45 4390 2090 2091 1.987 11 1 Collector/I Local Road 1200 40 4391 2091 2090 1.987 11 1 Collector! Local Road 1200 40 4392 1932 1935 0.441 12 1 Principal Arterial 1700 35 4393 1935 1932 0.441 12 1 Principal Arterial 1700 35 4394 1927 1928 3.053 11 2 Principal Arterial 3400 45 4395 1928 1927 3.053 11 2 Principal Arterial 3400 45 4396 149 1925 0.97 1 11 1 Major Arterial 1200 45 4397 1925 149 0.97 11 1 Major Arterial 1200 45 4398 113 2382 0.306 11 2 Principal Arterial 3400 45 4399 2365 2382 1.586 11 2 Principal Arterial 3400 45 4400 2382 2365 1.586 11 2 Principal Arterial 3400 45 4401 86 98 5.216 12 2 Freeway 4100 65 4402 90 2383 5.582 11 1 Mal'or Arterial 1200 45 4403 23833 90 5.582 11 1 Major Arterial 1200 45 4404 1344 2383 5.165 11 1 Minor Arterial 1200 40 4405 2383 1344 5.165 11 1 Minor Arterial 1200 40 4406 127 700 4.265 12 2 Freeway 4100 65 4407 699 128 4.207 12 2 Freeway 4100 65 4408 137 1941 3.951 11 2 Major Arterial 3300 45 4409 1941 137 3.951 11 2 Major Arterial 3300 45 4410 272 274 0.454 11 2 Principal Arterial 3700 50 4411 600 2301 2.064 11 2 Major Arterial 3300 45 4412 529 2255 2.067 11 2 Major Arterial 3300 45 4413 2159 2217 6.555 11 1 Collector /Local Road 1200 40 4414 2217 2159 6.555 1 11 1 Collector/ Local Road 1200 40 4415 405 502 3.917 12 2 freeway 4100 60 4416 498 410 3.881 12 2 Freeway 4100 60 4417 745 1532 1.704 11 1 Major Arterial 1200 45 4418 1532 745 1.704 11 1 Major Arterial 1200 45 4419 1367 1370 0.814 10 1 Collector /Local Road 800 15 4420 1370 1367 0.814 10 1 Collector /Local Road 800 15 4421 913 1737 1.607 11 1 Minor Arterial 1700 40 4422 1737 913 1.607 11 1 Minor Arterial 1700 40 4423 1370 1549 0.969 11 2 Major Arterial 3400 50 4424 1549 1370 0.969 11 2 Major Arterial 3400 50 4425 1472 1686 0.665 12 1 Major Arterial 1700 25 4426 1686 1472 0.665 12 1 Major Arterial 1700 25 4427 1664 1671 2.504 11 1 Major Arterial 1200 45 4428 1671 1664 2.504 11 1 Major Arterial 1200 45 4429 993 1391 0.548 12 1 Minor Arterial 1700 25 4430 1391 993 0.548 12 1 Minor Arterial 1700 25 4431 1012 1015 0.936 11 2 Principal Arterial 3400 45 4432 1015 1012 0.936 11 2 Principal Arterial 3400 45 4433 1531 1537 5.118 11 1 Minor Arterial 1200 40 4434 1537 1531 5.118 11 1 Minor Arterial 1200 40 4435 910 887 0.564 11 2 Minor Arterial 3300 40 4436 905 910 0.157 11 2 Minor Arterial 3300 40 4437 962 1576 1.515 11 1 Minor Arterial 1700 40 4438 1576 962 1.515 11 1 Minor Arterial 1700 40 4439 1399 1572 2.437 11 1 Minor Arterial 1700 40 4440 1572 1399 2.437 11 1 Minor Arterial 1700 40 4441 952 953 0.205 11 2 Minor Arterial 3300 40 4442 953 952 0.205 11 2 Minor Arterial 3300 40 4443 1593 1613 1.345 11 1 Minor Arterial 1200 40 4444 1613 1593 1.345 11 1 Minor Arterial 1200 40 4445 11714 2389 0.538 11 1 Major Arterial 1700 45 Page 78 of 91 Appendix C - Page 79 of 104

Appendix C Three Mile Island NGS AppedixThre IlandNGSRoadway Network Mle Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 4446 2389 1714 0.538 11 1 Major Arterial 1700 45 4447 325 1939 0.558 11 1 Major Arterial 1700 45 4448 1939 325 0.558 11 1 Major Arterial 1700 45 4449 1879 1923 1.094 12 1 Minor Arterial 1100 35 4450 1923 1879 1.094 12 1 Minor Arterial 1100 35 4451 268 2398 0.149 11 1 Minor Arterial 1200 40 4452 2398 268 0.149 11 1 Minor Arterial 1200 40 4453 1890 2274 0.159 1 12 1 Major Arterial 1100 35 4454 2274 1890 0.159 12 1 Major Arterial 1100 35 4455 966 959 0.769 11 2 Minor Arterial 3300 40 4456 327 320 0.614 12 2 Freeway 4100 55 4457 2395 2393 0.333 12 2 Freeway 4100 55 4458 2202 2206 1.445 11 1 Major Arterial 1700 45 4459 2206 2202 1.445 11 1 Major Arterial 1700 45 4460 1891 1919 0.308 11 1 Major Arterial 1700 45 4461 1919 1891 0.308 11 1 Major Arterial 1700 45 4462 332 2271 0.658 12 1 Major Arterial 1100 35 4463 2271 332 0.658 12 1 Major Arterial 1100 35 4464 1937 2397 0.238 11 1 Major Arterial 1200 45 4465 1865 2269 2.016 11 1 Major Arterial 1200 45 4466 2269 1865 2.016 11 1 Major Arterial 1200 45 4467 1864 2268 2.394 11 1 Major Arterial 1200 45 4468 2268 1864 2.394 11 1 Major Arterial 1200 45 4469 463 2211 0.342 11 2 Principal Arterial 3400 45 4470 2211 463 0.342 11 2 Principal Arterial 3400 45 4471 1753 270 2.574 11 2 Principal Arterial 3700 50 4472 1877 1878 0.57 11 1 Major Arterial 1200 40 4473 1878 1877 0.57 11 1 MajorArterial 1200 40 4474 2202 2241 1.908 1 1 1 Collector/ Local Road 1700 40 4475 2241 2202 1.908 11 1 Collector/I Local Road 1700 40 4476 1996 1997 1.814 11 1 Collector /Local Road 1700 40 4477 1997 1996 1.814 11 1 Collector/ILocal Road 1700 40 4478 423 1997 0.391 11 1 Collector /Local Road 1700 40 4479 1997 423 0.391 11 1 Collector I Local Road 1700 40 4480 2243 2253 0.432 12 2 Freeway 4100 60 4481 2314 2242 0.393 12 2 Freeway 4100 60 4482 2002 1998 0.148 12 2 Freeway 4100 60 4483 1979 2040 0.418 11 1 Collector /Local Road 1700 40 4484 2040 1979 0.418 11 1 Collector / Local Road 1700 40 4485 2053 2246 1.94 11 1 Major Arterial 1200 40 4486 2246 2053 1.94 11 1 Major Arterial 1200 40 4487 2119 2121 0.068 10 1 Collector/ Local Road 800 15 4488 2121 2119 0.068 10 1 Collector /Local Road 800 15 4489 2058 2063 0.653 12 1 Major Arterial 1700 35 4490 2063 2058 0.653 12 1 Major Arterial 1700 35 4491 1966 2280 2.345 11 1 Major Arterial 1700 45 4492 2280 1966 2.345 11 1 Major Arterial 1700 45 4493 2073 2074 0.439 11 1 Major Arterial 1700 45 4494 2074 2073 0.439 11 1 Major Arterial 1700 45 4495 2063 2064 0.969 11 1 Major Arterial 1700 45 4496 2064 2063 0.969 11 1 Major Arterial 1700 45 4497 2063 2071 1.209 12 1 Major Arterial 1700 35 4498 2071 2063 1.209 12 1 Major Arterial 1700 35 4499 2323 2402 0.521 11 1 Major Arterial 1700 4 4500 2402 2323 0.52 1 11 1 Major Arterial 1700 4 4501 2153 2291 0.374 11 1 Principal Arterial 1600 4 4502 2291 2153 0.374 11 1 Principal Arterial 1600 4 Page 79 of 91 Appendix C - Page 80 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph)

