Text

Attachment 8 - Updated Evacuation Time Estimates for Peach Bottom Atomic Power Station Plume Exposure Pathway and ETE Review Criteria Checklist
	ML13254A122
Person / Time
Site:	Peach Bottom
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: ML13254A122 (179)
	v • d • e

ATTACHMENT 8 Updated Evacuation Time Estimates for Peach Bottom Atomic Power Station Plume Exposure Pathway and ETE Review Criteria Checklist

Peach Bottom Atomic Power Station ETE Review Criteria Checklist

Peach Bottom Table B-I ETE Review Criteria Checklist S*,

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iterio'n Addressed in"<o mns.

ETE,,Analysis7,>

1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area should be described, yes Sect 1.2

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, large employers, and special events should be identified.

yes Sect 2.1, 3

c. Discussion should be presented on use of traffic control y

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 Sect 6.6 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, F

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.

T,

Adressed in.

Comments ETE Analysis

________________________________________(YesiNo)___________________

1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in sect 64 development of a staged evacuation.

yes 1.4 Evacuation Planning Areas

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

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 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 y

justification should be provided for other values, yes Sect 3.1.1

b. Major employers should be listed.

yes Table A-1 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 A-i & A-3 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 r,.

Criterion Addressed in ETE Anayi

,Comments (Yes/No) itemized and totaled for each scenario.

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

yes Sect 3.3

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 yes Sect 3.1.2 dependent residents should be discussed.

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 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 A-4 Special facility staff should be included in the total special 10 W,

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Ciritierion Addressed in Cmet ETE Analysisl (YesINo) facility population.

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

yes Sect 34

c. The number of wheelchair and bed-bound individuals should Table A-6 be provided.

e al

d. An estimate of the number and capacity of vehicles needed yeTal A-to support the evacuation of the facility should be provided.

yes Table A-6

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 & A-4 the evacuation, should be provided. The source of this information should be provided.

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

c. The estimate of high school students who will use their personal vehicle to evacuate should be provided and a basis yes Sect 3. 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.

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

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 yes Figure 1-2 15 mile area beyond the EPZ are provided by sector.

wo

Criterion Addressed in ETE Analysis Comments (Yes/No)

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 3-4 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 yes Sect 4 discussed.

ysSc 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 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 (1P

Criterion Addressed In ETE Analysis "

_o_

_ents (Yes/No) identifies factors that are expressly used in the modeling.

b. The capacity analysis identifies where field information 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.

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

c. Discussion should be provided on how time signal cycle is used in the calculations.

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 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.

N/_meietratohArcs 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 w

Criterion Addressed I n

____ ETE Analysis

_*_'_Comments 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 Sect 5 returning to hotels prior to evacuating.

yes

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 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 passengers should be discussed.

yes Sect 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, yes 1P4=

Criterion Addressed In SETE Analysis

___(Ye/No) and time to drive 'out of the EPZ'should be provided.

i.

Information should be provided to support analysis of return y sS c

trips, if necessaryyes 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 A-6 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 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 speeds.

yes Sect 6.7

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 and MD utilize a "single-lift" trips are needed.

strategy.

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 1P

CrIterton Addemssed In..

ETE Analysis

_______________________________________(YesiNo)___________________

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

4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative y

Sect 5.5 set of model inputs should be provided.

yes

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 used must be in equilibration prior to calculating the ETE yes Sect 5.5 should be provided.

b. The minimum following model outputs should be provided to support review:

yes Sect 6, Table 7-1

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, 1P CD

Criterion Addressed In "ETE Analysis Co.._mments (YesINo),

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 y

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 plan that affect the ETE should be provided.

5.2 Enhancements in Evacuation Time

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

Sect 7

b. A statement or discussion regarding presentation of yes Sect 7 enhancements to local authorities should be provided.

5.3 State and Local Review

a. A list of agencies contacted and the extent of interaction with y

these agencies should be discussed.

yes Sect 2.2

b.

Information should be provided on any unresolved issues yes no unresolved issues that may affect the ETE.

ysn neovdise 5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to y

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 should be provided.

Figure 4-1 Cong. Care is an event specific part of RERP

b.

If return trips are required, assumptions used to estimate N/A not required 0

Criterion Addressed In ETE Analyis (YesINO) 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.

Exelon Technical Reviewer Supervisory Review Date P113*3

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Peach Bottom Atomic Power Station Evacuation Time Estimates

ARCADIS Infrastructure Water Environment Buildings Imagine the result Evacuation Time Estimates for the Peach Bottom Station Plume Exposure Pathway Emergency Planning Zone Prepared for:

Exelon Generation Kennett Square, Pennsylvania Prepared by:

ARCADIS U.S., Inc.

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

B0033739.0000 Date:

I August 2013

Q 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 the Peach Bottom Atomic Power Station (PBAPS) in Peach Bottom Township, Pennsylvania.

The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of PBAPS. The most recent previous study of evacuation time estimates for Peach Bottom 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 PBAPS includes parts of three counties in Pennsylvania (Chester, Lancaster and York) and two counties in Maryland (Harford and Cecil). The resident population of the Peach Bottom EPZ is estimated at 59,632 permanent residents. Based on housing data from the 2010 U.S. Census, the estimated number of seasonal (summer) residents in the Peach Bottom EPZ is 3,714. The 2010 U.S. Census data at Block Group level was used to determine population in each EPZ Sub-Area.

The transient population, which includes large workplaces, recreational facilities and hotels/motels, was estimated at 2,595 persons for a winter weekday and 8,288 persons for a summer weekend.

The special facilities population, including nursing homes and hospitals, was estimated at 478 persons for all scenarios. The estimated population of I schools and day care centers for a winter weekday is 12,006, 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.

E-1

ARCADIS Executive Summary 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 1.94 persons per vehicle, which represents 1.42 vehicles per household.

For the 2003 study, two alternative vehicle demand estimates for the residential population were evaluated, with vehicle occupancy of 1.75 persons per vehicle ("high demand" alternative) and 3.0 persons per vehicle (one vehicle per household). For seasonal (summer) households, population is estimated at 6 persons per household, and vehicle demand at 2 vehicles per household.

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 29,617 (winter night) to 33,597 (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 86,613. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.94 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 8,929 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).

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

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.

E-2

V2 ARCADIS Exe With normal weather, evacuation times for the general population are up to 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months 40 minutes for 90% of vehicles to evacuate the full 10-mile EPZ, and 5 hours5.787037e-5 days 0.00139 hours 8.267196e-6 weeks 1.9025e-6 months 10 minutes for 100% to evacuate. The case with the longest ETEs for the full EPZ is Summer Weekday.

With adverse weather, the predicted ETEs increased by 5 to 10 minutes (Summer) and 10 to 30 minutes (Winter). The ETEs to evacuate only the 2-mile zone are about 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months (90%) and 3:15 (100%), with times varying 5 or 10 minutes by season and time of day. The ETEs to evacuate all zones out to 5-miles are about 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months (90%) and 4 hours4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months (100%).

These times are shorter than the ETEs from the 2003 study, which reflects the use of a more sophisticated traffic model and more detailed roadway network.

Table E-1: Evacuation Time Estimate Summary for Peach Bottom Station EPZ cutive Summary Scenario:

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

Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal Evacuation 90% evacuation time Area 2-mile Zone 2:00 2:05 1:55 1:55 1:55 2:10 1:45 1:45 5-mile Zone 3:00 3:05 2:45 2:45 2:50 3:00 2:35 2:35 10-mile EPZ 3:40 3:50 3:30 3:30 3:35 3:55 3:25 3:20 Evacuation 100% evacuation time Area 2-mile Zone 3:15 3:20 3:00 3:00 3:15 3:30 2:55 2:55 5-mile Zone 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 10-mile EPZ 5:10 5:20 5:00 5:00 5:00 5:15 4:45 4:45 E-3

0 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 Transit-Dependent Permanent Population 3-2 3.2 Seasonal Residents 3-3 3.3 Transient Population 3-4 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 3-6

4. Evacuation Roadway Network 4-1 4.1 Network Definition 4-1

ARCADIS 4.2 Evacuation Route Descriptions 4.3 Characterizing the Evacuation Network

5.

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

6.

Analysis of Evacuation Times 6.1 Evacuation Time Estimate Summary 6.2 Comparison with Previous Study 6.3 All Conditions 6.4 Staged Evacuation Scenarios 6.5 Sensitivity to Population Growth and Roadway Impact 6.5.1 Population Growth 6.5.2 Roadway Impact 6.6 Performance Metrics for Simulation Model 6.7 ETE for Transit-Dependent, Special Facilities and Schools

7.

Traffic Control Recommendations 7.1 General 7.2 Evacuation Access Control Locations 7.3 Traffic Management Locations and Tactics to Facilitate Evacuation Table of Contents 4-1 4-1 5-1 5-1 5-2 5-2 5-2 5-3 5-3 5-4 5-6 5-6 5-7 5-1 6-1 6-1 6-1 6-1 6-2 6-2 6-3 6-3 6-4 7-1 7-1 7-1 7-1 8-1

8.

References ii

ARCADIS Table of Contents Tables Table E-1: Evacuation Time Estimate Summary for Peach Bottom Station EPZ E-3 Table 1-1: Permanent Resident Population in the Peach Bottom EPZ 1-7 Table 1-2: Designated Reception Centers for Evacuation 1-8 Table 1-3: ETE Comparison 1-9 Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 3-8 Table 3-2: Transient Population and Vehicle Demand within the Peach Bottom EPZ 3-9 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Peach Bottom EPZ 3-10 Table 3-4: Summary of Population and Vehicle Demand within the Peach Bottom EPZ 3-11 Table 3-5: Summary of Transportation Resources 3-12 Table 4-1: Peach Bottom EPZ Primary Evacuation Routes 4-3 Table 6-1: Evacuation Times for General Population (90%)

6-6 Table 6-2: Evacuation Times for General Population (100%)

6-7 Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage 1 = 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 55 minutes) 6-8 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-15 Table 6-5: ETE for Special Facilities, Peach Bottom EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-6: ETE for School and Daycare Facilities in Peach Bottom EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) Errorl Bookmark not defined.

Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather) 7-2 iii

ARCADIS Table of Contents Figures Figure 1-1. Peach Bottom Station EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Peach Bottom Atomic Power Station 1-6 Figure 4-1. Designated Evacuation Routes for Peach Bottom Station EPZ 4-4 Figure 5-1. Departure Time Distributions for the Peach Bottom EPZ 5-5 Figure 5-2. Evacuation Modeling and Simulation using PTV Vision Suite 5-6 Figure 6-1. Departure Curves for Stage 2 Zones, Peach Bottom EPZ 6-9 Figure 6-2. Peach Bottom Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-10 Figure 6-3. Peach Bottom Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-11 Figure 6-4. Peach Bottom Predicted Traffic Volume by Link with SR 272 NB north of SR 372 Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-12 Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-13 Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 31,934) 6-14 Appendices A

Transient and Special Facility Population Data B

Telephone Survey of EPZ Residents C

Roadway Network Map and Data Table D

Maps of Roadway Network Showing Average Hourly Travel Speed by Road Link (Full EPZ, Winter Day, Fair Weather) iv

ARCADIS List of Acronyms and Abbreviations Table of Contents 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 PBAPS Peach Bottom Atomic Power Station PEMA Pennsylvania Emergency Management Agency TAR Tone alert radios V

Exelon Generation ARCADIS Peach Bottom Station 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 the Peach Bottom Atomic Power Station (PBAPS) 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 I about 5,000 between 2000 and 2010, which represents a 9% population increase.

(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 14 ARCADIS Peach Bottom Station 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 PBAPS. 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 PBAPS.

The Peach Bottom Station site is located on the west bank of the Susquehanna River in Peach Bottom Township, York County, Pennsylvania, about 2.5 miles north of the Pennsylvania-Maryland border. The location of the plant is shown in Figure 1-1.

The 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 Peach Bottom EPZ consists of the area within an approximate 10-mile radius of PBAPS. The EPZ includes parts of three Pennsylvania counties (Chester, Lancaster and York) and two Maryland counties (Cecil and Harford).

The Peach Bottom EPZ is subdivided into a total of 11 Sub-Areas. As a rule, such Sub-Areas are the basic units for which protective action recommendations are issued.

However, it is understood that current Pennsylvania policy requires the evacuation of the entire EPZ (or in this case, of the entire Pennsylvania portion of the EPZ) if an evacuation is recommended.

Sub-Area boundaries generally follow geographic (township and borough) boundaries, and reflect distance and direction from PBAPS.

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 ERPA within the Peach Bottom EPZ is shown in Figure 1-1.

Table 1-1 compares the EPZ population from the 2010 and the 2000 census.

(A breakdown by Sub-Area was not provided in the 2003 study, so the comparison in Table 1-1 is at the county level.)

Lancaster County has the largest land area in the EPZ and accounts for 41% of the resident population; 22% of the EPZ population resides in Harford County and 20% in York County. The region is predominantly rural in character, with no large cities or towns 1-2

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates located in the EPZ. Population growth in the EPZ between 2000 and 2010 has occurred in all five counties, with the largest growth percentages in Cecil County (14% increase) and Lancaster County (10.5% increase).

The Susquehanna River borders the plant on the northeast and is more than a mile wide as it crosses the EPZ, flowing from northwest to southeast. The river is a barrier to travel within the EPZ, with only one bridge crossing in Pennsylvania and one in Maryland. The area in the immediate plant vicinity is sparsely populated. Fewer than 500 people reside within 2 miles of PBAPS. The zones from 2-5 miles contain about 25% of the EPZ permanent resident population, and the zones beyond 5 miles contain almost 75%.

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 86,613. Most of this population is located to the north of the EPZ, in the area south of Lancaster, PA, and to the south and southeast in Maryland, along the 1-95 corridor. A map showing the population by distance and direction sector within 15 miles of PBAPS 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 Peach Bottom emergency response evacuation plan directs residents of each community within the EPZ to evacuate to specified reception centers. If evacuation 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 within the Pennsylvania portion of the Peach Bottom EPZ 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 communities to designated reception centers.

Reception centers for each Maryland County are also listed in Table 1-2.

For the Maryland portion of the EPZ, the roadway network is designed to utilize all available major roadways, with traffic flow directed radially outward from the PBAPS toward the EPZ boundaries. The roadway network is described in detail in Section 4.

1-3

Exelon Generation

$ ARCADIS Peach Bottom Station Evacuation Time Estimates 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 (1.94 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 almost 9,000 vehicles in the area immediately outside the EPZ. Each of these issues is discussed in detail in following sections of the report.

1-4

S(ERPA 2010 Population P

,ach Bofto (0)

E A

416

%ford (1218)

F~a~'8offionv (0)

B 6,343

[A]

i C

5,361 Fu -50h 36 33

[*~ ~~~o ')tn*,*ED3 Peach Ful(2E 5(599 (4)(416)

West Nottinh (2722)

F 18,936 2(,72.)

2r733 H

601

-i

8. Oakwood (601) 6,439 5,Duln 180 8 akoo 3jý 1,810 E,

oK 11,361 sSun (420)

TOTAL:

59,632 0

2 4

\\* JiLegend es at Z H Peach Bottom Plant ARCP

et*k(26)

_./

,H

d.

10 Miles from Plant jjPTownship Boundary LGEN ERPA Boundary STATION POPUoLA' r=

EPZ Boundary ATO

N'

54Z, UOUTO

-2698 112 16 J

22 1831-40241, 0270 12001 Sector 15-il OUT 1,56 V3-675 20 SetV Diecio 59 510-6 OUT -

3,122 oi WITHIN EPZ OUTSIDE EPZ DI-TANCS POPULATION OISTANC POPULATIAON EPZ 1 112 NA EPZ2 339 NA EPZ 3 1,054 NA EPZ4 2,852 NA EPZ5 4,290 NA EPZ 6 S,04 NA EPZ7 5,898 NA EPZ8 7,740 NA EPZ9 8,657 NA EPZ10 1

8358 OUT1O 35 EPZ11 8,861 OUT 11 2,8 EPZ12 4,602 OUT12 13,062 EPZ 13 985 OUT13 14,39 EPZ14 680 OUT14 22,90 EPZ15 130 OUT15 33,331 EPZ TOTAL:

59,628 OUTTOTAL:

86,617 NOTE:

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

" Plant to 1 mile population not summarized in any sector direction Opwn 5 WUp fl-kan. SO,..

OGIS On*. S-,

A...

dt5: MI41 012.

AtUGIS vl0. Thinase 0 not W

ot m~a1. or W

ntoaoo Md w

05doe u40w of tVS PDF O ARCAIS

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_P ETOS14L Miles

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Peach Bottom EPZ York A (2-mi)

B (5-mi)

C (10-mi)

Peach Bottom township Lower Chanceford twp, Peach Bottom twp, Delta borough Lower Chanceford twp, Fawn twp, Fawn Grove borough County subtotal 416 6,343 5,361 12,120 11,242 7.8%

Lancaster D (2-mi)

Drumore twp, Fulton twp 33 E (5-mi)

Drumore twp, Fulton twp 5,599 F (10-mi)

Providence twp, Quarryville borough, Martic twp, E 18,936 Drumore twp, Little Britain twp County subtotal 22,225 24,568 10.5%

Chester G (10-mi)

West Nottingham twp 2,634 2,733 3.8%

Subtotal - Pennsylvania 36,101 39,421 9.2%

Cecil H (5-mi) 630 601 1 (10-mi) 5,546 6,439 County subtotal 6,176 7,040 14.0%

Harford J (5-mi) 1,886 1,810 K (10-mi) 10,504 11,361 County subtotal 12,390 13,171 6.3%

Subtotal - Maryland 18,566 20,211 8.9%

Peach Bottom EPZ Total 54,667 59,632 9.1%

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

1-7

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation Octorara Middle School, Atglen, PA West Nottingham Township, Chester County Willow Street Career Technology Center, Lancaster County (all municipalities)

Willow Street, PA Susquehannock High School, Glen Rock, PA York County: Delta Borough, Fawn Grove Borough, Fawn Township, Peach Bottom Township Red Lion High School, Red Lion, PA York County: Lower Chanceford Township Fallston High School, Fallston, MD; Harford County EPZ Harford Community College, Churchville, MD Rising Sun High School, Rising Sun, MD; Cecil County EPZ Perryville High School, Perryville, MD 1-8

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2003 ETE Current Study Permanent Residents

- Total population

-54,667

-59,632

- Vehicle occupancy

-Two options (1.75 and 3.0)

-1.94 (persons per vehicle)

Transit-dependent Evacuation of transit-dependent

- Population estimate population was not addressed in

-6,620 (primarily Amish); 54 non-

- Number of buses 2003 study ambulatory

- Number of ambulances

- 236 bus trips

- 14 wheelchair bus, 6 ambulance Transient facilities (winter day/summer weekend)

(winter day/summer weekend)

- Estimated population

- 3,664 / 5,592

-2,595 / 8,288

- Vehicle demand

-2,668 / 2,035

-2,356 / 3,347

- Adjust for double-count

- No adjustment

- No adjustment Special facilities (winter weekday)

(winter weekday)

- Estimated population

-400

-478, 56 non-ambulatory

- Number bus, van

- 15 bus/van

- 16 buses

- Ambulance, other

- Not identified

- 15 ambulance, 9 wheelchair bus Schools (winter weekday)

(winter weekday)

- student population

- 11,455

- 10,779 (day care included)

- Number of buses

-254 buses

-225 buses, 22 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

-Adverse weather weekday only weather for 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 -Transient based on survey alert

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

for 100%

1-9

Exelon Generation V2 ARCADIS Peach Bottom Station 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.

Population 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). A conservative estimate of seasonal population was developed by assigning six persons per seasonal housing unit.

Population estimates for major employers were developed from ESRI 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 PBAPS reflect estimated peak personnel onsite during outage conditions. These data were provided by Exelon Generation.

2-1

Exelon Generation ARCADIS Peach Bottom Station 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 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 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 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.

The evacuation time estimates represent the time required to evacuate the Peach Bottom 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 analysis area.

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

It is assumed that existing lane utilization will prevail during the 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 2-2

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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.

Potential "special events" such as holiday parades and sporting events occurring within the EPZ were considered, based on input from state and county agencies. None of these events was judged to represent a major departure from the peak traffic assumptions reflected in the "standard" scenarios, so a Special Event scenario was not included in this study.

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

Permanent residents - 1.94 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 visitor centers and museums.

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

Hospitals/ Nursing Homes/ Correctional Facilities - 2 persons per ambulance, 3 per wheelchair bus for non-ambulatory patients, and 20 people per bus or van for ambulatory residents.

Transit-dependent - 28 persons per bus (average bus capacity is 60 adults, but people will bring significant luggage), 3 non-ambulatory per wheelchair bus, 2 per ambulance.

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

2-3

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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), emergency agencies for Lancaster, York and Chester Counties in Pennsylvania, and emergency agencies in Harford and Cecil Counties in Maryland were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and the transit-dependent general public. 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 Pennsylvania portion of 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 Peach Bottom EPZ are based upon a time distribution of evacuation events as opposed to a summation of sequential events.

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

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

Trip generation times are used to develop vehicle loading curves for different population types within the permanent, transient, and special facility populations. A trip generation time consists of two main components:

warning diffusion time and mobilization time. Warning diffusion time is the time it takes for people to receive an emergency notification. The type of warning systems employed in the EPZ, such as 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.

2-4

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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; PBAPS employment is at an estimated peak daytime level, representative of operation during outage conditions; Schools and daycares are at current enrollment; 2-5

Exelon Generation C2 ARCADIS Peach Bottom Station Evacuation Time Estimates Hospitals and nursing homes are at current enrollment or typical occupancy; 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; PBAPS 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:

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; 2-6

Exelon Generation V ARCADIS Peach Bottom Station Evacuation Time Estimates 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 County agencies and PEMA were asked to identify events such as a county fair or Fourth of July observance that would bring a large number of visitors into the EPZ. No events were identified that are large enough to pose a significant challenge for an emergency evacuation, so a Special Event scenario was not developed for the Peach Bottom EPZ. (The same decision was made for the 2003 update 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 V ARCADIS Peach Bottom Station Evacuation Time Estimates

3.

Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Peach Bottom 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 Peach Bottom 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 59,632 persons reside permanently within the Peach Bottom EPZ.

Table 3-1 presents the resident population and vehicle demand by Sub-Area.

The eleven EPZ Sub-Areas are defined based on distance and direction from PBAPS; nine of the 11 generally follow geographic (township and borough) boundaries. The 2-mile ring Sub-Areas A and D have circular boundaries for the regions within 2 miles of PBAPS west and east, respectively, of the Susquehanna River. In York County, Sub-Area A falls within Peach Bottom Township, while the 5-mile Sub-Area B includes Delta Borough, the remainder of Peach Bottom Township, and part of Lower Chanceford Township. Sub-Area D includes parts of Drumore and Fulton Townships 3-1

Exelon Generation O ARCADIS Peach Bottom Station Evacuation Time Estimates in Lancaster County; the 5-mile Sub-Area E includes the remainder of the same two townships. In Maryland, the two 5-mile Sub-Areas are H in Cecil County and J in Harford County. Each county has a 10-mile Sub-Area: C in York, F in Lancaster, G in Chester, I in Cecil and K in Harford.

Sub-Area F, in Lancaster County, has the largest population, and K, in Harford County, has the second-largest. The 5-mile Sub-Areas with the largest population are B in York County and E in Lancaster County.

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 adjustments to reflect the age distribution of the EPZ, the vehicle occupancy factor is 1.94 persons per vehicle, which corresponds to roughly 1.4 vehicles per household. Vehicle demand in Sub-Areas D and E was reduced to adjust for transit-dependent residents. (See below.) Total vehicle demand for EPZ residents for winter scenarios is 28,599. "Shadow evacuation" of 20%

of the population residing outside the EPZ within 15 miles of PBAPS adds vehicle demand of another 8,929 vehicles.

For the 2003 ETE study, evacuation times were determined for two vehicle demand assumptions for permanent residents: 1.75 persons per vehicle and 3.0 persons per vehicle.

3.1.2 Transit-Dependent Permanent Population A substantial Amish population resides in the EPZ, primarily in Lancaster County. The Lancaster County plan assumes that 5,620 Amish will travel via horse-drawn vehicles to local Amish schools, primarily using back roads.

The county will provide bus transportation from those schools to the designated reception center.

Horse-drawn vehicles are not explicitly modeled in the ETE simulations, but the buses are included.

Vehicle demand for the residential population in Sub-Areas E and F was reduced, in recognition that over 20% of residents in these zones do not have motor vehicles.

3-2

Exelon Generation V ARCADIS Peach Bottom Station Evacuation Time Estimates Emergency response plans specify that the transit-dependent population will receive transportation assistance. Provisions for evacuating transit-dependent members of the general population in Pennsylvania and Maryland do not rely on published pickup points and bus routes.

County emergency response planners maintain lists of residences (self-identified) requiring transportation assistance. For ETE analysis, the estimated size of the transit-dependent population was based on NRC guidance and results of the telephone survey. The NRC guidance in CR-7002 sets a target range between 1.5% and 5%. That population size is much higher than the number who have self-identified in advance.

Based on telephone survey results, about 3.6% of households (not including the Amish) have either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that between 1.5 and 5% of residents may require transportation and that up to half of these would plan to evacuate with a friend or neighbor. Evacuation times were estimated assuming up to 1,000 transit-dependent residents, or 1.8% of the population (not including the Amish). That estimate includes 54 non-ambulatory residents who would require transport, based on County lists.

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 Peach Bottom EPZ is 619; most of these are in Pennsylvania, in areas along the Susquehanna River. The number of seasonal residents was estimated using an occupancy factor of six persons per seasonal housing unit.

Vehicle demand was estimated using an occupancy factor of 3.0 persons per vehicle, which equates to 2 vehicles per household.

(While it is reasonable to assume that permanent residents will leave some vehicles at home when evacuating, seasonal residents are more likely to evacuate taking all vehicles 3-3

Exelon Generation 14 ARCADIS Peach Bottom Station Evacuation Time Estimates and everything that is readily portable with them.) Seasonal population and vehicle demand by Sub-Area are also included in Table 3-1.

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 PBAPS. CR-7002 recommends consideration of "large employers" with 50 or more employees on a single shift.

The list from BAO was screened to eliminate businesses where workers do not remain on-site (e.g., transportation and trucking companies, construction, 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 PBAPS 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.

3-4

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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 museums and visitor centers, 1.5 persons per vehicle was assumed.

I 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.

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 ERPAs 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 nursing home is located within the EPZ, as identified in Appendix A. Vehicle occupancy for nursing home patients is two non-ambulatory patients and one staff per I ambulance, 3 non-ambulatory and one staff per wheelchair bus, 20 residents or patients plus 3 staff per vehicle (bus or van) for ambulatory patients, plus one vehicle per staff person who does not evacuate with patients.

3.4.2 Schools and Day Care Seventeen (17) school facilities have been identified within the Peach Bottom EPZ, I with a total population of 11,536 students and staff. None of the identified schools is residential, so students are only present on weekdays during the school year. Vehicle occupancy for public schools is based on 48 persons (45 students, 3 staff) per bus, plus one vehicle per additional school staff. Current enrollment numbers for most 3-5

Exelon Generation 94 ARCADIS Peach Bottom Station Evacuation Time Estimates schools were provided by the county agencies; any gaps were filled using state-published enrollment information or calls to individual schools. The Amish schools will evacuate with the transit dependent Amish community, as discussed in Section 3.1.2, and are counted as part of that population group.

Ten (10) licensed daycare facilities were identified in the EPZ, with an estimated daytime population of 374. Pennsylvania facilities were identified from the database of licensed day care establishments maintained by the state Department of Public Welfare. A list of licensed Maryland child care facilities in the EPZ was provided by Harford and Cecil Counties. The population estimates represent the licensed capacity of each facility. 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 weekday, winter weeknight and summer weekend periods. A detailed listing of the population and associated vehicle demand for all identified special facilities within the Peach Bottom 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 Peach Bottom EPZ are located in Sub-Area F in Lancaster County, for all cases. The differences in vehicle demand between the Weekday, Weeknight and Weekend scenarios (summer and winter) are relatively small, reflecting the dominant role of the permanent resident population, and the absence of any major tourist attractions 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 Transportation Resources The estimated inventory of transportation resources available to support evacuation of special facilities and residents for the Peach Bottom EPZ was determined from information provided by county agencies, plus data developed by surveying school 3-6

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates systems, transportation companies and EMS providers in the surrounding region.

Identified transportation resources are summarized and compared to identified vehicle demand in Table 3-5.

The number of available vehicles in each category (bus, wheelchair bus or van, ambulance) is more than sufficient to evacuate facilities and EPZ residents in a single wave.

3-7

Q ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea York A

B C

2 miles 5 miles 10 miles 416 6,343 5,361 702 1,224 300 1,118 7,567 5,661 214 3,270 2,763 448 3,678 2,863 Lancaster D

2 miles 33 360 393 17 137 E

5 miles 5,599 546 6,145 2,166 2,348 F

10 miles 18,936 258 19,194 8,342 8,428 Chester G

10 miles 2,733 0

2,733 1,409 1,409 Cecil H

5 miles 601 6

607 310 312 I

10 miles 6,439 114 6,553 3,319 3,357 Harford J

5 miles 1,810 90 1,900 933 963 K

10 miles 11,361 114 11,475 5,856 5,894 EPZ total 59,632 3,714 63,346 28,599 29,837

vehicles in Sub-Areas E, F include buses for transit-dependent population 3-8

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Peach Bottom EPZ Population Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend A

1700 600 600 1720 600 620 1700 600 600 1710 600 610 B

36 36 48 36 36 48 24 24 24 24 24 24 C

0 0

280 400 270 910 0

0 105 155 90 385 D

0 0

E 32 2

142 172 142 190 31 1

36 66 36 60 F

300 50 800 1140 890 1595 300 50 200 510 260 399 G

125 75 300 1225 1175 2100 125 75 75 400 350 775 H

0 0

210 0

0 625 0

0 75 0

0 244 I

0 0

J 400 320 935 1510 1430 1510 175 95 311 555 475 505 K

2 2

200 192 192 690 1

1 100 96 96 345 EPZ total 2595 1085 3515 6395 4735 8288 2356 846 1526 3516 1931 3347 3-9

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Peach Bottom EPZ PoDulation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend A

0 0

B 587 0

0 161 0

0 81 0

0 30 0

0 C

2455 0

0 0

293 0

0 0

D 0

0 0

0 E

0 0

F 4393 478 478 552 478 478 624 172 172 188 172 172 G

0 0

H 0

0 0

0 1

663 0

0 37 0

0 72 0

0 7

0 0

J 40 0

0 34 0

0 7

0 0

6 0

0 K

4346 0

0 77 0

0 540 0

0 13 0

0 EPZ total 12,484 478 478 861 478 478 1,617 172 172 244 172 172 3-10

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand within the Peach Bottom EPZ PoDu lation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night'. Weekend A

2,116 1,016 1,016 2,838 1,718 1,738 1,914 814 814 2,158 1,048 1,058 B

6,966 6,379 6,391 7,764 7,603 7,615 3,375 3,294 3,294 3,732 3,702 3,702 C

7,816 5,361 5,641 6,061 5,931 6,571 3,056 2,763 2,868 3,018 2,953 3,248 D

33 33 33 393 393 393 17 17 17 137 137 137 E

5,631 5,601 5,741 6,317 6,287 6,335 2,197 2,167 2,202 2,414 2,384 2,408 F

23,629 19,464 20,214 20,886 20,562 21,267 9,266 8,564 8,714 9,126 8,860 8,999 G

2,858 2,808 3,033 3,958 3,908 4,833 1,534 1,484 1,484 1,809 1,759 2,184 H

601 601 811 607 607 1,232 310 310 385 312 312 556 I

7,102 6,439 6,439 6,590 6,553 6,553 3,391 3,319 3,319 3,364 3,357 3,357 J

2,250 2,130 2,745 3,444 3,330 3,410 1,115 1,028 1,244 1,524 1,438 1,468 K

15,709 11,363 11,561 11,744 11,667 12,165 6,397 5,857 5,956 6,003 5,990 6,239 EPZ total 74,711 61,195 63,625 70,602 68,559 72,112 32,572 29617, 30,297 33,57 3940 33,356 Population totals reflect double-counting between categories (residents, workforce, schools, etc.)

3-11

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van Wheelchair Bus/Van Ambulance Lancaster County 176 20 123 5

York County 122 13 3

10 Harford County, MD 400 100 4

Cecil County, MD 175 15 20 20 Total Available 873 48 246 39 Identified Vehicle Need Schools and Day Care 225 32 Special Facilities 15 1

28 Amish Residents 200 Transit-Dependent Public 36 14 6

Total Identified Need 476 33 14 34 3-12

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates

4.

Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Peach Bottom 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 Peach Bottom 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 Peach Bottom Generating 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 information provided in the public information brochure for the site was used to 4-1

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates 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 Peach Bottom 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

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 4-1: Peach Bottom EPZ Primary Evacuation Routes York County Delta Borough, Peach Bottom Township, PA Route 851 W Fawn Grove, Fawn Township Lower Chanceford Township PA Route 74 N Lancaster County Martic Township PA Route 324 N Fulton Township, Drumore Township, PA Route 272 N Providence Township Little Britain Township Roberts Road, Little Britain Road to US Route 222 N East Drumore Township, Quarryville US Route 222 N Borough Chester County West Nottingham US Route 1 N Harford County Whiteford MD Route 165 SW to MD Route 24 S Pylesville MD Route 165 SWto MD Route 24 S; MD Route 543 S to US 1 S Dublin MD Route 136 S to US I S Darlington US Route 1 S, MD Route 161 S Cecil County Colora US 222 S; US 1 N to MD 273 E 4-3

Felton Cross Roads Legend

1a Station Location Gro~ef low Reception Community Delta Pennso nEmergency Evacuation Route 2

FJW Moryan~iERPA Division Interstate & US Highways Su-Major Roads a

st 7nos Ie AirHe

-Pffl Chrtn NorMo R

s EXLNGNRTO

.1qa.aa.nnc4u1~mtwanxn.c.sywcs, 5

5e..OO*.*'O.s2012 U:Vr

t~am0*V 2(1

ARCADIS Exelon Generation Peach Bottom Station 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 In the Pennsylvania portion of the EPZ, all evacuation scenarios were applied to estimate evacuation times for the full EPZ, consistent with current Pennsylvania policy to evacuate the entire EPZ whenever an evacuation is initiated.

During a general evacuation, all permanent residents, visitors and seasonal residents will be instructed to leave the EPZ. The primary means of transportation for evacuation will be the privately owned vehicles of the evacuees. Since most residents within the EPZ have access to private vehicles, and since there is little dependence on public transportation, primary reliance on private vehicles is reasonable.

Scenarios to evacuate only the zones within 2 miles distance (Sub-Areas A and D), and for all zones within 5 miles (Sub-Areas A, B, D, E, H and J) were also evaluated, to provide a context for the "staged evacuation" results.

For the Maryland portion of the EPZ, evacuation time estimates were also developed for partial-EPZ evacuation cases. These included evacuation of the following regions:

" 5-mile Southwest: Sub-Areas A, B, D and J

" 5-mile Southeast: Sub-Areas A, D, E and H 5-1

V2 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates 5-mile South: Sub-Areas A, B, D, E, H and J 10-mile Southwest: Sub-Areas A, B, D, J and K 0

10-mile Southeast: Sub-Areas A, D, E, H and I 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.

5.2 Initial Notification The EPZ surrounding PBAPS 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. Within 15 minutes of alert notification, essentially all of the population within the EPZ will begin to receive an informational or instructional message. If evacuation is deemed necessary, the timing of the order to evacuate and notification measures will be controlled by the state and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response 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 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 5-2

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates 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 I 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 was assumed that there would be a 2-hour period over which the permanent residents would begin to evacuate. That is, permanent resident households would begin to evacuate between 15 and 135 minutes after the decision to notify the population to evacuate is made. It was further assumed that 15% of the permanent population would begin to evacuate between 15 and 45 minutes following the evacuation decision, 40% would depart between 45 and 75 minutes, an additional 40% would depart between 75 and 105 minutes, and the remaining 5% would depart between 105 and 135 minutes after the decision to evacuate.

This time profile is generally consistent with the distribution of journey-to-work travel times and with observed behavior during evacuations for chemical releases.

5.4.2 Transient Population It was assumed that the work force would receive initial notification promptly. It was 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. Therefore, it was assumed 5-3

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates that 90% of the work force would evacuate in the first 30-minute period (between 15 and 45 minutes following the decision to evacuate), and the remaining 10% in the next 30 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 also receive initial notification promptly.

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 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months may be required to assemble buses, transport vehicles to schools and 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 75 minutes following the decision to evacuate. The school time profile was also applied for daycare facilities.

Evacuation of nursing home facilities would also require additional time associated with preparation and transport of vehicles to the respective facilities. Nursing home facilities will also evacuate directly to designated host facilities. Based upon previous studies, it was assumed that these facilities would begin to evacuate between 30 minutes and 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months following notification.

The first 25% will depart between 45 minutes and 75 minutes after the decision to evacuate; another 50% between 75 and 105 minutes; and the last 25% between 105 and 135 minutes, reflecting the longer times required for the population needing greater assistance or supervision.

5-4

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Departure times - Peach Bottom EPZ 0.8 t

~. 0.8 resident day Of 0.6 resident night

.4-worker 0o.4

~

0.4-schools E 0.2

-special transit depend 0

0 50 100 150 200 time (minutes)

Figure 5-1. Departure Time Distributions for the Peach Bottom EPZ 5-5

ARCADIS Exelon Generation Peach Bottom Station 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.

WOVeWied Evacuation Nebtwok

-O-D Matrices

-Traffic Demand Volumes

Travel Times

Queue Lenghs

Bottlenecks Figure 5-2.

Evacuation Modeling and Simulation using PTV Vision Suite VISUM was used to develop the evacuation network and population entry nodes (centroids). One of the key features of VISUM is its ability to interact seamlessly with GIS-data such as ESRI ArcGIS database. The field verified evacuation network data 5-6

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates 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

c.

Day of week

d.

Weather condition 5-7

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates

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 Peach Bottom Station 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 I Table 6-1 (times for 90% of vehicles to depart) and Table 6-2 (times for 100% of vehicles to depart). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios. The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90% ETEs for the 2-mile zone are approximately 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months , and 100% ETEs are 3 to 3.5 hours5.787037e-5 days 0.00139 hours 8.267196e-6 weeks 1.9025e-6 months .

For the 2-mile plus all 5-mile zones, the 90% ETEs are 2:35 to 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months , and the 100%

ETEs are 3:30 to 4:35 hours. For the full EPZ, the 90% ETEs are 3:20 to 3:50, while the 100% ETEs are 4:45 to 5:20. The 5-mile "keyhole" scenarios show relatively little variation with direction.