_____(mi) Width (ft) Lanes Rate______r 4503 238 2130 2.481 11 1 Major Arterial 1700 45 4504 2130 238 2.481 11 1 Major Arterial 1700 45 4505 245 2136 0.488 11 1 Major Arterial 1700 45 4506 2136 245 0.488 11 1 Major Arterial 1700 45 4507 1873 2293 2.045 11 1 Major Arterial 1700 45 4508 2293 1873 2.045 11 1 Major Arterial 1700 45 4509 1988 1995 0.421 12 2 Major Arterial 2850 25 4510 1995 1988 0.421 12 2 Major Arterial 2850 25 4511 2158 2160 1.818 11 1 Principal Arterial 1600 45 4512 2160 2158 1.818 11 1 Principal Arterial 1600 45 4513 2041 2405 1.175 11 1 Collector /Local Road 1700 40 4514 2405 2041 1.175 11 1 Collector! Local Road 1700 40 4515 2239 2358 2.345 11 1 Principal Arterial 1700 45 4516 2358 2239 2.345 11 1 1 Principal Arterial 1700 45 4517 1340 1799 1.472 11 1 Major Arterial 1700 45 4518 1799 1340 1.472 11 1 Major Arterial 1700 45 4519 1913 1914 0.864 12 1 Minor Arterial 1700 25 4520 1914 1913 0.864 12 1 Minor Arterial 1700 25 4521 523 488 1.733 12 2 Freeway 4100 65 4522 489 514 1.763 12 2 Freeway 4100 65 4523 1855 2279 1.872 11 1 Major Arterial 1300 50 4524 2279 1855 1.872 11 1 Major Arterial 1300 50 4525 1646 2089 1.457 11 1 Collector/I Local Road 1700 40 4526 2089 1646 1.457 11 1 1 Collector / Local Road 1700 40 4527 2142 2143 0.252 11 1 Major Arterial 1700 45 4528 2143 2142 0.252 11 1 Major Arterial 1700 45 4529 2141 2143 2.373 11 1 Collector/ Local Road 1700 40 4530 2143 2141 2.373 11 1 Collector I Local Road 1700 40 4531 230 2388 2.587 11 2 Principal Arterial 3700 50 4532 2099 2117 3.285 11 1 Major Arterial 1200 45 4533 2117 2099 3.285 11 1 Major Arterial 1200 45 4534 2091 2345 1.3 11 1 Collector / Local Road 1700 40 4535 2345 2091 1.3 11 1 Collector / Local Road 1700 40 4536 2048 2049 0.489 12 1 1 Minor Arterial 1100 30 4537 2049 2048 0.489 12 1 Minor Arterial 1100 30 4538 *2328 2329 0.693 11 1 Collector/I Local Road 1200 40 4539 2329 2328 0.693 11 1 Collector / Local Road 1200 40 4540 2195 2196 0.136 11 1 Collector /Local Road 1700 40 4541 2196 2195 0.136 11 1 Collector/ Local Road 1700 40 4542 252 2268 3.276 11 1 Major Arterial 1200 45 4543 2268 252 3.276 11 1 Major Arterial 1200 45 4544 356 346 2.796 12 2 Freeway 4100 60 4545 352 351 2.681 12 2 Freeway 4100 60 4546 1859 2463 0.164 10 1 Collector! Local Road 800 15 4547 2463 1859 0.164 10 1 Collector!/ Local Road 800 15 4548 2174 2414 0.227 11 1 Major Arterial 1700 45 4549 2414 2174 0.227 11 1 Major Arterial 1700 45 4550 2178 2182 0.153 11 1 Major Arterial 1700 40 4551 2182 2178 0.153 11 1 Major Arterial 1700 40 4552 2077 2352 0.944 12 1 Major Arterial 1700 35 4553 2352 2077 0.944 12 1 Major Arterial 1700 35 4554 2193 2231 0.956 11 1 Principal Arterial 1700 45 4555 2231 2193 0.956 11 1 Principal Arterial 1700 45 4556 2190 2231 0.762 11 1 1 Collector!I Local Road 1 1700 40 4557 2231 2190 0.762 11 1 Collector! Local Road 1700 40 4558 2070 2076 2.302 10 1 Collector! Local Road 800 15 4559 2076 2070 2.302 10 1 1Collector /Local Road 800 15 Page 80 of 91 Appendix C - Page 81 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 4560 1984 2248 1.309 11 1 Minor Arterial 1700 40 4561 2248 1984 1.309 11 1 Minor Arterial 1700 40 4562 608 2205 0.29 11 1 Principal Arterial 1700 45 4563 2205 608 0.29 11 1 Principal Arterial 1700 45 4564 2183 2185 1.804 11 1 Major Arterial 1200 40 4565 2185 2183 1.804 11 1 Major Arterial 1200 40 4566 2028 2025 0.427 10 1 Collector/I Local Road 800 15 4567 2023 2029 0.37 11 1 Major Arterial 1700 45 4568 2029 2023 0.37 11 1 Major Arterial 1700 45 4569 2157 2160 3.229 11 1 Collector/ Local Road 1200 40 4570 2160 2157 3.229 11 1 Collector /Local Road 1200 40 4571 956 984 2.133 11 2 Principal Arterial 3400 45 4572 987 956 1.692 11 2 Principal Arterial 3400 45 4573 1372 1546 0.985 11 1 Minor Arterial 1200 40 4574 1546 1372 0.985 11 1 Minor Arterial 1200 40 4575 672 316 0.412 12 2 Freeway 4100 60 4576 673 314 0.316 12 2 Freeway 4100 60 4577 2240 2243 0.722 12 2 Freeway 4100 60 4578 2242 2241 0.729 12 2 Freeway 4100 60 4579 2022 2316 0.895 11 1 Collector/I Local Road 1700 40 4580 2316 2022 0.895 11 1 Collector/I Local Road 1700 40 4581 2125 2129 1.501 11 1 Major Arterial 1700 45 4582 2129 2125 1.501 11 1 Major Arterial 1700 45 4583 2049 2326 2.988 11 1 Minor Arterial 1200 40 4584 2326 2049 2.988 11 1 Minor Arterial 1200 40 4585 1537 2448 1.59 11 2 Minor Arterial 3300 45 4586 2448 1537 1.59 11 2 Minor Arterial 3300 45 4587 1936 672 0.519 12 1 Freeway 2050 55 4588. 314 682 0.593 12 1 Freeway 2050 55 4589 684 1936 0.104 12 2 Freeway 4100 60 4590 682 683 0.113 12 2 Freeway 4100 60 4591 2192 2200 0.543 11 1 Major Arterial 1200 45 4592 2200 2192 0.543 11 1 Major Arterial 1200 45 4593 2111 2124 1.05 11 1 Collector /Local Road 1700 40 4594 2124 2111 1.05 11 1 Collector /Local Road 1700 40 4595 2044 2296 1.896 12 1 Major Arterial 1100 35 4596 2296 2044 1.896 12 1 Major Arterial 1100 35 4597 428 2296 0.728 1 12 2 Major Arterial 2850 35 4598 2296 428 0.728 12 2 Major Arterial 2850 35 4599 2236 2412 1.497 11 1 Collector / Local Road 1200 40 4600 2412 2236 1.497 11 1 Collector! Local Road 1200 40 4601 547 538 2.948 12 2 Freeway 4100 65 4602 534 665 2.931 12 2 Freeway 4100 65 4603 2418 2417 0.227 11 1 Ramp 1500 45 4604 1897 1945 0.52 11 2 Principal Arterial 3700 50 4605 1945 1897 0.52 11 2 Principal Arterial 3700 50 4606 1942 117 0.266 11 1 Major Arterial 1200 45 4607 102 123 2.705 12 2 Freeway 4100 65 4608 ,1930 1931 0.582 11 1 Principal Arterial 1700 45 4609 1931 1930 0.582 11 1 Principal Arterial 1700 45 4610 2375 2421 0.573 12 1 Major Arterial 1100 25 4611 2421 2375 0.573 12 1 Major Arterial 1100 25 4612 1956 2421 0.594 12 1 Major Arterial 1700 25 4613 2421 1956 0.594 12 1 Major Arterial 1700 25 4614 1931 1950 0.765 11 1 Principal Arterial 1700 45 4615 1950 1931 0.765 11 1 Principal Arterial 1700 45 4616 1924 1926 1.115 11 1 Major Arterial 1700 45 Page 81 of 91 Appendix C - Page 82 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ ______ (mi) Width (ft) Lanes Rate________

4617 1926 1924 1.115 11 1 Major Arterial 1700 45 4618 1963 2375 2.722 11 1 Major Arterial 1200 45 4619 2375 1963 2.722 11 1 Major Arterial 1200 45 4620 82 86 2.098 12 2 Freeway 4100 65 4621 90 2426 4.402 11 1 Minor Arterial 1200 40 4622 2426 90 4.402 11 1 Minor Arterial 1200 40 4623 1947 1948 0.09 11 1 Principal Arterial 1700 45 4624 12422 2423 0.187 11 2 Principal Arterial 3400 45 4625 2423 2422 0.187 11 2 Principal Arterial 3400 45 4626 85 2422 1.478 11 2 Principal Arterial 3400 45 4627 2422 85 1.478 11 2 Principal Arterial 3400 45 4628 1946 1953 0.195 11 1 Collector / Local Road 1700 40 4629 1953 1946 0.195 11 1 Collector / Local Road 1700 40 4630 100 89 5.216 12 2 Freeway 4100 65 4631 1955 1951 0.221 12 2 Principal Arterial 3400 25 4632 89 649 1.992 12 2 Freeway 4100 65 4633 1959 1946 0.78 11 1 Principal Arterial 1700 45 4634 1562 1581 0.666 11 1 Major Arterial 1700 45 4635 1581 1562 0.666 11 1 Major Arterial 1700 45 4636 1019 1567 0.536 11 1 Minor Arterial 1700 40 4637 1567 1019 0.536 11 1 Minor Arterial 1700 40 4638 1944 2364 1.563 11 2 Principal Arterial 3400 45 _

4639 2364 1944 1.563 11 2 Principal Arterial 3400 45 4640 94 1942 4.008 11 1 Minor Arterial 1200 40 4641 1942 94 4.008 11 1 Minor Arterial 1200 40 4642 145 734 4.134 11 2 Major Arterial 3300 45 _

4643 734 145 4.134 11 2 Major Arterial 3300 45 4644 103 99 0.84 12 1 Freeway 2050 55 4645 148 149 4.339 12 1 Principal Arterial 1600 35 4646 149 148 4.339 12 1 Principal Arterial 1600 35 4647 1518 706 0.577 12 1 Freeway 2050 55 4648 1019 1569 0.194 11 1 Minor Arterial 1700 40 4649 1569 1019 0.194 11 1 Minor Arterial 1700 40 4650 616 2429 2.007 11 1 1 Minor Arterial 1200 40 4651 2429 616 2.007 11 1 Minor Arterial 1200 40 4652 2267 2429 4.24 11 1 Minor Arterial 1200 40 4653 2429 2267 4.24 11 1 Minor Arterial 1200 40 14654 500 2429 0.545 11 1 Major Arterial 1200 45 4655 2429 500 0,545 11 1 Major Arterial 1200 45 4656 614 615 2.452 11 1 Minor Arterial 1200 40 4657 615 614 2.452 11 1 Minor Arterial 1200 40 4658 2266 2430 0.726 11 2 Principal Arterial 3400 45 4659 2430 2266 0.726 11 2 Principal Arterial 3400 45 4660 613 2430 4.355 11 2 Principal Arterial 3400 45 4661 2430 613 4.355 11 2 Principal Arterial 3400 45 4662 571 644 1.379 11 2 Major Arterial 3400 50 4663 644 571 1.379 11 2 Major Arterial 3400 50 4664 379 2267 0.896 11 1 Minor Arterial 1200 40 4665 2267 379 0.896 11 1 Minor Arterial 1200 40 4666 1403 1746 0.681 11 1 Minor Arterial 1700 40 4667 1746 1403 0.681 11 1 Minor Arterial 1700 40 4668 1420 1782 1.094 11 1 Collector/I Local Road 1700 40 4669 1782 1420 1.094 11 1 Collector /Local Road ___1700 40 4670 1175 2434 2.68 12 2 Freeway 4100 65 4671 2264 2265 1.099 12 1 Principal Arterial 1700 35 4672 2265 2264 1.099 12 1 Principal Arterial 1700 35 4673 1463 1669 1.416 -11 f 1 Principal Arterial 1700 45 Page 82 of 91 Appendix C - Page 83 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS (mph) 4674 1669 1463 1.416 11 1 Principal Arterial 1700 45 4675 2440 2437 0.493 12 2 Freeway 4100 55 4676 2439 1753 0.782 12 2 Freeway 4100 60 4677 2388 2440 0.833 12 2 Freeway 4100 60 4678 2244 2416 6.158 10 1 Collector/ Local Road 800 15 4679 2416 2244 6.158 10 1 Collector/Local Road 800 15 4680 2136 2137 1.895 11 1 Major Arterial 1700 45 4681 2137 2136 1.895 11 1 Major Arterial 1700 45 4682 4683 511 679 0.182 11 2 Principal Arterial 3400 45 678 512 0.138 11 2 Principal Arterial 3400 45 4684 1428 1502 1.594 11 1 Minor Arterial 1200 40 4685 1502 1428 1.594 11 1 Minor Arterial 1200 40 4686 607 2000 0.741 11 1 Major Arterial 1700 40 4687 4688 2000 607 0.741 11 1 Major Arterial 1700 40 2451 2448 0.886 11 2 Minor Arterial 3300 45 4689 1353 1357 1.299 11 1 Major Arterial 1700 45 4690 1357 1353 1.299 11 1 Major Arterial 1700 45 4691 2454 1066 0.766 11 2 Minor Arterial 3300 40 4692 2191 2192 2.587 11 1 Minor Arterial 1200 40 4693 2192 2191 2.587 11 1 Minor Arterial 1200 40 4694 2191 2297 1.467 11 1 Minor Arterial 1700 40 4695 2297 2191 1.467 11 1 Minor Arterial 1700 40 4696 2264 2289 0.279 11 1 Collector/ Local Road 1700 40 4697 2289 2264 0.279 11 1 Collector/ Local Road 1700 40 4698 588 2297 0.644 11 1 Major Arterial 1700 45 4699 2297 588 0.644 11 1 Major Arterial 1700 45 4700 542 562 2.918 12 2 Freeway 4100 60 4701 564 545 2.909 12 2 Freeway 4100 60 4702 544 503 4.585 12 2 Freeway 4100 60 4703 501 541 4.627 12 2 Freeway 4100 60 4704 465 2152 4.681 11 1 Minor Arterial 1200 40 4705 2152 465 4.681 11 1 Minor Arterial 1200 40 4706 416 466 2.71 11 2 Principal Arterial 3400 45 4707 4708 466 416 2.71 11 2 Principal Arterial 3400 45 2179 2416 2.923 10 1 Collector/ Local Road 800 15 4709 2416 2179 2.923 10 1 Collector/ Local Road 800 15 4710 2194 2359 0.498 11 1 Collector / Local Road 1700 40 4711 2359 2194 0.498 11 1 Collector I Local Road 1700 40 4712 597 2238 1.108 11 1 Major Arterial 1700 45 4713 2238 597 1.108 11 1 Major Arterial 1700 45 4714 2223 2311 0.977 11 1 Collector/ Local Road 1700 45 4715 2311 2223 0.977 11 1 Collector/ Local Road 1700 45 4716 2219 2311 0.451 11 1 Collector/ Local Road 1200 45 4717 2311 2219 0.451 11 1 Collector / Local Road 1200 45 4718 2175 2202 2.914 11 1 Major Arterial 1700 45 4719 2202 2175 2.914 11 1 Major Arterial 1700 45 4720 558 613 1.562 11 2 Major Arterial 3400 50 4721 613 558 1.562 11 2 Major Arterial 3400 50 4722 614 2354 3.051 11 1 Major Arterial 1200 45 4723 2354 614 3.051 11 1 Major Arterial 1200 45 4724 543 2430 8.096 12 1 Minor Arterial 1100 35 4725 2430 543 8.096 12 1 Minor Arterial 1100 35 4726 373 383 0.33 12 2 Freeway 4100 65 4727 574 2431 1.565 11 1 Major Arterial 1700 45 4728 2431 574 1.565 11 1 Major Arterial 1700 45 4729 559 560 7.4 11 2 Major Arterial 3400 50 4730 560 559 7.4 11 2 Major Arterial 3400 50 Page 83 of 91 Appendix C - Page 84 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

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

4731 374 1732 1.779 11 1 Major Arterial 1200 45 4732 1732 374 1.779 11 1 Major Arterial 1200 45 4733 1731 1732 0.753 11 1 Major Arterial 1700 45 4734 1732 1731 0.753 11 1 Major Arterial 1700 45 4735 384 471 4.185 12 1 Minor Arterial 1100 35 4736 471 384 4.185 12 1 Minor Arterial 1100 35 4737 1766 2258 4.201 11 2 Major Arterial 3300 45 4738 2258 1766 4.201 11 2 Major Arterial 3300 45 4739 497 2258 3.249 11 2 Major Arterial 3300 45 4740 2258 497 3.249 11 2 Major Arterial 3300 45 4741 1809 1833 4.693 12 2 Freeway 4100 65 4742 1525 1805 4.54 12 2 Freeway 4100 65 4743 1529 1812 1.822 12 2 Freeway 4100 65 4744 1808 1505 1.793 12 2 Freeway 4100 65 4745 845 933 3.421 12 2 Freeway 4100 65 4746 935 850 3.232 12 2 Freeway 4100 65 4747 2263 2459 0.786 10 1 Collector / Local Road 800 15 4748 2459 2263 0.786 10 1 Collector / Local Road 800 15 4749 708 1775 2.389 12 2 Freeway 4100 65 4750 381 1342 3.999 12 2 Freeway 4100 65 4751 1341 373 3.948 12 2 Freeway 4100 65 4752 1747 1338 8.146 12 2 Freeway 4100 65 4753 1334 1332 8.036 12 2 Freeway 4100 65 4754 1329 1840 6.731 12 2 Freeway 4100 65 4755 1318 1327 6.778 12 2 Freeway 4100 65 4756 1275 1528 2.955 12 2 Freeway 4100 65 4757 1157 1271 2.761 12 2 Freeway 4100 65 4758 146 2257 0.633 11 1 Principal Arterial 1700 45 4759 2257 146 0.633 11 1 Principal Arterial 1700 45 4760 1853 2433 1.196 12 2 Freeway 4100 65 4761 2434 1193 1.856 12 2 Freeway 4100 65 4762 1208 1281 8.796 12 2 Freeway 4100 65 4763 1277 1210 7.039 12 2 Freeway 4100 65 4764 1507 808 1.522 12 2 Freeway 4100 60 4765 799 771 1.35 12 2 Freeway 4100 60 4766 165 703 3.057 12 2 Freeway 4100 55 4767 1786 167 1.577 12 2 Freeway 4100 55 4768 709 710 0.457 12 4 Freeway 8200 65 4769 1242 177 13.51 12 2 Freeway 4100 65 4770 172 1243 5.725 12 2 Freeway 4100 65 4771 941 686 0.958 11 2 -Major Arterial 3300 45 4772 693 940 0.96 11 2 Major Arterial 3300 45 4773 1010 1028 0.837 11 2 Minor Arterial 3300 40 4774 11028 1010 0.837 11 2 Minor Arterial 3300 40 4775 778 1531 2.362 11 2 Major Arterial 3300 45 4776 1531 778 2.362 11 2 Major Arterial 3300 45 4777 779 1348 0.768 11 1 Major Arterial 1700 45 4778 1348 779 0.768 11 1 Major Arterial 1700 45 4779 1534 1854 0.439 11 1 Major Arterial 1200 45 4780 1854 1534 0.439 11 1 Major Arterial 1200 45 4781 801 1356 1.533 11 1 Major Arterial 1700 45 4782 1356 801 1.533 11 1 Major Arterial 1700 45 4783 887 1356 1.644 11 1 Minor Arterial 1700 40 4784 1356 887 1.644 11 1 Minor Arterial 1700 40 4785 1541 1737 2.599 11 1 Principal Arterial 1700 45 4786 1737 1541 2.599 11 1 Principal Arterial 1700 45 4787 1368 1542 0.572 11 2 Major Arterial 3300 45 Page 84 of 91 Appendix C - Page 85 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#-od -Nde Length Lane Number of Roda ye Saturation Flow F(mh Link#

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

4788 1542 1368 0.572 11 2 Major Arterial 3300 45 4789 1252 720 0.66 12 2 Freeway 4100 60 4790 1662 1668 1.7 11 1 Minor Arterial 1700 40 4791 1668 1662 1.7 11 1 Minor Arterial 1700 40 4792 701 848 0.6 12 2 Freeway 4100 65 4793 1050 1043 2.504 12 2 Freeway 4100 65 4794 1215 1118 4.336 12 2 Freeway 4100 65 4795 1117 1224 4.54 12 2 Freeway 4100 65 4796 1363 1540 0.931 11 1 Major Arterial 1200 45 4797 1540 1363 0.931 11 1 Major Arterial 1200 45 4798 1376 1543 0.784 11 1 Major Arterial 1700 45 4799 1543 1376 0.784 11 1 Major Arterial 1700 45 4800 1041 1576 1.05 11 1 -MinorArterial 1700 40 4801 1576 1041 1.05 11 1 Minor Arterial 1700 40 4802 1743 702 0.66 12 2 Freeway 4100 65 4803 1381 1544 2.033 11 1 Principal Arterial 1600 50 4804 1544 1381 2.033 11 1 Principal Arterial 1600 50 4805 1626 1642 3.223 11 1 Major Arterial 1300 55 4806 1642 1626 3.223 11 1 Major Arterial 1300 55 4807 882 1548 2.38 11 1 Principal Arterial 1700 45 4808 1548 882 2.38 11 1 Principal Arterial 1700 45 4809 1153 1410 1.334 11 1 Minor Arterial 1700 40 4810 1410 1153 1.334 11 1 Minor Arterial 1700 40 4811 173 1844 11.564 12 2 Freeway 4100 65 4812 1145 1762 1.757 12 2 Freeway 4100 60 4813 1736 1636 1.363 12 2 Freeway 4100 60 4814 1824 176 11.283 12 2 Freeway 4100 65 4815 1099 1744 0.491 12 4 Freeway 8200 65 4816 1512 704 1.628 12 2 Freeway 4100 65 4817 928 961 0.998 12 2 Freeway 4100 65 4818 1864 1866 3.668 11 1 Major Arterial 1200 45 4819 1866 1864 3.668 11 1 Major Arterial 1200 45 4820 1878 1917 0.458 11 1 Major Arterial 1700 45 4821 1917 1878 0.458 11 1 Major Arterial 1700 45 4822 233 2283 0.912 11 1 Minor Arterial 1700 40 4823 2283 233 0.912 11 1 Minor Arterial 1700 40 4824 483 1982 1.186 11 1 Major Arterial 1700 45 4825 1982 483 1.186 11 1 Major Arterial 1700 45 4826 1989 1991 0.628 11 1 Major Arterial 1700 45 4827 1991 1989 0.628 11 1 Major Arterial 1700 45 4828 2241 661 0.931 12 2 Freeway 4100 60 4829 251 633 6.896 12 2 Freeway 4100 65 4830 331 2269 4.24 11 1 Major Arterial 1300 55 4831 2269 331 4.24 11 1 Major Arterial 1300 55 4832 350 1883 1.448 11 1 Major Arterial 1700 45 4833 1883 350 1.448 11 1 Major Arterial 1700 45 4834 1905 1906 0.785 11 1 Major Arterial 1200 45 4835 1906 1905 0.785 11 1 Major Arterial 1200 45 4836 627 669 0.78 1 12 2 Freeway 4100 65 4837 637 266 0.907 12 2 Freeway 4100 65 4838 451 446 1.981 12 2 Freeway 4100 55 4839 448 658 1.951 12 2 Freeway 4100 55 4840 2335 2336 1.98 11 1 Major Arterial 1200 45 4841 12336 2335 1.98 11 1 Major Arterial 1200 45 4842 462 2240 1.037 12 2 Freeway 4100 60 4843 304 655 3.801 12 2 Freeway 4100 65 4844 2397 1902 0.523 11 1- Major Arterial 1200 45 Page 85 of 91 Appendix C - Page 86 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle Data Table IlandNGSRoadway Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-Nde