6.2 Comparison with Previous Study The ETEs for the current study are somewhat shorter than the ETEs from the 2003 study. Vehicle demand for the current study (32,518 for Winter Weekday) is almost 50% higher than the "traditional demand" case from 2003 (21,645), but the new 90%

ETE is 3:35, compared to 4:30 in 2003. The shorter ETEs are predicted despite the addition of background traffic and despite longer departure times (based on the survey of residents). The VISSIM traffic simulation model was able to find alternative routing options to avoid some points of predicted congestion.

6.3 All Conditions The differences in vehicle demand between scenarios are 10 to 15% of total demand, and the predicted ETEs also vary by 10 or 15%. Adverse weather adds 5 to 10 minutes for the summer ETE, and 15 minutes for the winter ETE.

6.4 Staged Evacuation Scenarios A series of staged evacuation scenarios were evaluated based on NRC guidance (CR-7002).

In a staged evacuation, the 2-mile zone evacuates first, while surrounding zones shelter in place; after the population has evacuated the 2-mile zone, the outer zones would be instructed to evacuate. The "stage 1" time is determined by simulating evacuation of the 2-mile zone for the Winter Weekday, Normal Weather scenario, with 6-1

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates only background and shadow traffic in other parts of the EPZ. Once the Stage 1 time (1:55) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Peach Bottom are shown in Figure 6-1.

The departure curves are much steeper at the beginning of Stage 2, because people are returning home and preparing to depart during Stage 1.

Results for staged evacuation scenarios are summarized in Table 6-3. Within the accuracy of the model results, the ETEs for the staged scenarios are indistinguishable from the "unstaged" ETEs. The modeled results indicate that staged evacuation for Peach Bottom would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and little or no 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, 20 and 25% of the EPZ residential population for the Summer 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 25% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to 4:08, an increase of 28 minutes. Since the EPZ residential population for Peach Bottom changed by about 9% between 2000 and 2010, it appears unlikely that an increase of 25% will occur before 2020.

The 100% ETEs increased more rapidly than the 90% ETEs, consistent with the general pattern of all ETE results. With a 20% increase in population, the 100% ETE for the full EPZ increased by 36 minutes, from 5:10 to 5:46. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs. The recommended "update threshold" for the Peach Bottom EPZ, based on population growth, is therefore 25%.

6-2

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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 Peach Bottom, the five highest-volume roadways for this scenario are listed below:

SR 851 WB-5,164 vehicles SR 543 SB - 4,663 vehicles SR 272 NB -4,077 vehicles SR 74 NW-2,897 vehicles SR 273E-2,218 vehicles Predicted traffic volumes by link for the "base case" simulation with the full roadway network are shown in Figure 6-3.

One of the highest-volume roadways, SR 272 NB north of SR 372, was removed for the roadway impact scenario. The impact location is shown in Figure 6-4. With this roadway unavailable, the ETEs increased from 3:40 (90%) and 5:10 (100%) to 4:15 (90%) and 6:30 (100%). The traffic flow by link for the roadway impact scenario is shown in Figure 6-4. With SE 272 NB unavailable, traffic flow increases on US 222 NB.

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 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.

6-3

Exelon Generation C ARCADIS Peach Bottom Station Evacuation Time Estimates 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 a single wave of bus runs from designated pickup points in more densely populated areas (Quarryville, Fawn Grove). The runs would begin 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 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:

56 minutes for a bus to traverse up to ten pickup points (8 miles at 30 mph) and load passengers (4 minutes per stop).

6 minutes to travel out of the EPZ (4 miles @ 40 mph). Evacuation complete at 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months 2 minutes.

The Amish community would require between 120 and 240 minutes to mobilize, up to 30 minutes for bus loading, and between 5 and 10 minutes travel time to exit the EPZ; total evacuation times would range from 155 to 280 minutes. There are sufficient bus resources for a single wave evacuation with up to 200 buses, but 100 buses could each make two trips within the same time frame (allowing 60 minutes turnaround time, including travel to reception center, unload, short driver break and return trip).

For non-ambulatory residents, ambulances and wheelchair vans would also mobilize within 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months . For a wheelchair van with three pickups, loading would take 15 minutes per stop, transit between stops could take up to 30 minutes (15 miles at 30 mph), and travel out of the EPZ another 12 minutes (8 miles at 40 mph): total time 3 hr 27 min. An ambulance making two pickups would take 15 to 30 minutes less time to evacuate.

Estimated evacuation times for special facilities, schools and daycares located in the EPZ are summarized in Tables 6-5 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 Quarryville Presbyterian, each vehicle will require about 15 minutes to load, with multiple vehicles loading simultaneously.

It would take 75 minutes to load 15 ambulances, assuming that three could be loaded simultaneously.

For schools, it will generally require on the order of 90 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. For travel time, 6-4

Exelon Generation ARCADIS Peach Bottom Station Evacuation Time Estimates 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.

6-5

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-1: Evacuation Times for General Population (90%)

Ii 90% Evacuation of Affected Areas Summer Winter Weekend Weekend Midweek Daytime Daytime Evening Midweek Daytime Daytime Evening Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

Affected ERPAs Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal A,D 2-mile Zone 2:00 2:05 1:55 1:55 1:55 2:10 1:45 1:45 A,B,D,E,H,J 5-mile Zone 3:00 3:05 2:45 2:45 2:50 3:00 2:35 2:35 A,B,C,D,E,F,G,H,I,J,K 10-mile EPZ 3:40 3:50 3:30 3:30 3:35 3:55 3:25 3:20 Evacuate 2-Mile Zone and 5 Miles Downwind A,B,D,J N,NNE,NE,ENE 2:55 3:05 2:45 2:45 2:45 3:00 2:35 2:35 A,B,D E,ESE 3:00 3:00 2:45 2:45 2:50 3:00 2:35 2:35 A,B,D,E SE,SSE 2:55 3:00 2:45 2:45 2:45 3:00 2:35 2:35 A,D,E S,SSW,SW,WSW 2:40 2:45 2:35 2:35 2:30 2:45 2:20 2:20 A,D,E,H W,WNW 2:35 2:45 2:30 2:30 2:25 2:45 2:20 2:20 A,B,D,E,H,J NW,NNW 3:00 3:05 2:45 2:45 2:50 3:00 2:35 2:35 6-6

C2 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-2: Evacuation Times for General Populaton (100%)

I100%

Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

Affected ERPAs

+ ~-~-

4

+ -~-~

-a-'.-

~

Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal A,D 2-mile Zone 3:15 3:20 3:00 3:00 3:15 3:30 2:55 2:55 A,B,D,E,H,J 5-mile Zone 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 A,B,C,D,E,F,G,H,I,J,K 10-mile EPZ 5:10 5:20 5:00 5:00 5:00 5:15 4:45 4:45 Evacuate 2-Mile Zone and 5 Miles Downwind A,B,D,J N,NNE,NE,ENE 3:45 3:55 3:30 3:30 3:45 4:15 3:20 3:20 A,B,D E,ESE 3:45 3:55 3:30 3:30 3:45 4:15 3:20 3:20 A,B,D,E SE,SSE 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 A,D,E S,SSW,SW,WSW 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 A,D,E,H W,WNW 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 A,B,D,E,H,J NW,NNW 4:00 4:10 3:30 3:30 4:05 4:35 3:30 3:30 6-7

C2 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage I = 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months 55 minutes)

Affected Scenario:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

ERPAs Weather:

Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas A,B,D,J N,NNE,NE,ENE 3:05 3:05 2:55 2:55 2:55 3:10 2:50 2:45 A,B,D E,ESE 2:40 2:45 2:30 2:30 2:40 2:55 2:30 2:30 A,B,D,E SE,SSE 2:55 3:00 2:40 2:40 2:45 3:00 2:35 2:35 A,D,E S,SSW,SW,WSW 3:00 3:05 2:55 2:55 2:50 3:05 2:50 2:45 A,D,E,H W,WNW 3:00 3:05 2:50 2:50 2:50 3:05 2:40 2:40 A,B,D,E,H,J NW,NNW 3:10 3:15 2:55 2:55 2:55 3:10 2:50 2:45 100% Evacuation of Affected Areas A,B,D,J N,NNE,NE,ENE 4:00 4:00 3:55 3:55 3:45 4:15 3:40 3:30 A,B,D E,ESE 3:50 4:00 3:30 3:30 3:45 4:15 3:20 3:20 A,B,D,E SE,SSE 3:50 4:00 3:30 3:30 3:45 4:15 3:20 3:20 A,D,E S,SSW,SW,WSW 3:50 4:00 3:30 3:30 3:45 4:15 3:30 3:30 A,D,E,H W,WNW 3:50 4:00 3:30 3:30 3:45 4:15 3:30 3:30 A,B,D,E,H,J NW,NNW 4:00 4:00 3:50 3:50 3:45 4:15 3:40 3:25 6-8

Q ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Staged departure times - Peach Bottom 0.8 a'

0= 0.6 Um

>~ 0.4

0.2 0

0 100

-resident day

-resident night

-worker schools special transit depend 0

SO 100 time (minutes) 150 200 Figure 6-1.

Departure Curves for Stage 2 Zones, Peach Bottom EPZ 6-9

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Peach Bottom--Population Growth vs ETE (Full EPZ-90% ETE) 4:15 4:10 4:05 Y = 0.0754x + 0. 1524 R2 = 0.9918 4:00 E

1 3:55 0

lOmile SM, I-.. 3:50 Upper Linear (lOmile) 3:45 3:40 3:35 0%

5%

10%

15%

20%

25%

Pop Increase %

Figure 6-2.

Peach Bottom Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-10

Va ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Figure 6-3.

Peach Bottom Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-11

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Figure 6-4.

Peach Bottom Predicted Traffic Volume by Link with SR 272 NB north of SR 372 Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-12

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Exiting Vehicles by hour 5000 GD

" 4000 4) 0 3000 x 2000 0

S1000 E

LA 0

LA o

Ln o

LA 0

C7!

n 0t 9

CA n

0ý 4

r (n

0t 9

4 7!cA 9

0 i

.-4

!t 9

0 i

-4 CA 9

o 0

0

-4 ý q r4

.4 v-(N r4 (N

MN A

CA 4A 4A 4

LA LA LA LA

(.0 Simulation Time 9 2mile M Smile 0 EPZ 10-mile: 90% ETE = 3:35, 100% = 5:00 Figure 6-5.

Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-13

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Mobilization vs. ETE 35,000 30,000 25,000 aE

20,000 15,000 10,000 5,000 0

0 50 100 150 200 250 300 350 Time (min)

Simulation Mobilization Figure 6-6.

Comparison of Vehicle Mobilization and Departure Rates (total vehicles 31,934) 6-14

Q ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Avg Delay (s) 4,163 2,421 5,254 Avg Stop Delay (s) 862 661 988 Avg # of Stops 492 330 594 Avg Speed (mph) 22.4 27.7 20.0 Avg Travel Time (min) 154 124 176 Vehicle Hours Traveled 135,987 42,522 93,465 6-15

ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-5: ETE for Special Facilities, Peach Bottom EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Quarryville Presbyterian Home 369 15 9

15 Bus 90 15 to 60 15 to 45 15 to 60 2

2 2

30 30 30 4

109 to 154 139 to 169 109 to 214 Wheelchair Bus Ambulance 120 90 to 150 4

4 CManorView 24 iT BusNan T

60

{

15 4

J 25 J

10 J 85 6-16

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-6: ETE for School and Daycare Facilities in Peach Bottom EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Vehicles

-Mobilization Loading Distance to Outbound Travel Time to ETE Facility Population Time Time EPZ Boundary Travel Speed EPZ Boundary (i)

FcltPouai

_Iyp (min)

(min)

(mi)

(mph)

(min)

Clermont E.S.

584 11 Bus 90 30 4

35 7

127 G. A. Smith M.S.

473 9

Bus 90 30 2

25 5

125 Martic Elementary 420 8

Bus 90 30 2

25 5

125 Quarryville E.S.

499 9

Bus 90 30 2

25 5

125 Solanco High School 1339 25 Bus 90 60 1

35 2

152 Swift Middle School 519 10 Bus 90 30 4

35 7

127 Delta-Peach Bottom E.S.

374 7

Bus 90 30 14 20 42 162 Fawn Elem School 353 7

Bus 90 30 4

20 12 132 South Eastern M.S.

1076 19 Bus 90 60 4

20 12 132 I Kennard-Dale H.S.

1026 19 Bus 90 60 4

20 12 132 I

Conowingo E.S.

619 12 Bus 90 30 4

40 6

126 Dublin E.S.

282 8

Bus 90 30 3

30 6

126 Harford Friends 58 4

Van 90 30 2

30 4

124 North Harford M.S.

1221 26 Bus 90 60 2

30 4

154 I

North Harford H.S.

1513 30 Bus 90 60 2

30 4

154 Darlington E.S.

148 5

Bus 90 30 2

30 4

124 Harford Christian School 488 6

Bus 90 30 4

30 8

128 I North Harford Elem 544 14 Bus 90 30 2

30 4

124 6-17

0 ARCADIS Exelon Generation Peach Bottom Station Evacuation Time Estimates Table 6-6: ETE for School and Daycare Facilities in Peach Bottom EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Facility Population Vehicles Mobilization Loading Distance to Outbound Travel Time to ETE Delta Christian Academy 132 7

Van 60 15 12 20 36 111 Kidsville Junction 81 5

Van 60 15 4

20 12 87 Mechanic Grove CLASP 17 4

auto 15 10 5

35 2

27 Shining Stars 36 2

Van 60 15 1

25 2

77 The Crayon Box 13 3

Auto 15 10 3

35 2

27 Busy Hands Daycare 15 3

Auto 15 10 1

25 2

27 W Nottgham Child Care 44 3

Van 60 15 1

25 2

77 Childrens Ctr N Harford 58 3

Van 60 15 3

30 6

81 Christian Childcare Ctr 40 2

Van 60 15 6

30 12 87 Wilson Community Ctr 34 2

Van 60 15 4

30 8

83 6-18

Exelon Generation ARCADIS Peach Bottom Station 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 Peach Bottom EPZ.

Predicted queuing at intersections inside the EPZ is summarized in Table 7-1. The results indicate that average queue length is less than 200 feet at all intersections. The top three intersections, with average queue length of more than 100 feet, are located in Harford County, MD. The intersection at Prospect Rd/Ady Rd has a volume of 9,114 vehicles. The intersection of Holtwood Rd and Lancaster Pike in Lancaster County (average queue 99 ft) handles traffic volume of 7,506.

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 With the addition of shadow traffic from regions surrounding the EPZ, the traffic simulations show significant queuing outside of the EPZ on two major evacuation routes, U.S. 1 and Route 22 (Churchville Road) near Fountain Green, MD in Harford County. Measures to limit local access to these roadways and to assign priority to traffic evacuating the EPZ would enable that traffic to reach the designated reception centers more efficiently. The traffic flow maps provided in Appendix D and the data in Table 7-1 help to pinpoint locations where traffic management can be deployed to best effect.

Inside the EPZ, the primary locations where significant congestion is predicted are the intersection of Holtwood Rd and Lancaster Pike in Lancaster County and the intersection at Prospect Rd/Ady Rd in Harford County. Designated evacuation routes have been assigned to limit reliance on congested routes, and traffic control measures have already been designed for those locations. Further review is recommended to see whether additional options are available.

The simulations indicate that PA Route 74 northbound provides the best alternative for evacuating from most of the Sub-Areas in York County.

7-1

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

Average Intersection Name Type County or City Control Type Queue Volume (feet)

Conowingo Rd / Castleton Rd 4 leg Harford County Signalized 179 448 Prospect Rd / Ady Rd 4 leg Harford County Two-way stop 173 9114 Prospect Rd / Mill Green Rd T

Harford County Two-way stop 117 3672 Buck Rd W 4th St 4 leg Quarryville, PA Signalized 105 3306 Bryansville Rd / Aubel Rd T

York County Two-way stop 100 5468 Holtwood Rd / Lancaster Pike 4 leg Lancaster County Two-way stop 99 7506 Rock Springs Rd / Conowingo Rd 4 leg Harford County Signalized 94 1784 Old Pylesville Rd / Ady Rd 4 leg Harford County Two-way stop 76 3634 Main St / New Park Rd 4 leg York County Two-way stop 73 9588 Nesbitt Rd / Love Run Rd T

Colora, MD Two-way stop 71 1798 E Christine Rd / Kennett Oxford Byp NB Ramp Ramp Oxford, PA Two-way yield 60 3154 Ady Rd / Pylesville Rd T

Harford County Two-way stop 52 2514 7-2

ARCADlIS Exelon Generation A

D Peach Bottom Station Evacuation Time Estimates

8.

References Earth Tech, 2003: Evacuation Time Estimates for the Peach Bottom Station Plume Exposure Pathway Emergency Planning Zone, prepared by Earth Tech, Inc. for Exelon Nuclear, May 2003.

NRC, 1980: Criteria for Preparation and Evaluation of Radiological Emergency Response Plans and Preparedness in Support of Nuclear Power Plants, NUREG-0654, FEMA-REP-1, Rev. 1, 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: Peach Bottom Atomic Power Station Evacuation Plan Map prepared by Pennsylvania Emergency Management Agency, revised February 2006.

8-1

ARCADIS Appendix A Transient and Special Facility Population Data

Facility Type

Pin 0

WORK Los Oxford HOTEL Ba RECREATION Base Data Legend Peach Bottom Plant G

10 Miles from Plant 272 Township Boundary

/

ERPA Boundary EPZ Boundary kT LALW W WZkk 0

2 4

Mons CE IL

F7 7 ~ARCADIS I

EXELON GENERATION

Jarrethille AppervdmA - PopI of

Facility Type SCHOOL/DAYCARE

+.

HEALTH Base Data Legend Peach Bottom Plant

'10 Miles from Plant

[

i Township Boundary ERPA Boundary EPZ Boundary 0

2 4

C2 ARCADIS I EXELON GENERATION Appendix A - Page 2 of 6

Table A-1. Transient Facilities for Peach Bottom EPZ WORK Population Vehicles

.7 II Winter Summer Winter Summer Facility Name Sub-Area Week Week Week-Week Week Week-Week Week Week-Week Week Week-Day Night end Day Night end Day Night end Day Night end Peco Energy Co E

30 0

0 30 0

0 Lancaster General F

50 0

0 50 0

0 Buck Company F

250 50 0

Herr's Snack Co G

125 75 0

Peach Bottom GS A

1700 600 600 1700 600 600 1700 600 600 1700 600 600 Maryland Lava 1

50 0

0 50 0

0 McCorquodale Color Card Co.

1 50 20 0

50 20 0

HOTEL Population Vehicles Winter Summer Winter Summer Facility Name Sub-Area Week Week Week-Week Week Week-Week Week Week-Week Week Week-

_ailWntet_

Smmrm__

Wntrb__Aummra Day Night end Day Night end Day Night end Day Night end Peach Bottom Inn B

36 36 48 36 36 48 24 24 24 24 24 24 (24 units)

Appendix A - Page 3 of 6

Table A-3 Recreation Facilities in Peach Bottom EPZ RECREATION Population Vehicles Winter Summer Winter Summer Facility Name Sub-Area Week Week Week-Week Week Week-Week Week Week-Day Night end Day Night end Day Night end Day Night end Camp Donegal C

0 0

70 0

0 70 0

0 35 0

0 35 Gamler's Campground C

0 0

210 270 270 420 0

0 70 90 90 140 Cold Cabin Public Park A

0 0

0 20 0

20 0

0 0

10 0

10 Muddy Creek Access Area C

0 0

0 20 0

30 0

0 0

10 0

15 Lock 12 Recreation Park C

0 0

0 20 0

30 0

0 0

10 0

15 Lock 15 Recreation Park C

0 0

0 20 0

30 0

0 0

10 0

15 York Furnace Boat Launch C

0 0

0 20 0

30 0

0 0

10 0

15 Otter Creek Recreation Area C

0 0

0 50 0

300 0

0 0

25 0

150 Camp Andrews E

0 0

140 140 140 140 0

0 35 35 35 35 Muddy Run Recreation Park F

0 0

480 240 240 720 0

0 120 60 60 180 Tucquan Park Campground F

0 0

120 200 200 275 0

0 30 50 50 69 Pequea Creek Recreation Area F

0 0

200 400 400 600 0

0 50 100 100 150 Susquehannock State Park E

0 0

Valley Lea Riding Club E

2 2

2 50 1

1 1

25 Nottingham Park G

0 0

0 1000 0

0 0

500 Camp Horseshoe G

0 0

200 800 800 800 0

0 50 200 200 200 Camp John H. Ware G

0 0

100 300 300 300 0

0 25 75 75 75 Broad Creek Scout Res J

300 300 625 1000 1000 1000 75 75 156 250 250 250 Indian Lake Christian Camp J

0 0

110 110 110 110 0

0 55 55 55 55 Habonim Dror Camp Moshava K

0 0

50 190 190 190 0

0 25 95 95 95 Camp Ramblewood J

0 0

100 300 300 300 0

0 50 150 150 150 Conowingo Fisherman's Park J

0 0

100 0

0 100 0

0 50 0

0 50 Rocks 4-H Camp K

2 2

150 2

2 500 1

1 75 1

1 250 Camp Conowingo GSA H

0 0

120 0

0 275 0

0 30 0

0 69 Hilltop Farm, Inc.

H 0

0 80 0

0 320 0

0 40 0

0 160 Conowingo Creek Boat Launch H

0

.0 10 0

0 30 0

0 5

0 0

15 Appendix A - Page 4 of 6

Table A-4 Schools and Daycare in Peach Bottom EPZ SCHOOL & DAYCARE Population Vehicles Winter Summer Winter Summer Facility Name Sub-Area Week staff Week student staff Week bus auto Week bus auto Day Day Day Day Clermont Elementary School F

584 532 52 63 11 19 George A. Smith Middle School F

473 421 52 61 9

25 Martic Elementary School F

420 374 46 54 8

22 Quarryville Elementary School F

499 459 40 49 9

13 Solanco High School F

1339 1219 120 145 25 45 Swift Middle School F

519 465 54 64 10 24 Delta-Peach Bottom E.S.

B 374 330 44 51 7

23 Fawn Elementary School C

353 315 38 45 7

17 South Eastern M.S.

C 1076 956 120 139 19 63 Kennard-Dale Jr&Sr H.S.

C 1026 936 90 109 19 33 Conowingo E.S.

I 619 567 52 64 12 16 Dublin E.S.

K 282 247 35 43 8

11 Harford Friends K

58 40 18 18 0

18 North Harford M.S.

K 1221 1113 108 134 26 30 North Harford H.S.

K 1513 1393 120 150 30 30 Darlington E.S.

K 148 123 25 30 5

10 Harford Christian School K

488 413 75 81 6

57 North Harford Elementary K

544 490 54 68 14 12 Delta Christian Academy B

132 110 22 96 80 16 16 16 Kidsville Junction B

81 66 15 65 52 13 14 14 Mechanic Grove CLASP F

17 13 4

10 8

2 4

4 Shining Stars F

36 30 6

6 6

The Crayon Box F

13 10 3

3 3

Busy Hands Daycare F

15 12 3

3 3

W Nottingham Child Care I

44 36 8

37 30 7

8 7

Childrens Center of North Harford K

58 48 10 48 40 8

10 8

Christian Childcare Center J

40 33 7

34 28 6

7 6

Wilson Community Center K

34 28 6

29 24 5

6 5

Appendix A - Page 5 of 6

Table A-5. Peach Bottom EPZ: Special Facilities Hospital and Nursing Home Facilities Population and Vehicle Demand Estimates Residents Location Facility Name DaylNight/Weekend Lancaster Quarryville Presbyterian Home 369 Lancaster Country View Manor 24 Sub-Area F Vehicles Staff Buses ambulance WC Bus I Autos 80 15 15 9

50 5

1 2

Appendix A - Page 6 of 6

ARCADIS Appendix B Telephone Survey of EPZ Residents

Peach Bottom EPZ Summary of Telephone Survey Results Completed surveys Demographic total population total HH persons per HH Results (after adjustment) vehicles used to evacuate when all at home fraction taking I vehicle fraction taking 2 veh fraction taking 3 or more 381 59632 21628 2.76 census 2010 SURVEY age for head adjustment Age Mix

Response

of household factor (percent)

(percent) under 24 1.35 2.41 25-34 4.59 10.67 35-44 8.92 18.12 45-54 15.68 26.60 1.89 55-64 20.27 19.75 0.97 65 and over 49.19 22.45 0.46 1.42 0.64 0.32 0.05 Work Outside Home

(% of HH) one or more work outside 74.4 Of those who work outside percent take vehicle 90.5 depart direct 25.6 stay outside EPZ 19.7 return home 54.7 one returns 28.2 2 or more return 16.9 Work Shifts (percent)

Weekday 72.3 Swing shift 6.2 Graveyard 4.7 evening/weekend 8.8 rotate 8.1 time distribution (fraction) 0 to 15 15 to 30 30 to 45 45 to 60

> 60 minutes minutes minutes minutes minutes leave work after notice 0.67 0.23 0.05 0.02 0.03 travel home 0.41 0.27 0.16 0.12 0.03 depart after work return 0.33 0.38 0.13 0.11 0.05 0 to 20 20 to 40 40 to 60 60 to 90

> 90 depart (all at home) 0.26 0.42 0.20 0.09 0.03 Page 1 of 1 Appendix B - Page 1 of 7

13662 LH/CH ARCADIS Exelon Survey Final v6 - August 23, 2011 INTRODUCTION Hello, my name is and I am calling from MDC Research, a public opinion firm. We are conducting a brief survey to gather information from households in your area about emergency response planning, and we'd like to include your opinions. This survey is being conducted on behalf of the (insert facility name) Nuclear Facility, and will take approximately 5 minutes to complete. We are not trying to sell you anything. The information gathered from this survey will help local agencies more effectively provide community assistance should an emergency situation arise.

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

SCREENER S1.

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

Which of the following categories best describes your age?

11 Under 18 yrs of age - ASK FOR REFERRAL or THANK & TERMINATE 12 18 to 24 13 25 to 34 14 35 to 44 15 45 to 54 16 55 to 64 17 65 to 74 18 75 or older 98 (DO NOT READ) Refused QUESTIONNAIRE Q1 How many people currently reside in your household?

Record:

of residents 998 (DO NOT READ) Refused - THANK & TERMINATE Q2 How many motor vehicles are normally based at your home?

Arcadis Exelon 1

©20 11. Market Decisions Corporation Appendix B - Page 2 of 7

13662 LH/CH Record:

of vehicles 997 None - SKIP TO Q14 998 (DO NOT READ) Refused Q3 How many members of your household are over the age of 16?

Record:

of residents 998 (DO NOT READ) Refused Q4 How many members of your household are licensed drivers?

Record:

of drivers 998 (DO NOT READ) Refused Q5 How many of the adults in your household work outside the home?

Record _--

Skip to Q6A 997 None - Continue to Q5A 998 (DO NOT READ) Refused If refused, explain; The nature of this project is to estimate traffic volumes and flow in the event of an emergency evacuation, so this data is necessary in order for us to continue with the survey.

If still refused - THANK & TERMINATE Q5A (ONLY ASK IF Q5=997) Which of the following best describes the non-working adults in your household? MULTIPLE MENTION - IP NOTE: No more mentions than Q3 mentions.

11 Currently unemployed/actively looking for work 12 Retired 13 On Disability or leave of absence 14 Student/continuing education 15 Homemaker 99 Other - please specify SKIP TO Q1l Repeat the following Q6A-F sequence for each working adult cited in Q5 For each of the working adults you just referenced, I'd like to ask a few questions related to what their likely actions would be in the case of an emergency evacuation. I understand that I will be asking you to speculate on what other members of the household may do in this situation, but your best guesses are just fine for our purposes.

Q6A Who is the first working adult in the household that you are thinking about? What is their relationship to you?

Arcadis Exelon 2

13662 LH/CH 1

Self 2

Spouse or significant other 3

Parent of child 4

Other relative or in-law 5

Roommate 6

Boarder 7

Other Q6B Which of the following best describes this person's usual work schedule?

1 Monday - Friday, 8:00am to 5:00pm 2

Swing Shift 3

Graveyard 4

Evenings and weekends 5

Rotating shifts 6

Other or irregular schedule 7

(DO NOT READ) Don't know Q6C Does this person generally use a personal vehicle to commute back and forth to work?

I Yes 2

No 7

(DO NOT READ) Don't know Q6D If an evacuation notice were given while this person was at work, do you think they would most likely...

I Evacuate directly from work 2

Come home first and then evacuate, or 3

Stay outside the evacuation zone where they work "- Skip to Q7 7

(DO NOT READ) Don't know Q6E How long do you think it would take this person to get prepared and actually leave work?

(Read list if necessary)

I Less than 15 minutes 2

15 to 30 minutes 3

30 to 45 minutes 4

45 to 60 minutes 5

More than 60 minutes 7

(DO NOT READ) Don't know Arcadis Exelon 3

13662 LH/CH If response at 6D is 1, skip from here to Q7 Q6F About how long does it take this household member to get from work to home?

(Read list if necessary)

I Less than 15 minutes 2

15 to 30 minutes 3

30 to 45 minutes 4

45 to 60 minutes 5

More than 60 minutes 7

(DO NOT READ) Don't know Q7A-F Repeat Q6 sequence for worker #2 Q8A-F Repeat Q6 sequence for worker #3 Q9A-F Repeat Q6 sequence for worker #4 Q10 And once everyone who is coming home from work has arrived, how long would it take to prepare and depart from home, taking into consideration whether or not someone else is usually home who may be starting these preparation while they are travelling?

1 Less than 15 minutes 2

15 to 30 minutes 3

30 to 45 minutes 4

45 to 60 minutes 5

More than 60 minutes 7

(DO NOT READ) Don't know Q11 Are any of the licensed drivers in your household restricted to daytime driving only?

1 Yes 2

No 9

(DO NOT READ) Refused Q12 If an evacuation were ordered when all household members were at home (for example, at night or on a weekend), approximately how long would it take your household to Arcadis Exelon 4

13662 LH/CH prepare to depart? Please assume that you are advised to plan to be away from your home for 3 days. Would you say that it would take... READ LIST 1

2 3

4 5

Less than 20 minutes to depart 20 to 40 minutes to depart 40 to 60 minutes to depart 60 to 90 minutes to depart; or More than 90 minutes to depart Q13 How many vehicles would your household take if an evacuation were ordered when all household members were at home?

Record:

of vehicles 998 (DO NOT READ) Refused Q 14 Are any members of your household seasonal residents? And by seasonal we mean any people who do not reside in your home the majority of the year.

1 2

9 Yes No - SKIP TO Q15 (DO NOT READ) Refused Q14A (ASK IF Q14=1) How many of your <insert Q1 response> household members are seasonal?

Record:

of seasonal household members 998 (DO NOT READ) Refused Q14B (ASK IF Q14=1) What seasons do they live in another location away from your home?

READ LIST - Multiple Mention 1

2 3

4 Spring Summer Fall Winter Q15 Would any member of your household require a specialized vehicle, such as a wheelchair, van or ambulance, to evacuate from your home in case of an emergency?

1 2

Yes No Arcadis Exelon 5

©20 11. Market Decisions Corporation Appendix B - Page 6 of 7

13662 LH/CH 9

(DO NOT READ) Refused This is all the questions we have for you today/tonight. Thank you for participating in this survey. Your responses will help us to make an accurate prediction of traffic conditions during an emergency situation. If you have any questions about this survey, please feel free to contact

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

Arcadis Exelon 6

ARCADIS Appendix C Roadway Network Map and Data Table

2 MIA 951@

Roadway Network for Poach Bottom Station ETE Analysis August 2012 Legend

Peach Bottom Station

Nodes Road Classffication Freeway

-Principal Arterial

-Major Arterial

___Minor Arterial

___Collector 113-----Local Rd 07 107 Peach Bottom EPZ

%~ARCADI

nrstut

-! Wat Fnrow÷ Bu...

dTings I

z Exelon.

ApIm -Page~of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

Lin #

U-Nde D-Nde (ml)

Width (ft)

Lanes Rate____________

1 135 136 0.536 11 2

Major Arterial 3100 45 2

136 135 0.536 11 2

Major Arterial 3100 45 3

140 141 0.701 12 2

Freeway 4100 65 4

142 143 0.094 12 1

Ramp 1500 35 5

144 145 0.081 11 1

Major Arterial 1700 45 6

145 144 0.081 11 1

Major Arterial 1700 45 7

147 146 1.21 12 2

Freeway 4100 65 8

148 144 0.08 12 1

Ramp 1500 35 9

149 146 0.559 12 1

Ramp 1500 35 10 150 151 0.634 12 1

Ramp 1500 35 11 155 156 0.094 12 1

Ramp 1500 35 12 155 157 0.093 11 1

Major Arterial 2000 45 13 157 155 0.093 11 1

Major Arterial 2000 45 14 157 156 0.064 12 1

Ramp 1500 35 15 159 158 0.077 12 1

Ramp 1500 35 16 157 158 0.152 11 1

Major Arterial 2000 45 17 158 157 0.152 11 1

Major Arterial 2000 45 18 158 160 0.096 11 1

Major Arterial 2000 45 19 160 158 0.096 11 1

Major Arterial 2000 45 20 159 160 0.092 12 1

Ramp 1500 35 21 161 155 0.087 12 1

Ramp 1500 35 22 161 157 0.068 12 1

Ramp 1500 35 23 158 162 0.073 12 1

Ramp 1500 35 24 160 162 0.109 12 1

Ramp 1500 35 25 163 161 0.506 12 1

Ramp 1500 35 26 162 164 0U21 12 1

Ramp 1500 35 27 147 148 0.488 12 1

Ram p 1500 35 28 148 145 0.049 12 1

Ramp 1500 35 29 144 149 0.116 12 1

Ramp 1500 35 30 145 149 0.108 12 1

Ramp 1500 35 31 151 169 0.101 12 1

Ramp 1500 35 32 151 170 0.076 12 1

Ramp 1500 35 33 143 140 0.457 12 1

Ramp 1500 35 34 625 626 0.323 11 1

Major Arterial 1700 45 35 626 625 0.323 11 1

Major Arterial 1700 45 36 179 180 0.447 11 1

Principal Arterial 1600 45 37 180 179 0.447 11 1

Principal Arterial 1600 45 38 181 182 0.501 12 1

Principal Arterial 1700 35 39 182 181 0.501 12 1

Principal Arterial 1700 35 40 636 637 0.576 11 1

Major Arterial 1300 45 41 637 636 0.576 11 1

Major Arterial 1300 45 42 639 636 1.256 12 1

Ramp 1500 35 43 640 639 0.505 12 1

Ramp 1500 35___

44 639 641 0.667 12 1

Ramp 1500 35 45 643 642 0.298 12 1

Ramp 1500 35 46 1

626 644 0.714 11 1

Major Arterial 1700 45 47 644 626 0.714 11 1

Major Arterial 1700 45 48 645 646 0.474 11 1

Major Arterial 1700 45 49 646 645 0.474 11 1

Major Arterial 1700 45 50 644 645 0.102 11 1

Major Arterial 1700 45 51 645 644 0.102 11 1

Major Arterial 1700 45 52 647 643 0.73 12 1

Ramp 1500 35 53 641 647 0.588 12 1

Ramp 1500 35 54 647 644 0.928 12 1

Ramp 1500 35 55 645 641 0.994 12 1

Ramp 1500 35 56 650 651 0.047 1

11 1

Minor Arterial 1300 40 Page 1 of 53 Appendix C - Page 2 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

~

(i #

-od!-NdVidth (ft)

Lanes Roda ye Rate (vehlhr)

FS(mh 57 651 652 0.038 11 1

Minor Arterial 1300 40 58 652 653 0.046 11 1

Minor Arterial 1300 40 59 653 650 0.046 11 1

Minor Arterial 1300 40 60 659 660 5.297 11 1

Principal Arterial 1700 55 61 660 659 5.297 11 1

Principal Arterial 1700 55 62 658 659 0.494 11 1

Principal Arterial 1700 45 63 659 658 0.494 11 1

Principal Arterial 1700 45 64 665 666 0.06 11 1

Major Arterial 1700 45 65 666 665 0.06 1

11 1

Major Arterial 1700 45 66 667 668 2.135 11 1

Major Arterial 1700 50 67 668 667 2.135 11 1

Major Arterial 1700 50 68 667 669 0.436 11 1

Major Arterial 1700 50 69 669 667 0.436 11 1

Major Arterial 1700 50 70 658 670 0.694 11 1

Principal Arterial 1700 45 71 670 658 0.694 11 1

Principal Arterial 1700 45 72 670 671 0.037 11 1

Principal Arterial 1700 45 73 671 670 0.037 11 1

Principal Arterial 1700 45 74 674 675 0.464 11 1

Major Arterial 1300 45 75 675 674 0.464 11 1

Major Arterial 1300 45 76 677 678 0.322 10 1

Collector/ Local Road 800 25 77 678 677 0,322 10 1

Collector / Local Road 800 25 78 521 679 0.904 10 1

Collector / Local Road 800 25 79 679 521 0.904 10 1

Collector / Local Road 800 25 80 676 681 2.427 10 1

Collector!I Local Road 1800 25 81 681 676 2.427 10 1

Collector/ Local Road 1800 25 82 649 683 1.848 11 1

Major Arterial 2000 45 83 683 649 1.848 11 1

Major Arterial 2000 45 84 587 684 1.142 10 1

Collector /Local Road 800 25 85 684 587 1.142 10 1

Collector! Local Road 800 25 86 575 684 1.436 11 1

Major Arterial 1300 45 87 684 575 1.436 11 1

Major Arterial 1300 45 88 688 689 0.733 11 1

Minor Arterial 1300 40 89 689 688 0.733 11 1

Minor Arterial 1300 40 90 690 691 0.699 11 1

Major Arterial 1300 45 91 691 690 0.699 11 1

MajorArterial 1300 45 92 692 693 2.097 11 1

Collector!/ Local Road 1300 40 93 693 692 2.097 11 1

Collector / Local Road 1300 40 94 694 695 1.3 10

-1 Collector / Local Road 800 25 95 695 694 1.3 10 1

Collector!I Local Road 800 25 96 694 696 0.359 10 1

Collector! Local Road 800 25 97 696 694 0.359 10 1

Collector!/ Local Road 800 25 98 648 690 1.725 11 1

Major Arterial 1300 45 99 690 648 1.725 11 1

Major Arterial 1300 45 100 692 698 1.313 11 1

Minor Arterial 1300 40 101 698 692 1.313 11 1

Minor Arterial 1300 40 1-02 695 702 1.748 11 1

Major Arterial 1300 45 103 702 695 1.748 11 1

Major Arterial 1300 45 104 702 703 0.062 11 1

Major Arterial 1300 45 105 703 702 0.062 11 1

Major Arterial 1300 45 106 704 705 0.712 11 1

Minor Arterial 2000 40 107 705 704 0.7 12 11 1

Minor Arterial 2000 40 108 699 706 1.863 11 1

Major Arterial 2000 45 109 706 699 1.863 11 1

Major Arterial 2000 45 110 710 711 0.306 11 1

Major Arterial 1800 40 ill 711 710 0.306 11 1

Major Arterial 1800 40 112 703 712 11.426 1 11 1

Major Arterial 1300 45 113 712 703 11.426 1

11 1

Major Arterial 1300 45 Page 2 of 53 Appendix C - Page 3 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