1. D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhr) _

4845 1901 1937 0.286 11 1 Major Arterial 1200 45 4846 2206 2210 0.257 11 1 Principal Arterial 1700 45 4847 2210 2206 0.257 11 1 Principal Arterial 1700 45 4848 1324 2438 0.85 12 2 Freeway 4100 55 4849 732 743 3.141 12 2 Freeway 4100 65 4850 747 1769 3.223 12 2 Freeway 4100 65 4851 805 860 1.835 12 2 Freeway 4100 65 4852 862 818 1.967 12 2 Freeway 4100 65 4853 815 761' 3.561 12 2 Freeway 4100 65 4854 758 794 3.594 12 2 Freeway 4100 65 4855 160 1241 23.451 12 2 Freeway 4100 65 4856 825 883 1.041 12 2 Freeway 4100 60 4857 891 829 0.998 12 1 2 Freeway 4100 60 4858 1198 1214 2.89 12 2 Freeway 4100 65 4859 1229 1206 2,766 12 2 Freeway 4100 65 4860 200 1276 8.36 12 2 Freeway 4100 65 4861 1284 204 4.609 12 2 Freeway 4100 65 4862 642 1872 1.214 12 1 Minor Arterial 1700 30 4863 1872 642 1.214 12 1 Minor Arterial 1700 30 4864 2488 638 60.367 12 2 Freeway 4100 65 4865 639 2488 60.377 12 2 Freeway 4100 65 4866 2288 2488 72.142 12 2 Freeway 4100 65 4867 2488 2288 72.142 12 2 Freeway 4100 65 4868 937 1366 0.911 11 1 Major Arterial 1700 45 4869 1366 937 0.911 11 1 Major Arterial 1700 45 4870 1395 1557 0.802 12 1 Major Arterial 1700 35 4871 1557 1395 0.802 12 1 Major Arterial 1700 35 4872 1407 1626 2.399 11 1 Major Arterial 1300 55 4873 1626 1407 2.399 11 1 Major Arterial 1300 55 4874 1546 1571 3.622 11 1 Minor Arterial 1200 40 4875 1571 1546 3.622 11 1 Minor Arterial 1200 40 4876 1394 1601 3.194 11 1 Minor Arterial 1700 40 4877 1601 1394 3.194 11 1 Minor Arterial 1700 40 4878 1434 1625 4.068 11 1 Minor Arterial 1200 40 4879 1625 1434 4.068 11 1 Minor Arterial 1200 40 4880 1642 1670 3.42 11 1 Major Arterial 1300 55 _

4881 1670 1642 3.42 11 1 Major Arterial 1300 55 4882 1713 1722 7.417 11 1 Miinor Arterial 1200 40 4883 1722 1713 7.417 11 1 Minor Arterial 1200 40 4884 212 1873 2.479 11 1 Major Arterial 1700 45 4885 1873 212 2.479 11 1 Major Arterial 1700 45 4886 1880 2300 3.628 11 1 Minor Arterial 1200 40 4887 2300 1880 3.628 11 1 Minor Arterial 1200 40 4888 1893 1909 1.105 11 1 Minor Arterial 1700 40 4889 1909 1893 1.105 11 1 Minor Arterial 1700 40 4890 1895 2278 1.262 12 1 Major Arterial 1700 25 4891 2278 1895 1.262 12 1 Major Arterial 1700 25 4892 1863 2403 1.587 10 1 Collector! Local Road 800 15 4893 2403 1863 1.587 10 1 Collector ILocal Road 800 15 4894 2272 2473 6.481 10 1 Collector/ Local Road 800 15 4895 2473 2272 6.481 10 1 Collector!/ Local Road 800 15 4896 150 1957 1.28 11 1 Principal Arterial 1600 50 4897 1957 150 1.28 11 1 Principal Arterial 1600 50 4898 156 2363 3.722 11 2 Principal Arterial 3400 45 4899 2363 156 3.722 11 2 Principal Arterial 3400 45 4900 1364 1369 0.381 10 1 Collector!/ Local Road 800 15 4901 1369 1364 0.381 10 1 Collector!/Local Road 800 15 Page 86 of 91 Appendix C - Page 87 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roda ye Saturation Flow F(mh Lin U-Nde

1. D-Nde (mJi Wdth (ft) Lanes Roda ye Rate (vehlhr) FS(mh 492 1686 1820 1.129 12 1 Major Arterial 1700 25 4903 1820 1686 1.129 12 1 Major Arterial 1700 25 4904 1466 1686 1.272 11 1 Major Arterial 1700 45 4905 1686 1466 1.272 11 1 Major Arterial 1700 45 4906 1472 2469 0.791 10 1 Collector / Local Road 800 15 4907 2469 1472 0.791 10 1 Collector / Local Road 800 15 4908 1476 1477 0.748 11 1 Minor Arterial 1700 40 4909 1477 1476 0.748 11 1 Minor Arterial 1700 40 4910 1722 2472 2.736 10 1 Collector / Local Road 800 15 4911 2472 1722 2.736 10 1 Collector/I Local Road 800 15 4912 81 1362 2.214 11 1 Major Arterial 1200 45 4913 1362 81 2.214 11 1 Major Arterial 1200 45 4914 1735 2444 2.356 11 1 Minor Arterial 1200 40 4915 2444 1735 2.356 11 1 Minor Arterial 1200 40 4916 252 1862 6.047 11 1 Minor Arterial 1200 40 4917 1862 252 6.047 11 1 Minor Arterial 1200 40 4918 1953 2420 0.757 12 2 Principal Arterial 3400 25 4919 1951 1953 0.749 12 2 Principal Arterial 3400 25 4920 2420 1959 0.269 12 2 Principal Arterial 3400 25 4921 1703 2489 4.56 11 1 Majo r Arterial 1300 55 4922 2489 1703 4.56 11 1 Major Arterial 1300 55 4923 2490 2374 9.513 12 2 Freeway 4100 65 4924 2489 2490 0.122 12 1 Minor Arterial 1500 31 4925 148 1963 1.026 11 1 Principal Arterial 1600 45 4926 1963 148 1.026 11 1 Principal Arterial 1600 45 4927 1934 1935 0.253 12 1 Principal Arterial 1600 35 4928 1935 1934 0.253 12 1 Principal Arterial 1600 35 4929 333 1858 0.454 12 1 Major Arterial 1700 35 4930 1858 333 0.454 12 1 Major Arterial 1700 35 4931 347 675 2.632 12 2 Freeway 4100 60 4932 634 342 2.538 12 2 Freeway 4100 60 4933 394 362 5.897 12 2 Freeway 4100 60 4934 626 389 5.986 12 2 Freeway 4100 60 4935 300 1882 3.21 11 1 Minor Arterial ___1700 40 4936 1882 300 3.21 11 1 Minor Arterial ___1700 40 4937 899 1924 1.637 11 1 Principal Arterial ___1700 45 4938 1924 899 1.637 11 1 Principal Arterial 1700 45 4939 1926 1962 0.298 10 1 Collector/I Local Road 800 15 4940 1962 1926 0.298 10 1 Collector/I Local Road 800 15 4941 2171 2310 5.035 11 1 Principal Arterial 1600 45 4942 2310 2171 5.035 11 1 Principal Arterial 1600 45 4943 2160 2161 6.855 11 1 Major Arterial 1200 45 4944 2161 2160 6.855 11 1 Major Arterial 1200 45 4945 1670 2489 1.181 11 1 Major Arterial 1300 55 4946 2489 1670 1.181 11 1 Majo rArterial 1300 55 4947 1846 2490 9.406 12 2 Freeway 4100 65 4948 957 960 1.11 11 2 Minor Arterial 3300 40 4949 960 957 1.11 11 2 Minor Arterial 3300 40 4950 1031 1044 0.195 11 2 Minor Arterial 3300 40 4951 1356 1854 2.476 11 1 Major Arterial 1700 45 4952 1854 1356 2.476 11 1 Major Arterial 1700 45 4953 1423 1604 2.184 11 1 Minor Arterial 1700 40 4954 1604 1423 2.184 11 1 Minor Arterial 1700 40 4955 957 1371 2.7 11 1 Minor Arterial 1700 40 496 1371 957 2.7 11 1 1 Minor Arterial 1700 40 497 1038 1560 2.607 11 1 Minor Arterial 1700 40 498 1560 1038 2.607 11 1 Minor Arterial 1700 40 Page 87 of 91 Appendix C - Page 88 of 104

Appendix C Three Mile Island NGS Appedix Thre Network Mle IlandNGSRoadway 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) FF(mh 4959 1416 1619 2.018 11 1 Minor Arterial 1700 40 _

4960 1619 1416 2.018 11 1 Minor Arterial 1700 40 _

4961 2169 2416 19.049 10 1 Collector /Local Road 1500 30 4962 2416 2169 19.049 10 1 Collector/ Local Road 1500 30 4963 431 660 1.234 12 2 Freeway 4100 60 4964 613 2201 2.757 11 2 Major Arterial 3400 50 4965 2201 613 2.757 11 2 Major Arterial 3400 50 4966 677 436 1.283 12 2 Freeway 4100 60 4967 837 881 1.346 11 2 Major Arterial 3300 45 4968 788 1794 0.439 11 2 Major Arterial 3300 45 _