-Node

-Node Width (ft)

Lanes RodayTp Rate (vehlhr F5(mh 114 710 713 0.667 10 1

Collector/ Local Road 800 25 115 713 710 0.667 10 1

Collector/ Local Road 800 25 116 711 716 1.236 11 1

Major Arterial 1800 45 117 716 711 1.236 11 1

Major Arterial 1800 45 118 719 720 4.283 10 1

Collector / Local Road 800 25 119 720 719 4.283 10 1

Collector/ Local Road 800 25 120 719 721 1.288 11 1

Major Arterial 1300 45 121 721 719 1.288 11 1

Major Arterial 1300 45 122 717 722 0.935 11 1

Minor Arterial 1300 40 123 722 717 0.935 11 1

Minor Arterial 1300 40 124 722 723 0.473 11 1__

Major Arterial 1300 50 125 723 722 0.473 11 1

Major Arterial 1300 50 126 725 726 0.789 11 1

Major Arterial 1300 45 127 726 725 0.789 11 1

Major Arterial 1300 45 128 728 729 1.933 11 1

Minor Arterial 1300 40 129 729 728 1.933 11 1

Minor Arterial 1300 40 130 730 731 0.578 11 1

Major Arterial 1300 50 131 731 730 0.578 11 1

Major Arterial 1300 50 132 732 733 3.095 11 1

Major Arterial 1300 40 133 733 732 3.095 11 1

Major Arterial 1300 40 134 655 734 1.486 10 1

Collector/I Local Road 800 25 135 734 655 1.486 10 1 -

Collector/I Local Road 800 25 136 736 737 0.39 11 1

Major Arterial 1300 45 137 737 736 0.39 11 1

Major Arterial 1300 45 138 613 738 0.045 11 1

Collector!/ Local Road 1300 40 139 738 613 0.045 11 1

Collector!/ Local Road 1300 40 140 738 739 0.437 11 1

Collector! Local Road 1300 40 141 739 738 0.437 11 1

Collector!/ Local Road 1300 40 142 741 749 1.678 11 1

Collector!/ Local Road 1800 40 143 749 741 1.678 1

11 1

Collector / Local Road 1800 40 144 751 752 1.498 11 1

Major Arterial 1300 45 145 752 751 1.498 11 1

Major Arterial 1300 45 146 753 754 0.519 11 1

Collector /Local Road 1300 40 147 754 753 0.519 11 1

Collector /Local Road 1300 40 148 755 756 2.045 10 1

Collector / Local Road 800 25 149 756 755 2.045 10 1

Collector! Local Road 800 25 150 760 761 1.078 11 1

Collector! Local Road 1300 40 151 761 760 1.078 11 1

Collector!/ Local Road 1300 40 152 762 763 0.808 10 1

Collector/ Local Road 800 25 153 763 762 0.808 10 1

Collector / Local Road 800 25 154 764 765 0.062 11 1

Minor Arterial 1300 40 155 765 764 0.062 11 1

Minor Arterial 1300 40 156 766 767 1.234 10 1

Collector / Local Road 800 25 157 767 766 1.234 10 1

Collector / Local Road 800 25 158 766 768 2.104 10 1

Collector! Local Road 800 25 159 768 766 2.104 10 1

Collector! Local Road 800 25 160 772 773 0.334 11 1

Major Arterial 1300 50 161 773 772 0.334 11 1

Major Arterial 1300 45 162 776 778 0,886 11 1

Major Arterial 1300 45 163 778 776 0.886 11 1

Major Arterial 1300 45 164 785 786 1.35 11 1

Minor Arterial 1300 40 165 786 785 1.35 11 1

Minor Arterial 1300 40 166 791 792 0.475 10 1

Collector! Local Road 800 25 167 792 791 0.475 10 1

Collector! Local Road 800 25 168 794 793 1.374 12 1

Ramp 1500 35 169 793 795 0.578 12 1

Ramp 1500 35 170 795 796 0.088 11 1

Major Arterial 1300 459 Page 3 of 53 Appendix C - Page 4 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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) 171 796 795 0.088 11 1

Major Arterial 1300 45 172 793 798 0.255 12 1

Ramp 1500 35 173 796 798 0.355 11 1

Major Arterial 1300 45 174 798 796 0.355 11 1

Major Arterial 1300 45 175 798 799 0.154 11 1

Major Arterial 1300 45 176 799 798 0.154 11 1

Major Arterial 1300 45 177 792 800 0.38 11 1 -

Collector / Local Road 1300 40 178 800 792 0.38 11 1

Collector / Local Road 1300 40 179 803 804 0.962 12 1

Ramp 1500 35 180 799 806 0.294 12 1

Ramp 1500 35 181 796 806 0.643 12 1

Ramp 1500 35 182 805 807 0.532 11 1

Major Arterial 1300 45 183 807 805 0.532 11 1

Major Arterial 1300 45 184 808 803 0.195 12 1

Ramp 1500 35 185 808 809 0.227 11 1

Major Arterial 1300 45 186 809 808 0.227 11 1

Major Arterial 1300 45 187 789 810 0.266 10 1

Collector! Local Road 800 25 188 810 789 0.266 10 1

Collector/ Local Road 800 25 189 808 811 0.226 11 1

Major Arterial 1300 45 190 811 808 0.226 11 1

Major Arterial 1300 45 191 812 811 0.608 12 1

Ramp 1500 35 192 812 809 0.327 12 1

Ramp 1500 35 193 813 803 0.508 12 1

Ramp 1500 35

-194 8111 813 0.188 11 1

Major Arterial 1300 45 195 813 811 0.188 11 1

Major Arterial 1300 45 196 810 814 0.41 10 1

Collector!/ Local Road 800 25 197 814 810 0.41 10 1

Collector /Local Road 800 25 198 816 812 0.703 12 1

Ramp 1500 35

-199 806 818 0.718 12 1

Ramp 1500 35 200 819 820 0.069 11 1

Collector / Local Road 1300 40 201 820 819 0.069 11 1

Collector/ Local Road 1300 40 202 820 821 0.102 11 1

Collector/ Local Road 1300 40 203 821 820 0.102 11 1

Collector! Local Road 1300 40 204 819 821 0.09 11 1

Minor Arterial 1300 40 205 821 819 0.09 11 1

Minor Arterial 1300 40 206 815 823 0.651 11 1

Major Arterial 1300 45 207 823 815 0.651 11 1

Mal'r Arterial 1300 45 208 826 827 1.048 11 1

Principal Arterial 1600 45 209 827 826 1.048 11 1

Principal Arterial 1600 45 210 668 831 3.915 11 1

Minor Arterial 1700 40 211 831 668 3.915 11 1

Minor Arterial 1700 40 212 833 834 1.087 11 1

1 Minor Arterial 1300 40 213 834 833 1.087 11 1

Minor Arterial 1300 40

-214 838 839 0.164 11 1

Major Arterial 1300 45 215 839 838 0.164 11 1

Major Arterial 1300 45 216 841 842 0.451 10 1

Collector!/ Local Road 800 25 217 842 841 0.451 10 1

Collector!/ Local Road 800 25 218 847 848 0.184 11 1

Collector /Local Road 1300 40 219 848 847 0.184 11 1

Collecto r /Local Road 1300 40 220 849 850 0.498 11 1

Major Arterial 1300 45 221 850 849 0.498 11 1

Major Arterial 1300 45 222 857 858 0.229 11 1

Principal Arterial 1700 45 223 858 857 0.229 11 1

Principal Arterial 1700 45 224 860 859 0.536 12 1

Ramp 1500 35

-225 860 862 0.611 11 1

Major Arterial 1700 50 226 862 860 0.611 11 1

Major Arterial 1700 50 227 858 863 0.174 11 1

Principal Arterial 1700 45 Page 4 of 53 Appendix C - Page 5 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 228 863 858 0.174 11 1

Principal Arterial 1700 45 229 859 863 0.185 12 1

Ramp 1500 35 230 858 864 0.112 12

-1 Ramp 1500 35 231 857 864 0.257 12 1

Ramp 1500 35 232 859 865 0.127 12 1

Ramp 1500 35 233 863 865 0.147 11 1

Principal Arterial 1700 45 234 865 863 0.147 11 1

Principal Arterial 1700 45 235 862 866 1.111 1

12 1

Ramp 1500 35 236 868 869 0.13 12 1

Ramp 1500 35 237 866 868 0.301 11 1

Principal Arterial 1700 45 238 868 866 0.301 11 1

Principal Arterial 1700 45 239 871 869 0.233 12 1

Ramp 1500 35 240 868 871 0.193 11 1

Major Arterial 1700 45 241 871 868 0.193 11 1

Major Arterial 1700 45 242 871 872 0.096 11 1

Major Arterial 1700 45 243 872 871 0.096 11 1

Major Arterial 1700 45 244 619 873 0.531 11 1

Collector/ Local Road 1700 40 245 873 619 0.531 11 1

Collector / Local Road 1700 40 246 864 877 1.2 12 1

Ramp 1500 35 247 877 880 0.29 11 2

Principal Arterial 3600 50 248 880 877 0.29 11 2

Principal Arterial 3600 50 249 885 886 0.182 11 1

Major Arterial 1700 45 250 886 885 0.182 11 1

Major Arterial 1700 45 251 888 887 0.114 11 1

Collector / Local Road

___1700 40 252 891 890 0.21 11 1

Major Arterial

___1700 45 253 890 892 0.219 11 1__

Major Arterial

___1700 45 254 893 891 0.228 11 1

Major Arterial 1700 45 255 892 893 0.223 11 1

Major Arterial 1700 45 256 889 894 0.303 11 1

Collector/I Local Road 1700 40 257 894 889 0.303 11 1

Collector/I Local Road 1700 40 258 893 895 0.32 11 1

Major Arterial 1700 45 259 895 893 0.32 11 1

Major Arterial 1700 45 260 896 897 0.138 11 1

Collector / Local Road

___1700 40 261 897 896 0.138 11

1.

Collector /Local Road

___1700 40 262 898 899 0.048 11 1

Collector / Local Road 1700 40 263 896 900 0.223 11 1

Collector / Local Road 1700 40 264 900 896 0.223 11 1

Collector/ Local Road 1700 40 265 1

896 901 0.286 11 1

Collector / Local Road 1700 40 266 901 896 0.286 11 1

Collector / Local Road 1700 40 267 900 901 0.231 11 1

Collector / Local Road 1700 40 268 901 900 0.231 11 1

Collector / Local Road 1700 40 269 902 904 0.379 11 1

Major Arterial 1300 45 270 904 902 0.379 11 1

Major Arterial 1300 45 271 905 989 0.427 11 2

Principal Arterial 3600 50 272 989 905 0.427 11 2

Principal Arterial 3600 50 273 907 910 1.188 11 1

Collector/ILocal Road 1700 40 274 910 907 1.188 11 1

Collector/ Local Road 1700 40 275 913 914 0.156 11 1

Collector /Local Road 1700 40 276 913 915 0.163 11 1

Major Arterial 1700 45 277 915 913 0.163 11 1

Major Arterial 1700 45 278 914 915 0.136 11 2

Principal Arterial 3200 45 279 915 914 0.136 11 2

Principal Arterial 3600 50 280 623 917 0.311 11 1

Major Arterial 1700 45 281 917 623 0.311 11 1

Major Arterial 1700 45 282 663 917 0.109 11 1

Major Arterial 1300 45 283 917 663 0.109 11 1

Major Arterial 1300 45 284 784 919 1.232 11 1

Major Arterial 1300 45 Page 5 of 53 Appendix C - Page 6 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 285 919 784 1.232 11 1

Major Arterial 1300 45 286 762 771 2.227 11 1

Collector ( Local Road 1300 40 287 771 762 2.227 11 1

Collector/I Local Road 1300 40 288 706 921 2.686 11 1

Minor Arterial 1700 40 289 921 706 2.686 11 1

Minor Arterial 1700 40 290 924 925 3.347 11 1

Collector / Local Road 1300 40 291 925 924 3.347 11 1

Collector/I Local Road 1300 40 292 753 926 2.504 10 1

Collector I Local Road 800 25 293 926 753 2.504 10 1

Collector / Local Road 800 25 294 739 756 1.519 11 1

Collector / Local Road 1300 40 295 756 739 1.519 11 1

Collector/ Local Road 1300 40 296 738 927 0.946 11 1

Minor Arterial 1300 40 297 927 738 0.946 11 1

Minor Arterial 1300 40 298 650 752 1.791 11 1

Major Arterial 1300 45 299 752 650 1.791 11 1

Majo r Arterial 1300 45 300 429 690 4.372 11 1

Minor Arterial 2000 40 301 690 429 4.372 11 1

Minor Arterial 2000 40 302 679 683 1.289 11 1

Major Arterial 2000 45 303 683 679 1.289 11 1

Major Arterial 2000 45 304 1

680 681 0.864 12 1

1 Major Arterial 1800 30 305 681 680 0.864 12 1

Major Arterial 1800 30 306 683 687 3.321 11 1

Major Arterial 1300 45 307 687 683 3.32 1 11 1

Major Arterial 1300 45 308 704 928 3.134 11 1

Minor Arterial 2000 40 309 928 704 3.134 11 1

Minor Arterial 2000 40 310 729 930 1.517 11 1

Major Arterial 1800 50 311 930 729 1.517 11 1

Major Arterial 1800 50 312 713 716 0.831 10 1

Collector/ Local Road 800 25 313 716 713 0.831 10 1

Collector /Local Road 800 25 314 476 673 1.017 11 1

Major Arterial 1300 45 315 673 476 1.017 11 1

Major Arterial 1300 45 316 929 934 1.313 10 1

Collector / Local Road 800 25 317 934 929 1.313 10 1

Collector/ Local Road 800 25 318 693 934 2.66 11 1

Major Arterial 1300 50 319 934 693 2.66 11 1 ___

Major Arterial 1300 50 320 611 688 2.732 11 1

Major Arterial 1300 50 321 688 611 2.732 11 1

Major Arterial 1300 50 322 661 935 2.624 10 1

Collector/I Local Road 800 25 323 935 661 2.624 10 1

Collector / Local Road 800 25 324 732 737 1.655 12 1

Major Arterial 1800 30 325 737 732 1.655 12 1

Major Arterial 1800 30 326 759 931 3.05 11 1

Major Arterial 1300 50 327 931 759 3.05 11 1

Major Arterial 1300 50 328 754 931 1.83 11 1~

Collector / Local Road 1300 40 329 931 754 1.83 11 1

Collector/I Local Road 1300 40 330 767 768 2.662 11 1

Major Arterial 1300 50 331 768 767 2.662 11 1

Major Arterial 1300 50 332 769 939 0.521 11 1

Minor Arterial 1800 40 333 939 769 0.521 11 1

Minor Arterial 1800 40 334 750 940 3.202 10 1

Collector / Local Road 800 25 335 940 750 3.202 10 1

Collector/I Local Road 800 25 336 703 717 3.103 11 1

Minor Arterial 1300 40 337 717 703 3.103 11 1

Minor Arterial 1300 40 338 723 936 1.573 11 1

Major Arterial 1300 50 339 936 723 1.573 11 1

Major Arterial 1300 50 340 723 941 2.931 10 1

Collector / Local Road 800 25 341 941 723 2.931 10 1

Collector/I Local Road 800 25 Page 6 of 53 Appendix C - Page 7 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

(ml)

Width (f)

Lanes Rate (vehlhr) 342 722 724 1.175 11 1

Major Arterial 1300 50 343 724 722 1.175 11 1

Major Arterial 1300 50 344 712 730 3.231 11 1

Major Arterial 1300 45 345 730 712 3.231 11 1

Major Arterial 1300 45 346 748 942 1.752 11 1

Collector/ Local Road 1300 40 347 942 748 1.752 11 1

Collector/I Local Road 1300 40 348 737 937 3.538 11 1

Major Arterial 1300 45 349 937.

737 3.538 11 1

Major Arterial 1300 45 350 752 943 1.614 10 1

Collector! Local Road 800 25 351 943 752 1.614 10 1

Collector / Local Road 800 25 352 708 944 0.303 10 1

Collector / Local Road 800 25 353 944 708 0.303 10 1

Collector / Local Road 800 25 354 495 709 3.889 11 1

Major Arterial 2000 45 355 709 495 3.889 11 1

Major Arterial 2000 45 356 765 786 5.248 11 1

~

Minor Arterial 1300 40 357 786 765 5.248 11 1

Minor Arterial 1300 40 358 684 691 3.368 11 1

Major Arterial 1300 45 359 691 684 3.368 11 1

Major Arterial 1300 45 360 695 718 3.051 11 1

1 Minor Arterial 1300 40 361 718 695 3.051 11 1

Minor Arterial 1300 40 362 869 851 1.466 12 1

Ramp 1500 35

.363 851 860 0.702 11 1

Major Arterial 1700 50 364 860 851 0.702 11 1

Major Arterial 1700 50 365 816 804 2.021 12 2

Freeway 4100 65 366 799 809 0.851 11 1

Ma,jor Arterial 1300 45 367 809 799 0.851 11 1

Major Arterial 1300 45 368 884 947 0.16 11 1

Major Arterial 1700 45 369 947 884 0.16 11 1

Major Arterial 1700 45 370 820 923 1.731 11 1

Collector / Local Road 1300 40 371 923 820 1.731 11 1

Collector / Local Road 1300 40 372 829 834 1.038 11 1

Minor Arterial 1300 40 373 834 829 1.038 11 1

Minor Arterial 1300 40 374 834 949 1.538 11 1

Minor Arterial 1300 40 375 949 834 1.538 11 1

Minor Arterial 1300 40 376 800 950 3.117 11 1

Minor Arterial 1300 40 377 950 800 3.117 11 1

Minor Arterial 1300 40 378 823 951 0.892 11 1

Major Arterial 1300 45 379 951 823 0.892 11 1

Major Arterial 1300 45 380 832 951 2.11 11 1

Major Arterial 1300 45 381 951 832 2.11 11 1

Major Arterial 1300 45 382 843 952 1.264 11 1

Collector / Local Road 1300 40 383 952 843 1.264 11 1

Collector / Local Road 1300 40 384 657 832 1.482 11 1

Collector! Local Road 1300 40 385 832 657 1.482 11 1

Collector / Local Road 1300 40 386 836 954 0.981 11 1

Major Arterial 1300 45 387 954 836 0.981 11 1

Major Arterial 1300 45 388 958 959 1.434 11 1

Major Arterial 1700 50 389 959 958 1.434 11 1

Major Arterial 1700 50 390 963 964 0.727 11 1

Major Arterial 1700 45 391 964 963 0.727 11 1

Major Arterial 1700 45 392 853 965 0.679 10 1

Collector! Local Road 800 25 393 965 853 0.679 10 1

Collector! Local Road 800 25 394 831 966 1.696 11 1

Collector! Local Road 1700 40 395 966 831 1.696 11 1

Collector! Local Road 1700 40 36 966 967 2.819 10 1

ollector!/ Local Road 1500 25 397 967 966 2.819 10 1

Collector/ Local Road 1500 25 398 845 847 0.203 10 1

Collector!/ Local Road 1700 30 Page 7 of 53 Appendix C - Page 8 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

-Nde

-Noe mi)

Width (ft)

Lanes Roda ye Rate (vehlhr) 399 847 845 0.203 10 1

Collector/I Local Road 1700 30 400 844 969 0.187 11 1

Major Arterial 1300 45 401 969 844 0.187 11 1

Major Arterial 1300 45 402 841 970 1.536 11 1

Major Arterial 1300 45 403 970 841 1.536 11 1

Major Arterial 1300 45 404 844 970 0.213 11 1

Major Arterial 1300 45 405 970 844 0.213 11 1

Major Arterial 1300 45 406 969 970 0.125 11 1

Collector / Local Road 1300 40 407 970 969 0.125 11 1

Collector /Local Road 1300 40 408 830 972 0.335 11 1

Major Arterial 1300 45 409 972 830 0.335 11 1__

Major Arterial 1300 45 410 942 973 2.466 10 1

Collector! Local Road 800 25 411 973 942 2.466 10 1

Collector!/ Local Road 800 25 412 700 711 1.164 11 1

Major Arterial 1800 45 413 711 700 1.164 11 1

Major Arterial 1800 45 414 701 710 1.101 10 1

Collector /Local Road 800 25 415 710 701 1.101 10 1

Collector /Local Road 800 25 416 687 928 2.947 11 1

Major Arterial 1300 45 417 928 687 2.947 11 1

Major Arterial 1300 45 418 734 735 1.852 10 1

Collector! Local Road 800 25 419 735 734 1.852 10 1

Collector! Local Road 800 25 420 749 922 0.829 11 1

Major Arterial 1800 45 421 922 749 0.829 11 1

Major Arterial 1800 45 422 654 749 2.528 11 1 -

Major Arterial 1800 45 423 749 654 2.528 11 1

Major Arterial 1800 45 424 922 974 2.933 10 1

Collector!/ Local Road 800 25 425 974 922 2.933 10 1

Collector/I Local Road 800 25 426 714 727 3.279 11 1

Collector/ Local Road 1300 40 427 727 714 3.279 11 1

Collector! Local Road 1300 40 428 714 718 2.047 11 1

Minor Arterial 1300 40 429 718 714 2.047 11 1

Minor Arterial 1300 40 430 940 942 2.812 11 1

Collector/ Local Road 1300 40 431 942 940 2.812 11 1

Collector!/ Local Road 1300 40 432 790 966 3.737 11 1

Collector!/ Local Road 1300 40 433 966 790 3.737 11 1

Collector! Local Road 1300 40 434 790 797 1.251 11 1

Collector!/ Local Road 1300 40 435 797 790 1.251 11 1

Collector!/ Local Road 1300 40 436 800 815 3.974 11 1

Minor Arterial 1300 40 437 815 800 3.974 11 1

Minor Arterial 1300 40 438 720 944 0.291 10 1

Collector!/ Local Road 800 25 439 944 720 0.291 10 1

Collector!/ Local Road 800 25 440 682 933 0.228 11 1

Collector / Local Road 1300 40 441 933 682 0.228 11 1

Collector!/ Local Road 1300 40 442 840 846 0.068 11 1

Collector!/ Local Road 1700 40 443 846 840 0.068 11 1

Collector!/ Local Road 1700 40 444 660 843 2.606 11 1

Principal Arterial 1600 55 445 843 660 2.606 1 11 1

Principal Arterial 1600 55 446 829 840 3.578 11 1

1Collector!/ Local Road 1300 40 447 840 829 3.578 11 1

Collector/ Local Road 1300 40 448 772 777 0.838 11 1

Major Arterial 1300 50 449 777 772 0.838 11 1

Major Arterial 1300 50 450 975 962 0.764 11 2

Principal Arterial 3600 60 451 698 729 5.362 11 1

Collector!/ Local Road 1800 40 452 729 698 5.362 11 1

Collector!/ Local Road 1800 40 453 775 974 4.929 10 1

Collector! Local Road 800 25 454 974 775 4.929 10 1

Collector! Local Road 800 25 455 833 949 1.165 11 1

Minor Arterial 1300 40 Page 8 of 53 Appendix C - Page 9 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 456 949 833 1.165 11 1

Minor Arterial 1300 40 457 862 877 0.99 11 1

Major Arterial 1700 50 458 877 862 0.99 11 1

Major Arterial 1700 50 459 865 866 0.259 11 1

Principal Arterial 1700 45 460 866 865 0.259 11 1

Principal Arterial 1700 45 461 894 909 1.585 11 1

Major Arterial 1300 45 462 909 894 1.585 11 1

Major Arterial 1300 45 463 777 779 3.089 10 1

Collector/I Local Road 800 25 464 779 777 3.089 10 1

1 Collector/I Local Road 800 25 465 684 921 3.459 11 1

Collector/I Local Road 1700 40 466 921 684 3.459 11 1

Collector / Local Road 1700 40 467 612 977 0.99 11 1

Major Arterial 1800 45 468 977 612 0.99 11 1

Major Arterial 1800 45 469 716 977 0.409 11 1

Major Arterial 1800 45 470 977 716 0.409 11 1

Mal'orArterial 1800 45 471 977 978 0.709 10 1

Collector! Local Road 800 25 472 978 977 0.709 10 1

Collector / Local Road 800 25 473 762 979 2.224 11 1

Minor Arterial 1300 40 474 979 762 2.224 11 1

Minor Arterial 1300 40 475 760 980 0.068 11 1

Minor Arterial 1300 40 476 980 760 0.068 11 1

Minor Arterial 1300 40 477 979 980 0.079 11 1

Collector/I Local Road 1300 40 478 980 979 0.079 11 1

Collector/I Local Road 1300 40 479 698 929 3.429 10 1

Collector / Local Road 800 25 480 929 698 3.429 10 1

Collector / Local Road 800 25 481 615 955 0.304 10 1

Collector /Local Road 800 25 482 955 615 0.304 10 1

Collector! Local Road 800 25 483 915 916 1.016 11 2

Principal Arterial 3200 45 484 916 915 1.016 11 2

Principal Arterial 3200 45 485 656 981 0.621 11 1

Minor Arterial 1700 40 486 981 656 0.621 11 1

Minor Arterial 1700 40 487 657 981 1.558 11 1

Minor Arterial 1700 40 488 981 657 1.558 11 1

Minor Arterial 1700 40 489 892 982 0.276 12 1

Minor Arterial 1700 35 490 982 892 0.276 12 1

Minor Arterial 1700 35 491 983 984 0.476 10 2

Collector/ Local Road 1500 25 492 984 983 0.476 10 1

Collector/I Local Road 1500 25 493 985 986 0.228 10 1

Collector / Local Road 800 25 494 986 985 0.228 10 1

Collector/I Local Road 800 25 495 905 990 0.584 11 2

Principal Arterial 3600 50 496 990 905 0.584 11 2

Principal Arterial 3600 50 497 988 960 0.4 11 1

Principal Arterial 1700 50 498 991 992 0.019 11 1

Collector / Local Road 1700 40 499 788 993 1.113 10 1

Collector / Local Road 800 25 500 993 788 1.113 10 1

Collector / Local Road 800 25 501 801 953 0.988 11 1

Major Arterial 1700 40 502 953 801 0.988 11 1

Major Arterial 1700 40 503 678 994 0.482 10 1

Collector / Local Road 800 25 504 994 678 0.482 10 1

Collector! Local Road 800 25 505 1

662 995 0.374 10 1

1 Collector! Local Road 800 25 506 995 662 0.374 10 1

Collector! Local Road 800 25 507 997 996 0.062 11 1

Collector! Local Road 1700 40 508 995 998 0.703 10 1

Collector!/ Local Road 800 25 509 998 995 0.703 10 1

Collector!/ Local Road 800 25 510 935 998 0.808 10 1

Collector/I Local Road 800 25 511 998 935 0.808 10 1

Collector! Local Road 800 25 512 724 731 2.124 11 1

Major Arterial 1300 50 Page 9 of 53 Appendix C - Page 10 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

Link__

________Nod (ml)

Width (ft)

Lanes Rate________

513 731 724 2.124 11 1

Major Arterial 1300 50 514 624 731 0.668 11 1

Major Arterial 1300 45 515 731 624 0.668 11 1

Major Arterial 1300 45 516 814 817 1.07 111Major Arterial 1300 45 517 817 814 1.07 111Major Arterial 1300 45 518 680 686 3.96 111Major Arterial 2000 45 519 686 680 3.96 111Major Arterial 2000 45 520 880 872 1.236 12 1

Ramp 1500 35 521 961 1000 0.841 11 1

Major Arterial 1700 50 522 1000 961 0.841 11 2

Principal Arterial 3600 50 523 649 1001 0.899 10 1

Collector / Local Road 800 25 524 1001 649 0.899 10 1

Collector / Local Road 800 25 525 610 1001 1.566 10 1

Collector/ Local Road 800 25 526 1001 610 1.566 10 1

Collector/ Local Road 800 251 527 1007 1008 0.932 10 1

Collector/ Local Road 800 25 528 1008 1007 0.932 10 1

Collector / Local Road 800 25 529 1012 1013 0.103 11 1

Principal Arterial 1600 45 530 1013 1012 0.103 11 1

Principal Arterial 1600 45 531 1008 1014 0.73 10 1

Collector/ Local Road 800 25 532 1014 1008 0.73 10 1

Collector/I Local Road 800 25 533 1012 1016 0.017 11 1

Principal Arterial 1700 45 534 1016 1012 0.017 11 1

Principal Arterial 1700 45 535 1020 1021 0.754 10 1

Collector/ Local Road 800 25 536 1021 1020 0.754 10 1

Collector/I Local Road 800 25 537 1006 1025 3.732 10 1

Collector/ Local Road 800 25 538 1025 1006 3.732 10 1

Collector / Local Road 800 25 539 1026 1027 1.081 11 1

Major Arterial 1500 50 540 1027 1026 1.081 11 1

Major Arterial 1500 50 541 1028 1029 0.184 11 1

Principal Arterial 1600 40 542 1029 1028 0.184 11 1

Principal Arterial 1600 40 543 1034 1035 0.192 11 1

Major Arterial 1300 40 544 1035 1034 0.192 11 1

Major Arterial 1300 40 545 1025 1036 1.062 1

11 1

Minor Arterial 1300 40 546 1036 1025 1.062 11 1

Minor Arterial 1300 40 547 1030 1039 2.06 10 1

Collector / Local Road 800 25 548 1039 1030 2.06 10 1

Collector/I Local Road 800 25 549 1040 1042 1.694 11 1

Major Arterial 1300 50 550 1042 1040 1.694 11 1

Major Arterial 1300 50 551 1046 1047 0.168 111Major Arterial 1300 45 552 1047 1046 0.168 111Major Arterial 1300 H

45 553 1048 1049 2.478 10 1

Collector / Local Road 800 25 554 1049 1048 2.478 10 1

Collector / Local Road 800 25 555 1048 1050 0.4 10 1

Collector/I Local Road 800 25 556 1050 1048 0.4 10 1

Collector/ Local Road 800 25 557 1047 1054 1.968 111Major Arterial 1300 45 558 1054 1047 1.968 111Major Arterial 1300 45 559 1057 1058 0.08 111Minor Arterial 1300 40 560 1058 1057 0.08 111Minor Arterial 1300 40 561 1054 1059 1.215 11 1

Major Arterial 1300 45 562 1059 1054 1.215 11 1

Major Arterial 1300 45 563 1061 1062 0.389 10 1

Collector / Local Road 800 25 564 1062 1061 0.389 10 1

Collector I Local Road 800 25 565 629 1064 0.104 11

1.

Major Arterial 1300 45 566 1064 629 0.104 11 1

Major Arterial 1300 45 567 636 646 0.316 11 1

Major Arterial 1300 45 568 646 636 0.316 11 1

Major Arterial 1300 45 569 1070 1071 10.533 11 1

Major Arterial 1300 45 Page 10 of 53 Appendix C -Page 11 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

Width (ft) -Lanes Roda ye Rate (vehlhr)

FF(mh 570 1071 1070 0.533 11 1

Major Arterial 1300 45 571 646 643 1.295 12 1

Ramp 1500 35 572 1072 1073 1.002 12 1

Ramp 1500 35 573 1074 626 0.173 12 1

Ramp 1500 35 574 626 1072 0.317 12 1

Ramp 1500 35 575 1074 625 0.388 12 1

Ram p 1500 35 576 1076 1074 1.197 12 1

Ramp 1500 35 577 1077 1072 0.697 1

12 1

Ramp 1500 35 578 625 1077 0.265 11 1

Major Arterial 1300 45 579 1077 625 0.265 11 1

Major Arterial 1300 45 580 1089 1090 0.098 12 1

Major Arterial 1300 35 581 1090 1089 0.098 12 1

Major Arterial 1300 35 582 1090 1091 0.391 12 1

Major Arterial 1300 35 583 1091 1090 0.391 12 1

Major Arterial 1300 35 584 1092 1093 0.156 11 1

Ramp 1500 55 585 1092 1094 0.124 11 1

Ramp 1500_55 586 1095 1092 1.057 11 1

Ramp 1500_____

55__

587 1097 1098 1.751 11 1

Ramp 1500 55 588 1099 1097 0.16 11 1

Ramp 1500 55 589 1100 1097 0.332 12 1

Ramp 1500 35 590 1096 1101 0.488 12 1

Minor Arterial 1300 35 591 1101 1096 0.488 12 1

Minor Arterial 1300 35 592 1102 1101 0.199 12 1

Minor Arterial 1300 35 593 1102 1103 0.265 12 1

Principal Arterial 1700 35 594 1103 1102 0.265 1 12 1

Principal Arterial 1700 35 595 1104 1105 0.416 11 1

Principal Arterial 1600 45 596 1105 1104 0.416 11 1

Principal Arterial 1600 45 597 1108 1109 0.573 11 1

Major Arterial 1300 50 598 1109 1108 0.573 11 1

Major Arterial 1300 50 599 630 1110 1.183 11 1

Major Arterial 1300 45 600 1110 630 1.183 11 1

Major Arterial 1300 45 601 1088 1112 0.196 10 1

Collector/ Local Road 1300 25 602 1112 1088 0.196 11 1

Collector /Local Road 1300 45 603 1083 1115 0.339 11 1

Collector /Local Road 1300 40 604 1115 1083 0.339 11 1

Collector/ Local Road 1300 40 605 1086 1087 0.214 10

-1 Collector I Local Road 800 25 606 1087 1086 0.214 10 1

Collector / Local Road 800 25 607 1086 1117 2.14 11 1

Major Arterial 1300 45 608 1117 1086 2.14 11 1

Major Arterial 1300 45 609 1096 1118 0.423 11 1

Minor Arterial 1300 45 610 1118 1096 0.423 11 1

Minor Arterial 1300 45 611 1076 1073 2.382 12 2

Freeway 4100 65 612 640 642 2.786 12 2

Freeway 4100 65 613 1093 1117 0.769 11 1

Collector /Local Road 1300 45 614 1117 1093 0.769 11 1

Collector /Local Road 1300 45 615 1117 1119 0.247 11 1

Major Arterial 1700 45 616 1119 1117 0.247 11 1

Major Arterial 1700 45 617 1091 1112 0.609 10 1

Collector/ Local Road 1300 25 618 1112 1091 0.609 10 1

Collector/ Local Road 1300 25 619 1103 1104 0.885 11 1

Principal Arterial 1600 40 620 1104 1103 0.885 11 1

Principal Arterial 1600 40 621 1035 1049 11.877 10 1

Collector /Local Road 800 25 622 1049 1035 1.877 10 1

Collector/I Local Road 800 25 623 1110 1120 0.391 10 1

Collector/ Local Road 800 25 624 1120 1110 0.391 10 1

Collector / Local Road 800 25 625 1048 1058 1.412 10 1

Collector/ Local Road 800 25 626 1058 11048 1.412 10 1

Collector/I Local Road 800 25 Page 11 of 53 Appendix C - Page 12 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flew F(mh S(mill Width (ft)

Lanes Rate (vehlhr)FF(mh 627 1057 1061 0.581 11 1

Major Arterial 1300 45 628 1061 1057 0.581 11 1

Major Arterial 1300 45 629 1051 11111 1.789 11 1

Major Arterial 1300 45 630 1111 1051 1.789 11 1

Major Arterial 1300 45 631 1032 1122 0.603 11 1

Major Arterial 1300 50 632 1122 1032 0.603 11 1

Major Arterial 1300 50 633 1122 1123 0.232 11 1

Major Arterial 1300 50 634 1123 1122 0.232 11 1

Major Arterial 1300 50 635 1031 1123 0.543 11 1

Principal Arterial 1600 40 636 1123 1031 0.543 11 1

Principal Arterial 1600 40 637 1032 1124 0.173 11 1

Principal Arterial 1600 40 638 1029 1041 2.422 11 1

Major Arterial 1300 45 639 1041 1029 2.422 11 1

Major Arterial 1300 45 640 1016 1029 1.426 11 1

Principal Arterial 1600 45 641 1029 1016 1.426 11 1

Principal Arterial 1600 45 642 1022 1023 0.206 12 1

Principal Arterial 1700 25 643 1023 1022 0.206 12 1

Principal Arterial 1700 25 644 1126 1127 0.163 10 1

Collector/ Local Road 800 25 645 1127 1126 0.163 10 1

Collector/ Local Road 800 25 646 629 1061 2.989 11 1

Major Arterial 1300 45 647 1061 629 2.989 11 1

Major Arterial 1300 45 648 1071 1075 0.732 11 1

Major Arterial 1300 45 649 1075 1071 0.732 11 1

Major Arterial 1300 45 650 1015 1130 1.419 11 1

Principal Arterial 1600 50 651 1130 1015 1.419 11 1

Principal Arterial 1600 50 652 1128 1131 0.869 10 1

Collector!/ Local Road 800 25 653 1131 1128 0.869 10 1

Collector!/ Local Road 800 25 654 1129 1131 0.42 10 1

Collector!/ Local Road 800 25 655 1131 1129 0.42 10 1

Collector /Local Road 800 25 656 1078 1116 0.278 11 1

Minor Arterial 1300 40 657 1116 1078 0.278 11 1

Minor Arterial 1300 40 658 1133 1134 0.074 11 1

Principal Arterial 1600 50 659 1134 1133 0.074 11 1

Principal Arterial 1600 45 660 634 1020 1.076 10 1

Collector / Local Road 800 25 661 1020 634 1.076 10 1

Collector / Local Road 800 25 662 1063 1136 0.164 11 1

Minor Arterial 1300 40 663 1136 1063 0.164 11 1

Minor Arterial 1300 40 664 1080 1109 1.837 11 1

Major Arterial 1300 50 665 1109 1080 1.837 11 1

Major Arterial 1300 50 666 1136 1137 2.24 11 1

Collector/ Local Road 1300 40 667 1137 1136 2.24 11 1

Collector/ Local Road 1300 40 668 1066 1138 0.372 10 1

Collector/ Local Road 800 25 669 1138 1066 0.372 10 1

Collector/ Local Road 800 25 670 1137 1139 2.281 11 1

Collector /Local Road 1300 50 671 1139 1137 2.281 11 1

Collector/ Local Road 1300 50 672 1044 1140 0.562 10 1

Collector!/ Local Road 800 25 673 1140 1044 0.562 10 1

Collector/I Local Road 800 25 674 1007 1020 4.406 10 1

Collector! Local Road 800 25 675 1020 1007 4.406 1

10 1

Collector / Local Road 800 25 676 634 1133 1.087 11 1

Principal Arterial 1600 50 677 1133 634 1.087 11 1

Principal Arterial 1600 50 678 1003 1141 1.329 11 1

Minor Arterial 1300 40 679 1141 1003 1.329 11 1

Minor Arterial 1300 40 680 1006 1141 5.249 10 1

Collector / Local Road 800 25 681 1141 1006 5.249 10 1

Collector/ Local Road 800 25 682 1008 1132 10.977 10 1

Collector! Local Road 1 800 25 683 1132 1008 10.977 10 1

Collector! Local Road 1 800 25 Page 12 of 53 Appendix C - Page 13 of 68

Appendix C Peach Boftorn NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

U-Nde D-Nde (ml)

Width (ft)

Lanes Roda ye Rate (veh/hr)

F mh 684 1027 11.30 0.482 11 1

Major Arterial 1500 50 685 1130 1027 0.482 11 1

Major Arterial 1500 50 686 1093 1094 0.099 11 1

Collector/I Local Road 1300 45 687 1094 1093 0.099 11 1

Collector! Local Road 1300 45 688 1094 1142 0.146 11 1

Ramp 1500 55 689 1142 628 0.682 11 1

Ramp 1500 55 690 1143 1142 0.249 11 1

Ram p 1500 55 691 1094 1143 0.231 11 1

Collector /Local Road 1300 45 692 1143 1094 0.231 11 1

Collector/ Local Road 1300 45 693 1095 628 1.029 12 2

Freeway 4100 65 694 1144 1145 0.94 11 1

Ramp 1500 55 695 1143 1145 0.767 11 1

Collector /Local Road 1300 45 696 1145 1143 0.767 11 1

Collector / Local Road 1300 45 697 1099 1145 0.361 11 1

Collector/ Local Road 1300 45 698 1145 1099 0.361 11 1

Collector/ Local Road 1300 45 699 1026 1146 1.616 11 1

Major Arterial 1500 45 700 1146 1026 1.616 11 1

Major Arterial 1500 45 701 1146 1147 0.347 10 2

Collector/ Local Road 1600 25 702 1147 1146 0.347 10 2

Collector /Local Road 1600 25 703 1115 1149 0.113 11 1

MajorArterial 1300 45 704 1149 1115 0.113 11 1

Major Arterial 1300 50 705 183 184 0.032 11 1

Major Arterial 1300 50 706 184 183 0.032 11 1

Major Arterial 1300 50 707 185 186 0.601 11 1

Minor Arterial 1700 40 708 186 185 0.601 11 1

Minor Arterial 1700 40 709 187 188 0.231 11 1

Principal Arterial 1700 45 710 188 187 0.231 11 1

Principal Arterial 1700 45 711 189 190 0.36 11 1

Minor Arterial 1300 40 712 190 189 0.36 11 1

Minor Arterial 1300 40 713 192 193 0.615 11 1

Major Arterial 1700 45 714 193 192 0.615 11 1

Major Arterial 1700 45 715 197 198 1.011 11 1

Minor Arterial 1300 40 716 198 197 1.011 11 1

Minor Arterial 1300 40 717 199 200 0.757 11 1

Minor Arterial 1300 40 718 200 199 0.757 11 1

Minor Arterial 1300 40 719 201 202 0.63 11 1

Principal Arterial 1600 40 720 202 201 0.63 11 1

Principal Arterial 1600 40 721 203 204 0.52 11 1

Principal Arterial 1600 40 722 204 203 0.52 11 1

Principal Arterial 1600 40 723 206 207 0.274 12 1

Principal Arterial 1600 35 724 207 206 0.274 12 1

Principal Arterial 1600 35 725 211 212 0.096 11 1

Major Arterial 1300 45 726 212 211 0.096 11 1

Major Arterial 1300 45 727 218 216 2.274 12 2

Freeway 4100 60 728 219 220 0.463 12 1

Ramp 1500 35 729 220 221 0.572 12 1

Ramp 1500 35 730 222 218 0.678 12 1

Ramp 1500 35 731 223 222 0.461 12 1

Ramp 1500 35 732 222 224 0.786 11 1

Major Arterial 1300 45 733 224 222 0.786 11 1

Major Arterial 1300 45 734 225 227 0.494 11 1

Minor Arterial 1300 40 735 227 225 0.494 11 1

Minor Arterial 1300 40 736 229 228 0.692 12 2

Freeway 4100 55 737 230 180 0.603 12 1

Ramp 1500 35 738 229 179 0.693 12 1

Ramp 1500 35 739 179 228 0.996 12 1

Ramp 1500 35 740 230 231 0.491

`12 2

Freeway 4100 55 Page 13 of 53 Appendix C - Page 14 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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) 741 180 231 0.804 12 1

Ramp 1500 35 742 239 238 0.606 12 1

Ramp 1500 35 743 238 240 0.028 11 1

Major Arterial 1700 45 744 240 238 0.028 11 1

Major Arterial 1700 45 745 241 242 0.03 11 1

Major Arterial 1700 45 746 242 241 0.03 11 1

Major Arterial 1700 45 747 243 244 0.148 11 1

Major Arterial 1700 45 748 244 243 0.148 11 1

Major Arterial 1700 45 749 245 246 0.072 11 1

1 Major Arterial 1700 45 750 246 245 0.072 11 1

Major Arterial 1700 45 751 246 250 0.133 11 1

Minor Arterial 1700 40 752 250 246 0.133 11 1

Minor Arterial 1700 40 753 250 247 0.257 11 1

Minor Arterial 1700 40 754 262 263 0.059 11 1

Principal Arterial 1600 50 755 263 262 0.059 11 1

Principal Arterial 1600 45 756 261 266 0.859 11 1

Minor Arterial 1300 40 757 266 261 0.859 11 1

Minor Arterial 1300 40 758 268 269 0.102 11 1

Minor Arterial 1300 40 759 269 268 0.102 11 1

Minor Arterial 1300 40 760 260 270 0.734 11 1

Minor Arterial 1700 40 761 270 260 0.734 11 1

Minor Arterial 1700 40 762 267 272 2.024 12 1

Principal Arterial 1600 35 763 272 267 2.024 12 1

Principal Arterial 1600 35 764 268 273 1.362 11 1

Minor Arterial 1700 40 765 273 268 1.362 11

1.

Minor Arterial 1700 40 766 272 276 1.058 12 1

Principal Arterial 1700 35 767 276 272 1.058 12 1

Principal Arterial 1700 35 768 182 276 0.093 12 i

Principal Arterial 1700 35 769 276 182 0.093 12 1

Principal Arterial 1700 35 770 182 277 0.517 12 1

Ramp 1500 35 771 181 275 0.551 12 1-Ramp 1500 35 772 280 181 0.823 12 1

Ramp 1500 35 773 283 284 1.735 10 1

Collector/ Local Road 800 25 774 284 283 1.735 10 1

Collector/I Local Road 800 25 775 285 286 0.193 11 1

Collector / Local Road 800 45 776 286 285 0.193 10 1

Collector/ Local Road 800 25 777 287 288 0.056 11 1

Major Arterial 1300 45 778 288 287 0.056 11 1

Major Arterial 1300 45 779 290 292 0.965 11 1

Minor Arterial 1300 40 780 292 290 0.965 11 1

Minor Arterial 1300 40 781 293 294 0.252 12 1

Freeway 2051 50 782 294 293 0.252 12 1

Freeway 2051 50 783 205 207 0.311 12 1

Principal Arterial 1600 35 784 207 205 0.311 12 1

Principal Arterial 1600 35 785 208 296 2.819 11 1

Minor Arterial 1300 40 786 296 208 2.819 11 1

Minor Arterial 1300 40 787 203 205 1.982 12 1

Principal Arterial 1600 35 788 205 203 1.982 12 1

Principal Arterial 1600 35 789 202 204 2.085 11 1

Principal Arterial 1600 40 790 204 202 2.085 11 1

Principal Arterial 1600 40 791 192 194 0.446 11 1

Collector/I Local Road 1700 401 792 194 192 0.446 11 1

Collector / Local Road 1700 40 793 185 189 1.853 11 1

Minor Arterial 1700 40 794 189 185 1.853 11 1

Minor Arterial 1700 40 795 183 185 4.34 11 1

Minor Arterial 1300 40 796 185 183 4.34 11 1

Minor Arterial 1300 40 797 285 298 2.797 11 1

1Collector/I Local Road 800 45 1

Page 14 of 53 Appendix C - Page 15 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 798 298 285 2.797 11 1

Collector!/ Local Road 800 45 799 274 300 1.854 10 1

Collector/ Local Road 800 25 800 300 274 1.854 10 1

Collector!/ Local Road 800 25 801 264 301 3.641 10 1

Collector! Local Road 800 25 802 301 264 3.641 10 1

Collector / Local Road 800 25 803 265 269 1.664 11 1

Minor Arterial 1700 40 804 269 265 1.664 11 1

Minor Arterial 1700 40 805 299 302 0.2 11 1

Minor Arterial 1700 40 806 302 299 0.2 11 1

Minor Arterial 1700 40 807 254 257 0.682 11 1

Major Arterial 1300 45 808 257 254 0.682 11 1

Major Arterial 1300 45 809 238 242 0.289 11 1

Major Arterial 1700 45 810 242 238 0.289 11 1

Major Arterial 1700 45 811 220 222 0.466 11 1

Major Arterial 1300 45 812 222 220 0.466 11 1

Major Arterial 1300 45 813 308 275 0.266 12 2

Freeway 4100 55 814 280 308 1.103 12 2

Freeway 4100 50 815 315 316 0.068 11 1

Principal Arterial 1600 45 816 316 315 0.068 11 1

Principal Arterial 1600 45 817 317 318 2.654 11 1

Principal Arterial 1600 45 818 318 317 2.654 11 1

Principal Arterial 1600 45 819 172 324 3.448 10 1

Collector! Local Road 800 25 820 324 172 3.448 10 1

Collector! Local Road 800 25 821 335 336 0.052 12 1

Major Arterial 1300 35 822 336 335 0.052 12 1

Major Arterial 1300 35 823 342 343 0.203 12 1

Major Arterial 1300 35 824 343 342 0.203 12 1

Major Arterial 1300 35 825 344 345 1.685 11 1

Major Arterial 1300 45 826 345 344 1.685 11 1

Major Arterial 1300 45 827 345 349 0.571 11 1

Major Arterial 1300 45 828 349 345 0.571 11 1

Majo rArterial 1300 45 829 351 352 1.721 11 1

Principal Arterial 1600 45 830 352 351 1.721 11 1

Principal Arterial 1600 45 831 356 357 0.245 11 1

Principal Arterial 1600 45 832 357 356 0.245 11 1

Principal Arterial 1600 45 833 138 360 0.7 11 1

Minor Arterial 1300 40 834 360 138 0.7 11 1

Minor Arterial 1300 40 835 329 362 0.842 10 1

Collector! Local Road 2000 25 836 362 329 0.842 10 1

Collector! Local Road 2000 25 837 363 364 1.223 11 1

Collector! Local Road 1800 40 838 364 363 1.223 11 1

Collector! Local Road 1800 40 839 367 368 0.378 10 1

Collector! Local Road 1300 35 840 368 367 0,378 10 1

Collector! Local Road 1300 35 841 326 370 0.126 10 1

Collector!/ Local Road 1700 35 842 370 326 0.126 11 1

Collector!/ Local Road 1700 40 843 383 384 0.429 10 1

Collector!/ Local Road 800 25 844 384 383 0.429 10 1

Collector! Local Road 800 25 845 324 389 0.579 11 1

Collector! Local Road 800 45 846 389 324 0.579 11 1

Collector! Local Road 800 45 847 392 393 2.115 10 1~

Collector! Local Road 800 25 848 393 392 2.115 10 1

Collector I Local Road 800 25 849 395 396 0.145 10 1

Collector! Local Road 800 25 850 396 395 0.145 10 1

Collector!/ Local Road 800 25 851 398 399 1.469 10 1

Collector!/ Local Road 800 25 852 399 398 1.469 10 1

Collector! Local Road 800 25 853 319 400 2.617 11 1

Collector! Local Road 800 45 854 400 319 2.617 11 1

Collector! Local Road 800 45 Page 15 of 53 Appendix C - Page 16 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

U-oe D-oe Length Lane Number of Roda ye Saturation Flow F(mh Link U-Nde D-ode Width (111 Lanes Roda ye Rate (vehlhr)FF(mh 855 403 404 1.425 10 1

Collector / Local Road 800 25 856 404 403 1.425 10 1

Collector / Local Road 800 25 857 318 405 0.247 10 1

Collector/ Local Road 800 25 858 405 318 0.247 10 1

Collector! Local Road 800 25 859 420 421 0.097 10 1

Collector / Local Road 800 25 860 421 420 0.097 10 1

Collector / Local Road 800 25 861 423 424 0.798 10 1

Collector!/ Local Road 800 25 862 424 423 0.798 10 1

Collector/I Local Road 800 25 863 312 351 0.599 11 1

Principal Arterial 1600 45 864 351 312 0.599 11 1

Principal Arterial 1600 45 865 431 432 0.551 11 1

Major Arterial 1300 45 866 432 431 0.551 11 1

Major Arterial 1300 45 867 165 436 0.336 11 1

Major Arterial 2000 45 868 436 165 0.336 11 1

Major Arterial 2000 45 869 437 438 0.006 12 1

MaJor Arterial 1700 25 870 438 437 0.006 11 1

Major Arterial 1700 45 871 441 442 0.245 11 1

Collector/I Local Road 1300 40 872 442 441 0.245 11 1

Collector/I Local Road 1300 40 873 443 445 2.016 11 1

Collector/ Local Road 1300 45 874 445 443 2.016 11 1

Collector!I Local Road 1300 45 875 443 444 0.576 11 1

Collector / Local Road 1300 45 876 444 443 0.576 11 1

Collector / Local Road 1300 45 877 447 449 0.619 11 1

Collector!/ Local Road 800 40 878 449 447 0.619 10 1

Collector/ Local Road 800 25 879 455 456 1.628 10 1

Collector! Local Road 800 25 880 456 455 1.628 10 1

Collector!/ Local Road 800 25 r 881 457 458 0.084 11 1

Collector / Local Road 800 40 882 458 457 0.084 11 1

Collector! Local Road 800 40 883 449 459 0.154 11 1

Collector / Local Road 800 40 884 459 449 0.154 11 1

Collector! Local Road 800 40 885 456 457 0.973 11 1

Collector!/ Local Road 800 40 886 457 456 0.973 11 1

Collector!/ Local Road 800 40 887 462 463 0.202 11 1

Principal Arterial 1700 50 888 463 462 0.202 11 1

Principal Arterial 1700 50 889 479 482 1.05 11 1

Major Arterial 1300 45 890 482 479 1.05 11 1

Major Arterial 1300 45 891 480 484 0.295 10 1

Collector!/ Local Road 800 25 892 484 480 0.295 10 1

Collector!/ Local Road 800 25 893 429 485 2.252 11 1

Mao r Arterial 1800 45 894 485 429 2.252 11 1

Major Arterial 1800 45 895 488 489 0.587 12 1

Major Arterial 1300 25 896 489 488 0.587 12 1

Major Arterial 1300 25 897 491 492 0.21 11 1

Major Arterial 1800 45 898 492 491 0.21 11 1

Ma 'jor Arterial 1800 45 899 490 494 0.737 10 1

Collector! Local Road 800 25 900 494 490 0.737 10 1

Collector! Local Road 800 25 901 507 508 0.104 12 1

Major Arterial 1300 35 902 508 507 0.104 11 1

Major Arterial 1300 45 903 500 509 0,003 12 1

Major Arterial 1700 30 904 509 500 0.003 11 1

Major Arterial 1700 45 905 516 517 1.7 10 1

Collector /Local Road 800 25 906 517 516 1.7 10 1

Collector!/Local Road 800 25 907 493 518 1.605 10 1

Collector! Local Road 800 25 908 518 493 1.605 10 1

Collector! Local Road 800 25 909 365 523 0.373 11 1

Major Arterial 1700 45 910 523 365 0.373 11 1

Major Arterial 1700 45 911 523 524 0.085 11 1

Major Arterial 1300 45 Page 16 of 53 Appendix C - Page 17 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(mi)

Width (ft)

Lanes Rate (vehlhr 9`12 524 523 0.085 11 1

Major Arterial 1300 45 913 327 135 1.458 11 2

Principal Arterial 3200 45 914 425 426 2.503 10 1

Collector/ Local Road 800 25 915 426 425 2.503 10 1

Collector! Local Road 800 25 916 480 482 1.469 10 1

Collector/ Local Road 800 25 917 482 480 1.469 10 1

Collector! Local Road 800 25 918 422 424 2.322 10 1

Collector!/ Local Road 800 25 919 424

422 2.322 10 1

Collector!/ Local Road 800 25 920 413 528 0.59 10 1

Collector / Local Road 800 25 921 528 413 0.59 10 1

Collector! Local Road 800 25 922 451 452 2.283 10 1

Collector! Local Road 800 25 923 452 451 2.283 10 1

Collector / Local Road 800 25 924 311 399 1.331 10 1

Collector /Local Road 800 25 925 399 311 1.331 10 1

Collector!/ Local Road 800 25 926 534 535 1.186 10 1~

Collector / Local Road 800 25 927 535 534 1.186 10 1

Collector/I Local Road 800 25 928 391 534 2.432 10 1

Collector/I Local Road 800 25 929 534 391 2.432 10 1

Collector! Local Road 800 25 930 172 393 1.443 10 1

Collector/ Local Road 800 25 931 393 172 1.443 10 1

Collector!/ Local Road 800 25 932 390 536 1.294 10 1

Collector / Local Road 800 25 933 536 390 1.294 10 1

Collector!/ Local Road 800 25 934 379 541 0.396 10 1

Collector! Local Road 800 25 935 541 379 0.396 10 1

Collector! Local Road 800 25 936 313 315 1.071 11 1

Principal Arterial 1600 40 937 315 313 1.071 11 1

Principal Arterial 1600 40 938 188 374 0.148 11 2

Principal Arterial 3200 45 939 374 188 0.148 11 2

Principal Arterial 3200 45 940 335 553 0.037 1

12 2

Major Arterial 2600 35 941 553 335 0.037 12 2

Major Arterial 2600 35 942 320 394 0.923 11 1

Principal Arterial 1600 45 943 394 320 0.923 11 1

Principal Arterial 1600 45 944 528 555 1.476 10 1

Collector/I Local Road 800 25 945 555 528 1.476 10 1

Collector/I Local Road 800 25 946 330 338 3.712 11 2

Major Arterial 3100 45 947 338 330 3.712 11 2

Major Arterial 3100 45 948 341 342 1.21 12 1

Major Arterial 1700 35 949 342 341 1.21 12 1

Major Arterial 1700 35 950 343 344 0.852 11 1

Major Arterial 1300 55 951 344 343 0.852 11 1

Major Arterial 1300 55 952 386 387 0.628 12 1

Major Arterial 1700 35 953 387 386 0.628 12 1

Major Arterial 1700 35 954 562 563 0.152 11 1

Major Arterial 1800 45 955 563 562 0.152 11 1

Major Arterial 1800 45 956 364 565 1.828 11 1

Minor Arterial 1800 40 957 565 364 1.828 11 1

Minor Arterial 1800 40 958 322 566 1.384 11 1

Minor Arterial 1300 40 959 566 322 1.384 12 1

Minor Arterial 1300 35 960 567 568 0.119 11 1

Major Arterial 1700 50 961 568 567 0.119 11 1

Major Arterial 1700 50 962 369 571 0.019 10 1

Collector/ Local Road 1700 35 963 571 369 0.019 11 1

Collector! Local Road 1700 40 964 142 170 0.063 11 1

Major Arterial 2000 45 965 170 142 0.063 11 1

Major Arterial 2000 45 966 142 169 0.024 11 1

Major Arterial 2000 45 967 169 1

142 0.024 11 1

Major Arterial 2000 45 968 574 1

147 0.688 12 2

Freeway 4100 65 Page 17 of 53 Appendix C - Page 18 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

-oe Length Lane Number of Roda ye Saturation Flow F(mh LinkU UNod D-ode (mi)

Width (ft)

Lanes Roda ye Rate (vehlhr FS(mh 969 150 140 1.193 12 2

Freeway 4100 65 970 462 464 0.582 11 1

Principal Arterial 1700 50 971 464 462 0.582 11 1

Principal Arterial 1700 50 972 577 578 0.087 11 1

Major Arterial 1800 40 973 578 577 0.087 11 1

Major Arterial 1800 40 974 448 580 1.394 11 1

Principal Arterial 1800 55 975 580 448 1.394 11 1

Principal Arterial 1800 55 976 579 580 0.024 11 1

Principal Arterial 1600 55 977 580 579 0.024 11 1

Principal Arterial 1600 45 978 492 584 1.147 11 1

Collector! Local Road 1300 40 979 584 492 1.147 11 1

Collector!/ Local Road 1300 40 980 489 508 0.483 12 1

Major Arterial 1300 35 981 508 489 0.483 12 1

Major Arterial 1300 35 982 490 492 1.216 11 1

Major Arterial 1800 45 983 492 490 1.216 11 1

Major Arterial 1800 45 984 585 587 0.962 10 1

Collector! Local Road 800 25 985 587 585 0.962 10 1

Collector / Local Road 800 25 986 486 585 3.114 10 1

Collector!/ Local Road 800 25 987 585 486 3.114 10 1

Collector! Local Road 800 25 988 423 425 1.071 10 1

Collector / Local Road 800 25 989 425 423 1.071 10 1

Collector / Local Road 800 25 990 352 412 0.011 11 1

Principal Arterial 1600 50 991 412 352 0.011 11 1

Principal Arterial 1600 45 992 373 374 1.159 11 1

Principal Arterial 1700 45 993 374 373 1.159 11 1

Principal Arterial 1700 45 994 363 590 1.061 11 1

Majo r Arterial 1700 45 995 590 363 1.061 11 1

Major Arterial 1700 45 996 401 556 2.472 10 1

Collector! Local Road 800 25 997 556 401 2.472 10 1

Collector/I Local Road 800 25 998 549 592 0.072 11 2

Major Arterial 3100 45 999 592 549 0.072 11 2

Majo r Arterial 3100 45 1000 549 593 0.11 11 1

Principal Arterial 1600 55 1001 593 549 0.11 11 2

Principal Arterial 3200 45 1002 316 593 0.039 11 1

Principal Arterial 1600 55 1003 593 316 0.039 11 1

Principal Arterial 1600 55 1004 313 417 1.57 11 1

Principal Arterial 1600 40 1005 417 313 1.57 11 1

Principal Arterial 1600 40 1006 529 594 0,975 10 1

Collector! Local Road 800 25 1007 594 529 0.975 10 1

Collector!/ Local Road 800 25 1008 416 594 1.128 10 1

Collector! Local Road 800 25 1009 594 416 1.128 10 1

Collector /Local Road 800 25 1010 545 595 1,793 10 1

Collector!/ Local Road 800 25 1011 595 545 1,793 10 1

Collector/ Local Road 800 25 1012 526 596 1.109 10 1

Collector! Local Road 800 25 1013 596 526 1.109 10 1

Collector!/ Local Road 800 25 1014 323 371 2.673 10 1

Collector!/ Local Road 1800 35 1015 371 323 2.673 10 1

Collector! Local Road 1800 35 1016 326 371 1.661 10 1

Collector!/ Local Road 800 35 1017 371 326 1.661 10 1

Collector! Local Road 800 35 1018 458 597 0.575 10 1

Collector!/ Local Road 800 25 1019 597 458 0.575 10 1

Collector! Local Road 800 25 1020 383 598 0.52 10 1

Collector! Local Road 800 25 1021 598 383 0.52 10 1

Collector! Local Road 800 25 1022 362 368 3.13 10 1

Collector!/ Local Road 2000 35 1023 368 362 3.13 10 1

Collector!I Local Road 2000 35 1024 566 600 0.109 11 1

Major Arterial 1800 40 1025 600 566 10.109 1-11 1

Major Arterial 1800 40 Page 18 of 53 Appendix C - Page 19 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node 0-Node Length Lane Number of Roadway Type Ratraeio Felhow FFS (mph)

(ml)

Width (ft)

Lanes Rate________

1026 427 600 0.108 11 1

Major Arterial 1800 40 1027 600 427 0.108 11 1

Major Arterial 1800 40 1028 494 584 0.275 11 1

Collector/ Local Road 1300 45 1029 584 494 0.275 11 1

Collector/ Local Road 1300 40 1030 494 588 1.78 11 1

Collector / Local Road 1300 45 1031 588 494 1.78 11 1

Collector / Local Road 1300 45 1032 273 602 0.06 11 1

Minor Arterial 1700 40 1033 602 273 0.06 11 1

Minor Arterial 1700 40 1034 445 603 0.211 11 1

Collector/ Local Road 1300 45 1035 603 445 0.211 11 1

Collector/ Local Road 1300 40 1036 588 603 0.032 11 1

Collector / Local Road 1300 45 1037 603 588 0.032 11 1

Collector/ Local Road 1300 40 1038 444 604 0.089 11 1

Collector / Local Road 1300 45 1039 604 444 0.089 11 1

Collector/ Local Road 1300 40 1040 1139 1152 0.307 11 1

Collector/I Local Road 1300 45 1041 1152 1139 0.307 11 1

Collector/ILocal Road 1300 45 1042 1139 1154 0.283 11 1

Major Arterial 1300 45 1043 1154 1139 0.283 11 1

Major Arterial 1300 45 1044 730 1155 1.441 11 1

Major Arterial 1300 50 1045 1155 730 1.441 11 1

Major Arterial 1300 50 1046 1157 666 0.865 11 2

Principal Arterial 3600 50 1047 669 1157 0.339 11 2

Principal Arterial 3600 50 1048 665 1158 0.63 11 2

Principal Arterial 3600 50 1049 1158 669 0.559 11 2

Principal Arterial 3600 50 1050 954 1159 0.702 11 2

Principal Arterial 3200 45 1051 1159 954 0.702 11 2

Principal Arterial 3200 45 1052 666 1159 0.081 11 2

Principal Arterial 3200 45 1053 1159 666 0.081 11 2

Principal Arterial 3200 45 1054 1160 670 1.813 11 2

Principal Arterial 3600 50 1055 671 1161 1.801 11 2

Principal Arterial 3600 50 1056 666 1160 0.071 11 2

Principal Arterial 3600 50 1057 1159 1160 0.096 10

~

1 Collector / Local Road 800 25 1058 1161 665 0.092 11 2

Principal Arterial 3600 50 1059 665 1162 0.116 11 1

Majo rArterial 1700 45 1060 1162 665 0.116 11 1

Major Arterial 1700 45 1061 1161 1162 0.186 10 1

Collector/ Local Road 800 25 1062 1164 1163 0.17 11 2

Principal Arterial 3600 50 1063 1163 1166 0.054 11 1

Major Arterial 1700 45 1064 1166 1163 0.054 11 1

MajorArterial 1700 45 1065 1164 1167 0.196 10 1

Collector/ Local Road 800 25 1066 1163 1167 0.153 111 1

Major Arterial 1700 45 1067 1167 1163 0.153 11 1

Major Arterial 1700 45 1068 1166 1168 0.137 11 1

Major Arterial 1700 45 1069 1168 1166 0.137 11 1

MaiorArterial 1700 45 1070 1169 1166 0.124 11 2

Principal Arterial 3600 50 1071 1169 1168 0.105 10 1

Collector/I Local Road 800 25 1072 1163 1170 0.228 11 2

Principal Arterial 3600 50 1073 1171 1169 0.454 11 2

Principal Arterial 3600 50 1074 959 1173 0.583 11 1

Major Arterial 1700 50 1075 1173 959 0.583 11 1

Major Arterial 1700 50 1076 914 1174 1.838 11 2

Principal Arterial 3600 50 1077 1174 956 1.054 11 2

Principal Arterial 3600 50 1078 956 1175 0.908 11 1

Major Arterial 1700 50 1079 1175 956 0.908 11 1

Major Arterial 1700 50 1080 518 605 1.614 10 1

Collector/I Local Road 800 25 1081 605 518 1.614 10 1

Collector / Local Road 800 25 1082 605 606 0.975 10 1

Collector / Local Road 800 25 Page 19 of 53 Appendix C - Page 20 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

~

(i #

-oe DNd idth (ft)

Lanes Roda ye Rate (vehlhr FFL (ph 1083 606 605_

0.975 10 1

Collector! Local Road 800 25 1084 362 1176 0.653 10 2

Collector!/ Local Road 2000 25 1085 1176 362 0.653 10 1

Collector! Local Road 2000 25 1086 385 1179 0.181 10 1

Collector!/ Local Road 800 25 1087 1179 385 0.181 10 1

Collector!/ Local Road 800 25 1088 531 1180 0.974 10 1

Collector!/ Local Road 800 25 1089 1180 531 0.974 10 1

Collector!/ Local Road 800 25 1090 408 1182 1.283 10 1

Collector/ Local Road 800 25 1091 1182 408 1.283 10 1

Collector! Local Road 800 25 1092 415 1183 2.514 10 1

Collector /Local Road 800 25 1093 1183 415 2.514 10 1

Collector/ Local Road 800 25 1094 554 1183 0.748 10 1

Collector!/ Local Road 800 25 1095 1183 554 0.748 10 1 -

Collector!/ Local Road 800 25 1096 314 1184 1.009 10 1

Collector/ILocal Road 800 25 1097 1184 314 1.009 10 1

Collector! Local Road 800 25 1098 421 1185 2.1 10 1

Collector/ Local Road 800 25 1099 1185 421 2.1 10 1

Collector! Local Road 800 25 1100 309 1186 1.201 10 1

Collector /Local Road 800 25 1101 1186 309 1.201 10 1

Collector /Local Road 800 25 1102 354 1187 2.652 11 1

Collector /Local Road 800 40 1103 1187 354 2.652 11 1

Collector! Local Road 800 40 1104 416 1190 2.503 10 1

Collector!/Local Road 800 25 1105 1190 416 2.503 10 1

Collector/ Local Road 800 25 1106 420 1190 2.088 10 1

Collector!/ Local Road 800 25 1107 1190 420 2.088 10 1

Collector /Local Road 800 25 1108 1030 1191 0.588 10 1

Collector /Local Road 800 25 1109 1191 1030 0.588 10 1

Collector /Local Road 800 25 1110 1104 1194 0.442 10 1

Collector/ Local Road 800 25 1111 1194 1104 0.442 10 1

Collector/ Local Road 800 25 1112 569 1195 0.185 10 1

Collector /Local Road 800 25 1113 1195 569 0.185 10 1

Collector /Local Road 800 25 1114 527 1196 0.796 11 1

Collector/ Local Road 2000 40 1115 1196 527 0.796 11 1

Collector /Local Road 2000 40 1116 1196 1197 0.398 10 1

Collector /Local Road 2000 25 1117 1197 1196 0.398 10 1

Collector /Local Road 2000 25 1118 557 1199 1.25 10 1

Collector /Local Road 800 25 1119 1199 557 1.25 10 1

Collector /Local Road 800 25 1120 455 1201 0.436 10 1

Collector!I Local Road 800 25 1121 1201 455 0.436 10 1

Collector!/ Local Road 800 25 1122 471 1202 0.307 10 1

Collector /Local Road 800 25 1123 1202 471 0.307 10 1

Collector /Local Road 800 25 1124 473 1202 1.216 10 1

Collector /Local Road 800 25 1125 1202 473 1.216 10 1

Collector /Local Road 800 25 1126 581 1203 2.022 10 1

Collector!/ Local Road 800 25 1127 1203 581 2.022 10 1

Collector! Local Road 800 25 1128 486 1203 2.499 10 1

Collector!/ Local Road 800 25 1129 1203 486 2.499 10 1

Collector! Local Road 800 25 1130 445 1204 0.548 10 1

Collector! Local Road 800 25 1131 1204 445 0.548 10 1

Collector! Local Road 800 25 1132 443 1205 0.313 10 1

Collector/ Local Road 800 25 1133 1205 443 0.313 10 1

Collector/ Local Road 800 25 1134 699 1207 1.42 10 1

Collector /Local Road 800 25 1135 1207 699 1.42 10 1

Collector/!Local Road 800 25 1136 691 1207 2.174 10 1

Collector/ Local Road 800 25 1137 1207 691 2.174 10 1

Collector! Local Road 80 25 1138 687 1208 2.506 10 1

Collector! Local Road 800 25 1139 1208 687 2.506 10 1

Collector! Local Road 800 25 Page 20 of 53 Appendix C - Page 21 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

Width (ft)

Lanes Roda ye Rate (vehlhr)F5(mh 1140 704 1208 3.023 10 1

Collector! Local Road 800 25 1141 1208 704 3.023 10 1

Collector /Local Road 800 25 1142 928 1209 1.419 11 1

Major Arterial 1300 45 1143 1209 928 1.419 11 1

Major Arterial 1300 45 1144 612 1209 1.277 11 1

Major Arterial 1300 45 1145 1209 612 1.277 11 1

Major Arterial 1300 45 1146 927 1210 1.714 10 1

Collector/ Local Road 800 25 1147 1210 927 1.714 10 1

Collector/ Local Road 800 25 1148 713 1210 1.678 10 1

Collector /Local Road 800 25 1149 1210 713 1.678 10 1

Collector /Local Road 800 25 1150 654 1211 1.299 11 1

Major Arterial 1800 45 1151 1211 654 1.299 11 1

Major Arterial 1800 45 1152 950 1212 1.787 1

10 1

Collector! Local Road 800 25 1153 1212 950 1.787 10 1

Collector /Local Road 800 25 1154 754 1214 3.633 10 1

Collector!/ Local Road 800 25 1155 1214 754 3.633 10 1

Collector /Local Road 800 25 1156 728 1214 2.743 10 1

Collector/ Local Road 800 25 1157 1214 728 2.743 10 1

Collector/ Local Road 800 25 1158 686 1215 1.751 10 1

Collector/ Local Road 800 25 1159 1215 686 1.751 10 1

Collector /Local Road 800 25 1160 698 1216 1.958 10 1

Collector /Local Road 800 25 1161 1216 698 1.958 10 1

Collector /Local Road 800 25 1162 676 1217 0.324 10 1

Collector/ Local Road 800 25 1163 1217 676 0.324 10 1

Collector/ Local Road 800 25 1164 480 1218 0.533 10 1

Collector/ Local Road 800 25 1165 1218 480 0.533 10 1

Collector /Local Road 800 25 1166 479 1218 0.715 10 1

Collector/ILocal Road 800 25 1167 1218 479 0.715 10 1

Collector /Local Road 800 25 1168 675 1220 1.447 10 1

Collector /Local Road 800 25 1169 1220 675 1.447 10 1

Collector! Local Road 800 25 1170 937 1223 0.464 10 1

Collector/ Local Road 800 25 1171 1223 937 0.464 10 1

Collector / Local Road 800 25 1172 740 1223 0.638 10 1

Collector! Local Road 800 25 1173 1223 740 0.638 10 1

Collector!/ Local Road 800 25 1174 718 1224 1.24 10 1

Collector /Local Road 800 25 1175 1224 718 1.24 10 1

Collector /Local Road 800 25 1176 717 1224 1.683 10 1

Collector /Local Road 800 25 1177 1224 717 1.683 10 1

Collector /Local Road 800 25 1178 724 1225 1.305 10 1

Collector / Local Road 800 25 1179 1225 724 1.305 10 1

Collector / Local Road 800 25 1180 712 1225 1.43 10 1

Collector/ Local Road 800 25 1181 1225 712 1.43 10 1

Collector /Local Road 800 25 1182 819 1228 0.96 11 1

Minor Arterial 1300 40 1183 1228 819 0.96 11 1

Minor Arterial 1300 40 1184 170 143 0.061 12 1

Ramp 1500 30 1185 1

591 0.608 10 1

Collector! Local Road 1500 25 1186 591 1

0.608 10 1

Collector!/ Local Road 1500 25 1187 2

1202 0.494 1

10 1

Collector! Local Road 800 25 1188 1202 2

0.494 10 1

Collector!/ Local Road 800 25 1189 3

1218 0.572 10 1

Collector/ Local Road 800 25 1190 1218 3

0.572 10 1

Collector/ Local Road 800 25 1191 4

454 0.75 10 1

Collector/ Local Road 1200 25 1192 454 4

0.75 10 1

Collector! Local Road 1200 25 1193 5

597 2.17 10 1

Collector /LocaliRoad 800 25 1194 597 5

2.17 10 1

Collector /Local Road 800 25 1195 6

516 1.175 10 1

Collector/ Local Road 800 25 1196 516 6

1.175 10 1

Collector/ Local Road 800 25 Page 21 of 53 Appendix C - Page 22 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 (veh/hr) 1197 7