4969 907 1798 1.766 11 2 Major Arterial 3300 45 _

4970 991 1006 0.326 11 2 Minor Arterial 3300 40 4971 1007 992 0.327 11 2 Minor Arterial 3300 40 4972 1028 1086 0.723 11 2 Minor Arterial 3300 40 4973 1086 1028 0.723 11 2 Minor Arterial 3300 40 4974 1660 1199 0.097 12 1 Ramp 1500 35 4975 1244 1248 0.462 12 2 Freeway 4100 60 4976 1349 1533 0.906 11 1 Major Arterial 1200 45 4977 1533 1349 0.906 11 1 Major Arterial 1200 45 4978 1560 1566 3.187 11 1 Minor Arterial 1700 40 4979 1566 1560 31187 11 1 Minor Arterial 1700 40 4980 1569 1020 0.191 11 1 Minor Arterial 1700 40 _

4981 1019 1037 0.191 10 2 Collector/ Local Road 1600 15 4982 1037 1019 0.191 1 10 2 Collector /Local Road 1600 15 4983 1628 1640 1.468 11 2 Principal Arterial 3400 45 4984 1501 1677 1.488 11 1 Major Arterial 1700 45 _

4985 1677 1501 1.488 11 1 Major Arterial 1700 45 _

4986 1645 1683 2.869 11 1 Minor Arterial 1700 40 4987 1683 1645 2.869 11 1 Minor Arterial 1700 40 4988 1258 1273 6.53 11 1 Major Arterial 1200 45 _

4989 1273 1258 6.53 11 1 Major Arterial 1200 45 4990 755 1348 0.295 11 1 Major Arterial 1200 45 4991 1348 755 0.295 11 1 Major Arterial 1200 45 4992 787 788 0.204 11 2 Major Arterial 3300 45 4993 788 787 0.204 11 2 Major Arterial 3300 45 4994 1403 1745 0.979 1 11 1 Principal Arterial 1700 45 4995 1745 1403 0.979 11 1 Principal Arterial 1700 45 4996 1106 1414 1.602 11 2 Principal Arterial 3400 45 4997 1414 1106 1.602 11 2 Principal Arterial 3400 45 4998 1621 1622 1.351 11 1 Major Arterial 1700 50 _

4999 1622 1621 1.351 11 1 Major Arterial 1700 50 5000 1501 1638 1.62 11 -1 Major Arterial 1700 45 5001 1638 1501 1.62 11 1 Major Arterial 1700 45 5002 1247 1668 1.263 11 1 Minor Arterial 1700 40 5003 1668 1247 1.263 11 1 Minor Arterial 1700 40 5004 1320 1755 1.091 11 1 Major Arterial 1700 45 5005 1755 1320 1.091 11 1 Major Arterial 1700 45 5006 1496 1717 2.868 11 1 Major Arterial 1200 45 5007 1717 1496 2.868 .11 1 Major Arterial 1200 45 5008 1754 1321 0.945 12 2 Freeway 4100 55 5009 1323 1841 1.259 12 2 Freeway 4100 55 5010 1102 1600 0.014 11 1 Minor Arterial 1700 40 5011 1600 1102 0.014 11 1 Minor Arterial 1700 40 5012 1785 1784 0.085 11 1 Minor Arterial 1700 40 5013 333 624 2.553 11 1 Major Arterial 1700 45 5014 624 333 2.553 11 1 Major Arterial 1700 45 5015 1981 1987 1.008 11 2 Major Arterial 3300 45 Page 88 of 91 Appendix C - Page 89 of 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 5016 1987 1981 1.008 11 2 Major Arterial 3300 45 5017 2020 2252 1.164 11 1 Major Arterial 1700 45 5018 2252 2020 1.164 11 1 Major Arterial 1700 45 5019 1990 2250 1.627 11 1 Minor Arterial 1700 40 5020 2250 1990 1.627 11 1 Minor Arterial 1700 40 5021 1985 2008 2.012 11 1 Principal Arterial 1700 45 5022 2008 1985 2.012 11 1 Principal Arterial 1700 45 5023 2010 2009 0.224 1 11 1 Principal Arterial 1700 45 5024 2008 2011 0.207 11 1 Principal Arterial 1700 45 5025 2011 2008 0.207 11 1 Principal Arterial 1700 45 5026 2013 2011 0.2 19 11 1 Principal Arterial 1700 45 5027 1980 2013 1.159 11 1 Collector/ Local Road 1700 40 5028 2013 1980 1.159 11 1 Collector /Local Road 1700 40 5029 2016 2017 0.151 11 1 Collector/ Local Road 1700 40 5030 2017 2016 0.151 11 1 Collector/ Local Road 1700 40 5031 2012 2014 0.156 11 1 Collector/ Local Road 1700 40 5032 2014 2012 0.156 11 1 Collector/ Local Road 1700 40 5033 2020 2021 0.505 11 1 Collector / Local Road 1700 40 5034 2021 2020 0.505 11 1 Collector / Local Road 1700 40 5035 2025 2026 0.433 10 1 Collector / Local Road 800 15 5036 2080 2139 3.859 11 1 Major Arterial 1200 45 5037 2139 2080 3.859 11 1 Major Arterial 1200 45 5038 2105 2106 2.556 11 1 Collector/ Local Road 1700 40 5039 2106 2105 2.556 11 1 Collector/ Local Road 1700 40 5040 2115 2401 1.347 10 1 Collector/ Local Road 800 15 5041 2401 2115 1.347 10 1 Collector/ Local Road 800 15 5042 2122 2226 0.787 12 1 Major Arterial 1700 25 5043 2226 2122 0.787 12 1 Major Arterial 1700 25 5044 2085 2123 1.108 11 1 Major Arterial 1700 40 5045 2123 2085 1.108 11 1 Major Arterial 1700 40 5046 2128 2479 1.766 10 1 Collector/ Local Road 800 15 5047 2479 2128 1.766 10 1 -Collector / Local Road 800 15 5048 2124 2342 1.129 11 1 Major Arterial 1700 40 5049 2342 2124 1.129 11 1 Major Arterial 1700 40 5050 2137 2138 2.67 10 1 Collector /Local Road 800 15 5051 2138 2137 2.67 10 1 Collector /Local Road 800 15 5052 274 2307 2.892 11 2 Principal Arterial 3700 50 5053 2158 2291 5.862 11 1 Collector/ Local Road 1200 40 5054 2291 2158 5.862 11 1 Collector/ Local Road 1200 40 5055 2193 2199 0.485 11 1 Major Arterial 1700 45 5056 2199 2193 0.485 11 1 Major Arterial 1700 45 5057 2198 2361 0.733 1 11 1 Collector/I Local Road 1700 40 5058 2361 2198 0.733 11 1 Collector / Local Road 1700 40 5059 1984 2199 3.042 11 1 Collector/ Local Road 1700 40 5060 2199 1984 3.042 11 1 Collector/ Local Road 1700 40 5061 2204 2205 0.423 11 1 Principal Arterial ___1700 45 5062 2205 2204 0.423 11 1 Principal Arterial ___1700 45 5063 2203 2206 0.916 11 1 Principal Arterial ___1700 45 5064 2206 2203 0.916 11 1 Principal Arterial 1700 45 5065 1983 2199 4.058 11 1 Major Arterial ___1700 45 5066 2199 1983 4.058 11 1 Major Arterial 1700 45 5067 2207 2210 0.388 12 1 Principal Arterial 1700 35 5068 2210 2207 0.388 12 1 Principal Arterial ___1700 35 5069 2207 2208 0.499 11 1 Principal Arterial 1700 45 5070 2208 2207 0.499 11 1 Principal Arterial 1700 45 5071 2240 2308 1.663 11 1 Collector / Local Road 1700 40 5072 2308 2240 1.663 11 1 Collector / Local Road 1700 40 Page 89 of 91 Appendix C - Page 90Oof 104

Appendix C Three Mile Island NGS AppedixThre Network Mle IlandNGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 5073 2030 2214 1.906 11 1 Major Arterial 1700 45 5074 2214 2030 1.906 11 1 Major Arterial 1700 45 5075 2034 2211 0.888 11 1 Principal Arterial 1700 45 5076 2211 2034 0.888 11 1 Principal Arterial 1700 45 5077 2201 2223 8.204 11 1 Collector / Local Road 1200 45 5078 2223 2201 8.204 11 1 Collector / Local Road 1200 45 5079 2235 2412 0.531 11 1 Collector /Local Road 1700 40 5080 2412 2235 0.531 11 1 Collector!/ Local Road 1700 40 5081 2001 2009 1.417 11 1 Collector! Local Road 1700 40 5082 2009 2001 1.417 11 1 Collector/ Local Road 1700 40 5083 1982 1988 1.342 12 2 MaJor Arterial 2850 25 5084 1988 1982 1.342 12 2 Major Arterial 2850 25 5085 2254 276 2.899 11 2 Principal Arterial 3700 50 5086 1985 1986 0.307 11 2 Principal Arterial 3400 45 5087 1986 1985 0.307 11 2 Principal Arterial 3400 45 5088 2234 2255 1.761 11 1 Collector/I Local Road 1700 40 5089 2255 2234 1.761 11 1 Collector/I Local Road 1700 40 5090 447 2316 1.057 11 2 Principal Arterial 3700 50 5091 1857 2285 1.099 11 1 Major Arterial 1700 45 5092 2285 1857 1.099 11 1 Major Arterial 1700 45 5093 2315 438 1.044 11 2 Principal Arterial 3700 50 5094 2202 2338 4.328 11 1 Collector / Local Road 1700 40 5095 2338 2202 4.328 11 1 Collector/I Local Road 1700 40 5096 2035 2232 2.105 11 1 Collector/ Local Road 1700 40 5097 2232 2035 2.105 11 1 Collector! Local Road 1700 40 5098 2035 2005 0.316 11 1 Collector!/ Local Road 1700 40 5099 1422 1618 0.091 11 2 Principal Arterial 3400 45 5100 1618 1422 0.091 11 2 Principal Arterial 3400 45 5101 1420 1618 1.147 11 1 Collector/ Local Road 1700 40 5102 1618 1420 1.147 11 1 Collector/ Local Road 1700 40 5103 276 2229 0.725 11 1 Collector! Local Road 1700 40 5104 2229 276 0.725 11 1 Collector!/ Local Road 1700 40 5105 1928 1929 1.408 11 1 Principal Arterial 1700 45 5106 1929 1928 1.408 11 1 Principal Arterial 1700 45 5107 150 155 0.972 11 1 Principal Arterial 1600 50 5108 152 150 1.173 11 1 Principal Arterial 1600 50 5109 967 1374 0.576 11 1 Collector /Local Road 1700 40 5110 1374 967 0.576 11 1 Collector /Local Road 1700 40 5111 1687 1768 1.209 11 1 Major Arterial 1700 45 5112 1768 1687 1.209 11 1 Major Arterial 1700 45 5113 1716 1726 3.253 11 1 Major Arterial 1200 45 5114 1726 1716 3.253 11 1 Major Arterial 1200 45 5115 1500 1726 3.989 11 1 Major Arterial 1200 45 5116 1726 1500 3.989 11 1 Major Arterial 1200 451 5117 1500 1728 4.541 11 1 Major Arterial 1200 45 5118 1728 1500 4.541 11 1 Major Arterial 1200 45 5119 1498 1792 4.411 11 1 Major Arterial 1200 45 5120 1792 1498 4.411 11 1 Major Arterial 1200 45 5121 1946 1947 0.774 11 1 Principal Arterial 1700 45 5122 2315 2405 2.179 11 1 Collector/ Local Road 1700 40 5123 2405 2315 2.179 11 1 Collector! Local Road 1700 40 5124 2096 2097 2.825 11 1 Major Arterial 1200 45 5125 2097 2096 2.825 11 1 Major Arterial 1200 45 5126 2110 2111 1.526 10 1 Collector /Local Road 800 15 5127 2111 2110 1.526 10 1 Collector/ Local Road 800 1 5128 2126 2303 2.562 11 1 Major Arterial 1300 55 5129 2303 2126 2.562 11 1 Major Arterial 1300 55 Page 90 of 91 Appendix C - Page 91 of 104