1201 0.752 10 1

Collector /Local Road 800 25 1198 1201 7

0.752 10 1

Collector/ Local Road 800 25 1199 8

452 1.668 10 1

Collector!/ Local Road 800 25 1200 452 8

1.668 10 1

Collector/ Local Road 800 25 1201 9

1203 0.031 10 1

Collector /Local Road 800 25 1202 1203 9

0.031 10 1

Collector / Local Road 800 25 1203 10 1204 1.276 10 1

Collector I Local Road 800 25 1204 1204 10 1.276 10 1

Collector/ Local Road 800 25 1205 10 1205 0.681 10 1

Collector! Local Road 800 25 1206 1205 10 0.681 10 1

Collector! Local Road 800 25 1207 11 528 0.875 10 1

Collector! Local Road 800 25 1208 528 11 0.875 10 1

Collector!/ Local Road 800 25 1209 12 1184 0.312 10 1

Collector /Local Road 800 25 1210 1184 12 0.312 10 1

Collector /Local Road 800 25_

1211 13 401 1.204 10 1

Collector /Local Road 800 25 1212 401 13 1.204 10 1

Collector/ILocal Road 800 25_

1213 14 1200 0.375 10 1

Collector/ Local Road 800 25 1214 1200 14 0.375 10 1

Collector/ Local Road 800 25 1215 15 1182 0.81 10 1

Collector/ Local Road 800 25 1216 1182 15 0.81 10 1

Collector /Local Road 800 25 1217 16 1183 0.131 10 1

Collector /Local Road 800 25 1218 1183 16 0.131 10 1

Collector /Local Road 800 25 1219 17 1185 0.196 10 1

Collector/ Local Road 800 25 1220 1185 17 0.196 10 1

Collector/ Local Road 800 25 1221 18 1190 0.409 10 1

Collector!/ Local Road 800 25 1222 1190 18 0.409 10 1

Collector! Local Road 800 25 1223 19 1186 0.662 10 1

Collector!/ Local Road 800 25 1224 1186 19 0.662 10 1

Collector!/ Local Road 800 25 1225 20 398 1.513 10 1

Collector!/ Local Road 800 25 1226 398 20 1.513 10 1

Collector!/ Local Road 800 25 1227 21 407 0.68 10 1

Collector/ Local Road 800 25 1228 407 21 0.68 10 1

Collector /Local Road 800 25 1229 22 596 0.669 10 1

Collector! Local Road 800 25 1230 596 22 0.669 10 1

Collector! Local Road 800 25 1231 23 1187 0.151 10 1

Collector/ Local Road 800 25 1232 1187 23 0.151 10 1

Collector/ Local Road 800 25 1233 24 1188 0.446 10 1

Collector /Local Road 800 25 1234 1188 24 0.446 10 1

Collector / Local Road 800 25 1235 24 1189 0.734 10 1

Collector /Local Road 800 25 1236 1189 24 0.734 10 1

Collector /Local Road 800 25 1237 25 1199 1.346 10 1

Collector /Local Road 800 25 1238 1199 25 1.346 10 1

Collector! Local Road 800 25 1239 26 599 1.43 10 1

Collector / Local Road 800 25 1240 599 26 1.43 10 1

Collector!/ Local Road 800 25 1241 27 598 0.612 10 1

Collector!/ Local Road 800 25 1242 598 27 0.612 10 1

Collector! Local Road 800 25 1243 28 1179 0.548 10 1

Collector/ Local Road 800 25 1244 1179 28 0.548 10 1

Collector /Local Road 800 25 1245 29 395 1.408 10 1

Collector! Local Road 800 25 1246 395 29 1.408 10 1

Collector! Local Road 800 25 1247 30 1181 0.089 10 1

Collector! Local Road 800 25 1248 1181 30 0.089 10 1

Collector! Local Road 800 25 1249 31 535 1.702 10 1

Collector! Local Road 800 25 1250 535 31 11.702 10 1

Collector /Local Road 800 25 1251 32 595 1.282 10 1

Collector! Local Road 800 25 1252 595 32 1.282 10 1

Collector!/ Local Road 800 25 1253 33 300 10.088 10 1

Collector! Local Road 800 25 Page 22 of 53 Appendix C - Page 23 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 1254 300 33 0.088 10 1

Collector/ Local Road 800 25 1255 34 295 1.207 10 1

Collector!/ Local Road 800 25 1256 295 34 1.207 10 1

Collector/ Local Road 800 25 1257 35 284 0.531 10 1

Collector!/ Local Road 800 25 1258 284 35 0.531 10 1

Collector!/ Local Road 800 25 1259 36 1014 0.923 10 1

Collector I Local Road 800 25 1260 1014 36 0.923 10 1

Collector! Local Road 800 25 1261 37 1192 0.199 1

10 1

Collector/ Local Road 800 25 1262 1192 37 0.199 10 1

Collector/ Local Road 800 25 1263 38 1044 0.479 10 1

Collector/ Local Road 800 25 1264 1044 38 0.479 10 1

Collector! Local Road 800 25 1265 39 1191 0.552 10 1

Collector /Local Road 800 25 1266 1191 39 0.552 10 1

Collector /Local Road 800 25 1267 40 1121 0.693 10 1

Collector!/ Local Road 800 25 1268 1121 40 0.693 10 1

Collector /Local Road 800 25 1269 41 1109 0.632 10 1

Collector /Local Road 800 25 1270 1109 41 0.632 10 1

Collector! Local Road 800 25 1271 42 1050 0.586 10 1

Collector! Local Road-800 25 1272 1050 42 0.586 10 1

Collector! Local Road 800 25 1273 43 1138 0.226 1

10 1

Collector! Local Road 800 25 1274 1138 43 0.226 10 1

Collector!/ Local Road 800 25 1275 44 1062 2.066 10 1

Collector!/ Local Road 800 25 1276 1062 44 2.066 10 1

Collector!/ Local Road 800 25 1277 44 1120 2.509 10 1

Collector!/ Local Road 800 25 1278 1120 44 2.509 10 1

Collector/ Local Road 800 25 1279 45 1217 0.691 10 1

Collector! Local Road 800 25 1280 1217 45 0.691 10 1

Collector!/ Local Road 800 25 1281 46 994 0.893 10 1

Collector! Local Road 800 25 1282 994 46 0.893 10 1

Collector! Local Road 800 25 1283 47 1219 0.819 10 1

Collector! Local Road 800 25 1284 1219 47 0.819 10 1

Collector/ Local Road 800 25 1285 48 1220 1.175 10 1

Collector!/ Local Road 800 25 1286 1220 48 1.175 10 1

Collector!/ Local Road 800 25 1287 49 1221 1.271 10 1

Collector /Local Road 800 25 1288 1221 49 1.271 10 1

Collector!/ Local Road 800 25 1289 50 521 1.507 10 1

Collector! Local Road 800 25 1290 521 50 1.507 10 1

Collector! Local Road 800 25 1291 51 1209 2.008 10 1

Collector! Local Road 800 25 1292 1209 51 2.08 10 1

Collector!/ Local Road 800 25 1293 52 978 0.525 10 1

Collector! Local Road 800 25 1294 978 52 0.525 10 1

Collector! Local Road 800 25 1295 53 943 0.508 10 1

Collector! Local Road 800 25 1296 943 53 0.508 10 1

Collector! Local Road 800 25 1297 54 1210 0.29 1

10 1

Collector! Local Road 800 25 1298 1210 54 0.29 10 1

Collector! Local Road 800 25 1299 55 755 0.618 10 1

Collector! Local Road 800 25 1300 755 55 0.618 10 1

Collector! Local Road 800 25 1301 56 697 0.454 10 1

Collector! Local Road 800 25 1302 697 56 0.454 10 1

Collector!/ Local Road 800 25 1303 57 1214 1.274 10 1

Collector! Local Road 800 25 1304 1214 57 1.274 10 1

Collector! Local Road 800 25 1305 58 1216 0.612 10 1

Collector/ Local Road 800 25 1306 1216 58 0.612 10 1

1 Collector/ Local Road 800 25 1307 59 926 1.199 10 1

Collector! Local Road 800 25 1308 926 59 1.199 10 1

Collector! Local Road 800 25 1309 60 1222 0.769 10 1

Collector!/ Local Road 800 25 1310 1222 60 0.769 10 1

Collector! Local Road 800 25 Page 23 of 53 Appendix C - Page 24 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 (veh/hr F5(mh 1311 61 1215 0.649 10 1

Collector/I Local Road 800 25 1312 1215 61 0.649 10 1

Collector/ILocal Road 800 25 1313 62 1213 1.221 10 1

Collector /LocaliRoad 800 25 1314 1213 62 1.221 10 1

Collector /LocaliRoad 800 25 1315 63 1223 1.533 10 1

Collector / Local Road 800 25 1316 1223 63 1.533 10 1

Collector / Local Road 800 25 1317 64 1227 1.343 10 1

Collector/ Local Road 800 25 1318 1227 64 1.343 10 1

Collector/ Local Road 800 25 1319 65 742 1.053 10 1

Collector/ Local Road 800 25 1320 742 65 1.053 10 1 -

Collector / Local Road 800 25 1321 66 770 0.762 10 1

Collector / Local Road 800 25 1322 770 66 0.762 10 1

Collector / Local Road 800 25 1323 67 973 0.991 10 1

Collector/ Local Road 800 25 1324 973 67 0.991 10 1

Collector/ Local Road 800 25 1325 68 941 0.794 10 1

Collector / Local Road 800 25 1326 941 68 0.794 10 1

Collector / Local Road 800 25 1327 69 1224 0.617 10 1

Collector / Local Road 800 25 1328 1224 69 0.617 10 1

Collector /Local Road 800 25 1329 70 1225 0.015 10 1

Collector/I Local Road 800 25 1330 1225 70 0.015 10 1

Collector/ Local Road 800 25 1331 71 694 0.61 10 1

Collector/ Local Road 800 25 1332 694 71 0.61 10 1

Collector / Local Road 800 25 1333 72 1208 0.01 10 1

Collector / Local Road 800 25 1334 1208 72 0.01 10 1

Collector / Local Road 800 25 1335 73 1226 0.677 10 1

Collector/ Local Road 800 25 1336 1226 73 0.677 10 1 -

Collector / Local Road 800 25 1337 74 1001 0.431 10 1

Collector / Local Road 800 25 1338 1001 74 0.431 10 1

Collector/ Local Road 800 25 1339 75 587 1.786 10 1

Collector / Local Road 800 25 1340 587 75 1.786 10 1

Collector/ Local Road 800 25 1341 76 575 1.231 10 1

Collector / Local Road 800 25 1342 575 76 1.231 10 1

Collector / Local Road 800 25 1343 77 1207 0.181 10 1

Collector / Local Road 800 25 1344 1207 77 0.181 10 1

Collector/ Local Road 800 25 1345 78 734 1.853 10 1

Collector / Local Road 800 25 1346 734 78 1.853 10 1

Collector/ Local Road 800 25 1347 79 1211 0.605 10 1

Collector/ Local Road 800 25 1348 1211 79 0.605 10 1

Collector/I Local Road 800 25 1349 80 1177 0.432 10 1

Collector / Local Road 800 25 1350 1177 80 0.432 10 1

Collector /Local Road 800 25 1351 80 1178 0.534 10 1

Collector / Local Road 800 25 1352 1178 80 0.534 10 1

Collector/I Local Road 800 25 1353 81 1193 0.682 10 1~

Collector / Local Road 800 25 1354 1193 81 0.682 10 1

Collector / Local Road 800 25 1355 82 1114 0.133 10 1

Collector / Local Road 800 25 1356 1114 82 0.133 10 1

Collector /Local Road 800 25 1357 83 1085 1.122 10 1

Collector /Local Road 800 25 1358 1085 83 1.122 10 1

Collector/ Local Road 800 25 1359 84 789 2.382 10 1

Collector/ Local Road 800 25 1360 789 84 2.382 10 1

Collector/ Local Road 800 25 1361 85 824 0.363 10 1

Collector / Local Road 800 25 1362 824 85 0.363 10 1

Collector / Local Road 800 25 1363 86 842 0.968 10 1

Collector/ Local Road 800 25 1364 842 86 0.968 10 1

Collector/ Local Road 800 25 1365 87 993 0.784 10 1

Collector / Local Road 800 25 1366 993 87 0.784 10 1

Collector / Local Road 800 25 1367 88 965 0.812 10 1

Collector / Local Road 800 25 Page 24 of 53 Appendix C - Page 25 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

Lik(UNd

-oe mi)

Width (ft)

LanesRae(h/r 1368 965 88 0.812 10 1

Collector/ Local Road 800 25 1369 89 616 1.083 10 1

Collector/ Local Road 800 25 1370 616 89 1.083 10 1

Collector / Local Road 800 25 1371 90 615 0,575 10 1

Collector / Local Road 800 25 1372 615 90 0.575 10 1

Collector / Local Road 800 25 1373 91 541 0.412 10 1

Collector/ Local Road 800 25 1374 541 91 0.412 10 1

Collector /Local Road 800 25 1375 92 1212 0.725 1

10 1

Collector/ Local Road 800 25 1376 1212 92 0.725 10 1

Collector / Local Road 800 25 1377 93 791 1.633 10 1

Collector/ Local Road 800 25 1378 791 93 1.633 10 1

Collector/ Local Road 800 25 1379 93 986 1.093 10 1

Collector / Local Road 800 25 1380 986 93 1.093 10 1

Collector / Local Road 800 25 1381 94 1228 0.416 10 1

Collector / Local Road 800 25

-1382 1228 94 0.416 10 1

Collector/ Local Road 800 25

-1383 95 775 1.019 10 1

Collector/ Local Road 800 25 1384 775 95 1.019 10 1

Collector I/ Lcral Road 800 25 1385 96 920 0.852 10 1

Collector/ Local Road 800 25 1386 920 96 0.852 10 1

Collector / Local Road 800 25 1387 97 763 1.511 10 1

Collector /Local Road 800 25 1388 763 97 1.511 10 1

Collector/ Local Road 800 25 1389 98 720 3.579 10 1

Collector / Local Road 800 25 1390 720 98 3.579 10 1

Collector/ Local Road 800 25 1391 99 1206 1.022 10 1

Collector / Local Road 800 25 1392 1206 99 1.022 10 1 -

Collector / Local Road 800 25 1393 100 606 0.201 10 1

Collector/ Local Road 800 25 1394 606 100 0.201 10 1

Collector /Local Road 800 25 1395 101 380 0.858 10 1

Collector/ Local Road 800 25 1396 380 101 0.858 10 1

Collector / Local Road 800 25 1397 102 536 0.755 10 1

Collector / Local Road 800 25 1398 536 102 0.755 10 1

Collector/ Local Road 800 25 1399 103 1180 10.221 10 1

Collector/ Local Road 800 25 1400 1180 103 0.221 10 1

Collector/ Local Road 800 25 1401 104 301 0.581 10 1

Collector/ Local Road 800 25 1402 301 104 0.581 10 1

Collector/ Local Road 800 25 1403 105 435 0.881 10 1

Collector / Local Road 800 25 1404 435 105 0.881 10 1

Collector / Local Road 800 25 1405 106 1198 0.832 10 1

Collector / Local Road 800 25 1406 1198 106 0.832 10 1

Collector/ Local Road 800 25 1407 107 1127 0.21 10 1

Collector/ Local Road 800 25 1408 1127 107 0.21 10 1

Collector /Local Road 800 25 1409 108 297 0.948 10 1

Collector/ Local Road 1500 25 1410 297 108 0.948 10 1

Collector/ Local Road 1500 25 1411 109 1176 0.279 10 1

Collector/ Local Road 2000 25 1412 1176 109 0.279 10 2

Collector/ Local Road 2000 25

-1413 110 1195 0.255 10 1

Collector /Local Road 800 25 1414 1195 110 0.255 10 1

Collector/ILocal Road 800 25 1415 ill 1197 0.197 10 1

Collector/ Local Road 2000 25 1416 1197

'I'l 0.197 10 1

Collector/ Local Road 2000 25 1417 112 1147 0.124 10 1

Collector/ Local Road 800 251 1418 1147 112 0.124 10 1

Collector /Local Road 800 25 1419 113 984 0.226 10 1

Collector /Local Road 1500 25 1420 984 113 0.226 10 2

Collector/ Local Road 1500 25 1421 114 911 0.274 10 1

Collector/ Local Road 800 25 1422 911 114 0.274 10 1

Collector /Local Road 800 25 1423 115 1194 0.098 10 1

Collector /Local Road 800 25 1424 1194 115 0.098 10 1

Collector /Local Road 800 25 Page 25 of 53 Appendix C - Page 26 of 68

Appendix C Peach Bottom INGS Appedix Pech BttomNGSRoadway Network 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) 1425 116 879 0.946 10 1

Collector/ Local Road 800 25 1426 879 116 0.946 10 1

Collector/ Local Road 800 25 1427 116 881 0.964 10 1

Collector/ Local Road 800 25 1428 881 116 0.964 10 1

Collector / Local Road 800 25 1429 116 999 0.88 10 1

Collector / Local Road 800 25 1430 999 116 0.88 10 1

Collector/ Local Road 800 25 1431 117 1150 0.268 10 1

Collector /Local Road 800 25 1432 1150 117 0.268 10 1

Collector/ Local Road 800 25 1433 117 1151 0.262 10

1.

Collector/ LocaliRoad 800 25 1434 1151 117 0.262 10 1

Collector /Local Road 800 25 1435 118 620 1.181 10 1

Collector /Local Road 800 25 1436 620 118 1.181 10 1

Collector/ Local Road 800 25 1437 118 621 0.83 10 1

Collector/ Local Road 800 25 1438 621 118 0.83 10 1

Collector/ Local Road 800 25 1439 118 908 2.242 10 1

Collector/ Local Road 800 25 1440 908 118 2.242 10 1

Collector / Local Road 800 25 1441 118 975 0.84 10 1

Collector/ Local Road 800 25 1442 975 118 0.84 10 1

Collector / Local Road 800 25 1443 607 119 0.292 10 2

Collector / Local Road 800 25 1444 119 608 0.254 10 2

Collector / Local Road 800 25 1445 120 519 0.185 10 2

Collector/ Local Road 800 25 1446 520 120 0.189 10 2

Collector/ Local Road 800 25 1447 121 511 0.44 10 1

Collector/ Local Road 800 25 1448 511 121 0.44 10 1

Collector /Local Road 800 25 1449 122 215 1.022 10 1

Collector / Local Road 800 25 1450 215 122 1.022 10 1

Collector /Local Road 800 25 1451 122 216 1.037 10 1

Collector /Local Road 800 25 1452 216 122 1.037 10 1

Collector/ Local Road 800 25 1453 123 359 2.388 10 1

Collector/ Local Road 800 25 1454 359 123 2.388 10 1

Collector/ Local Road 800 25 1455 123 542 2.987 10 1

Collector/ Local Road 800 25 1456 542 123 2.987 10 1

Collector/ Local Road 800 25 1457 124 635 3.984 10 1

Collector / Local Road 800 25 1458 635 124 3.984 10 1

Collector / Local Road 800 25 1459 124 825 4.107 10 1

Collector / Local Road 800 25 1460 825 124 4.107 10 1

Collector / Local Road 800 25 1461 125 1084 1.007 10 1

Collector /Local Road 800 25 1462 1084 125 1.007 10 1

Collector ( Local Road 800 25 1463 126 572 1.984 10 1

Collector/ Local Road 800 25 1464 572 126 1.984 10 1

Collector/ Local Road 800 25 1465 127 601 1.766 10 1

Collector/ Local Road 800 25 1466 601 127 1.766 10 1

Collector/ Local Road 800 25 1467 128 663 2.132 10 1

Collector / Local Road 800 25 1468 663 128 2.132 10 1

Collector / Local Road 800 25 1469 128 918 1.976 10 1

Collector /Local Road 800 25 1470 918 128 1.976 10 1

Collector/ Local Road 800 25 1471 129 867 0.454 10 1

Collector / Local Road 800 25 1472 867 129 0.454 10 1

Collector/ Local Road 800 25 1473 130 328 0.657 10 1

Collector/I Local Road 800 25 1474 328 130 0.657 10 1

Collector/ Local Road 800 25 1475 130 525 5.585 10 1

Collector / Local Road 800 25 1476 525 130 5.585 10 1

Collector /Local Road 800 25 1477 130 590 5.546 10 1

Collector/ Local Road 800 25 1478 590 130 5.546 10 1

Collector/ Local Road 800 25 1479 131 289 2.885 10 1

Collector/ Local Road 800 25 1480 289 131 2.885 10 1

Collector / Local Road 800 25 1481 131 1011 12.737 10 1

Collector /Local Road 800 25 Page 26 of 53 Appendix C - Page 27 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 1482 1011 131 2.737 10 1

Collector/ Local Road 800 25 1483 132 176 2.613 10 1

Collector/ Local Road 800 25 1484 176 132 2.613 10 1

Collector/ LocaliRoad 800 25 1485 132 361 10.393 10 1

Collector / Local Road 800 25 1486 361 132 10.393 10 1

Collector / Local Road 800 25 1487 133 903 1.115 10 1

Collector /Local Road 800 25 1488 903 133 1.115 10 1

Collector /Local Road 800 25 1489 133 909 1.204 10 1

Collector / Local Road 800 25 1490 909 133 1.204 10 1

Collector / Local Road 800 25 1

1491 167 409 2.638 10 1

Collector/ Local Road 800 25 1492 409 167 2.638 10 1

Collector / Local Road 800 25 1493 166 1184 2.027 10 1

Collector/I Local Road 800 25 1494 1184 166 2.027 10 1

Collector I Local Road 800 25 1495 145 170 0.179 11 1

Major Arterial 2000 45 1496 170 145 0.179 11 1

Major Arterial 2000 45 1497 173 332 0.587 11 1

Major Arterial 1700 45 1498 332 173 0.587 11 1

Major Arterial 1700 45 1499 348 522 0.046 11 1

Collector/ Local Road 1700 40 1500 522 348 0.046 11 1

Collector / Local Road 1700 40 1501 326 372 1.181 11 2

Principal Arterial 3600 50 1

1502 186 187 1.229 11 1

Collector/ Local Road 1700 40 1503 187 186 1.229 11 1

Collector/ Local Road 1700 40 1504 190 191 1.002 11 1

Minor Arterial 1700 40 1505 191 190 1.002 11 1

Minor Arterial 1700 40 1506 191 192 0.372 11 1

Major Arterial 1700 45 1507 192 191 0.372 11 1

Major Arterial 1700 45 1508 191 376 1.312 11 1

Major Arterial 1700 45 1509 376 191 1.312 11 1

Major Arterial 1700 45 1510 194 196 0.299 11 1

Minor Arterial 1700 40 1511 196 194 0.299 11 1

Minor Arterial 1700 40 1512 193 197 4.019 11 1

Principal Arterial 1600 45 1513 197 193 4.019 11 1

Principal Arterial 1600 45 1514 195 297 1.807 11 1

Minor Arterial 1300 40 1515 297 195 1.807 11 1

Minor Arterial 1300 40 1516 196 198 3.101 11 1

Minor Arterial 1300 40 1517 198 196 3.101 11 1

Minor Arterial 1300 40 1518 197 297 0.383 11 1

Minor Arterial 1300 40 1519 297 197 0.383 11 1

Minor Arterial 1300 40 1520 195 200 2.743 11 1

Principal Arterial 1600 45 1521 200 195 2.743 11 1

1 Principal Arterial 1600 45 1522 197 201 4.209 11 1

Principal Arterial 1600 40 1523 201 197 4.209 11 1

Principal Arterial 1600 40 1524 198 201 3.197 11 1

Minor Arterial 1300 40 1525 201 198 3.197 11 1

Minor Arterial 1300 40 1526 200 202 3.461 11 1

Minor Arterial 1300 40 1527 202 200 3.461 11 1

Min-or Arterial 1300 40 1528 200 205 3.974 11 1

Principal Arterial 1600 45 1529 205 200 3.974 11 1

Principal Arterial 1600 45 1530 206 209 1.131 12 1

Principal Arterial 1600 35 1531 209 206 1.131 12 1

Principal Arterial 1600 35 1532 206 212 6.26 11 1

Minor Arterial 1300 40 1533 212 206 6.26 11 1

Minor Arterial 1300 40 1534 210 213 3.447 11 1

Major Arterial 1300 45 1535 213 210 3.447 11 1

Major Arterial 1300 45 1536 213 214 1.735 11 1

Principal Arterial

-1 1600 45 1537 214 213 1.735 11 1

Principal Arterial 1600 45 1538 212 214 3.997 11 1

Major Arterial 1300 45 Page 27 of 53 Appendix C - Page 28 of 68

Appendix C Peach Bottom INGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

UNod D-ode (mi)

Width (ft)

Lanes Roda ye Rate (vehlhr)

FF(mh 1539 214 212 3.997 11 1

Major Arterial 1300 45 1540 214 220 3.496 11 1

Major Arterial 1300 45 1541 220 214 3.496 11 1

Major Arterial 1300 45 1542 217 224 0.703 11 1

Minor Arterial 1300 40 1543 224 217 0.703 11 1

Minor Arterial 1300 40 1544 221 306 6.815 12 2

Freeway 4100 60 1545 224 225 1.745 11 1

Minor Arterial 1300 40 1546 225 224 1.745 11 1

Minor Arterial 1300 40 1547 225 226 0.31 11 1

Minor Arterial 1300 40 1548 226 225 0.31 11 1

Minor Arterial 1300 40 1549 226 233 1.6 11 1

Minor Arterial 1700 40 1550 233 226 1.6 11 1

Minor Arterial 1700 40 1551 227 232 0.718 11 1

Minor Art erial 1700 40 1552 232 227 0.718 11 1

Minor Arterial 1700 40 1553 179 235 1.531 11 1

Major Arterial 1300 45 1554 235 179 1.531 11 1

Major Arterial 1300 45 1555 232 304 0.684 11 1

Minor Arterial 1300 40 1556 304 232 0.684 11 1

Minor Arterial 1300 40 1557 233 303 1.233 11 1

Minor Arterial 1300 40 1558 303 233 1.233 1

11 1

Minor Arterial 1300 40 1559 234 237 5.213 11 1

Minor Arterial 1300 40 1560 237 234 5.213 11 1

Minor Arterial 1300 40 1561 236 243 0.645 11 1

Minor Arterial 1700 40 1562 243 236 0.645 11 1

Minor Arterial 1700 40 1563 235 244 0.644 11 1

Major Arterial 1700 45 1564 244 235 0.644 11 1

Major Arterial 1700 45 1565 245 303 0.733 11 1

Minor Arterial 1700 40 1566 303 245 0.733 11 1

Minor Arterial 1700 40 1567 249 242 0.757 12 1

Ramp 1500 35 1568 240 248 0.6 12 1

Ramp 1500 35 1569 245 251 0.462 11 1

Major Arterial 1700 45 1570 251 245 0.462 11 1

Major Arterial 1700 45 1571 251 252 1.21 11 1

Major Arterial 1700 45 1572 252 251 1.21 11 1

Major Arterial 1700 45 1573 252 254 1.296 11 1

Major Arterial 1700 45 1574 254 252 1.296 11 1

Major Arterial 1700 45 1575 251 255 1.094 11 1

Minor Arterial 1700 40 1576 255 251 1.094 11 1

Minor Arterial 1700 40 1577 257 259 0.369 11 1

Major Arterial 1700 45 1578 259 257 0.369 11 1

Major Arterial 1700 45 1579 256 264 2.382 11 1

Minor Arterial 1300 40 1580 264 256 2.382 11 1

Minor Arterial 1300 40 1581 258 261 0.796 11 1

Minor Arterial 1700 40 1582 261 258 0.796 11 1

Minor Arterial 1700 40 1583 256 262 3.248 11 1

Minor Arterial 1300 40 1584 262 256 3.248 11 1

Minor Arterial 1300 40 1585 265 266 1.125 11 1

Minor Arterial 1300 40 1586 266 265 1.125 11 1

Minor Arterial 1300 40 1587 270 279 0.545 11 1

Minor Arterial 1300 40 1588 279 270 0.545 11 1

Minor Arterial 1300 40 1589 248 271 3.95 12 2

Freeway 4100 55 1590 271 276 0.852 12 1

Ramp 1500 35 1591 267 282 4.235 11 1

Collector/I Local Road 800 45 1592 282 267 4.235 11 1

Collector / Local Road 800 45 1593 274 278 0.609 10 1

Collector / Local Road 800 25 1594 278 274 0.609 10 1

Collector / Local Road 800 25 1595 278 298 2.746 10 1

Collector/I Local Road 800 25 Page 28 of 53 Appendix C - Page 29 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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) 1596 298 278 2.746 10 1

Collector / Local Road 800 25 1597 281 299 2.062 12 1

Principal Arterial 1600 35 1598 299 281 2,062 12 1

Principal Arterial 1600 35 1599 282 298 1.331 11 1

Collector/ Local Road 800 45 1600 298 282 1.331 11 1

Collector / Local Road 800 45 1601 290 291 0.962 11 1

Minor Arterial 1300 40 1602 291 290 0.962 11 1

Minor Arterial 1300 40 1603 291 292 1.033 11 1

Minor Arterial 1300 40 1604 292 291 1.033 11 1

Minor Arterial 1300 40 1605 285 1002 1.947 10 1

Collector/I Local Road 800 25 1606 1002 285 1.947 10 1

Collector/I Local Road 800 25 1607 187 193 3.825 11 1

Principal Arterial 1700 45 1608 193 187 3.825 11 1

Principal Arterial 1700 45 1609 247 253 0.809 11 1

Minor Arterial 1700 40 1610 253 247 0.809 11 1

Minor Arterial 1700 40 1611 282 283 3.964 10 1

Collector/ Local Road 800 25 1612 283 282 3.964 10 1

Collector/ Local Road 800 25 1613 224 305 0.671 11 1

Major Arterial 1300 45 1614 305 224 0.671 11 1

Major Arterial 1300 45 1615 205 208 1.777 11 1

Principal Arterial 1600 45 1616 208 205 1.777 11 1

Principal Arterial 1600 45 1617 207 296 3.255 11 1

Minor Arterial 1300 40 1618 296 207 3.255 11 1

Minor Arterial 1300 40 1619 283 299 1.091 10 1

Collector / Local Road 800 25 1620 299 283 1.091 10 1

Collector / Local Road 800 25 1621 181 299 0.913 12 1

Principal Arterial 1600 35 1622 299 181 0.913 12 1

Principal Arterial 1600 35 1623 263 267 1.429 11 1

Principal Arterial 1600 50 1624 267 263 1.429 11 1

Principal Arterial 1600 50 1625 237 256 2.75 11 1

Minor Arterial 1300 40 1626 256 237 2.75 11 1

Minor Arterial 1300 40 1627 253 256 3.957 11 1

Minor Arterial 1300 40 1628 256 253 3.957 11 1

Minor Arterial 1300 40 1629 287 290 3.998 11 1

Minor Arterial 1300 40 1630 290 287 3.998 1'1 1

Minor Arterial 1300 40 1631 255 290 6.729 11 1

Minor Arterial 1300 40 1632 290 255 6.729 11 1

Minor Arterial 1300 40 1633 279 291 2.65 11 1

Minor Arterial 1300 40 1634 291 279 2.65 11 1

Minor Arterial 1300 40 1635 266 287 3.101 11 1

Minor Arterial 1300 40 1636 287 266 3.101 11 1

Minor Arterial 1300 40 1637 241 243 1.035 11 1

Major Arterial 1700 45 1638 243 241 1.035 11 1

Major Arterial 1700 45 1639 209 213 3.488 11 1

Principal Arterial 1600 45 1640 213 209 3.488 11 1

Principal Arterial 1600 45 1641 210 296 1.469 11 1

Minor Arterial 1300 40 1642 296 210 1.469 11 1

Minor Arterial 1300 40 1643 215 219 1.056 12 2

Freeway 4100 60 1644 223 218 0.553 12 2

Freeway 4100 60 1645 219 221 0.998 12 2

Freeway 4100 60 1646 228 223 5.871 12 2

Freeway 4100 60 1647 306 230 0.992 12 2

Freeway 4100 55 1648 275 249 3.218 12 2

Freeway 4100 55 1649 271 277 0.547 12 2

Freeway 4100 55 1650 180 214 3.585 11 1

Principal Arterial 1600 45 1651 214 180 3.585 11 1

Principal Arterial 1600 45 1652 259 279 2.146 11 1

Major Arterial 1300 45 Page 29 of 53 Appendix C - Page 30 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

-oe Length Lane Number of Roda ye Saturation Flow F(mh Link U-Nde 0-ode Width (ft)

Lanes Roda ye Rate (vehlhr)

FS(mh 1653 279 259 2.146 11 1

Major Arterial 1300 45 1654 171 309 2.597 11 1

Minor Arterial 1300 40 1655 309 171 2.597 11 1

Minor Arterial 1300 40 1656 310 428 2.266 11 2

Principal Arterial 3200 45 1657 428 310 2.266 11 2

Principal Arterial 3200 45 1658 311 394 2.032 11 2

Principal Arterial 3200 45 1659 394 311 2.032 11 2

Principal Arterial 3200 45 1660 167 314 1.427 10 1

Collector/ Local Road 800 25 1661 314 167 1.427 10 1

Collector /Local Road 800 25 1662 168 319 4.867 11 1

Principal Arterial 1600 45 1663 319 168 4.867 11 1

Principal Arterial 1600 45 1664 153 320 0.32 12 1

Principal Arterial 1600 30 1665 320 153 0.32 1

12 1

Principal Arterial 1600 30 1666 389 599 1.066 10

-1 Collector / Local Road 800 25 1667 599 389 1.066 10 1

Collector/ Local Road 800 25 1668 172 325 1.735 10 1

Collector / Local Road 800 25 1669 325 172 1.735 10 1

Collector / Local Road 800 25 1670 327 328 1.118 11 2

Principal Arterial 3200 45 1671 328 327 1.118 11 2

Principal Arterial 3200 45 1672 136 329 2.404 11 2

Major Arterial 3100 45 1673 329 136 2.404 11 2

Major Arterial 3100 45 1674 329 330 1.706 11 2

Major Arterial 3100 45 1675 330 329 1.706 11 2

Major Arterial 3100 45 1676 330 331 1.134 11 1

Major Arterial 1800 45 1677 331 330 1.134 11 1

Major Arterial 1800 45 1678 334 336 0.496 12 1

Major Arterial 1700 35 1679 336 334 0.496 12 1

Major Arterial 1700 35 1680 1 378 559 1.333 11 1

Major Arterial 2000 50_

1681 559 378 1.333 11 1

Major Arterial 2000 50 1682 347 550 0.392 11 2

Principal Arterial 3600 50 1683 550 347 0.392 11 2

Principal Arterial 3600 50 1684 134 348 0.515 11 1

Minor Arterial 1700 40 1685 348 134 0.515 11 1

Minor Arterial 1700 40 1686 134 175 0.747 11 1

Major Arterial 1700 45 1687 175 134 0.747 11 1

Major Arterial 1700 45 1688 175 176 1.052 11 1

Major Arterial 1300 45 1689 176 175 1.052 111 Major Arterial 1300 45 1690 351 545 3.262 111 Minor Arterial 1300 45 1691 545 351 3.262 111 Minor Arterial 1300 45 1692 353 547 3.565 111 Minor Arterial 1300 40 1693 547 353 3.565 111 Minor Arterial 1300 40 1694 353 354 1.547 111 Minor Arterial 1300 40 1695 354 353 1.547 111 Minor Arterial 1300 40 1696 354 418 2.265 11 1

Minor Arterial 1300 40 1697 418 354 2.265 11 1

Minor Arterial 1300 40 1698 356 542 0.413 11 1

Principal Arterial 1700 45 1699 542 356 0.413 11 1

Principal Arterial 1700 45 1700 338 368 2.198 11 1

Collector/I Local Road 1300 45 1701 368 338 2.198 11 1

Collector/ Local Road 1300 45 1

1702 137 369 0.598 10 1

Collector/I Local Road 1700 35 1703 369 137 0.598 10 1

Collector / Local Road 1700 35 1704 137 370 0.355 10 1

Collector / Local Road 1700 35 1705 370 137 0.355 10 1

Collector/I Local Road 1700 35 1706 372 1178 1.037 10 1

Collector/I Local Road 800 25 1707 1178 372 1.037 10 1

Collector/I Local Road 800 25 178 379 539 1.334 10 1

Collector/I Local Road 1200 25 179 539 379 1.334 10 1

Collector/I Local Road 1200 25 Page 30 of 53 Appendix C - Page 31 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

-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 1710 380 540 1.864 10 1

Collector/I Local Road 800 25 1711 540 380 1.864 10 1

Collector / Local Road 800 25 1712 382 538 3,122 11 1

Collector / Local Road 800 40 1713 538 382 3.122 11 1

Collector / Local Road 800 40 1714 334 386 0.607 10 1

Collector / Local Road 800 35 1715 386 334 0.607 10 1

Collector / Local Road 800 35 1716 152 334 1.003 11 1

Major Arterial 1700 45 1717 334 152 1.003 1

11 1

Major Arterial 1700 45 1718 385 388 1.949 10 1

Collector / Local Road 800 25 1719 388 385 1.949 10 1

Collector! Local Road 800 25 1720 391 537 3.336 10 1

Collector! Local Road 800 25 1721 537 391 3.336 10 1

Collector! Local Road 800 25 1722 340 385 1.942 10 1

Collector / Local Road 800 25 1723 385 340 1.942 10 1

Collector / Local Road 800 25 1724 390 537 1.674 10 1

Collector / Local Road 800 25 1725 537 390 1.674 10 1

Collector/ Local Road 800 25 1726 392 599 1.475 10 1

Collector!/ Local Road 800 25 1727 599 392 1.475 10 1

Collector!/ Local Road 800 25 1728 153 339 1.611 11 2

Major Arterial 3100 45 1729 339 153 1.611 11 2

Major Arterial 3100 45 1730 333 395 2.718 11 1

Collector! Local Road 800 45 1731 395 333 2.718 11 1

Collector/ Local Road 800 45 1732 311 393 4.291 10 1

Collector!/ Local Road 800 25 1733 393 311 4.291 10 1

Collector!/ Local Road 800 25 1734 400 401 0.918 10 1

Collector! Local Road 800 25 1735 401 400 0.918 10 1

Collector!/ Local Road 800 25 1736 392 532 4.336 10 1

Collector! Local Road 800 25 1737 532 392 4.336 10 1

Collector!/ Local Road 800 25 1738 399 556 2.604 10 1

Collector / Local Road 800 25 1739 556 399 2.604 10 1

Collector!/ Local Road 800 25 1740 402 1181 2.782 10 1

Collector! Local Road 800 25 1741 1181 402 2.782 10 1

Collector /Local Road 800 25 1742 404 556 3.814 10 1

Collector /Local Road 800 25 1743 556 404 3.814 10 1

Collector!/ Local Road 800 25 1744 405 1182 0.767 10 1

Collector!/ Local Road 800 25 1745 1182 405 0.767 10 1

Collector!/ Local Road 800 25 1746 406 595 2.101 10 1

Collector /Local Road 800 25 1747 595 406 2.101 10 1

Collector!/Local Road 800 25 1748 409 410 2.73 10 1

Collector!/ Local Road 800 25 1749 410 409 2.73 10 1

Collector! Local Road 800 25 1750 167 555 3.103 10 1

Collector! Local Road 800 25 1751 555 167 3.103 10 1

Collector/ Local Road 800 25 1752 314 410 3.36 10 1

Collector! Local Road 800 25_

1753 410 314 3.36 10 1

Collector /Local Road 800 25 1754 351 1187 2.292 11 1

Collector! Local Road 800 40 1755 1187 351 2.292 11 1

Collector! Local Road 800 40 1756 415 416 1.646 10 1

Collector/ Local Road 800 25 1757 416 415 1.646 10 1

Collector/ Local Road 800 25 1758 416 596 1.785 10 1

Collector!/ Local Road 800 25 1759 596 416 1.785 10 1

Collector /Local Road 800

.25 1760 274 418 3.477 10 1

Collector! Local Road 800 25 1761 418 274 3.477 10 1

Collector! Local Road 800 25 1762 353 1188 0.538 10 1

Collector! Local Road 800 25 1763 1188 353 0.538 10 1

Collector!/ Local Road 800 25 1764 166 424 5.13 10 1

Collector/!Local Road 800 25 1

1765 424 166 5.13 10 1

Collector! Local Road 800 25 1766 417 423 4.729 10 1

Collector! Local Road 800 25 Page 31 of 53 Appendix C - Page 32 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 1767 423 417 4.729 10 1

Collector!/ Local Road 800 25 1768 423 1185 1.195 10 1

Collector!/ Local Road 800 25 1769 1185 423 1.195 10 1 -

Collector / Local Road 800 25 1770 422 426 3.704 10 1

Collector/I Local Road 800 25 1771 426 422 3.704 10 1

Collector! Local Road 800 25 1772 383 538 2.754 10 1

Collector! Local Road 800 25 1773 538 383 2.754 10 1

Collector! Local Road 800 25 1774 371 1177 1.399 10 1

Collector!/ Local Road 1800 25 1775 1177 371 1.399 10 1

Collector/ Local Road 1800 25 1776 135 363 4.553 11 1

Major Arterial 1700 45 1777 363 135 4.553 11 1

Major Arterial 1700 45 1778 152 387 0.5 12 1

Major Arterial 1700 35 1779 387 152 0.5 12 1

Major Arterial 1700 35 1780 391 397 3.136 11 1

Major Arterial 1300 45 1781 397 391 3.136 11 1

Major Arterial 1300 45 1782 429 585 2.98 11 1

Major Arterial 1800 45 1783 585 429 2.98 11 1

Major Arterial 1800 45 1784 431 514 3.176 11 1

Collector /Local Road 1300 40 1785 514 431 3.176 11 1

Collector!I Local Road 1300 40 1786 433 440 2.682 11 1

Principal Arterial 1800 55 1787 440 433 2.682 11 1

Principal Arterial 1800 55 1788 165 437 0.627 1

11 1

Major Arterial 2000 40 1789 437 165 0.627 11 1

Major Arterial 2000 40 1790 583 604 0.54 11 1

Collector /Local Road 1300 45 1791 604 583 0.54 11 1

Collector! Local Road 1300 45 1792 446 448 1.799 11 1

Principal Arterial 1800 55 1793 448 446 1.799 11 1

Principal Arterial 1800 55 1794 451 582 3.78 10 1

Collector! Local Road 800 25 1795 582 451 3.78 10 1

Collector!/ Local Road 800 25 1796 453 454 3.418 10 1

Collector! Local Road 1200 25 1797 454 453 3.418 10 1

Collector! Local Road 1200 25 1798 457 460 3.107 11 1

Principal Arterial 1700 50 1799 460 457 3.107 11 1

Principal Arterial 1700 50 1800 154 467 3.096 11 1

Principal Arterial 1600 45 1801 467 154 3.096 11 1

Principal Arterial 1600 45 1802 472 473 2.458 11 1

Major Arterial 1800 45 1803 473 472 2.458 11 1

Major Arterial 1800 45 1804 468 591 4.005 10 1

Collector / Local Road 1500 25 1805 591 468 4.005 10 1

Collector/ Local Road 1500 25 1806 471 477 1.689 10 1

Collector!/ Local Road 800 25 1807 477 471 1.689 10 1

Collector!I Local Road 800 25 1808 484 515 1.911 10 1

Collector /Local Road 800 25 1809 515 484 1.911 10 1

Collector/ Local Road 800 25 1810 484 521 1.716 10 1

Collector /Local Road 800 25 1811 521 484 1.716 10 1

Collector /Local Road 800 25 1812 485 486 2.617 10 1

Collector! Local Road 800 25 1813 486 485 2.617 10 1

Collector! Local Road 800 25 1814 487 575 0.616 11 1

Collector/ Local Road 1300 40 1815 575 487 0.616 11 1

Collector! Local Road 1300 40 1816 492 609 4.131 10 1

Collector! Local Road 800 25 1817 609 492 4.131 10 1

Collector/ Local Road 800 25 1818 496 1198 2.693 10 1

Collector /Local Road 800 25 1819 1198 496 2.693 10 1

Collector! Local Road 800 25 1820 501 502 0.685 11 1

Major Arterial 2000 45 1821 502 501 0.685 11 1

Major Arterial 2000 45 1822 499 501 0.603 11 1

Collector! Local Road 1700 40 1823 501 499 0.603 11 1

Collector)I Local Road 1700 40 Page 32 of 53 Appendix C - Page 33 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

-Nde

-Noe ml)

Width (ft)

Lanes Roda ye Rate (vehlhr)

F mh 1824 501 504 0.397 11 1

Major Arterial 1700 45 1825 504 501 0.397 11 1

Major Arterial 1700 45 1826 432 504 1.599 11 1

Major Arterial 1700 45 1827 504 432 1.599 11 1

Major Arterial 1700 45 1828 502 505 0.543 12 1

Major Arterial 2000 25 1829 505 502 0.543 12 1

Major Arterial 2000 25 1830 144 511 0.595 11 1

Major Arterial 1700 45 1831 511 144 0.595 11 1

Major Arterial 1700 45 1832 513 514 0.201 11 1

Collector/ Local Road 1700 40 1833 514 513 0.201 11 1

Collector/ Local Road 1700 40 1834 510 513 1.175 11 1

Principal Arterial 2000 45 1835 513 510 1.175 11 1

Principal Arterial 2000 45 1836 441 447 2.588 10 1

Collector /Local Road 800 25 1837 447 441 2.588 10

1.