Appendix C Three Mile Island NGS Roadway Network Data Table Length Lane Number of Roadway Type Saturation Flow Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) FFS_(mph 5130 2126 2148 2.884 10 1 Collector/Local Road 800 15 5131 2148 2126 2.884 10 1 Collector/Local Road 800 15 5132 1345 2292 1.588 11 1 Minor Arterial 1200 40 5133 1 2292 1345 1.588 11 1 Minor Arterial 1200 40 Page 91 of 91 Appendix C - Page 92 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 164 2211803.1 321973.7 Signalized - Flashing 165 2211329.6 322017.84 Two-way yield 166 2211382.2 321747.95 Two-way yield 167 2211287.1 321961.82 Diverge - Uncontrolled 168 2211444.7 321774.3 Diverge - Uncontrolled 169 2211108.9 321456.01 Two-way stop 170 2211753.5 321106.56 Two-way yield 171 2212950.1 320890.15 Diverge - Uncontrolled 172 2213486.9 321244.47 Two-way yield 173 2213132.6 321378.14 Diverge - Uncontrolled 174 2212173.6 320809.52 Diverge - Uncontrolled 175 2212564 320888.03 Two-way yield 176 2212534.3 321284.79 Diverge - Uncontrolled 177 2213837 321238.11 Diverge - Uncontrolled 178 2212247.8 320147.55 Diverge - Uncontrolled 179 2212207.5 320756.48 Diverge - Uncontrolled 180 2211944.4 320580.38 Diverge - Uncontrolled 181 2213433.6 319935.29 Two-way yield 182 2213474.4 319965.16 Two-way yield 183 2212243.6 320045.71 Two-way yield 184 2212819.9 319411.14 Two-way yield 185 2212582.3 319256.34 Two-way yield 186 2212610.8 319286.21 Two-way yield 187 2212919 319272.63 Diverge - Uncontrolled 188 2213389.9 318809.08 Two-way yield 189 2216656.2 315764.71 Diverge - Uncontrolled 190 2217065.7 315790.18 Diverge - Uncontrolled 191 2216664.7 315942.94 Two-way stop 192 2216800.5 315720.16 Two-way yield 193 2217496.4 315348.86 Diverge - Uncontrolled 194 2216749.6 315491.01 Two-way stop 195 2217305.5 315382.81 Two-way yield 196 2216787.8 315459.19 Two-way yield 197 2289697.8 310405.52 Diverge - Uncontrolled 198 2289730.9 310518.23 Two-way yield 199 2289479 310183.4 Two-way yield 200 2288686.6 310751.95 Two-way yield 202 2289760.8 310004.38 Diverge - Uncontrolled 203 2289349.7 309629.77 Diverge - Uncontrolled 204 2288812.6 310485.08 Diverge - Uncontrolled 205 2223454.8 309605.81 Two-way yield 206 2223146.5 310225.75 Diverge - Uncontrolled 208 2223066.9 309450 Two-way yield 209 2223133.2 309436.74 Two-way yield Page 1 of 12 Appendix C - Page 93 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 210 2289386.1 309374.5 Two-way yield 213 2224134.4 309198.04 Two-way yield 214 2224194.1 309178.15 Two-way yield 215 2290430.4 309079.45 Diverge - Uncontrolled 216 2223839.4 308989.19 Two-way yield 217 2290523.2 308804.29 Two-way yield 218 2224044.9 308611.26 Diverge - Uncontrolled 219 2224900.5 306865.71 Two-way yield 220 2225708.6 305614.9 Two-way yield 222 2225660.9 305317.86 Diverge - Uncontrolled 223 2225962.1 304187.22 Two-way yield 224 2225908.2 304688.64 Diverge - Uncontrolled 225 2226972.2 302593.15 Two-way yield 227 2228484.3 299697.54 Diverge - Uncontrolled 228 2227791.5 301096.13 Two-way yield 229 2228518.9 300040.75 Two-way yield 231 2302489.1 297670.11 Signalized - Actuated 232 2301454.3 298301.65 Two-way yield 233 2302147 297240.47 Signalized - Flashing 234 2301388 298251.93 Diverge - Uncontrolled 235 2230342.9 296834.87 Two-way yield 236 2229981.4 297204.89 Diverge - Uncontrolled 237 2229804.9 296799.22 Two-way yield 238 2229677.1 297282.97 Two-way stop 239 2229939 296817.89 Diverge - Uncontrolled 240 2229961 296726.23 Two-way yield 241 2229894.8 296749.1 Two-way yield 242 2303049.7 296656.5 Two-way yield 243 2303223.7 296656.5 Diverge - Uncontrolled 244 2235279.8 292245.31 Two-way yield 245 2235379.5 292258.04 Signalized - Flashing 246 2234683.6 292682.38 Two-way yield 247 2234934 292126.49 Signalized - Flashing 248 2234632.7 292646.31 Diverge - Uncontrolled 249 2234668.8 292098.91 Diverge - Uncontrolled 250 2235016.7 292007.68 Two-way yield 251 2235475 291816.72 Two-way yield 252 2257970.3 291706.13 Two-way stop 303 2244648.4 273238.86 Diverge - Uncontrolled 304 2243901.9 274807.57 Two-way yield 309 2244170.5 274488.12 Signalized - Actuated 332 2299339.5 267277.45 Signalized - Actuated 365 2250569.9 252054.37 Two-way yield 366 2250395.8 252791.99 Diverge - Uncontrolled Page 2 of 12 Appendix C - Page 94 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 367 2251303.4 252157.97 Signalized - Flashing 368 2250255 251859.6 Signalized - Actuated 369 2250665.2 251826.45 Two-way yield 370 2250806.1 251250.44 Diverge - Uncontrolled 371 2251336.5 251917.62 Diverge - Uncontrolled 419 2253136 241569.35 Diverge - Uncontrolled 420 2253215.6 241739.08 Two-way stop 421 2252820.5 241143.62 Signalized - Flashing 422 2252841.6 242166.08 Diverge - Uncontrolled 424 2253117.4 241158.27 Two-way yield 426 2253236.8 240657.01 Diverge - Uncontrolled 427 2253414.5 241447.35 Diverge - Uncontrolled 430 2253308.4 240248.58 Two-way yield 604 2225931.4 305500.86 Two-way stop 606 2251510.6 252215.98 Two-way yield 607 2253273.9 242030.82 Diverge - Uncontrolled 631 2244204.5 274543.28 Two-way yield 632 2243958.3 274157.66 Signalized - Actuated 633 2243732.8 274956.75 Diverge - Uncontrolled 642 2287482 297534.94 Two-way stop 652 2213340.6 318900.74 Diverge - Uncontrolled 654 2230090.9 297187.49 Diverge - Uncontrolled 655 2235532.3 291850.67 Diverge - Uncontrolled 703 2209111.6 326779.73 Diverge - Uncontrolled 705 2229827.1 336449.16 Diverge - Uncontrolled 707 2229603 340252.17 Two-way yield 708 2229530.9 340245.8 Diverge - Uncontrolled 715 2235861 337877.92 Diverge - Uncontrolled 716, 2234265.5 336974.54 Two-way yield 717 2234193.8 337014.8 Diverge - Uncontrolled 719 2252790.6 327111.33 Two-way yield 899 2286467.9 354572.22 Signalized - Flashing 912 2278466.6 353211.31 Two-way yield 913 2278689.3 353075.52 Diverge - Uncontrolled 915 2278409.3 352967.31 Two-way yield 936 2275417.6 348876.67 Signalized -Actuated 937 2275197.4 348767.93 Signalized - Flashing 956 2271692.2 346556.73 Diverge - Uncontrolled 958 2227999.6 346892.06 Two-way yield 960 2228477 345809.99 Signalized - Flashing 961 2227989 346754.15 Diverge - Uncontrolled 965 2228010.2 345762.25 Signalized - Flashing 966 2227239.2 345676.8 Diverge - Uncontrolled 975 2228622.8 344680.18 Two-way yield Page 3 of 12 Appendix C - Page 95 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 976 2228657.4 344740.16 Diverge - Uncontrolled 978 2264358.1 343955.34 Diverge - Uncontrolled 980 2264539.4 342916.95 Signalized - Actuated 981 2264489.9 342885.66 Signalized - Actuated 983 2264624.5 342217.68 Two-way yield 984 2265569.3 342010.81 Diverge - Uncontrolled 986 2265812 341713.77 Two-way yield 987 2265649.9 342033.6 Diverge - Uncontrolled 988 2265195.9 341662.85 Two-way yield 989 2264800.4 341684.92 Diverge - Uncontrolled 990 2265055 341577.98 Diverge - Uncontrolled 993 2260400.8 341334.45 Two-way stop 994 2264978.6 341413.34 Two-way yield 995 2265277.4 341562.71 Diverge - Uncontrolled 996 2264639.2 341145.15 Two-way yield 997 2264622.2 341847.86 Diverge - Uncontrolled 999 2264591.6 341039.92 Diverge - Uncontrolled 1000 2265912.2 341749.42 Two-way yield 1012 2249222.6 339754.31 Signalized - Flashing 1015 2253226.3 339543.28 Two-way yield 1016 2240414.7 339768.45 Signalized - Flashing 1017 2261530.7 339086.8 Two-way stop 1018 2262528.8 339383.84 Diverge - Uncontrolled 1022 2229653.1 338882.74 Diverge - Uncontrolled 1023 2258987.5 338805.24 Two-way yield 1024 2259082.5 338874.83 Diverge - Uncontrolled 1025 2261664.8 338791.46 Signalized - Flashing 1026 2262486.3 339285.39 Two-way yield 1027 2259053.7 338769.6 Two-way yield 1029 2258155.8 338744.13 Diverge - Uncontrolled 1030 2258515.6 338716.98 Two-way yield 1032 2258997.5 338454.71 Signalized - Flashing 1033 2230156.3 338450.5 Diverge - Uncontrolled 1034 2229931.1 338753.32 Two-way yield 1035 2229692.4 338365.73 Two-way yield 1036 2229746.8 338364.37 Diverge - Uncontrolled 1038 2230357.7 338179.16 Diverge - Uncontrolled 1040 2230108.4 338155.3 Two-way yield 1041 2229574.3 338095.51 Signalized - Flashing 1042 2223487.2 337925.05 Two-way yield 1043 2223061.2 338197.72 Diverge - Uncontrolled 1061 2229734.2 337069.1 Diverge - Uncontrolled 1065 2226579.2 336823.91 Two-way yield 1066 2227048.7 336906.13 Diverge - Uncontrolled Page 4 of 12 Appendix C - Page 96 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1067 2229780.6 336800.57 Diverge - Uncontrolled 1068 2229774 337079.04 Two-way yield 1071 2227732.9 336654.18 Diverge - Uncontrolled 1072 2229900 336634.81 Two-way yield 1073 2225475.9 336630.31 Diverge - Uncontrolled 1074 2226064.7 336701.92 Diverge - Uncontrolled 1076 2226162.8 336571.96 Two-way yield 1077 2228858.9 336455.78 Diverge - Uncontrolled 1083 2228980.9 336415.99 Two-way yield 1089 2228903.4 336335.3 Diverge - Uncontrolled 1092 2232830.1 336082.75 Two-way stop 1093 2232952.7 336473.94 Diverge - Uncontrolled 1095 2229757 335917.42 Two-way stop 1096 2229784.2 335966.31 Two-way yield 1097 2229765.7 335858.76 Two-way yield 1098 2229903.3 335361.79 Diverge - Uncontrolled 1101 2229961.9 335178.73 Two-way stop 1105 2230494.4 334250.1 Two-way stop 1107 2220075.1 332777.55 Signalized - Flashing 1110 2232557.7 332636.71 Two-way yield 1111 2231054.8 333906.96 Two-way yield 1112 2231991.1 332414.14 Two-way yield 1113 2231139.7 333676.22 Diverge - Uncontrolled 1117 2232985.6 331602.25 Two-way yield 1118 2233054.5 331655.29 Diverge - Uncontrolled 1167 2208241.7 327771.63 Signalized - Actuated 1168 2208339.9 328317.97 Diverge - Uncontrolled 1170 2251157.9 327583.74 Two-way stop 1172 2256287.6 327370.54 Signalized - Flashing 1175 2253163.6 327136.19 Diverge - Uncontrolled 1180 2256307 326930.25 Signalized - Flashing 1182 2208809.3 327617.8 Signalized - Actuated 1183 2251220.1 326854.4 Two-way stop 1184 2244434.7 326808.38 Two-way yield 1185 2244402.4 327281.06 Two-way yield 1193 2245237.6 326517.01 Diverge - Uncontrolled 1198 2243703.1 326322.76 Two-way yield 1200 2256443 326321.6 Two-way yield 1201 2257045.2 326580.6 Diverge - Uncontrolled 1205 2245567.8 325966.64 Diverge - Uncontrolled 1206 2243690.1 326238.59 Diverge - Uncontrolled 1207 2255430.4 325944.6 Diverge - Uncontrolled 1208 2256002.7 326315.13 Two-way yield 1209 2254856.6 326574.13 Diverge - Uncontrolled Page 5 of 12 Appendix C - Page 97 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1210 2257537.3 325959.01 Diverge - Uncontrolled 1211 2256352.3 325680.58 Signalized -Actuated 1212 2245797.1 325419.9 Two-way yield 1213 2245693.5 324997.21 Two-way stop 1214 2238261.3 325166.11 Diverge - Uncontrolled 1215 2236573.9 325630.23 Two-way yield 1216 2237412.7 324436.77 Two-way yield 1217 2237150.8 324632.36 Diverge - Uncontrolled 1219 2237101 324174.87 Diverge - Uncontrolled 1220 2237130.9 324413.56 Two-way yield 1221 2237280.1 324082.05 Diverge - Uncontrolled 