Collector! Local Road 800 25 1838 156 178 0.511 12 1

Ramp 1500 35 1839 177 164 0.612 12 2

Freeway 4100 65 1840 177 159 0.535 12 1

Ramp 1500 35 1841 163 178 1.127 12 2

Freeway 4100 65 1842 448 516 3.962 10

1.

Collector!/ Local Road 800 25 1843 516 448 3.962 10 1

Collector!/ Local Road 800 25 1844 134 524 0.532 11 1

Major Arterial 1700 45 1845 524 134 0.532 11 1

Major Arterial 1700 45 1846 184 359 1.015 11 2_

Major Arterial 3480 50 1847 359 184 1.015 11 2

Major Arterial 3480 50 1848 567 137 0.603 11 2

Principal Arterial 3600 50 1849 166 417 3.799 10 1

Collector!/ Local Road 800 25 1850 417 166 3.799 10 1

Collector!/ Local Road 800 25 1851 407 411 1.277 10 1

Collector!/ Local Road 800 25 1852 411 407 1.277 10 1

Collector!/ Local Road 800 25 1853 405 1181 2.163 10 1

Collector /Local Road 800 25 1854 1181 405 2.163 10 1

Collector/ Local Road 800 25 1855 533 534 2.069 10 1

Collector! Local Road 800 25 1856 534 533 2.069 10 1

Collector! Local Road 800 25 1857 389 538 3.397 11 1

Collector! Local Road 800 45 1858 538 389 3.397 11 1

Collector! Local Road 800 45 1859 357 373 2.668 11 1

Principal Arterial 1700 45 1860 373 357 2.668 11 1

Principal Arterial 1700 45 1861 358 543 0.337 11 1

Major Arterial 1700 45 1862 543 358 0.337 11 1

Major Arterial 1700 45 1863 358 376 0.697 11 1

Major Arterial 1700 45 1864 376 358 0.697 11 1

Major Arterial 1l700 45 1865 376 377 0.272 11 1

Minor Arterial 1700 40 1866 377 376 0.272 11 1

Minor Arterial 1700 40 1867 543 544 5.349 11 1

Major Arterial 1300 45 1868 544 543 5.349 11 1

Major Arterial 1300 45 1869 355 377 5.563 11 1

Minor Arterial 1300 40 1870 377 355 5.563 11 1

Minor Arterial 1300 40 1871 350 355 7.485 11 1

Minor Arterial 1300 40 1872 355 350 7.485 11 1

Minor Arterial 1300 40 1873 139 355 2.211 11 1

Major Arterial 1300 45 1874 355 139 2.211 11 1

Major Arterial 1300 45 1875 139 544 1.306 11 1

Major Arterial 1300 45 1876 544 139 1.306 11 1

Major Arterial 1300 45 1877 365 544 6.195 11 1

Major Arterial 1300 45 1878 544 365 6.195 11 1

Major Arterial 1300 45 1879 346 391 2.385 11 1

Major Arterial 1300 45 1880 391 346 2.385 11 1

Major Arterial 1300 45 Page 33 of 53 Appendix C - Page 34 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

UNod D-ode (ml)

Width (ft)

Lanes Roda ye Rate (vehlhr)

F mh 1881 350 397 1.091 11 1

Major Arterial 1300 45 1882 397 350 1.091 11 1

Major Arterial 1300 45 1883 350 531 4.187 11 1

Major Arterial 1300 45 1884 531 350 4.187 11 1

Major Arterial 1300 45 1885 350 530 5.817 11 1

Minor Arterial 1300 40 1886 530 350 5.817 11 1

Minor Arterial 1300 40 1887 530 545 2.122 11 1

Minor Arterial 1300 40 1888 545 530 2.122 11 1

Minor Arterial 1300 40 1889 174 530 3.153 11 1

Minor Arterial 1300 45 1890 530 174 3.153 1

11 1

Minor Arterial 1300 45 1891 171 547 0.43 1l1 1

Minor Arterial 1300 40 1892 547 171 0.43 11 1

Minor Arterial 1300 40 1893 526 547 2.175 11 1

Minor Arterial 1300 40 1894 547 526 2.175 11 1

Minor Arterial 1300 40 1895 418 548 4.078 11 1

Minor Arterial 1300 40 1896 548 418 4.078 11 1

Minor Arterial 1300 40 1897 414 548 0.935 11 1

Principal Arterial 1600 40 1898 548 414 0.935 11 1

Principal Arterial 1600 40 1899 411 414 1.282 11 1

Principal Arterial 1600 50 1900 414 411 1.282 11 1

Principal Arterial 1600 50 1901 411 412 1.167 11 1

Principal Arterial 1600 50 1902 412 411 1.167 11 1

Principal Arterial 1600 50 1903 415 529 1.381 11 1

Principal Arterial 1600 45 1904 529 415 1.381 11 1

Principal Arterial 1600 45 1905 313 415 1.497 11 1

Principal Arterial 1600 45 1906 415 313 1.497 11 1

Principal Arterial 1600 45 1907 419 421 1.324 11 1

Principal Arterial 1600 50 1908 421 419 1.324 11 1

Principal Arterial 1600 50 1909 425 1003 5.332 10 1

Collector/ Local Road 800 25 1910 1003 425 5.332 10 1

Collector / Local Road 800 25 1911 171 420 3.232 10 1

Collector / Local Road 800 25 1912 420 171 3.232 10 1

Collector / Local Road 800 25 1913 153 319 2.028 11 1

Principal Arterial 1600 45 1914 319 153 2.028 11 1

Principal Arterial 1600 45 1915 168 318 3.501 11 1

Principal Arterial 1600 45 1916 318 168 3.501 11 1

Principal Arterial 1600 45 1917 417 419 0.657 11 1

Principal Arterial 1600 40 1918 419 417 0.657 11 1

Principal Arterial 1600 40 1919 174 402 0.875 11 1

Major Arterial 1300 45 1920 402 174 0.875 11 1

Major Arterial 1300 45 1921 402 551 2.859 11 1

Major Arterial 1300 45 1922 551 402 2.859 11 1

Major Arterial 1300 45 1923 533 552 1.62 11 1

Major Arterial 1300 45 1924 552 533 1.62 1

11 1

Major Arterial 1300 45 1925 333 533 1.374 11 1

Major Arterial 1300 45 1926 533 333 1.374 11 1

Major Arterial 1300 45 1927 174 406 2.74 11 1

Major Arterial 1300 45 1928 406 174 2.74 11 1

Major Arterial 1300 45 1929 406 408 1.045 11 1

Major Arterial 1300 45 1930 408 406 1.045 11 1

Major Arterial 1300 45 1931 408 554 1.372 11 1

Major Arterial 1300 45 1932 554 408 1.372 11 1

Major Arterial 1300 45 1933 554 592 1.042 11 1

Major Arterial 1300 45 1934 592 554 1.042 11 1

Major Arterial 1300 45 1935 311 428 4.336 11 2

Principal Arterial 3200 45 1936 428 311 4.336 11 2

Principal Arterial 3200 45 1937 428 532 1.19 11 1

Minor Arterial 1300 40 Page 34 of 53 Appendix C - Page 35 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

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

(ml)

Width (ft)

Lanes Rate__________

1938 532 428 1.19 11 1

Minor Arterial 1300 40 1939 532 557 2.65 11 1

Minor Arterial 1300 40 1940 557 532 2.65 11 1

Minor Arterial 1300 40 1941 173 331 0.642 11 1

Major Arterial 1700 45 1942 331 173 0.642 11 1

Major Arterial 1700 45 1943 332 558 0.851 11 1

Major Arterial 1300 45 1944 558 332 0.851 11 1

Major Arterial 1300 45 1945 134 558 2.766 1

1 1

Major Arterial 1700 45 1946 558 134 2.766 11 1

Major Arterial 1700 45 1947 340 388 2.028 11 2

Major Arterial 3100 45 1948 388 340 2.028 11 2

Major Arterial 3100 45 1949 339 340 0.68 11 2

Major Arterial 3100 45 1950 340 339 0.68 11 2

Major Arterial 3100 45 1951 323 363 1.798 11 1

Major Arterial 1700 45 1952 363 323 1.798 11 1

Major Arterial 1700 45 1953 561 563 0.893 12 1

Major Arterial 1800 35 1954 563 561 0.893 12 1

Major Arterial 1800 35 1955 364 525 0.619 11 1

Minor Arterial 1300 40 1956 525 364 0.619 11 1

Minor Arterial 1300 40 1957 381 539 1.137 11 1

Minor Arterial 1800 40 1958 539 381 1.137 11 1

Minor Arterial 1800 40 1959 360 364 6.537 11 1

Collector / Local Road 1300 40 1960 364 360 6.537 11 1

Collector I Local Road 1300 40 1961 372 568 0.549 11 2

Principal Arterial 3600 50 1962 136 327 1.525 11 2

Principal Arterial 3200 45 1963 504 569 1.098 11 1

Collector/I Local Road 2000 40___

1964 569 504 1.098 11 1

Collector / Local Road 2000 4

1965 349 570 1.881 11 1

Minor Arterial 1300 4

1966 570 349 1.881 11 1

Minor Arterial 1300 4

1967 173 366 1.506 11 1

Collector/ Local Road 1700 40___

1968 366 173 1.506 11 1l Collector /Local Road 1700 4

1969 338 366 1.3 11 1

Collector / Local Road 1300 40___

1970 366 338 1.3 11 1

Collector / Local Road 1300 4

1971 360 572 6.614 11 1

Minor Arterial 1300 40 1972 572 360 6.614 11 1

Minor Arterial 1300 40 1973 465 573 0.159 11 1

Major Arterial 1300 40 1974 573 465 0.159 11 1

Major Arterial 1300 45 1975 517 573 0.205 11 1

Major Arterial 1300 45 1976 573 517 0.205 11 1

Major Arterial 1300 45 1977 464 465 2.527 11 1

Major Arterial 1300 40 1978 465 464 2.527 11 1

Major Arterial 1300 40 1979 496 517 6.446 11 1

Major Arterial 1300 45 1980 517 496 6.446 11 1

Major Arterial 1300 45 1981 497 498 5.383 11 1

Collector/I Local Road 1300 40 1982 498 497 5.383 11 1

Collector / Local Road 1300 40 1983 506 601 1.918 11 1l Collector/ Local Road 1700 40 1984 601 506 1.918 1

11 1

Collector/ Local Road 1700 40 1985 505 506 0.738 11 1

Major Arterial 1700 45 1986 506 505 0.738 11 1

Major Arterial 1700 45 1987 475 476 1.519 11 1

Collector /Local Road 1300 40 1988 476 475 1.519 11 1

Collector /Local Road 1300 40 1989 478 481 0.938 11 1

Major Arterial 1300 45 1990 481 478 0.938 11 1

Major Arterial 1300 45 1991 472 481 1.008 11 1

Major Arterial 1300 40 1992 481 472 1.008 11 1

Major Arterial 1300 40 1993 474 576 0.538 11 1

Major Arterial 1800 40 1994 576 474 0.538 11 1

Major Arterial 1800 40 Page 35 of 53 Appendix C - Page 36 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(mi)

Width (ft)

Lanes Rate (vehlhr) 1995 470 515 2.174 11 1

Major Arterial 1800 45 1996 515 470 2.174 11 1

Major Arterial 1800 45 1997 453 515 2.704 11 1

Major Arterial 1800 45 1998 515 453 2.704 11 1

Major Arterial 1800 45 1999 453 485 2.348 11 1

Major Arterial 1800 45 2000 485 453 2.348 11 1

-Major Arterial 1800 45 2001 463 579 0.747 11 1

Principal Arterial 1700 55 2002 579 463 0.747 11 1

Principal Arterial 1700 55 2003 459 462 1.915 11 1

Major Arterial 1300 40 2004 462 459 1.915 11 1

Major Arterial 1300 40 2005 459 461 1.893 11 1

Major Arterial 1300 45 2006 461 459 1.893 11 1

-Major Arterial 1300 45 2007 461 581 5.575 11 1

Major Arterial 1300 45 2008 581 461 5.575 11 1

Major Arterial 1300 45 2009 507 581 3.409 11 1

Major Arterial 1300 45 2010 581 507 3.409 11 1

Major Arterial 1300 45 2011 440 442 5.107 11 1

Collector! Local Road 1300 40 2012 442 440 5.107 11 1

Collector/ Local Road 1300 40 2013 441 582 3.927 11 1

Collector! Local Road 1300 40 2014 582 441 3.927 11 1

Collector! Local Road 1300 40 2015 450 582 1.316 11 1

Collector!/ Local Road 1300 40 2016 582 450 1.16 Ii 1

Collector!/ Local Road 1300 40 2017 450 583 0.882 11 1

Collector!/ Local Road 1300 40 2018 583 450 0.882 11 1

Collector! Local Road 1300 40 2019 450 507 4.044 11 1

Collector! Local Road 1300 40 2020 507 450 4.044 11 1

Collector! Local Road 1300 40 2021 439 466 0.409 11 1

Major Arterial 2000 45 2022 466 439 0.409 11 1

Major Arterial 2000 45 2023 472 479 2.302 11 1

Major Arterial 1300 45 2024 479 472 2.302 11 1

Major Arterial 1300 45 2025 475 477 1.835 11 1

Collector! Local Road 1300 40 2026 477 475 1.835 11 1

Collector! Local Road 1300 40 2027 519 574 1.237 11 2

Major Arterial 3100 45 2028 141 520 1.238 11 2

Major Arterial 3100 45 2029 310 403 6.145 10 1

Collector! Local Road 800 25 2030 403 310 6.145 10 1

Collector!I Local Road 800 25 2031 390 397 3.641 10 1

Collector! Local Road 800 25 2032 397 390 3.641 10 1

Collector! Local Road 800 25 2033 358 375 0.652 11 1

Minor Arterial 1700 40 2034 375 358 0.652 11 1

Minor Arterial 1700 40 2035 139 349 5.234 11 1

Major Arterial 1300 45 2036 349 139 5.234 11 1

Major Arterial 1300 45 2037 321 564 0.827 11 1

Minor Arterial 1800 40 2038 564 321 0.827 11 1

Minor Arterial 1800 40 2039 379 564 1.812 10 1

Collector! Local Road 1200 25 2040 564 379 1.812 10 1

Collector! Local Road 1200 25 2041 539 566 2.157 11 1

Minor Arterial 1800 40 2042 566 539 2.157 11 1

Minor Arterial 1800 40 2043 138 381 1.58 11 1

Collector/!Local Road 1800 40 2044 381 138 1.58 11 1

Collector ILocal Road 1800 40 2045 312 526 2.423 11 1

Minor Arterial 1300 40 2046 526 312 2.423 11 1

Minor Arterial 1300 40 2047 345 537 3.029 10 1

Collector! Local Road 800 25 2048 537 345 3.029 10 1

Collector! Local Road 800 25 2049 357 524 8.382 11 1

Major Arterial 1300 45 2050 524 357 8.382 11 1

Major Arterial 1300 45 2051 211 355 9.8113 11 1

Major Arterial 1300 45 Page 36 of 53 Appendix C - Page 37 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

UNod D-ode (mi)

Width (ft)

Lanes Roda ye Rate (vehlhr)FF(mh 2052 355 211 9.813 11 1

Major Arterial 1300 45 2053 373 375 0.348 11 1

Collector / Local Road 1700 40 2054 375 373 0.348 11 1

Collector / Local Road 1700 40 2055 168 551 4.24 11 1

Minor Arterial 1300 40 2056 551 168 4.24 11 1

Minor Arterial 1300 40 2057 551 552 0.097 11 1

Major Arterial 1300 45 2058 552 551 0.097 11 1

Major Arterial 1300 45 2059 454 470 2.032 10 1

Collector / Local Road 1200 25 2060 470 454 2.032 10 1

Collector / Local Road 1200 25 2061 404 409 4.668 1

10 1

Collector! Local Road 800 25 2062 409 404 4.668 10 1

Collector/I Local Road 800 25 2063 413 422 4.128 10 1

Collector!/ Local Road 800 25 2064 422 413 4.128 10 1

Collector!/ Local Road 800 25 2065 318 410 2.118 10 1

Collector/ Local Road 800 25 2066 410 318 2.118 10 1

Collector/ Local Road 800 25 2067 451 461 4.836 10 1

Collector / Local Road 800 25 2068 461 451 4.836 10 1

Collector / Local Road 800 25 2069 319 396 3.542 10 1

Collector!/ Local Road 800 25 2070 396 319 3.542 10 1

Collector!/ Local Road 800 25 2071 455 460 1.976 10 1

Collector! Local Road 800 25 2072 460 455 1.976 10 1

Collector! Local Road 800 25 2073 173 361 1.562 11 1

Collector/ILocal Road 1700 40 2074 361 173 1.562 11 1

Collector/ Local Road 1700 40 2075 512 513 3.391 11 1

Principal Arterial 2000 45 2076 513 512 3.391 11 1

Principal Arterial 2000 45 2077 589 1179 2.581 10 1

Collector!/ Local Road 800 25 2078 1179 589 2.581 10 1

Collector /Local Road 800 25 2079 341 386 0.4 11 1

Major Arterial 1700 45 2080 386 341 0.4 11 1

Major Arterial 1700 45 2081 325 589 1.278 10 1

Collector/ Local Road 800 35 2082 589 325 1.278 10 1

Collector!/ Local Road 800 35 2083 168 1200 1.819 10 1

Collector!/ Local Road 800 25 2084 1200 168 1.819 10 1

Collector /Local Road 800 25 2085 560 561 1.311 11 1

Major Arterial 1800 40 2086 561 560 1.311 1l1 1

Major Arterial 1800 40 2087 384 1177 4.115 10 1

Collector! Local Road 1800 25 2088 1177 384 4.115 10 1

Collector /Local Road 1800 25 2089 427 557 5.081 11 1

Minor Arterial 1800 40 2090 557 427 5.081 11 1

Minor Arterial 1800 40 2091 172 384 3.437 10 1

Collector! Local Road 800 25 2092 384 172 3.437 10 1

Collector!I Local Road 800 25 2093 403 555 5.965 10 1

Collector!/ Local Road 800 25 2094 555 403 5.965 10 1

Collector! Local Road 800 25 2095 550 589 2.663 11 1

Principal Arterial 2000 45 2096 589 550 2.663 11 1

Principal Arterial 2000 45 2097 409 1200 1.937 10 1

Collector!/ Local Road 800 25 2098 1200 409 1.937 10 1

Collector!/ Local Road 800 25 2099 286 1188 2.555 10 1

Collector/ Local Road 800 25 2100 1188 286 2.555 10 1

Collector/ Local Road 800 25 2101 339 396 1.702 10 1

Collector! Local Road 800 25 2102 396 339 1.702 10 1

Collector! Local Road 800 25 2103 237 407 3.644 10 1

Collector!/ Local Road 800 25 2104 1 407 237 3.644 10 1

1 Collector! Local Road 800 25 2105 153 589 2.348 11 1

Principal Arterial 2000 45 2106 589 153 2.348 11 1

Principal Arterial 2000 45 2107 321 565 2.09 11 1

Minor Arterial 1800 40 2108 565 321 2.09 11 1

Minor Arterial 1800 40 Page 37 of 53 Appendix C - Page 38 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 2109 434 499 2.823 11 1

Collector / Local Road 2000 40 2110 499 434 2.823 11 1

Collector / Local Road 2000 40 2111 446 1198 3.495 10 1

Collector/ Local Road 800 25 2112 1198 446 3.495 10 1

Collector / Local Road 800 25 2113 503 505 1.048 12 1

Principal Arterial 2000 25 2114 505 503 1.048 12 1

Principal Arterial 2000 25 2115 505 510 1.172 11 1

Principal Arterial 2000 45 2116 510 505 1.172 11 1

Principal Arterial 2000 45 2117 510 569 1.404 11 1

Collector!/ Local Road 2000 40 2118 569 510 1.404 11 1

Collector/ Local Road 2000 40 2119 495 605 2.425 10 1

Collector / Local Road 800 25 2120 605 495 2.425 10 1

Collector / Local Road 800 25 2121 211 236 8.358 11 1

Minor Arterial 1300 40 2122 236 211 8.358 11 1__

Minor Arterial 1300 40 2123 234 240 2.475 11 1

Major Arterial 1300 45 2124 240 234 2.475 11 1

Major Arterial 1300 45 2125 241 307 0.73 12 1

Ramp 1500 35 2126 231 239 4.919 12 2

Freeway 4100 55 2127 307 229 2.641 12 2

Freeway 4100 55 2128 239 248 0.789 12 2

Freeway 4100 55 2129 249 307 0.778 12 2

Freeway 4100 55 2130 491 493 1.832 11 1

Major Arterial 1800 45 2131 493 491 1.832 11 1

Major Arterial 1800 45 2132 430 434 4.886 11 1

Collector! Local Road 1300 40 2133 434 430 4.886 11 1

Collector!/ Local Road 1300 40 2134 258 265 2.456 11 i

Minor Arterial 1700 40 2135 265 258 2.456 11 1

Minor Arterial 1700 40 2136 273 302 0.417 11 1

Minor Arterial 1300 40 2137 302 273 0.417 11 1

Minor Arterial 1300 40 2138 433 498 6.391 11 1

Principal Arterial 2200 55 2139 498 433 6.391 11 1

Principal Arterial 2200 55 2140 430 431 6.368 11 1

Major Arterial 1300 45 2141 431 430 6.368 11 1

Major Arterial 1300 45 2142 264 602 1.296 11 1

Minor Arterial 1300 40 2143 602 264 1.296 11 1

Minor Artefial 1300 40 2144 279 289 2.039 11 1

Major Arterial 1300 45 2145 289 279 2.039 11 1

Major Arterial 1300 45 2146 252 304 3.482 11 1

Minor Arterial 1700 40 2147 304 252 3.482 11 1

Minor Arterial 1700 40 2148 250 258 1.543 11 1

Minor Arterial 1700 40___

2149 258 250 1.543 11 1

Minor Arterial 1700 40___

2150 178 150 10.081 12 2

Freeway 4100 65___

2151 146 177 10.741 12 2

Freeway 4100 6

2152 433 434 5.3 11 1

Collector! Local Road 2000 4

2153 434 433 5.3 11 1

Collector!I Local Road 2000 4

2154 496 497 3.487 11 __

1 Major Arterial 1300 45___

2155 497 496 3.487 11 1

Major Arterial 1300 45___

2156 204 207 1.454 11 1

Minor Arterial 1300 40 2157 207 204 1.454 11 1

Minor Arterial 1300 40 2158 155 466 3.381 11 1

Major Arterial 2000 40 2159 466 155 3.381 11 1

Major Arterial 2000 40 2160 169 512 1.154 11 1

Major Arterial 2000 45 2161 512 169 1.154 11 1

Major Arterial 2000 45 2162 244 246 0.067 11 1

Major Arterial 1700 45 2163 246 244 0.067 11 1

Major Arterial 1700 45 214 281 288 1.777 11 1

1 Principal Arterial 1600 45 2165 288 2811 1.777-1 Principal Arterial 1600 1

45 Page 38 of 53 Appendix C - Page 39 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

U-Node D-Nod Width (ft)

Lanes Roda ye Rate (vehlhr)

FF(mh 2166 429___

610__

1.029 11 1

Major Arterial 2000 45 2167 610 429 1.029 11 1

Major Arterial 2000 45 2168 611 1221 3.14 10 1

Collector /LocaliRoad 800 25 2169 1221 611 3.14 10 1

Collector /LocaliRoad 800 25 2170 933 1221 1.836 10 1

Collector /Local Road 800 25 2171 1221 933 1.836 10 1

Collector /Local Road 800 25 2172 757 761 2.533 11 1

Collector / Local Road 1300 40 2173 761 757 2.533 11 1

Collector /Local Road 1300 40 2174 612 613 3.645 11 1

Collector/ Local Road 1300 40 2175 613 612 3.645 11 1

Collector/ Local Road 1300 40 2176 616 981 1.468 10 1

Collector/ Local Road 800 25 2177 981 616 1.468 10 1

Collector / Local Road 800 25 2178 899 617 0.118 11 1

Major Arterial 1700 45 2179 622 623 0.916 11 1

Major Arterial 1300 45 2180 623 622 0.916 11 1

Major Arterial 1300 45 2181 624 730 0.478 11 1

Major Arterial 1300 45 2182 730 624 0.478 11 1

Major Arterial 1300 45 2183 608 163 5.238 12 2

Freeway 4100 65 2184 1 164 607 6.915 12 2

Freeway 4100 65 2185 630 1049 4.91 10 1

Collector / Local Road 800 25 2186 1049 630 4.91 10 1

Collector/ Local Road 800 25 2187 631 1056 0.577 11 1

Major Arterial 1300 45 2188 1056 631 0.577 11 1

Major Arterial 1300 45 2189 633 634 2.668 11 1

Principal Arterial 1600 50 2190 634 633 2.668 11 1

Principal Arterial 1600 50 2191 637 638 0.225 11 1

Major Arterial 1700 45 2192 638 637 0.225 11 1

Major Arterial 1700 45 2193 648 649 5.03 11 1

Major Arterial 2000 45 2194 649 648 5.03 11 1

Major Arterial 2000 45 2195 707 715 3,755 11 1

Malor Arterial 2000 45 2196 715 707 3,755 11 1

Major Arterial 2000 45 2197 648 699 3.424 11 1

Major Arterial 2000 45 2198 699 648 3,424 11 1

Major Arterial 2000 45 2199 654 655 2.143 10 1

Collector /Local Road 800 25_

2200 1

655 654 2.143 10 1

1 Collector / Local Road 800 25 2201 658 837 0.751 11 1

Major Arterial 1700 45 2202 837 658 0.751 11 1

Major Arterial 1700 45 2203 1170 1165 0.495 11 2

Principal Arterial 3600 50 2204 624 743 0.904 11 1

Major Arterial 1300 45 2205 743 624 0.904 11 1

Major Arterial 1300 45 2206 661 662 4.13 11 1

Major Arterial 1300 45 2207 662 661 4.13 11 1

Major Arterial 1300 45 2208 664 621 0.766 11 2

Principal Arterial 3600 60 2209 672 903 1.683 11 1

Major Arterial 1300 45 2210 903 672 1,683 11 1

Major Arterial 1300 45 2211 673 674 1.543 11 1__

Major Arterial 1300 45 2212 674 673 1.543 1 11 1__

Major Arterial 1300 45 2213 674 682 4.181 11 1 -

Collector /

Local Road 1300 40 2214 682 674 4.181 11 1

Collector/ Local Road 1300 40 2215 482 680 3.239 11 1

Major Arterial 1300 45 2216 680 482 3.239 11 1

Major Arterial 1300 45 2217 676 677 3.259 10 1

Collector /

Local Road 800 25 2218 677 676 3.259 10 1

Collector/ Local Road 800 25 2219 679 680 6.855 12 1

Major Arterial 2000 35 1

2220 680 679 6.855 12 1

Major Arterial 2000 35 2221 677 934 3.206_

10 1

Collector/ Local Road 800 25 2222 934 677 3.206 10 1

Collector/ Local Road 800 25 Page 39 of 53 Appendix C - Page 40 of 68

Appendix C Peach Bottorn NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

-Nde (ml)

Width (ft)

Lanes Roda1ye Rt vhhr)FF(mh 2223 681 685 0.517 12 1

Major Arterial 1300 30 2224 685 681 0.517 12 1

Major Arterial 1300 30 2225 682 1219 1.4 11 1

Collector/ Local Road 1300 40 2226 1219 682 1.4 11 1

Collector/ Local Road 1300 40 2227 685 934 1.183 11 1

Major Arterial 1300 50 2228 934 685 1.183 11 1

Major Arterial 1300 50 2229 689 933 3.173 11 1

Collector/ Local Road 1300 40 2230 933 689 3.173 11 1

Collector/I Local Road 1300 40 2231 488 921 3.379 10 1

Collector/ Local Road 800 25 2232 921 488 3.379 10 1

Collector/ Local Road 800 25_

2233 687 1215 2.051 10 1

Collector / Local Road 800 25_

2234 1215 687 2.05`1 10 1

Collector / Local Road 800 25

-2235 609 1206 1.565 10 1

Collector/ Local Road 800 25 2236 1206 609 1.565 10 1

Collector/ Local Road 800 25 2237 648 705 1.55 11 1

Major Arterial 2000 45 2238 705 648 1.55 11 1

Major Arterial 2000 45 2239 697 701 3.949 1

10 1

Collector / Local Road 800 25 2240 701 697 3.949 10 1

Collector/ Local Road 800 25 2241 686 700 3.042 11 1

Major Arterial 2000 45 2242 700 686 3.042 11 1

Major Arterial 2000 45 2243 491 709 4.61 10 1

Collector/I Local Road 800 25 2244 709 491 4.61 10 1

Collector / Local Road 800 25 2245 611 733 3.757 11 1

Major Arterial 1300 50 2246 733 611 3.757 11 1

Major Arterial 1300 50 2247 700 701 0.303 10 1

Collector/I Local Road 800 25 2248 701 700 0.303 10 1

Collector/I Local Road 800 25 2249 707 708 0.558 10 1

Collector/I Local Road 800 25 2250 708 707 0.558 10 1

Collector / Local Road 800 25 2251 709 721 1.302 11 1

1 Major Arterial 2000 45 2252 721 709 1.302 11 1

Major Arterial 2000 45 2253 710 930 0.957 11 1

Major Arterial 1800 40 2254 930 710 0.957 11 1

Major Arterial 1800 40 2255 727 936 2.463 11 1

Major Arterial 1300 45 2256 936 727 2.463 11 1

Major Arterial 1300 45 2257 725 1222 1.071 10 1

Collector / Local Road 800 25 2258 1222 725 1.071 10 1

Collector / Local Road 800 25 2259 652 705 4.684 11 1

Major Arterial 1300 45 2260 705 652 4.684 11 1

Major Arterial 1300 45 2261 612 651 3.955 11 1

Major Arterial 1800 45 2262 651 612 3.955 11 1

Major Arterial 1800 45 2263 736 1227 1.573 10 1

Collector / Local Road 800 25 2264 1227 736 1.573 10 1

Collector/ Local Road 800 25 2265 655 705 3.47 10 1

Collector/I Local Road 800 25 2266 705 655 3.47 10 1

Collector / Local Road 800 25 2267 727 736 1.98 11 1

Major Arterial 1300 45 2268 736 727 1.98 11 1

Major Arterial 1300 45 2269 706 735 5.241 11 1

Collector/I Local Road 1800 40 2270 735 706 5.241 11 1

Collector / Local Road 1800 40 2271 735 741 1.078 11 1

Collector/ Local Road 1800 40 2272 741 735 1.078 11 1

Collector/I Local Road 1800 40 2273 740 1222 2.476 10 1

Collector/I Local Road 800 25 2274 1222 740 2.476 10 1

Collector / Local Road 800 25 2275 737 744 1.403 12 1

Major Arterial 1800 30 2276 744 737 1.403 12 1

Major Arterial 1800 30 2277 742 745 1.052 10 1

Collector/I Local Road 800 25 2278 745 742 1.052 10 1

Collector/I Local Road 800 25 2279 728 927 2.669 11 1

Collector/I Local Road 1300 40 Page 40 of 53 Appendix C - Page 41 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node (mie Withtht LanesNme f

RawyTp Saturation Flow FFS (mph)

(Lent Laneh NumbLaersf RawyTp Rate (vehlhr) 2280 927 728 2.669 11 1

Collector / Local Road 1300 40 2281 740 938 1.422 11 1

Collector / Local Road 1300 40 2282 938 740 1.422 11 1

Collector/I Local Road 1300 40 2283 743 748 1.046 11 1

Major Arterial 1300 45 2284 748 743 1.046 11 1

Major Arterial 1300 45 2285 937 938 1.69 11 1

Major Arterial 1300 45 2286 938 937 1.69 11 1

MajorArterial 1300 45 2287 744 745 0.67 1 10 1

Collector / Local Road 800 25 2288 745 744 0.671 10 1

Collector / Local Road 800 25 2289 746 748 1.153 1

10 1

Collector/ Local Road 800 25 2290 748 746 1.153 10 1

Collector / Local Road 800 25 2291 747 750 2.523 10 1

Collector / Local Road 800 25 2292 750 747 2.523 10 1

Collector / Local Road 800 25 2293 750 941 1.186 10 1

Collector/I Local Road 800 25 2294 941 750 1.186 10 1

Collector / Local Road 800 25 2295 739 751 2.639 11 1

Collector / Local Road 1300 40 2296 751 739 2.639 11 1

Collector / Local Road 1300 40 2297 758 764 1.539 11 1

Collector / Local Road 1300 40 2298 764 758 1.539 11 1

Collector / Local Road 1300 40 2299 757 765 1.933 11 1

Minor Arterial 1300 40 2300 765 757 1.933 1

11 1

Minor Arterial 1300 40 2301 766 770

1. 148 10 1

Collector / Local Road 800 25 2302 770 766 1.148 10 1

1Collector / Local Road 800 25 2303 751 774 4.471 11 1

Major Arterial 1300 45 2304 774 751 4.471 11 1

Major Arterial 1300 45 2305 774 776 1.736 11 1

Major Arterial 1300 45 2306 776 774 1.736 11 i

Major Arterial 1300 45 2307 778 985 2.261 11 1

Major Arterial 1300 45 2308 985 778 2.261 11 1

Major Arterial 1300 45 1

2309 779 780 1.795 10 1

Collector/I Local Road 800 25 2310 780 779 1.795 10 1

Collector/I Local Road 800 25 2311 770 780 3.044 10 1 -

Collector / Local Road 800 25 2312 780 770 3.044 10 1

Collector / Local Road 800 25 2313 783 923 4.423 11 1

Collector /Local Road 1300 40 2314 923 783 4.423 11 1

Collector/ Local Road 1300 40 2315 782 784 1.156 11 1

Collector / Local Road 1300 40 2316 784 782 1.156 11 1

Collector/I Local Road 1300 40 2317 781 802 3.506 11 1

Minor Arterial 1300 40 2318 802 781 3.506 11 1

Minor Arterial 1300 40 2319 823 924 5.652 11 1

Minor Arterial 1300 40 2320 924 823 5.652 11 1

Minor Arterial 1300 40 2321 790 993 2.696 10 1

Collector/I Local Road 800 25 2322 993 790 2.696 10 1

Collector / Local Road 800 25 2323 777 801 3.16 11 1

Major Arterial 1700 50 2324 801 777 3.16 11 1

Major Arterial 1700 50 2325 802 822 0.612 11 1

Minor Arterial 1300 40 2326 822 802 0.612 11 1

Minor Arterial 1300 40 2327 795 814 3.029 11 1

Major Arterial 1300 45 2328 814 795 3.029 11 1

Major Arterial 1300 45 2329 810 817 0.565 10 1

Collector/ILocal Road 800 25 2330 817 810 0.565 10 1

Collector/I Local Road 800 25 2331 815 985 3.819 11 1

Major Arterial 1300 45 2332 985 815 3.819 11 1

Major Arterial 1300 45 2333 813 971 0.841 11 1

Major Arterial 1300 1

45 2334 971 813 0.841 11 1

Major Arterial 1300 45 2335 668 788 2.978 11 1

Major Arterial 1700 50 2336 788 668 1

2.978 11 1

Major Arterial 1700 50 Page 41 of 53 Appendix C - Page 42 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