1222 2237299.9 324287.59 Diverge - Uncontrolled 1223 2236779.5 323889.77 Two-way yield 1224 2236696.6 325308.66 Diverge - Uncontrolled 1225 2237233.6 323979.28 Diverge - Uncontrolled 1226 2237044.7 324065.47 Two-way yield 1228 2237372.9 323710.75 Diverge - Uncontrolled 1229 2238304.4 325126.32 Two-way yield 1230 2236386.2 323626 Signalized - Flashing 1231 2236571 323663.3 Two-way yield 1232 2236826.3 323590.37 Two-way yield 1233 2237303.3 323680.91 Diverge - Uncontrolled 1234 2236441.7 323348.36 Diverge - Uncontrolled 1238 2237515.2 323102.07 Two-way yield 1239 2237483.4 323009.25 Diverge - Uncontrolled 1240 2236303.5 322831.87 Diverge - Uncontrolled 1241 2238324.1 322762.6 Diverge - Uncontrolled 1242 2236926.4 322523.9 Two-way yield 1243 2236703.6 322433.73 Diverge - Uncontrolled 1245 2273740.8 320984.01 Two-way stop 1259 2264556.1 317818.84 Two-way stop 1261 2244699 317114.03 Diverge - Uncontrolled 1262 2245086.8 317573.79 Two-way yield 1264 2245089.7 317432.43 Diverge - Uncontrolled 1265 2245442.4 316969.76 Diverge - Uncontrolled 1266 2266439.1 317679.12 Two-way stop 1267 2266091.3 316351.43 Two-way yield 1268 2266054 316227.11 Two-way yield 1276 2268156.1 315519.8 Diverge - Uncontrolled 1277 2266038.8 315500.38 Two-way yield 1280 2265598.9 315000.7 Diverge - Uncontrolled 1281 2264400.6 316031.32 Diverge - Uncontrolled 1282 2265743.7 314992.12 Two-way stop 1283 2265831.3 314952.4 Two-way yield Page 6 of 12 Appendix C - Page 98 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1284 2267696.3 315409.73 Two-way yield 1285 2265718.2 314879.67 Two-way yield 1286 2265553.5 314261.7 Signalized - Actuated 1371 2239857.5 348951.76 Two-way stop 1381 2282223.6 344986.95 Signalized - Actuated 1382 2240982 344304.11 Two-way yield 1383 2273828 344221.68 Signalized - Flashing 1388 2266561.3 342117.55 Signalized - Flashing 1394 2272198.2 340609.03 Two-way yield 1399 2240833.4 337821.7 Two-way stop 1402 2223578 337250.21 Signalized - Flashing 1405 2222065.6 336849.43 Two-way stop 1406 2219409.3 336919.04 Two-way stop 1408 2229145 334503 Two-way stop 1410 2259417.2 333096.07 Two-way stop 1415 2234274.9 332801.22 Two-way stop 1417 2232345.2 331159.62 Signalized - Flashing 1419 2229523.5 331191.79 Two-way stop 1421 2223001.7 330854.49 Two-way stop 1426 2222220.8 329821.64 Two-way stop 1428 2251087.3 328334.74 Signalized - Flashing 1430 2203675 328143.25 Signalized - Flashing 1432 2211072.7 327493.03 Two-way stop 1433 2212918.1 327646.81 Two-way stop 1443 2235086 326159.08 Signalized - Flashing 1444 2242242.9 324632.4 Two-way stop 1448 2251809.4 323403.49 Two-way stop 1451 2265318.5 323018.33 Two-way stop 1452 2240680.3 321499.87 Two-way stop 1456 2240488.1 320366.75 Two-way stop 1459 2237117 320060.85 Two-way yield 1461 2255128.9 319220.61 Two-way stop 1466 2254989 317890.01 Signalized- Actuated 1470 2260274.5 316200.11 Two-way stop 1472 2253102.7 315531.27 Signalized - Actuated 1475 2264106.4 314866.99 Two-way stop 1476 2252969.6 314922.46 Two-way stop 1478 2252845.3 314616.85 Signalized - Flashing 1482 2263774.4 314266.28 Two-way stop 1493 2258554.6 305643.89 Two-way stop 1497 2256913.7 304140.23 Two-way stop 1511 2224228.1 337929.19 Two-way yield 1512 2225502 337233.57 Two-way yield 1513 2229160.7 336618.23 Two-way yield Page 7 of 12 Appendix C - Page 99 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1514 2228938.6 336644.76 Two-way yield 1515 2233569.8 336760.35 Two-way yield 1516 2230927.7 336541.99 Diverge - Uncontrolled 1517 2230665.8 336575.14 Diverge - Uncontrolled 1518 2230244.8 336038.08 Diverge - Uncontrolled 1519 2231491.3 336333.13 Two-way yield 1520 2230034.7 335194.2 Two-way yield 1521 2230026 335968.46 Two-way yield 1522 2230101.1 335210.12 Diverge - Uncontrolled 1527 2208353.1 328405.49 Diverge - Uncontrolled 1536 2278526 353030.97 Two-way stop 1537 2274742.5 352179.96 Signalized - Actuated 1539 2274630.2 350431.23 Two-way stop 1540 2270022.7 350228.41 Signalized - Actuated 1541 2276592.5 349481.36 Signalized - Flashing 1546 2278348.8 345078 Signalized - Actuated 1547 2275851.3 344833.44 Signalized - Actuated 1550 2273941.9 343913.11 Two-way stop 1553 2276096.8 342223.56 Signalized - Actuated 1557 2277100.9 341444.57 Two-way stop 1558 2259306.5 341230.85 Signalized - Actuated 1560 2240812.1 340694.34 Two-way stop 1561 2255000 340611.81 Two-way stop 1563 2247224.1 340289.28 Two-way stop 1566 2248670.9 339947.39 Two-way stop 1568 2245937.2 339868.41 Two-way stop 1571 2278650.8 339575.08 Two-way stop 1572 2248032.3 339325.73 Two-way stop 1574 2240533.9 338890.07 Signalized - Flashing 1575 2265766.9 338773.13 Two-way stop 1576 2224731 338541.61 Signalized - Flashing 1577 2230225.1 338168.56 Signalized - Flashing 1579 2240192.1 337440.92 Two-way stop 1580 2222000.9 337328.58 Signalized - Flashing 1584 2233899.1 337096.43 Two-way stop 1585 2233944.9 337113.4 Two-way yield 1586 2224088.5 337077.82 Signalized - Flashing 1587 2217193.7 337041.35 Signalized - Flashing 1590 2218347.9 336919.68 Signalized - Flashing 1591 2263426.1 336308.25 All-way stop 1594 2218903.2 335473.44 Two-way stop 1596 2251371.8 335097.93 Two-way stop 1597 2235182 335194.16 Two-way stop 1598 2233006.9 335001.94 Signalized - Flashing Page 8 of 12 Appendix C - Page 100 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1601 2271283.7 334563.85 Two-way stop 1602 2229873.2 334508.1 Signalized - Flashing 1603 2271159.4 334360.8 Two-way stop 1604 2226525 334204.36 Signalized - Flashing 1605 2259758.6 334120.43 Two-way stop 1606 2216170.2 334021.35 Two-way stop 1610 2251541.7 332694.1 Two-way stop 1612 2231748.3 332302.85 Signalized - Flashing 1613 2244681.6 333820.9 Two-way stop 1615 2266472.4 331646.18 Two-way stop 1616 2219090.5 331487.02 Two-way stop 1619 2239173.4 330962.33 Two-way stop 1624 2266817.4 330029.98 Two-way stop 1625 2282167.7 329872.99 Two-way stop 1626 2282440.9 332736.13 Two-way stop 1637 2263725.6 328216.99 Two-way stop 1639 2272975.2 328102.18 Two-way stop 1641 2211849.7 327921.99 Two-way stop 1642 2283848 327749.25 Two-way stop 1643 2282677.3 327878.75 Two-way stop 1644 2208414.1 327726.54 Two-way yield 1646 2214431.6 327740.56 Two-way stop 1647 2245522.5 327423.5 Signalized - Flashing 1648 2224906.9 327388.45 Two-way stop 1654 2238469.9 326973.5 Two-way stop 1655 2240263.5 326960.55 Two-way stop 1656 2268543.4 326938.7 Two-way stop 1663 2246352.3 325274.86 Two-way stop 1664 2247270.8 325254.4 Two-way stop 1665 2263408.9 325180.85 Two-way stop 1666 2240454.1 324596.42 All-way stop 1671 2251809.7 322056.32 Two-way stop 1673 2238399 321711.96 Two-way stop 1675 2241641.4 321499.87 Two-way stop 1676 2235247.7 321094.62 Signalized - Actuated 1680 2243098.3 320680.38 Two-way stop 1681 2243917.8 320235.23 Two-way stop 1682 2268123.8 318110.21 Two-way stop 1686 2253051.7 317283.95 Signalized - Actuated 1694 2250850 316136.62 Signalized - Flashing 1698 2250763.8 315553.15 All-way stop 1708 2256771.5 312211.25 Two-way stop 1715 2260709.5 307404.26 Two-way stop 1719 2200134.1 305379.04 All-way stop Page 9 of 12 Appendix C - Page 101 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 1720 2256794.2 304571.47 Two-way stop 1722 2262369.2 303765.29 Two-way stop 1733 2244692.2 317078.39 Signalized - Flashing 1734 2245435.6 316930.72 Two-way stop 1735 2281042 359081.56 Two-way stop 1737 2285624.2 354108.05 All-way stop 1772 2228447.8 336617.56 Diverge - Uncontrolled 1773 2229740.9 336266.83 Diverge - Uncontrolled 1774 2230321 336343.08 Two-way yield 1775 2230393.8 336736.98 Diverge - Uncontrolled 1778 2247565.9 316596.66 Two-way yield 1786 2208912.7 327095.33 Two-way yield 1828 2245716.3 318710.97 Two-way yield 1829 2245675.5 318751.71 Diverge - Uncontrolled 1846 2237515.9 322595.86 Two-way yield 1849 2246033.3 324993.07 Diverge - Uncontrolled 1853 2246808.2 326625.79 Two-way yield 1863 2275058.4 296738.7 Two-way stop 1864 2269867.5 281798.58 Two-way stop 1865 2271937.4 279249.54 Two-way stop 1871 2291062 297113.21 Signalized - Actuated 1872 2288953.1 298819.57 Signalized - Flashing 1873 2287084.9 302212.76 Signalized - Flashing 1874 2286000.6 298296.4 Two-way stop 1879 2303542.8 299068.29 Two-way stop 1880 2301092 308106.94 Two-way stop 1887 2306627.7 267985.4 Two-way stop 1892 2299584.9 281548.78 Two-way stop 1913 2291092.6 301802.89 Two-way stop 1914 2288274.6 300124.92 Signalized-Actuated 1916 2277507.6 293780.46 Two-way stop 1966 2283004 291631.02 Two-way stop 1978 2249203.3 251562.27 Signalized - Actuated 1997 2251082.1 240584.54 Signalized - Flashing 2000 2253069.9 243773.22 Signalized - Actuated 2036 2248645.9 246008.99 Two-way stop 2040 2254556.3 251119.02 Signalized - Actuated 2041 2258465 248504.52 Two-way stop 2044 2266231.3 247708.36 Two-way stop 2046 2264683.4 249241.76 Signalized - Actuated 2052 2255478.2 259280.99 Two-way stop 2058 2256148.3 264025.45 Signalized - Actuated 2060 2255481.4 264239.12 Two-way stop 2061 2249408 266346.54 Two-way stop Page 10 of 12 Appendix C - Page 102 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 2063 2256449 266188.86 Signalized - Actuated 2065 2264585.5 263270.92 Two-way stop 2066 2265637.7 262259.21 Two-way stop 2067 2266338.3 263327.83 Two-way stop 2070 2257311.7 274452.95 Two-way stop 2074 2258352.9 283252.97 Two-way stop 2076 2256556.2 281286.2 Two-way stop 2077 2256895.6 284100.27 Two-way stop 2080 2250048.5 288531.74 Two-way stop 2082 2251857 289581.33 Two-way stop 2083 2252084.1 286663.12 Two-way stop 2086 2215560.9 321907.31 Two-way stop 2088 2214499 320750.63 Signalized - Flashing 2089 2216911.8 323040.83 Signalized - Flashing 2093 2216178.9 316409.71 Two-way stop 2095 2218075.7 313730.62 Two-way stop 2096 2211843.4 310161.3 All-way stop 2097 2216912.9 311067.91 Two-way stop 2102 2219977.6 309746.5 All-way stop 2104 2216730.3 292247.38 All-way stop 2107 2229389.7 307078.63 Two-way stop 2111 2228560.9 303983.61 Two-way stop 2112 2226288.2 306832.58 Two-way stop 2113 2226009.8 307156.33 Two-way stop 2114 2225464.8 304452.44 Signalized - Flashing 2117 2243915.8 306198.29 Two-way stop 2118 2247943.4 300000.51 Two-way yield 2124 2229222.4 300001.86 Signalized -Actuated 2126 2210846.7 298074.66 Two-way stop 2127 2222905.8 299678.1 Two-way stop 2129 2222962 299921.91 Two-way stop 2131 2222532 299385.42 Two-way stop 2135 2233725.2 292338.6 Two-way stop 2136 2236549.3 291833.56 Two-way stop 2137 2240729.1 290976.44 Two-way stop 2139 2243650.4 290457.94 Two-way stop 2140 2241753.4 288674.8 Two-way stop 2141 2208432.3 319629.65 Two-way stop 2143 2208624.9 315039.89 Two-way stop 2145 2209095.3 312481.32 Two-way stop 2155 2208631.8 286822.94 Two-way stop 2160 2201300.7 267258.37 Signalized - Flashing 2161 2215362.8 286339.65 Two-way stop 2163 2242110.7 285108.53 Two-way stop Page 11 of 12 Appendix C - Page 103 of 104