UNd

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

UNod D-ode (mi)

Width (ft)

Lanes Roda ye Rate (vehlhr)FF(mh 2337 807 817 2.239 11 I

Major Arterial 1300 45 2338 817 807 2.239 11 1

Major Arterial 1300 45 2339 824 968 1.917 10 1

Collector / Local Road 800 25 2340 968 824 1.917 10 1

Collector! Local Road 800 25 2341 797 967 3.157 11 1

Minor Arterial 1300 40 2342 967 797 3.157 11 1

Minor Arterial 1300 40 2343 821 829 2.155 11 1

Minor Arterial 1300 40 2344 829 821 2.155 11 1

Minor Arterial 1300 40 2345 824 828 0.817 10 1

Collector! Local Road 800 25 2346 828 824 0.817 10 1

Collector! Local Road 800 25 2347 828 839 2.53 1 11 1

Major Arterial 2000 45 2348 839 828 2.531 11 1

Major Arterial 2000 45 2349 805 830 2.376 11 1

Collector /Local Road 1300 40 2350 830 805 2.376 11 1

Collector! Local Road 1300 40 2351 832 835 1.741 11 1~

Collector!/ Local Road 1700 40 2352 835 832 1.741 11 1

Collector! Local Road 1700 40 2353 836 837 0.73 11 1

Major Arterial 1700 45 2354 837 836 0.73 11 1

Major Arterial 1700 45 2355 614 856 0.723 11 1

Principal Arterial 1600 45 2356 856 614 0.723 11 1

Principal Arterial 1600 45 2357 838 844 1.481 11 1

Major Arterial 1300 45 2358 844 838 1.481 11 1

Major Arterial 1300 45 2359 619 843 1.313 11 1

Collector /Local Road 1300 40 2360 843 619 1.313 11 1

Collector /Local Road 1300 40 2361 845 983 0.406 11 1

Collector! Local Road 2000 40 2362 983 845 0.406 11 1

Collector/ Local Road 2000 40 2363 850 946 1.408 11 1

Major Arterial 1700 45 2364 946 850 1.408 11 1

Major Arterial 1700 45 2365 843 946 13.213 11 1

Principal Arterial 1600 55 2366 946 843 13.213 11 1

Principal Arterial 1600 55 2367 852 945 0.766 11 1

Major Arterial 1700 45 2368 945 852 0.766 11 1

Major Arterial 1700 45 2369 854 969 2.843 11 1

Major Arterial 1300 45 2370 969 854 2.843 11 1

Major Arterial 1300 45 2371 854 861 3.534 11 1

Major Arterial 1300 45 2372 861 854 3.534 11 1

Major Arterial 1300 45 2373 873 875 0.82 11 1

Collector! Local Road 1700 40 2374 875 873 0.82 11 1

Collector/ Local Road 1700 40 2375 875 876 1.127 11 1

Collector / Local Road 1300 40 2376 876 875 1.127 11 1

Collector / Local Road 1300 40 2377 672 854 5.311 11 1

Collector!/ Local Road 1300 40 2378 854 672 5.311 11 1

Collector/ Local Road 1300 40 2379 872 882 1.094 11 1

Major Arterial 1700 45 2380 882 872 1.094 11 1

Major Arterial 1700 45 2381 852 884 1.377 11 1

Major Arterial 1300 45 2382 884 852 1.377 11 1

Major Arterial 1300 45 2383 848 889 5.301 11 1

Collector! Local Road 1300 40 2384 889 848 5.301 11 1

Collector! Local Road 1300 40 2385 873 897 4.645 11 1

Collector! Local Road 1700 40 2386 897 873 4.645 11 1

Collector! Local Road 1700 40 2387 882 885 0.972 11 1

Major Arterial 1700 45 2388 885 882 0.972 11 1

Major Arterial 1700 45 2389 997 886 0.19 11 1

Major Arterial 1700 45 2390 886 996 0.196 1111 1

Major Arterial 1700 45 2391 887 890 0.744 11 1

Major Arterial 1700 45 2392 890 997 0.816 11 1

Major Arterial 1700 45 2393 891 888 0.513 11 1-Major Arterial 1700 45 Page 42 of 53 Appendix C - Page 43 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

(ml)

Width (t Lanes Rate (vehlhr) 2394 996 892 0.777 11 1

Major Arterial 1700 45 2395 617 891 0.478 11 1

Major Arterial 1700 45 2396 893 898 0.43 11 1

Major Arterial 1700 45 2397 895 905 0.706 11 1

Major Arterial 1700 45 2398 905 895 0.706 11 1

Major Arterial 1700 45 2399 620 992 0.923 11 1

Collector / Local Road 1700 40 2400 992 620 0.923 11 1

Collector/ Local Road 1700 40 2401 911 912 0.449 1

1 1

Collector ILocal Road 1700 40 2402 912 911 0.449 11 1

Collector /Local Road 1700 40 2403 622 912 2.349 11 1

Major Arterial 1700 45 2404 912 622 2.349 11 1

Major Arterial 1700 45 2405 623 915 2.14 11 1

Major Arterial 1700 45 2406 915 623 2.14 11 1

Major Arterial 1700 45 2407 719 758 2.303 11 1

1 Major Arterial 1300 45 2408 758 719 2.303 11 1

Major Arterial 1300 45 2409 785 802 2.226 11 1

Collector/I Local Road 1300 40 2410 802 785 2.226 11 1

Collector/ Local Road 1300 40 2411 919 920 1.003 10 1

Collector/ Local Road 800 25 2412 920 919 1.003 10 1

Collector /Local Road 800 25 2413 741 761 4.762 11 1

Minor Arterial 2000 40 2414 761 741 4.762 11 1

Minor Arterial 2000 40 2415 715 1206 1.534 10 1

Collector/ Local Road 800 25 2416 1206 715 1,534 10 1

Collector/ Local Road 800 25 2417 771 919 2.935 11 1

Major Arterial 1300 45 2418 919 771 2,935 11 1

Major Arterial 1300 45 2419 771 922 5.164 11 1

Major Arterial 1800 45 2420 922 771 5.164 11 1

Major Arterial 1800 45 2421 782 923 4.799 11 1

Collector / Local Road 1300 40 2422 923 782 4.799 11 1

Collector / Local Road 1300 40 2423 775 782 1.472 10 1

Collector / Local Road 800 25 2424 782 775 1.472 10 1

Collector/I Local Road 800 25 2425 776 925 4.323 11 1

Collector/ Local Road 1300 40 2426 925 776 4.323 11 1

Collector/I Local Road 1300 40 2427 753 925 6.182 11 1

Col lector / Local Road 1300 40 2428 925 753 6.182 11 1

Collector / Local Road 1300 40 2429 752 974 3.833 10 1

Collector / Local Road 800 25 2430 974 752 3.833 10 1

Collector/I Local Road 800 25 2431 700 928 2.936 11 1

Minor Arterial 2000 40 2432 928 700 2.936 11 1

Minor Arterial 2000 40 2433 697 929 2.014 10 1

Collector / Local Road 800 25 2434 929 697 2.014 10 1

Collector/I Local Road 800 25 2435 729 931 4.741 11 1

Major Arterial 1300 50 2436 931 729 4.741 11 1

Major Arterial 1300 50 2437 483 676 0.563 12 1

Minor Arterial 1800 25 2438 676 483 0.563 12 1

Minor Arterial 1800 25 2439 932 994 0.843 10 1

Collector / Local Road 800 25 2440 994 932 0.843 10 1

Collector/I Local Road 800 25 2441 673 1219 1.683 11 1

Collector / Local Road

'1300 40 2442 1219 673 1.683 11 1

Collector/I Local Road 1300 40 2443 689 932 1.987 10 1

Collector / Local Road 800 25 2444 932 689 1.987 10 1

Collector / Local Road 800 25 2445 688 726 6.596 11 1

Major Arterial 1300 45 2446 726 688 6.596 11 1

Major Arterial 1300 45 2447 661 695 3.128 11 1

Major Arterial 1300U 45 2448 695 661 3.128 11 1

Major Arterial 1300 45 2449 935 1227 3.08 10 1

1 Collector/I Local Road 800 25 2450 1227 935 3.08 10 1

1 Collector/I Local Road 800 1

25" Page 43 of 53 Appendix C - Page 44 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

(i) idth (ft)

Lanes Rate (vehlhr) 2451 733 740 3.853 11 1

Collector / Local Road 1300 40 2452 740 733 3.853 11 1

Collector / Local Road 1300 40 2453 759 938 5.532 11 1

Major Arterial 1300 45 2454 938 759 5.532 11 1

Major Arterial 1300 45 2455 759 773 1.463 11 1

Major Arterial 1300 50 2456 773 759 1.463 11 1

Major Arterial 1300 50 2457 780 788 3.462 11 1 -

Major Arterial 1700 50 2458 788 780 3.462 11 1 -

Major Arterial 1700 50 2459 938 1213 2.798 10 1

Collector!/ Local Road 800 25 2460 1213 938 2.798 10 1

Collector / Local Road 800 25 2461 725 931 2.352 11 1

Major Arterial 1300 45 2462 931 725 2.352 11 1

Major Arterial 1300 45 2463 726 1216 1.925 10 1

Collector /Local Road 800 25 2464 1216 726 1.925 10 1

Collector/ Local Road 800 25 2465 939 940 2.507 11 1~

Collector / Local Road 1800 40 2466 940 939 2.507 11 1

Collector / Local Road 1800 40 2467 613 943 2.555 10 1

Collector /Local Road 800 25 2468 943 613 2.555 10 1

Collector! Local Road 800 25 2469 707 721 4.771 11 1

Major Arterial 2000 45 2470 721 707 4.771 11 1

Major Arterial 2000 45 2471 609 707 2.778 10 1

Collector / Local Road 800 25 2472 707 609 2.778 10 1

Collector / Local Road 800 25 2473 618 867 0.442 11 1

Major Arterial 1700 45 2474 867 618 0.442 11 1

Major Arterial 1700 45 2475 861 999 1.185 11 1

Major Arterial 1300 45 2476 999 861 1.185 11 1

Major Arterial 1300 45 2477 902 947 2.143 11 1

Major Arterial 1300 45 2478 947 902 2.143 11 1

Major Arterial 1300 45 2479 849 870 1.412 11 1

Major Arterial 1300 45 2480 870 849 1.412 11 1

Major Arterial 1300 45 2481 870 902 3.522 11 1

Major Arterial 1300 45 2482 902 870 3.522 11 1

Major Arterial 1300 45 2483 902 907 4.6 11 1

Major Arterial 1300 45 2484 907 902 4.6 11 1

Major Arterial 1300 45 2485 907 948 2.122 11 1

Collector! Local Road 1300 40 2486 948 907 2.122 11 1

Collector! Local Road 1300 40 2487 827 1228 2.25 11 1

Minor Arterial 1300 40 2488 1228 827 2.25 11 1

Minor Arterial 1300 40 2489 949 950 1.07 11 1

Minor Arterial 1300 40 2490 950 949 1.07 11 1

Minor Arterial 1300 40 2491 833 952 4.391 11 1

Minor Arterial 1300 40 2492 952 833 4.391 11 1

Minor Arterial 1300 40 2493 876 883 0.588 11 1

Collector! Local Road 1700 40 2494 883 876 0.588 11 1

Collector / Local Road 1700 40 2495 857 955 1.286 11 1

Principal Arterial 1700 45 2496 955 857 1.286 11 1

Principal Arterial 1700 45 2497 956 914 2.915 11 2

Principal Arterial 3600 50 2498 897 957 2.527 11 1

Collector / Local Road 1700 40 2499 957 897 2.527 11 1

Collector! Local Road 1700 40 2500 906 991 0.416 11 1

Collector! Local Road 1700 40 2501 991 906 0.416 11 1

Collector/ Local Road 1700 40 2502 878 885 1.509 11 1

Major Arterial 1700 45 2503 885 878 1.509 11 1

Major Arterial 1700 45 2504 901 906 3.709 11 1

Collector! Local Road 1700 40 2505 906 901 3.709 11 1

Collector! Local Road 1700 40 2506 958 1175 0.423 11 1

Major Arterial 1700 50 2507 1175 958 0.423 11 1

Major Arterial 1700 50 Page 44 of 53 Appendix C - Page 45 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 2508 959 960 0.635 11 1

Major Arterial 1700 50 2509 960 959 0.635 11 1

Major Arterial 1700 50 2510 958 987 1.764 11 1

Major Arterial 1700 50 2511 989 1172 0.937 11 2

Principal Arterial 3600 50 2512 907 912 3.926 11 1

Major Arterial 1700 45 2513 912 907 3.926 11 1

Major Arterial 1700 45 2514 856 945 0.3 11 1

Major Arterial 1300 45 2515 945 856 0.3 11 1

Major Arterial 1300 45 2516 614 826 5.003 11 1

Collector / Local Road 1300 40 2517 826 614 5.003 11 1

Collector/ Local Road 1300 40 2518 953 954 10.867 11 2

Major Arterial 3100 45 2519 954 953 0.867 11 2

Major Arterial 3100 45 2520 743 746 1.064 10 1

Collector/I Local Road 800 25 2521 746 743 1.064 10 1

Collector!/ Local Road 800 25 2522 874 964 1.401 11 1

Major Arterial 1700 45 2523 964 874 1.401 11 1

Major Arterial 1700 45 2524 964 976 1.815 11 1

Collector/ Local Road 1700 40 2525 976 964 1.815 11 1

Collector / Local Road 1700 40 2526 853 976 2.612 10 1

Collector!/ Local Road 800 25 2527 976 853 2.612 10 1

Collector / Local Road 800 25 2528 848 855 1.204 11 1

Major Arterial 1500 45 2529 855 848 1.204 11 1

Major Arterial 1500 45 2530 828 968 2.42 11 1

Major Arterial 2000 45 2531 968 828 2.42 11 1

Major Arterial 2000 45 2532 787 797 2.458 11 1

Collector!/ Local Road 1300 40 2533 797 787 2.458 11 1

Collector!/ Local Road 1300 40 2534 861 972 6.674 11 1

Minor Arterial 1300 40 2535 972 861 6.674 11 1

Minor Arterial 1300 40 2536 672 839 3.794 11 1

Major Arterial 1300 45 2537 839 672 3.794 11 1

Major Arterial 1300 45 2538 618 814 3.478 11 1

Major Arterial 1300 45 2539 814 618 3.478 11 1

Major Arterial 1300 45 2540 841 972 4.155 11 1

Major Arterial 1300 45 2541 972 841 4.155 11 1

Major Arterial 1300 45 2542 1

962 990 0.838 11 2

Principal Arterial 3600 50 2543 745 747 1.29 10 1

Collector! Local Road 800 25 2544 747 745 1.29 10 1

Collector!/ Local Road 800 25 2545 768 1213 1.539 10 1

Collector!/ Local Road 800 25 2546 1213 768 1.539 10 1

Collector!/ Local Road 800 25 2547 846 849 1.053 11 1

Minor Arterial 1300 40 2548 849 846 1.053 11 1

Minor Arterial 1300 40 2549 656 837 1.488 11 1

Collector!/ Local Road 1700 40 2550 837 656 1.488 11 1

Collector! Local Road 1700 40 2551 982 895 0.232 12 1

Minor Arterial 1700 35 2552 882 957 1.222 11 1

Minor Arterial 1700 40 2553 957 882 1.222 11 1

Minor Arterial

___1700 40 2554 853 874 1.575 11 1

Major Arterial 1700 45 2555 874 853 1.575 11 1

Major Arterial 1700 45 2556 855 874 1.195 11 1

Major Arterial 1700 45 2557 874 855 1.195 11 1

Major Arterial 1700 45 2558 878 882 0.916 11 1

Collector! Local Road 1700 40 2559 882 878 0.916 11 1

Collector!/ Local Road 1700 40 2560 878 976 0.865 11 1

Collector!/ Local Road 1700 40 2561 976 878 0.865 11 1

Collector!/ Local Road 1700 40 2562 878 1168 1.886 11 1

Major Arterial 1700 4

2563 1168 878 1.886 11 1

Major Arterial 1700 45 2564 825 971 0.544 11 1

Major Arterial 1700 45 Page 45 of 53 Appendix C - Page 46 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

~~()

Width (ft)

Lanes Rate (veh/hr) 2565 971 825 0.544 11 1

Major Arterial 1700 45 2566 784 827 3.772 11 1

Major Arterial 1300 45 2567 827 784 3.772 11 1

Major Arterial 1300 45 2568 827 946 2.756 11 1

Principal Arterial 1600 45 2569 946 827 2.756 11 1

Principal Arterial 1600 45 2570 987 989 1.344 11 2

Principal Arterial 3600 50 2571 905 906 0.777 11 1

Major Arterial 1700 45 2572 906 905 0.777 11 1

Major Arterial 1700 45 2573 990 664 0.837 11 2

Principal Arterial 3600 50 2574 835 1212 1.387 10 1

Collector/ Local Road 800 25 2575 1212 835 1.387 10 1

Collector/ Local Road 800 25 2576 900 911 3.458 11 1

Collector/ Local Road 1700 40 2577 911 900 3.458 11 1

Collector/ Local Road 1700 40 2578 769 787 4.98 11 1

Major Arterial 2000 45 2579 787 769 4.98 11 1

Major Arterial 2000 45 2580 660 832 1.633 11 1

Major Arterial 1700 45 2581 832 660 1.633 11 1

Major Arterial 1700 45 2582 777 951 6.03 11 1

Collector/I Local Road 1300 40 2583 951 777 6.03 11 1

Collector/I Local Road 1300 40 2584 835 952 0.959 11 1

Minor Arterial 1300 40 2585 952 835 0.959 11 1

Minor Arterial 1300 40 2586 747 936 2.342 11 1

Major Arterial 1800 50 2587 936 747 2.342 11 1

Major Arterial 1800 50 2588 696 712 2.671 10 1

Collector / Local Road 800 25 2589 712 696 2.671 10 1

Collector / Local Road 800 25 2590 696 702 1.099 10 1

Collector / Local Road 800 25 2591 702 696 11.099 10 1

Collector / Local Road 800 25 2592 817 830 3.26 11 1

Major Arterial 1300 45 2593 830 817 3.26 11 1

Major Arterial 1300 45 2594 746 1226 0.656 10 1

Collector/I Local Road 800 25 2595 1226 746 0.656 10 1

Collector / Local Road 800 25 2596 906 913 2.89 11 1

Major Arterial 1700 45 2597 913 906 2.89 11 1

Major Arterial 1700 45 2598 916 918 0.741 11 2

Major Arterial 3100 45 2599 918 916 0.741 11 2

Major Arterial 3100 45 2600 888 963 1.279 11 1

Major Arterial 1700 45 2601 617 908 1.291 11 1

Major Arterial 1700 45 2602 908 617 1.291 11 1

Major Arterial 1700 45 2603 662 675 2.908 11 1

Major Arterial 1300 45 2604 675 662 2.908 11 1

Major Arterial 1300 45 2605 774 783 1.638 11 1

Minor Arterial 1300 40 2606 783 774 1.638 11 1

Minor Arterial 1300 40 2607 781 786 2.661 11 1

Minor Arterial 1300 40 2608 786 781 2.661 11 1

Minor Arterial 1300 40 2609 883 948 1.985 11 1

Collector / Local Road 1300 40 2610 948 883 1.985 11 1

Collector / Local Road 1300 40 2611 781 980 4.484 11 1

Minor Arterial 1300 40 2612 980 781 4.484 11 1

Minor Arterial 1300 40 2613 963 887 1.254 11 1

Major Arterial 1700 45 2614 870 948 3.282 11 1

Minor Arterial 1300 40 2615 948 870 3.282 11 1

Minor Arterial 1300 40 2616 794 818 2.236 12 2

Freeway 4100 65 2617 1172 988 0.2 17 11 1

Principal Arterial 1700 50 2618 960 987 0.525 11 1

Principal Arterial 1700 50 2619 756 925 2.322 11 1

Collector/I Local Road 1300 40 2620 925 756 2.322 11 1

Collector / Local Road 1300 40 2621 831 965 1.81 10-1 Collector/ILocal Road 800 25 Page 46 of 53 Appendix C - Page 47 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(ml Width (ft)

Lanes Rate (veh/hr) 2622 965 831 1.81 10 1

Collector / Local Road 800 25 2623 778 792 2.819 11 1

Collector/ Local Road 1300 40 2624 792 778 2.819 11 1

Collector/ Local Road 1300 40 2625 546 1003 1.995 11 1

Principal Arterial 1600 50 2626 1003 546 1.995 11 1

Principal Arterial 1600 50 2627 426 1132 2.931 10 1

Collector / Local Road 800 25 2628 1132 426 2.931 10 1

Collector / Local Road 800 25 2629 1002 1004 1.809 10 1

Collector I Local Road 800 25 2630 1004 1002 1.809 10 1

Collector/ Local Road 800 25 2631 1004 1005 0.414 11 1

Collector/ Local Road 1300 40 2632 1005 1004 0.414 11 1

Collector/ Local Road 1300 40 2633 1021 1192 1.804 10 1

Collector / Local Road 800 25 2634 1192 1021 1.804 10 1

Collector / Local Road 800 25 2635 1009 1025 2.307 11 1

Minor Arterial 1300 40 2636 1025 1009 2.307 11 1

Minor Arterial 1300 40 2637 1011 1019 1.111 11 1

Principal Arterial 1600 45 2638 1019 1011 1.111 11 1

Principal Arterial 1600 45 2639 1015 1017 2.75 11 1

Principal Arterial 1600 45 2640 1017 1015 2.75 11 1

Principal Arterial 1600 45 2641 1005 1022 0.742 11 1

Collector / Local Road 1700 401 2642 1022 1005 0.742 11 1

Collector / Local Road 1700 40 2643 1018 1126 0.493 12 1

Principal Arterial 1600 30 2644 1126 1018 0.493 12 1

Principal Arterial 1600 30 2645 1022 1126 1.138 12 1

Principal Arterial 1700 25 2646 1126 1022 1.138 12 1

Principal Arterial 1700 25 2647 1023 1024 0.42 12 1

Principal Arterial 1700 25 2648 1024 1023 0.42 12 1

Principal Arterial 1700 25 2649 1029 1125 1.647 11 1

Principal Arterial 1600 40 2650 1125 1029 1.647 11 1

Principal Arterial 1600 40 2651 1032 1033 1.15 11 1

Major Arterial 1300 40 2652 1033 1032 1.15 11 1

Major Arterial 1300 40 2653 1037 1148 0.356 11 1

Major Arterial 1300 45 2654 1148 1037 0.356 11 1

Major Arterial 1300 45 2655 1039 1042 2.022 10 1

Collector / Local Road 800 25 2656 1042 1039 2.022 10 1

Collector/ Local Road 800 25 2657 1034 1040 2.193 11 1

Major Arterial 1300 50 2658 1040 1034 2.193 11 1

Major Arterial 1300 50 2659 1019 1052 2.403 11 1

Minor Arterial 1300 40 2660 1052 1019 2.403 11 1

Minor Arterial 1300 40 2661 633 1043 0.621 11 1

Principal Arterial 1600 50 2662 1043 633 0.621 11 1

Principal Arterial 1600 50 2663 1020 1135 3.47 10 1

Collector / Local Road 800 25 2664 1135 1020 3.47 10 1

Collector / Local Road 800 25 2665 1045 1047 2.809 11 1

Minor Arterial 1300 40 2666 1047 1045 2.809 11 1

Minor Arterial 1300 40 2667 632 1046 3.884 11 1

Minor Arterial 1300 40 2668 1046 632 3.884 11 1

Minor Arterial 1300 40 2669 632 1051 0.387 11 1

Minor Arterial 1700 40 2670 11051 632 0.387 11 1

Minor Arterial 1700 40 2671 1052 1053 0.44 11 1

Collector /Local Road 1300 40 2672 1053 1052 0.44 11 1

Collector / Local Road 1300 40 2673 630 631 0.431 11 1

Major Arterial 1700 45 2674 631 630 0.431 11 1

Major Arterial 1700 45 2675 1057 1110 1.491 11 1

Major Arterial 1300 45 2676 1110 1057 1.491 11 1

Major Arterial 1300 45 2677 1051 1060 0.6684 11 1

1 Major Arterial 17045 2678 1060 1051 0.668 11 1

1 MaorArtral10 45 Page 47 of 53 Appendix C - Page 48 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 2679 1063 1066 3.107 10 1

Collector/ Local Road 800 25 2680 1066 1063 3.107 10 1

Collector / Local Road 800 25 2681 1108 1137 0.95 11 1

Collector /Local Road 1300_

50 2682 1137 1108 0.95 11 1

Collector/ Local Road 1300 50 2683 1054 1065 5.851 11 1

Minor Arterial 1300 40 2684 1065 1054 5.851 11 1

Minor Arterial 1300 40 2685 1064 1066 3.28 10 1

Collector/ Local Road 800 25 2686 1066 1064 3.28 1

10 1

Collector/ Local Road 800 25 2687 630 1128 2.202 10 1

Collector / Local Road 800 25 2688 1128 630 2.202 10 1

Collector / Local Road 800 25 2689 627 1068 1.141 11 1

Collector/ Local Road 1300 40 2690 1068 627 1.141 11 1

Collector/I Local Road 1300 40 2691 638 1067 2.184 11 1

Major Arterial 1500 45 2692 1067 638 2.184 11 1

1 Major Arterial 1500 45 2693 638 1068 1.386 11 1

Major Arterial 1700 45 2694 1068 638 1.386 11 1

Major Arterial 1700 45 2695 627 1116 6.043 11 1

Minor Arterial 1300 40 2696 1116 627 6.043 11 1

Minor Arterial 1300 40 2697 1075 1079 1.16 1

11 1

Major Arterial 1700 45 2698 1079 1075 1.16 11 1

1 Major Arterial 1700 45 2699 1085 1087 0.773 10 1

Collector/I Local Road 800 25 2700 1087 1085 0.773 10 1

Collector / Local Road 800 25 2701 1082 1088 1.998 11 1

Major Arterial 1300 45 2702 1088 1082 1.998 11 1

Major Arterial 1300 45 2703 1087 1119 1.245 10 1

Collectorl/ Local Road 800 25 2704 1119 1087 1.245 10 1

Collector / Local Road 800 25 2705 1099 1100 0.254 11 1

Principal Arterial 1600 45 2706 1100 1099 0.254 11 1

Principal Arterial 1600 45 2707 1100 1102 0.405 11 1

Principal Arterial 1600 45 2708 1102 1100 0.405 11 1

Principal Arterial 1600 45 2709 635 1105 0.673 11 1

Principal Arterial 1700 45 2710 1105 635 0.673 11 1

Principal Arterial 1700 45 2711 1006 1121 0.736 10 1

Collector/ Local Road 800 25 2712 1121 1006 0.736 10 1

Collector /Local Road 800 25 2713 1036 1039 1.401 10 1

Collector / Local Road 800 25 2714 1039 1036 1.401 10 1

Collector / Local Road 800 25 2715 1106 1136 3.509 10 1

Collector/ Local Road 800 25 2716 1136 1106 3.509 10 1

Collector/ Local Road 800 25 2717 1055 1106 1.018 11 1

Major Arterial 1300 50 2718 1106 1055 1.018 11 1

Major Arterial 1300 50 2719 1024 1125 0.194 11 1

Principal Arterial 1700 40 2720 1125 1024 0.194 11 1

Principal Arterial 1700 40 2721 294 1004 4.411 11 1

Major Arterial 1300 50 2722 1004 294 4.411 11 1

Major Arterial 1300 50 2723 1017 1019 2.291 11 1

Principal Arterial 1600 45 2724 1019 1017 2.291 11 1

Principal Arterial 1600 45 2725 1038 1046 3.162 11 1

Major Arterial 1300 45 2726 1046 1038 3.162 11 1

Major Arterial 1300 45 2727 1051 1056 0.602 11 1

Major Arterial 1700 45 2728 1056 1051 0.602 11 1

Major Arterial 1700 45 2729 1021 1133 0.665 10 1

1 Collector / Local Road 800 25 2730 1133 1021 0.665 10 1

Collector/ Local Road 800 25 2731 1003 1134 2.004 11 1

Principal Arterial 1600 50 2732 1134 1003 2.004 11 1

Principal Arterial 1600 50 2733 633 1140 2.624 10 1

Collector I Local Road 800 25 2734 1140 633 2.624 10 1

1 Collector / Local Road 800 25 2735 295 1002 0.886 10 1

1 Collector/ Local Road 800 25 Page 48 of 53 Appendix C - Page 49 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Link #

U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felhw FFS (mph) mi)

Width (ft)

Lanes Rate____________

2736 1002 295 0.886 10 1

Collector/ Local Road 800 25 2737 1023 1148 0.367 11 1

Major Arterial 1700 45 2738 1148 1023 0.367 11 1

Major Arterial 1700 45 2739 1028 1031 0.372 11 1

Principal Arterial 1700 40 2740 1031 1028 0.372 11 1

Principal Arterial 1700 40 2741 1123 1124 0.251 11 1

Principal Arterial 1600 40 2742 1124 1123 0.251 11 1

Principal Arterial 1600 40 2743 1041 1111 0.251 11 1

Major Arterial 1700 45 2744 1111 1041 0.251 11 1

Major Arterial 1700 45 2745 1064 1083 3.806 11 1

Major Arterial 1300 45 2746 1083 1064 3.806 11 1

Major Arterial 1300 45 2747 1088 1115 2.63 10 1

Collector!/ Local Road 1300 25 2748 1115 1088 2.63 10 1

Collector /Local Road 1300 25 2749 1079 1082 0.896 11 1

Major Arterial 1700 45 2750 1082 1079 0.896 11 1

Major Arterial 1700 45 2751 1113 1114 1.014 10 1

Collector/lLocal Road 800 25 2752 1114 1113 1.014 10 1

Collector/ Local Road 800 25

.2753 1045 1059 2.449 11 1

Minor Arterial 1300 40 2754 1059 1045 2.449 11 1

Minor Arterial 1300 40 2755 1045 1107 4.475 11 1

Minor Arterial 1300 40 2756 1107 1045 4.475 11 1

Minor Arterial 1300 40 2757 288 1130 4.219 11 1

Principal Arterial 1600 50 2758 11130 288 4.219 11 1

Principal Arterial 1600 50 2759 1078 1118 4.213 10 1

Collector /Local Road 800 25 2760 1118 1078 4.213 10 1

Collector! Local Road 800 25 2761 1089 1119 2.515 11 1

Major Arterial 1300 45 2762 1119 1089 2.515 11 1

Major Arterial 1300 45 2763 1117 1118 1.339 11 1

Minor Arterial 1300 45 2764 1118 1117 1.339 11 1

Minor Arterial 1300 45 2765 1006 1033 3.752 10 1

Collector / Local Road 800 25 2766 1033 1006 3.752 10 1

Collector / Local Road 800 25 2767 1128 1193 0.907 10 1

Collector!/ Local Road 800 25 2768 1193 1128 0.907 10 1

Collector/ Local Road 800 25 2769 1071 1193 3.46 10 1

Collector/ Local Road 800 25 2770 1193 1071 3.46 10 1

Collector/ Local Road 800 25 2771 1065 1113 3.378 10 1

Collector/ Local Road 800 25 2772 1113 1065 3.378 10 1

Collector!/ Local Road 800 25 2773 1069 1070 0.953 11 1

Collector!/ Local Road 1300 40 2774 1070 1069 0.953 11 1

Collector! Local Road 1300 40 2775 1113 1116 2.923 10 1

Collector /Local Road 800 25 2776 1116 1113 2.923 10 1

Collector /Local Road 800 25 2777 1017 1053 5.915 11 1

Minor Arterial 1300 40 2778 1053 1017 5.915 11 1

Minor Arterial 1300 40 2779 1007 1135 2.9 10 1

Collector / Local Road 800 25 2780 1135 1007 2.9 10 1

Collector!/ Local Road 800 25 2781 1135 1140 1.928 10 1

Collector/ Local Road 800 25 2782 1140 1135 1.928 10 1

Collector!/ Local Road 800 25 2783 1058 1063 2.122 11 1

Minor Arterial 1300 40 2784 1063 1058 2.122 11 1

Minor Arterial 1300 40 2785 1053 1067 7.199 11 1

Minor Arterial 1300 40 2786 1067 1053 7.199 11 1

Minor Arterial 1300 40 2787 1007 1132 1.061 10 1

Collector! Local Road 800 25 2788 1132 1007 1.061 10 1

Collector! Local Road 800 25 2789 1036 1040 1.62 11 1

Minor Arterial 1300 40 2790 1040 1036 1.62 11 1

Minor Arterial 1300 40 2791 1009 1141 0.956 11 1

Minor Arterial 1300 40 2792 1141 1009 10.956 11 1

Minor Arterial 1300 40 Page 49 of 53 Appendix C - Page 50 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 2793 1077 1081

'1.059 11 1

Major Arterial 1300 45 2794 1081 1077 1.059 11 1

Major Arterial 1300 45 2795 1081 1084 0.508 11 1

Major Arterial 1700 45 2796 1084 1081 0.508 11 1

Major Arterial 1700 45 2797 1027 1107 0.399 11 1

Collector / Local Road 1300 40 2798 1107 1027 0.399 11 1

Collector / Local Road 1300 40 2799 1144 1098 1.393 12 2

Freeway 4100 65 2800 292 1017 2.264 1

11 Minor Arterial 1300 40 2801 1017 292 2.264 11 1

Minor Arterial 1300 40 2802 629 1129 0.6 10 1

Collector/ Local Road 800 25 2803 1129 629 0.6 10 1

Collector/I Local Road 800 25 2804 1009 1191 1.313 10 1

Collector /Local Road 800 25 2805 1191 1009 1.313 10 1

Collector/ Local Road 800 25 2806 1037 1038 0.179 11 1

MajorArterial 1700 45 2807 1038 1037 0.179 11 1

Major Arterial 1700 45 2808 1065 1069 1.24 11 1

Minor Arterial 1300 40 2809 1069 1065 1.24 11 1

Minor Arterial 1300 40 2810 634 1030 1.968 10 1

Collector /Local Road 800 25 2811 1030 634 1.968 10 1

Collector / Local Road 800 25 2812 1067 1146 5.023 11 1

Major Arterial 1500 45 2813 1146 1067 5.023 11 1

Major Arterial 1500 45 2814 1010 1130 4.877 11 1

Principal Arterial 1600 50 2815 1130 1010 4.877 11 1

Principal Arterial 1600 50 2816 610 683 2.054 1

11 1-Major Arterial 2000 45 2817 683 610 2.054 11 1

Major Arterial 2000 45 2818 874 894 2.396 11 1

Major Arterial 1700 45 2819 894 874 2.396 11 1

Major Arterial 1700 45 2820 1059 1068 4.143 11 1

Major Arterial 1300 45 2821 1068 1059 4.143 11 1

Major Arterial 1300 45 2822 967 983 2.885 1

11 1

Minor Arterial 1800 40 2823 983 967 2.885 11 1

Minor Arterial 1800 40 2824 660 955 1.971 11 1

Principal Arterial 1700 45 2825 955 660 1.971 11 1

Principal Arterial 1700 45 2826 667 954 0.866 11 1

Major Arterial 1300 45 2827 954 667 0.866 11 1

Major Arterial 1300 45 2828 1151 640 4.859 12 2

Freeway 4100 65 2829 1073 1150 5.257 12 2

Freeway 4100 65 2830 628 794 6.039 12 2

Freeway 4100 65 2831 804 1144 4.79 12 2

Freeway 4100 65 2832 818 879 7.217 12 2

Freeway 4100 65 2833 881 816 7.237 12 2

Freeway 4100 65 2834 1004 1013 3.349 11 1

Major Arterial 1300 50 2835 1013 1004 3.349 11 1

Major Arterial 1300 50 2836 1042 1106 2.643 11 I

Major Arterial 1300 50 2837 1106 1042 2.643 11 1

Major Arterial 1300 50 2838 1013 1122 1.057 11 1

Major Arterial 1300 50 2839 1122 1013 1.057 11 1

Major Arterial 1300 50 2840 1055 1152 0.476 11 1

Collector/I Local Road 1300 45 2841 1152 1055 0.476 11 1

Collector/ Local Road 1300 45 2842 1153 1155 1.106 11 1

Major Arterial 1300 50 2843 1155 1153 1.106 11 1

Major Arterial 1300 50 2844 747 1156 1.664 11 1

Major Arterial 1800 50 2845 1156 747 1.664 11 1

Major Arterial 1800 50 2846 767 1156 0.853 11 1

Major Arterial 1300 50 2847 1156 767 0.853 11 1

Major Arterial 1300 50 2848 769 1156 1.523 11

-1 Major Arterial 1800 45 2849 1156 769 1.523 11 1

Major Arterial 1800 45 Page 50 of 53 Appendix C - Page 51 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network 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 2850 1165 1171 0.38 11 2