Appendix C Three Mile Island NGS Node Data Table Node # X-Coord Y-Coord Control Type 2172 2230646.6 250319.56 Two-way stop 2174 2243688.1 262279.1 All-way stop 2175 2244771.8 246167.5 Signalized- Flashing 2177 2246571.9 248133.58 All-way stop 2179 2243677.9 263007.53 Two-way stop 2183 2244259.6 274638.76 Two-way stop 2184 2239110.4 288624.22 Two-way stop 2185 2244143.2 281149.28 Two-way stop 2202 2238753.3 239704.52 Signalized - Flashing 2215 2222783.1 241683.3 Two-way stop 2225 2246451.5 300316.49 Two-way stop 2244 2219578.5 291259.07 Two-way stop 2245 2244611.3 273153.99 Two-way yield 2246 2254654.1 253122.83 Signalized -Actuated 2268 2265034 286351.38 Two-way stop 2270 2280459 288943.66 Two-way stop 2272 2290140.2 290229.7 Two-way stop 2275 2292445.4 278034.1 Two-way stop 2281 2300218.5 292864.27 Signalized - Actuated 2303 2208867.9 306624.46 Two-way stop 2334 2249025.3 249828.2 Two-way stop 2342 2229808.7 297648.83 Signalized - Actuated 2343 2229470.3 297924.79 Two-way yield 2345 2224883.6 308641.09 Two-way stop 2405 2261063.2 248738.41 Signalized - Flashing 2433 2249516.9 326937.28 Diverge - Uncontrolled 2434 2248874.6 326970.44 Two-way yield 2444 2284280.4 357321.07 Signalized - Flashing 2445 2284319.4 357271.85 Signalized - Flashing 2446 2278743.5 354703.57 Two-way yield 2447 2278648.4 354340.33 Two-way yield 2448 2277595.4 353695.44 Diverge - Uncontrolled 2449 2278556.8 354448.96 Diverge - Uncontrolled 2450 2278696 354516.86 Signalized - Actuated 2451 2278712.9 354572.87 Signalized - Actuated 2452 2278869.1 354611.91 Diverge - Uncontrolled 2484 2211668.5 322008.72 Diverge - Uncontrolled 2485 2211094.4 321609.62 Diverge - Uncontrolled 2486 2250253.4 252101.91 Diverge - Uncontrolled 2487 2251325.8 251995.51 Diverge - Uncontrolled Note: Coordinatesin NAD83 State Plane Pennsylvania South 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 12 of 12 Appendix C - Page 104 of 104

ARCADIS Appendix D Maps of Average Speed by Hour for Roadway Links - TMI

Evacuation Hour 1 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 1 of 12

Evacuation -our 2 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 2 of 12

Evacuation Hour 3 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 3 of 12

Evacuation Hour 4 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 4 of 12

Evacuation Hour 5

-- Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 5 of 12

Appendix D - Page 6 of 12 Appendix D - Page 7 of 12 Appendix D - Page 8 of 12 Appendix D - Page 9 of 12 Appendix D - Page 10 of 12 Appendix D - Page 11 of 12 Evacuation Hour 12 Avg Speed (mph)

Links

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 12 of 12 i