Principal Arterial 3600 50 2851 988 961 2.175 11 1

Major Arterial 1700 50 2852 1000 1173 0.237 11 1

Major Arterial 1700 50 2853 1173 1000 0.237 11 1

Major Arterial 1700 50 2854 642 1095 7.44 12 2

Freeway 4100 65 2855 1098 1076 7.978 12 2

Freeway 4100 65 2856 658 1167 0.582 11 1

Major Arterial 1700 45 2857 1167 658 0.582 11 1

Major Arterial 1700 45 2858 614 822 2.296 11 1

Principal Arterial 1600 45 2859 822 614 2.296 11 1

Principal Arterial 1600 45 2860 880 961 1.625 11 2

Principal Arterial 3600 50 2861 961 880 1.625 11 2

Principal Arterial 3600 50 2862 670 1164 0.674 11 2

Principal Arterial 3600 50 2863 1166 671 0.877 11 2

Principal Arterial 3600 50 2864 154 310 3.327 11 2

Principal Arterial 3200 45 2865 310 154 3.327 11 2

Principal Arterial 3200 45 2866 234 531 6.166 11 1

Major Arterial 1300 45 2867 531 234 6.166 11 1

Major Arterial 1300 45 2868 277 293 3.281 12 2

Freeway 4100 50 2869 262 548 3.022 11 1

Principal Arterial 1600 40 2870 548 262 3.022 11 1

Principal Arterial 1600 40 2871 293 280 4.535 12 2

Freeway 4100 50 2872 309 546 2.915 11 1

Minor Arterial 1300 40 2873 546 309 2.915 11 1

Minor Arterial 1300 40 2874 135 326 2.758 1

11 2

Principal Arterial 3200 45 2875 137 136 2.096 11 2

Principal Arterial 3200 45 2876 333 553 0.405 11 1

Major Arterial 1700 45 2877 553 333 0.405 11 1

Major Arterial 1700 45 2878 341 346 0.95 11 1

Major Arterial 1700 45 2879 346 341 0.95 11 1

Major Arterial 1700 45 2880 347 567 4.82 11 2

Principal Arterial 3600 50 2881 367 571 0.368 10 1

Collector/ Local Road 1700 35 2882 571 367 0.368 10 1

Collector/ Local Road 1700 35 2883 152 388 1.351 11 2

Major Arterial 3100 45 2884 388 152 1.351 11 2

Major Arterial 3100 45 2885 312 529 3.278 11 1

Principal Arterial 1600 45 2886 529 312 3.278 11 1

Principal Arterial 1600 45 2887 435 442 5,525 10 1

Collector/ Local Road 800 25 2888 442 435 5.525 10 1

Collector/ Local Road 800 25 2889 436 586 1.253 11 1

Major Arterial 2000 45 2890 586 436 1.253 11 1

Major Arterial 2000 45 2891 438 439 0.672 11 1

Major Arterial 2000 40 2892 439 438 0.672 11 1

Major Arterial 2000 40 2893 468 469 5.126 10 1

Collector / Local Road 1500 25 2894 469 468 5.126 10 1

Collector /Local Road 1500 25 2895 467 469 4.556 11 1

Major Arterial 1700 50 2896 469 467 4.556 11 1

~

Major Arterial 1700 50 2897 498 503 0.942 11 1

~

Principal Arterial 2000 45 2898 503 498 0.942 11 1

Principal Arterial 2000 45 2899 421 546 1.835 11 i

Principal Arterial 1600 50 2900 546 421 1.835 11 1

Principal Arterial 1600 50 2901 317 549 1.687 11 1

Principal Arterial 1600 55 2902 1

549 317 1.687 11 1

Principal Arterial 1600 55 2903 568 347 4.487 11 2

Principal Arterial 3600 50 2904 522 570 5.249 11 1

Collector / Local Road 1300 40 2905 570 522 5.249 11 1

Collector / Local Road 1300 40 2906 323 560 1.446 12 1

Major Arterial 1800 30 Page 51 of 53 Appendix C - Page 52 of 68

Appendix C Peach Bottom NGS Appedix Pech BttomNGSRoadway Network Data Table Lik#

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

Width (ft)

Lanes Roda ye Rate (veh/hr)FF(mh 2907 560 323 1.446 12 1

Major Arterial 1800 30 2908 138 564 2.707 11 1

Minor Arterial 1800 40 2909 564 138 2.707 11 1

Minor Arterial 1800 40 2910 382 427 1.617 11 1

Major Arterial 1300 40 2911 427 382 1.617 11 1

Major Arterial 1300 40 2912 487 585 1.843 11 1

Major Arterial 1800 45 2913 585 487 1.843 11 1

Major Arterial 1800 45 2914 487 488 1.004 11 1

Major Arterial 1800 45 2915 488 487 1.004 11 1

Major Arterial 1800 45 2916 436 495 4.119 11 1

Major Arterial 2000 45 2917 495 436 4.119 11 1

Major Arterial 2000 45 2918 851 1165 1.146 11 1

Major Arterial 1700 50 2919 1165 851 1.146 11 1

Major Arterial 1700 50 2920 853 1162 2.511 11 1

Major Arterial 1700 45 2921 1162 853 2.511 11 1

Major Arterial 1700 45 2922 688 693 3.292 11 1

Major Arterial 1300 50 2923 693 688 3.292 11 1

Major Arterial 1300 50 2924 706 715 4.693 11 1

Major Arterial 2000 45 2925 715 706 4.693 11 1

Major Arterial 2000 45 2926 653 1211 1.281 11 1

Major Arterial 1800 45 2927 1211 653 1.281 11 1

Major Arterial 1800 45 2928 768 780 4.261 11 1

Major Arterial 1300 50 2929 780 768 4.261 11 1

Major Arterial 1300 50 2930 805 838 5.783 11 1

Major Arterial 1300 45 2931 838 805 5.783 11 1

Major Arterial 1300 45 2932 839 848 3.722 11 1

Major Arterial 2000 45 2933 848 839 3.722 11 1

Major Arterial 2000 45 2934 787 968 1.982 11 1

Major Arterial 2000 45 2935 968 787 1.982 11 1

Major Arterial 2000 45 2936 748 807 6.252 11 1

Major Arterial 1300 45 2937 807 748 6.252 11 1

Major Arterial 1300 45 2938 1153 1154 0.794 11 1

Major Arterial 1300 50 2939 1154 1153 0.794 11 1

Major Arterial 1300 50 2940 1010 1018 1.072 11 1

Principal Arterial 1600 40 2941 1018 1010 1.072 11 1

Principal Arterial 1600 40 2942 1043 1106 1.126 12 1

Principal Arterial 1600 35 2943 1106 1043 1.126 12 1

Principal Arterial 1600 35 2944 1060 1070 2.795 11 1

Major Arterial 1300 45 2945 1070 1060 2.795 11 1

Major Arterial 1300 45 2946 1079 1086 2.845 11 1

Major Arterial 1300 45 2947 1086 1079 2.845 11 1

Major Arterial 1300 45 2948 1080 1149 1.229 11 1

Major Arterial 1300 45 2949 1149 1080 1.229 11 1

Major Arterial 1300 45 2950 1071 1078 1.883 11 1

Minor Arterial 1300 40 2951 1078 1071 1.883 11 1

Minor Arterial 1300 40 2952 1033 1035 1.339 11 1

Major Arterial 1300 40 2953 1035 1033 1.339 11 1

Major Arterial 1300 40 2954 337 540 2.333 11 1

Major Arterial 2000 55 2955 540 337 2.333 11 1

Majo r Arterial 2000 55 2956 493 586 5.078 11 1

Major Arterial 1800 45 2957 586 493 5.078 11 1

Major Arterial 1800 45 2958 165 430 3.931 11 1

Major Arterial 1300 45 2959 430 165 3.931 11 1

Major Arterial 1300 45 2960 440 1

446 5.14 11 1

Principal Arterial 1800 55 2961 446 440 5.14 11 1

Principal Arterial 1

1800 55 2962 457 464 12.82 1

11 1

Principal Arterial 1700 55 293 464 457 12.82 1

11 1

Principal Arterial 1700 55 Page 52 of 53 Appendix C - Page 53 of 68

Appendix C Peach Bottom 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) 2964 460 467 2.13 11 1

Principal Arterial 1700 50 2965 467 460 2.13 11 1

Principal Arterial 1700 50 2966 160 500 1.406 11 1

Major Arterial 2000 45 2967 500 160 1.406 11 1

Major Arterial 2000 45 2968 477 478 1.622 11 1

Collector / Local Road 1800 40 2969 478 477 1.622 11 1

Collector / Local Road 1800 40 2970 488 490 4.246 11 1

Major Arterial 1800 45 2971 490 488 4.246 11 1

Major Arterial 1800 45 2972 378 540 1.149 11 1

Major Arterial 2000 55 2973 540 378 1.149 11 1

Major Arterial 2000 55 2974 382 562 1.233 11 1

Major Arterial 1800 40 2975 562 382 1.233 11 1

Major Arterial 1800 40 2976 472 474 0.555 11 1

Major Arterial 1800 45 2977 474 472 0.555 11 1

Major Arterial 1800 45 2978 576 577 0.201 11 1

Major Arterial 1800 45 2979 577 576 0.201 11 1

Major Arterial 1800 45 2980 470 578 1.469 11 1

Major Arterial 1800 45 2981 578 470 1.469 11 1

Major Arterial 1800 45 2982 509 527 3.002 11 1

Major Arterial 2000 45 2983 527 509 3.002 11 1

Major Arterial 2000 45 2984 338 559 3.897 11 1

Major Arterial 2000 55 2985 559 338 3.897 11 1

Major Arterial 2000 55 2986 152 337 1.38 11 1

Major Arterial 2000 50 2987 337 152 1.38 11 1

Major Arterial 2000 50 2988 478 483 1.257 10 1

Collector / Local Road 1800 25 2989 483 478 1.257 10 1

Collector/ Local Road 1800 25 2990 482 1217 2.149 10 1

Collector/ Local Road 800 25 2991 1217 482 2.149 10 1

Collector / Local Road 800 25 2992 744 1156 1.187 11 1

Major Arterial 1800 40 2993 1156 744 1.187 11 1

Major Arterial 1800 40 2994 469 473 3.919 11 1

Major Arterial 1300 45 2995 473 469 3.919 11 1

Major Arterial 1300 45 Page 53 of 53 Appendix C - Page 54 of 68

Appendix C Peach Bottom NGS Node Data Table Note: Coordinates in NAD83 State Plane Pennsylvania South Node #

X-Coord Y-Coord Control Type 134 2408933.6 240529.99 Signalized - Flashing 137 2382405.7 235577.82 Two-way yield 138 2351086.2 222458.95 Two-way stop 139 2440175.5 220070.99 Two-way yield 140 2262019.9 212734.74 Two-way yield 142 2262363.6 211954.93 Diverge - Uncontrolled 143 2262232.3 212030.59 Two-way yield 144 2261853.1 211857.38 Two-way yield 145 2261979.8 211889.29 Signalized - Flashing 146 2262024.4 210816.27 Two-way yield 147 2261939.2 212740.31 Diverge - Uncontrolled 148 2261936 211954.93 Diverge - Uncontrolled 149 2261974.3 211715.16 Two-way yield 150 2262100.1 210827.4 Diverge - Uncontrolled 151 2262312.6 211824.56 Diverge - Uncontrolled 152 2411359.6 208435.9 Signalized - Actuated 155 2273055.5 161335.14 Two-way stop 156 2272938.7 161432 Two-way yield 157 2272905.9 161335.14 Signalized - Flashing 158 2272660.9 161322.32 Signalized - Flashing 159 2272603.9 161432 Diverge - Uncontrolled 161 2272955.8 161236.85 Diverge - Uncontrolled 162 2272641 161206.94 Two-way yield 163 2273077.8 160431.9 Diverge - Uncontrolled 164 2273063.9 160125.85 Two-way yield 166 2402046.3 161031.08 Two-way stop 167 2397181.7 167405.84 Two-way stop 168 2402766 182585.08 Two-way stop 169 2262401 211961.31 Two-way yield 170 2262263.6 211937.24 Signalized - Flashing 171 2422741.6 156200.7 Two-way stop 172 2384083.8 203519.95 All-way stop 173 2391612.1 242887.37 Signalized - Flashing 174 2417930.9 186231.02 Two-way stop 177 2272486.6 162285.53 Diverge - Uncontrolled 178 2272597.9 162181.2 Two-way yield 180 2469360.8 178098.15 Two-way stop 182 2453343.2 157196.2 Two-way yield 185 2467751 236442.53 Two-way stop 187 2462746.6 233923.41 Two-way stop 191 2466572.1 229469.62 All-way stop 192 2466893.1 228601.64 Two-way stop Page 1 of 14 Appendix C - Page 55 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 193 2467871.2 228757.45 Signalized - Flashing 197 2473648.8 221757.13 Signalized - Flashing 198 2472427.9 220681.23 Two-way stop 200 2483667.2 218081.99 Two-way stop 201 2477047.7 215898.03 Two-way stop 202 2477618.3 215059.72 Two-way stop 204 2479473.4 212263.2 Two-way stop 205 2481966.9 209102.79 Signalized - Flashing 206 2481250 208494.14 Two-way stop 207 2481574.6 208791.7 Signalized - Flashing 211 2463472.6 197092.05 Two-way stop 212 2463574.6 197207.29 Two-way stop 213 2478048.1 192767.59 Two-way stop 214 2476668.4 190356.86 Two-way stop 218 2485026.4 183241.86 Two-way yield 219 2484454.7 183153.22 Diverge - Uncontrolled 220 2483710.1 183117.76 Two-way stop 221 2482943.4 182608.08 Two-way yield 222 2484206.5 182554.9 Two-way stop 223 2484184.4 182953.78 Diverge - Uncontrolled 224 2485057.5 181619.74 Signalized - Flashing 225 2481277.6 179589.58 Two-way stop 228 2470637.3 178204.52 Two-way yield 229 2469617.9 177756.89 Diverge - Uncontrolled 230 2469174.7 177619.5 Diverge - Uncontrolled 231 2468492.2 177220.61 Two-way yield 234 2456177.3 175187.66 Two-way stop 237 2448833.4 171330.79 Two-way stop 238 2461156.1 170626.54 Two-way stop 239 2461865.2 171295.95 Diverge - Uncontrolled 240 2461110.7 170632.21 Two-way yield 241 2461663.2 170549.37 Two-way yield 242 2461615.6 170552.79 Two-way stop 243 2466098.2 169874.11 Two-way stop 244 2466227.6 169674.42 Two-way stop 245 2466320.6 169536 Two-way stop 246 2466209.4 169567.77 Signalized - Flashing 248 2460776 169727.37 Two-way yield 249 2460812.9 169636.6 Diverge - Uncontrolled 250 2466164.6 169358.23 Two-way yield 251 2467191.7 169253.08 Two-way stop 252 2471079.6 168662.4 Two-way stop 256 2452169.6 164691.99 Two-way stop 258 2463847.7 163562.98 Two-way stop Page 2 of 14 Appendix C - Page 56 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 262 2446360.5 162488.34 Two-way stop 264 2454258.7 161507.8 Two-way stop 265 2460921.9 160922.82 Two-way stop 266 2462722.4 160741.04 Two-way stop 267 2449041.2 159908.9 Two-way yield 271 2454056.5 158359.6 Diverge - Uncontrolled 273 2456383.3 157978.73 Two-way stop 274 2439005.3 158365.3 Two-way stop 276 2453218.6 157279.3 Two-way stop 277 2453786.4 157230.82 Two-way yield 280 2453724.1 155416.47 Diverge - Uncontrolled 282 2443467.9 155291.65 Two-way stop 283 2453192.6 153979.68 Two-way stop 285 2438144.7 151998.62 Two-way stop 287 2465574.6 150717.77 Two-way stop 288 2465592.3 150629.13 Two-way yield 290 2477977.2 148263.95 All-way stop 291 2479512.7 148058.4 Two-way stop 292 2478448.1 146784.77 Two-way stop 293 2452313.8 146469.65 Diverge - Uncontrolled 296 2484817.4 201947.46 Two-way stop 298 2441760.9 154638.37 Two-way stop 307 2462194.3 171593.78 Two-way yield 309 2420040.7 153012.08 Two-way stop 311 2383981.1 194954.53 Two-way stop 312 2426695.9 166250.77 Two-way stop 313 2410052 164419.03 Two-way yield 314 2399080.1 166125.14 Two-way stop 319 2397817.8 192305.04 Two-way stop 333 2414458.7 204641.99 Two-way yield 334 2413774.9 207714.1 Signalized - Actuated 338 2389654.4 237381.42 Two-way yield 339 2399937.6 202093.91 Two-way yield 340 2401534.5 203779.55 Two-way yield 341 2414811.7 209933 Two-way yield 347 2390476.3 216290.53 Diverge - Uncontrolled 353 2428837.5 157643.38 Two-way stop 354 2431897.7 158505.63 Two-way stop 355 2446729.1 215965.87 Two-way stop 357 2453870.5 242285.94 Two-way stop 358 2460005.9 230952.19 Two-way stop 360 2350959.4 223579.03 Two-way stop 364 2369767 239232.28 Signalized - Flashing 372 2382501.8 233820.08 Two-way stop Page 3 of 14 Appendix C - Page 57 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 373 2459754.1 234329.18 Signalized - Flashing 376 2461291.2 228964.91 Two-way stop 382 2371003 213033.25 Two-way yield 383 2382865.7 211469.18 Two-way yield 384 2383508.2 211722.79 Two-way yield 386 2413610.6 209389.33 Two-way yield 389 2377900.6 205084.32 Two-way stop 390 2429318.6 205538.95 Two-way stop 392 2380666.1 198934.14 Two-way stop 393 2382812.5 201575.83 Two-way stop 397 2431076.9 197916.95 Two-way stop 399 2384322.3 192881.82 Two-way stop 402 2417270.9 187475.36 Two-way stop 403 2384774.3 180788.84 Two-way stop 404 2387060.1 180978.2 Two-way stop 405 2408466.2 174215.1 Two-way yield 406 2415928.1 174277.7 Two-way stop 408 2413758.1 172703.34 Two-way stop 409 2397998 171569.95 Two-way stop 410 2402171.1 170421.08 Two-way stop 411 2435046.6 167897.7 Two-way stop 415 2413750 164013.92 Two-way stop 416 2417676 162114.3 All-way stop 417 2409775 161929.49 Two-way stop 418 2434856.4 161261.44 Two-way stop 420 2414569.5 155574.74 Two-way stop 421 2414423.2 155521.55 Two-way stop 422 2402681.1 153044.94 Two-way stop 423 2406729.1 150311.03 Two-way stop 424 2405889.9 151282.95 Two-way stop 425 2406224.8 148662.7 Two-way stop 426 2404415.6 145064.39 Two-way stop 427 2367590.3 211681.49 Two-way yield 428 2373564.1 187339.55 Two-way yield 430 2292380.8 172645.65 Two-way stop 431 2287384.4 199317.94 Two-way stop 433 2319338 199171.61 Two-way stop 434 2299915.8 192606.49 Two-way stop 441 2328081.8 178313.9 Two-way stop 442 2327962.3 178688.85 Two-way stop 443 2324877.9 154759.3 Two-way stop 445 2322705.5 152354.74 Two-way stop 446 2339040.7 191291.68 Two-way stop 448 2341103.3 189262.86 Two-way yield Page 4 of 14 Appendix C - Page 58 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 450 2329265.9 161479.44 Two-way stop 451 2335527.7 165300.2 Two-way stop 455 2350825.1 176471.31 Two-way stop 456 2349868.4 178910.3 Two-way stop 457 2351209.1 179719.15 Two-way stop 459 2341360.2 180907.43 Two-way stop 460 2354832.9 176289.53 Two-way stop 461 2344762.1 175266.05 Two-way stop 462 2345703.1 184659.48 Two-way stop 464 2346586.1 184391.13 Two-way stop 469 2366365.4 163666.55 Two-way stop 470 2359568.2 153712.6 Two-way stop 479 2364431.7 147829.51 Two-way stop 480 2362458 147933.38 Two-way stop 482 2363981.5 146254.06 Two-way stop 485 2344996.8 147601.71 Two-way stop 486 2342061.6 149790.69 Two-way stop 493 2314002.2 151349.05 Two-way stop 494 2320599.7 149736.32 Two-way stop 496 2338293.7 212411.19 Two-way stop 498 2297327.9 208968.81 Two-way stop 501 2292220.5 204698.05 Signalized - Flashing 504 2291507.2 204392.39 Two-way stop 505 2289458.8 208833.92 Signalized - Flashing 510 2284932.6 207194.7 Signalized - Flashing 513 2281912 208140.18 Signalized - Flashing 515 2356329.3 152650.24 Two-way stop 517 2350148.4 192982.36 Two-way stop 526 2424293.3 160171.71 Two-way stop 529 2417473.1 165482.13 Two-way stop 530 2424024.6 179474.06 Two-way stop 531 2442087.7 190652.74 Two-way stop 532 2372128.9 189888.54 Two-way stop 537 2427458.9 206870.37 Two-way yield 538 2375204.8 210328.5 Signalized - Actuated 539 2359808.6 218386.62 Two-way stop 540 2404405.9 219703.75 Two-way stop 544 2437920.7 224727.98 Two-way stop 545 2424764.3 176145.53 Two-way stop 546 2417579.1 149049.13 Two-way stop 547 2423248.8 156855.84 Two-way stop 548 2441367.6 162716.87 Two-way stop 549 2410050.3 166873.21 Two-way stop 551 2415308.4 191627.25 Two-way stop Page 5 of 14 Appendix C - Page 59 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 554 2413507.1 169258.14 Two-way stop 555 2392612 167232.52 Two-way stop 556 2385867.2 188038.02 Two-way stop 557 2367982.6 193793.34 Two-way yield 566 2367241.3 211687.03 Two-way yield 567 2383395.8 233432.04 Two-way stop 569 2289556.2 205696.24 Two-way stop 581 2337750 153521.9 Two-way stop 582 2329807.2 163400.43 Two-way stop 589 2392731.5 206572.66 Signalized - Actuated 605 2310167.3 148426.27 Two-way stop 611 2379007.4 130548.69 Two-way stop 612 2351568.9 129150.55 Two-way stop 613 2353295.1 124078.22 Two-way stop 614 2317421 98069.505 Two-way stop 617 2365054.8 75375.014 Diverge - Uncontrolled 623 2350080.3 63136.289 Signalized - Flashing 624 2403862.5 117619.93 Two-way stop 625 2474467.1 112841.8 Two-way yield 626 2474134.7 113240.68 Signalized - Flashing 628 2443126.5 99406.546 Two-way yield 629 2427284 121774.94 Two-way stop 630 2433285.4 127821.3 Two-way stop 633 2413768.4 133255.23 Two-way stop 634 2412055.4 137169.6 Two-way stop 636 2473176.3 115595.19 Two-way yield 638 2473040.7 117111.71 Signalized - Flashing 639 2474976.8 115052.27 Diverge - Uncontrolled 640 2475658.2 115495.47 Diverge - Uncontrolled 641 2474112.5 114415.17 Two-way yield 642 2472012.8 112886.12 Two-way yield 643 2472372.9 113201.9 Two-way yield 644 2473508.7 114204.65 Two-way yield 645 2473453.3 114359.77 Diverge - Uncontrolled 646 2473237.2 115091.05 Diverge - Uncontrolled 647 2473336.9 113872.24 Diverge - Uncontrolled 648 2343501.9 135560.14 Two-way yield 650 2345935 126261.27 Two-way yield 651 2345956.3 126333.92 Two-way yield 652 2345897.9 126352.43 Two-way yield 653 2345865.2 126285.48 Two-way yield 654 2339729.3 123782.78 Two-way stop 655 2339944.9 127137.77 Two-way stop 658 2361985.9 89591.388 Signalized - Flashing Page 6 of 14 Appendix C - Page 60 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 660 2352933.2 91414.264 Signalized - Flashing 661 2396384.7 129872.07 Two-way stop 662 2393130.1 135176.58 Two-way stop 665 2365229.6 91390.508 Signalized - Flashing 666 2365150.2 91444.401 Signalized - Flashing 667 2367036.6 93251.866 Two-way stop 668 2369097.1 96000.702 Two-way stop 669 2366655.9 92661.761 Diverge - Uncontrolled 670 2363026 89292.465 Signalized - Flashing 671 2363072.5 89255.287 Signalized - Flashing 672 2388690 77084.412 Two-way stop 673 2383200.9 143177.42 Two-way stop 674 2386220.2 140622.09 Two-way stop 675 2386878.1 140268.91 Two-way stop 676 2365736.7 143128.98 Two-way stop 677 2370242.8 141476.83 Two-way stop 680 2362519.2 140926.85 Signalized -Actuated 681 2363590.5 140039.58 Two-way stop 682 2381421.1 137055.7 Two-way stop 684 2337871 142577.23 Two-way stop 686 2357437.8 137144.15 Two-way stop 687 2350860.8 138130.59 Two-way stop 688 2375815.4 133483.71 Two-way stop 689 2376315.8 134552.22 Two-way stop 690 2341631.4 137611.39 Two-way stop 691 2341344.9 138672.71 Two-way stop 693 2370965 135593.26 Two-way stop 695 2400602.5 128261.14 Two-way stop 696 2402498.6 127173.91 Two-way stop 698 2367946.5 131218.56 Two-way stop 700 2355655.3 132694.6 Two-way stop 701 2355882.4 132323.42 Two-way stop 702 2401643.9 125647.95 Two-way stop 703 2401673.4 125552.64 Two-way stop 704 2346253 133719.45 Two-way stop 705 2345106.8 133719.45 Two-way stop 710 2355721.8 130600.47 Two-way stop 711 2355300.7 130855.31 Two-way stop 712 2402367 123365.15 Two-way stop 713 2354946.2 129858.11 Two-way stop 716 2353716.3 129786.09 Two-way stop 717 2398702.6 121577.63 Two-way stop 718 2396758.3 125339.4 Two-way stop 722 2398195.4 120161.69 Two-way stop Page 7 of 14 Appendix C - Page 61 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 723 2397434.6 120161.69 Two-way stop 724 2400055.1 119823.55 Two-way stop 725 2369557 124010.39 Two-way stop 726 2370286.9 125048.71 Two-way stop 727 2389644.7 120784.58 Two-way stop 728 2358086.4 125294.42 Two-way stop 729 2360669.8 126903.94 Two-way stop 730 2404026.5 118537.36 Signalized - Actuated 731 2403109.1 118386.67 Two-way stop 733 2381504.3 125106.04 Two-way stop 735 2334870.5 127419.68 Two-way stop 736 2386740.5 119474.99 Two-way stop 737 2386169.7 119215.04 Signalized - Actuated 738 2353306.2 124006.2 Two-way stop 739 2353322.8 123302.61 Two-way stop 740 2379398.8 119377.52 Two-way stop 743 2404184 115286.14 Two-way stop 744 2385906.8 117034.54 Two-way stop 745 2386931.7 116696.59 Two-way stop 746 2405493.3 114182.47 Two-way stop 747 2389083.9 116066.4 Two-way stop 748 2403707.9 113673.91 Two-way stop 749 2335853 123388.93 Two-way stop 750 2392583.6 114451.8 Two-way stop 751 2346475.2 121063.36 Two-way stop 752 2346371.7 123432.76 Two-way stop 753 2363068 118513.1 Two-way stop 754 2363896.4 118614.54 Two-way stop 756 2353400.3 120859.46 Two-way stop 761 2323245.2 122203.71 Two-way stop 762 2327153.7 119693.8 Two-way stop 765 2312956.1 120431.22 Two-way stop 766 2383715.9 110212.42 Two-way stop 767 2384239.8 112128.09 Two-way stop 768 2380381.2 110437.3 Two-way stop 771 2328977.8 116916.12 Two-way stop 774 2345526.1 111904.62 Two-way stop 776 2349259.2 110896.86 Two-way stop 777 2368329.5 107255.65 Two-way stop 778 2348763.4 109687.8 Two-way stop 781 2319076.8 113366.03 Two-way stop 782 2330489.5 110005.62 Two-way stop 784 2327736.7 109624.2 Two-way stop 786 2315123.4 112901.71 Two-way stop Page 8 of 14 Appendix C - Page 62 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 788 2372061.9 99766.185 Two-way stop 790 2380452.9 97845.095 Two-way stop 792 2345414.1 102782.14 Two-way stop 793 2422445.1 91657.899 Diverge - Uncontrolled 794 2424550.3 92282.814 Diverge - Uncontrolled 795 2421514.4 91671.195 Two-way yield 796 2421647.3 91622.443 Diverge - Uncontrolled 798 2422157 91365.386 Two-way stop 799 2422365.3 91232.426 Two-way yield 800 2345546.8 102185.15 Two-way stop 802 2316342.2 106627.47 Two-way stop 803 2423952.9 90695.109 Two-way yield 804 2424342 92039.053 Diverge - Uncontrolled 805 2408326.3 92854.348 Two-way stop 806 2422223.5 90780.36 Two-way yield 807 2409137.8 92583.839 All-way stop 808 2423881.1 90390.342 Two-way yield 809 2423562 90567.623 Two-way stop 811 2424191.3 90199.766 Two-way yield 813 2424452.8 90049.077 Diverge - Uncontrolled 814 2414094.5 91140.404 Two-way stop 815 2350890.6 100157.3 Two-way stop 816 2422254.5 89583.715 Diverge - Uncontrolled 817 2412383.9 91062.227 Two-way stop 818 2422174.8 89636.9 Diverge - Uncontrolled 819 2337089.3 101539.02 Two-way stop 820 2337185.3 101594.24 Two-way stop 821 2337185.3 101430.09 Two-way stop 823 2351386.5 99233.525 Two-way stop 827 2326922.2 101394.08 Signalized - Flashing 828 2389930.6 90778.774 Two-way stop 829 2337934.5 98087.233 Two-way stop 830 2406727.2 87935.365 Two-way stop 832 2352508.7 94598.227 Signalized - Flashing 833 2340451.1 95882.89 Two-way stop 834 2339241.2 97071.57 Two-way stop 835 2349156 93624.139 Two-way stop 837 2362024.7 90799.112 Signalized - Flashing 838 2391162.2 85878.959 Two-way stop 839 2390899 85851.259 Signalized - Flashing 841 2397473.6 84074.662 Two-way stop 843 2348754.4 91158.83 Two-way stop 844 2394714.1 84179.146 Two-way yield 848 2381187.6 84196.624 Signalized - Flashing Page 9 of 14 Appendix C - Page 63 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 849 2330651.5 91002.081 Two-way stop 851 2359720.1 85641.1 Two-way yield 853 2369485.9 84015.921 Signalized - Flashing 854 2396078.6 79697.18 Two-way stop 857 2357620.5 84754.697 Diverge - Uncontrolled 858 2357864.2 84477.696 Two-way yield 859 2358335.1 84211.775 Diverge - Uncontrolled 860 2358972.2 84793.477 Diverge - Uncontrolled 861 2402277.2 78070.642 Two-way stop 862 2358445.9 83962.474 Diverge - Uncontrolled 863 2358041.5 84261.635 Two-way yield 864 2357731.3 84355.815 Two-way yield 865 2358185.6 84073.274 Two-way stop 866 2358451.5 83751.953 Two-way yield 868 2358761.7 83380.771 Two-way yield 869 2358939 83491.572 Two-way yield 870 2332045.7 87208.947 Two-way stop 871 2358966.7 83148.09 Diverge - Uncontrolled 872 2359060.9 83026.21 Two-way yield 873 2349695.6 84376.371 Two-way stop 874 2373692.3 81094.425 Signalized - Flashing 877 2357930.7 82455.588 Diverge - Uncontrolled 878 2363372.4 81354.79 Signalized - Flashing 880 2357853.1 81995.766 Diverge - Uncontrolled 882 2360177.5 80304.867 Signalized - Flashing 885 2362034 78103.659 Signalized - Flashing 886 2362303.3 77988.878 Diverge - Uncontrolled 887 2365508.9 77489.617 Two-way yield 888 2365586.8 77322.686 Diverge - Uncontrolled 890 2364074.1 76526.145 Signalized - Flashing 891 2364296.7 76272.27 Signalized - Flashing 892 2363823.7 76279.226 Signalized - Flashing 893 2364049.8 76001.007 Signalized - Flashing 894 2381354.4 73087.035 Signalized - Flashing 895 2363743.7 75587.156 All-way stop 896 2351374.2 77298.745 Two-way stop 897 2351435.1 77511.757 Two-way stop 900 2351148.1 77020.526 Two-way stop 901 2351478.5 76850.987 Two-way stop 902 2328563.9 79314.141 Signalized - Flashing 905 2362228.5 73454.048 Signalized - Flashing 906 2361475.8 72453.981 Signalized - Flashing 907 2336225.4 75182.793 Signalized - Flashing 912 2345219.3 70785.494 Signalized - Flashing Page 10 of 14 Appendix C - Page 64 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 913 2354878 66745.789 Diverge - Uncontrolled 914 2354679.7 66801.432 Two-way yield 915 2354672.8 66582.335 Signalized - Flashing 919 2328333.7 111514.68 Two-way stop 921 2333741.8 139542.52 Two-way stop 922 2334878.8 122476.86 Two-way stop 923 2336392.4 104162.34 Two-way stop 925 2354110.5 115562.8 Two-way stop 927 2354417.2 124930.43 Two-way stop 928 2351257.2 133435.41 Two-way stop 929 2365598.9 135985.43 Two-way stop 931 2366715.9 119300.68 Two-way yield 933 2381164.9 136792.55 Two-way stop 934 2367093.4 137419.19 Two-way stop 935 2392203.2 129724 Two-way stop 936 2394933.6 120118.05 Two-way stop 937 2380768.3 118251.79 Two-way stop 938 2378202.2 117427.44 Two-way stop 940 2397148.4 112101.76 Two-way stop 942 2401641.2 111931.83 Two-way stop 946 2328528.8 94865.953 Signalized - Flashing 948 2337475.6 80043.112 Two-way stop 949 2341714.1 97177.702 Two-way stop 950 2343146.9 98111.664 Two-way stop 951 2351957 97915.789 Two-way stop 952 2347778 92931.637 Two-way stop 954 2364504.8 92481.803 Signalized - Flashing 955 2356261 87443.123 Signalized - Flashing 956 2356807.8 70925.381 Diverge - Uncontrolled 958 2358234.4 73588.729 Diverge - Uncontrolled 959 2358347.6 75872.586 Signalized - Flashing 960 2359349.7 75760.744 Diverge - Uncontrolled 961 2357941.6 79382.905 Diverge - Uncontrolled 963 2369707 79593.193 Diverge - Uncontrolled 964 2370730.2 80161.169 Signalized - Flashing 966 2376014.9 93787.462 Two-way stop 967 2379607.6 91209.174 Two-way stop 968 2388874 94408.753 Two-way stop 969 2394901.3 83943.717 Two-way stop 970 2395043.1 84085.542 Two-way stop 972 2406199.1 87822.833 Two-way stop 974 2337718.6 119160.23 Two-way stop 976 2366253.3 82017.537 Two-way stop 977 2353068.1 129669.75 Two-way stop Page 11 of 14 Appendix C - Page 65 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 980 2323977.8 120515.11 Two-way stop 981 2357029.8 92830.358 Two-way stop 983 2381035.2 86606.534 Two-way stop 985 2348655.8 106141.66 Two-way stop 987 2359985.5 75211.913 Diverge - Uncontrolled 988 2359903.9 75434.706 Diverge - Uncontrolled 989 2361674.9 73860.248 Diverge - Uncontrolled 990 2362968.6 72875.353 Diverge - Uncontrolled 996 2362528.7 77769.085 Two-way stop 997 2362578.8 77855.333 Two-way stop 1002 2441759 145267.36 Two-way stop 1003 2416118.1 143202.05 Two-way stop 1004 2442367.6 141395.7 Two-way stop 1006 2425720.6 140175.15 Two-way stop 1007 2404152.6 138855.61 All-way stop 1008 2402673.3 139088.07 Two-way stop 1009 2419569.2 140434.75 Two-way stop 1013 2437692.2 138971.84 Two-way stop 1017 2480127.6 138940.88 Two-way stop 1019 2490789.5 138697.84 Two-way stop 1020 2410324.1 137121.12 Two-way stop 1021 2411016.6 138118.33 Two-way stop 1022 2443554 137443.38 Two-way stop 1023 2443226.1 137399.06 Signalized - Flashing 1025 2420921.8 137112.9 Two-way stop 1027 2466760.9 138903.65 Two-way yield 1029 2438372.7 136543.87 Two-way yield 1030 2416842.5 136333.84 Two-way stop 1032 2434219.7 135994.69 Diverge - Uncontrolled 1035 2428625.8 135558.83 Two-way stop 1036 2421598 135591.29 Two-way stop 1039 2419636.8 134603.93 Two-way stop 1040 2423500.4 133829.79 Two-way stop 1042 2421339.7 132195.48 Two-way stop 1045 2456498.9 131217.88 Two-way stop 1046 2451796.8 130719.28 Two-way yield 1047 2452025.4 130573.85 Two-way yield 1048 2428730 129574.19 Two-way stop 1049 2427895.5 133394.76 Two-way stop 1051 2440308.1 128717.02 Signalized - Flashing 1053 2487756.3 129017.5 All-way stop 1054 2454597.7 128758.47 Two-way stop 1057 2429043.8 127193.72 Two-way yield 1058 2429026.9 127321.83 Two-way yield Page 12 of 14 Appendix C - Page 66 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 1059 2455966 127362.38 Two-way stop 1061 2428665.1 126338.91 Two-way stop 1063 2419731.4 123667.12 Two-way stop 1064 2427225.9 121618.82 Two-way stop 1065 2448179.3 121900.08 Two-way stop 1066 2422828 121537.95 Two-way stop 1067 2474399.6 121086.26 Two-way stop 1068 2471256.3 118254.03 Two-way yield 1070 2440941.2 115453.67 Two-way stop 1071 2440498.7 114719.02 All-way stop 1072 2474472.6 113622.94 Two-way yield 1073 2475176.2 115013.49 Two-way yield 1074 2473896.5 113096.64 Diverge - Uncontrolled 1076 2472068.2 112769.78 Diverge - Uncontrolled 1077 2474771.8 112542.64 Diverge-Uncontrolled 1078 2446950.8 114160.28 Two-way stop 1079 2437298 111525.06 Signalized - Flashing 1088 2429047.2 103231.95 Two-way stop 1092 2442831.3 100178.16 Diverge - Uncontrolled 1093 2442607.9 100291.62 Two-way yield 1094 2442636.3 100135.61 Signalized - Flashing 1095 2444517.3 100277.96 Diverge - Uncontrolled 1097 2443675.9 98273.592 Two-way yield 1098 2445083.7 100375.99 Two-way yield 1099 2443469.7 98118.198 Two-way yield 1100 2443628 97742.056 Diverge - Uncontrolled 1102 2443572.6 97093.865 Diverge - Uncontrolled 1104 2442969.6 95352.331 Signalized - Flashing 1106 2416223.7 129523.92 Signalized - Actuated 1110 2431391.8 127626.53 Two-way yield 1113 2449682.8 118039.57 Two-way stop 1115 2426164.5 106322.31 Two-way stop 1116 2447398.4 114169.14 All-way stop 1117 2442621.1 101528.68 Signalized - Flashing 1118 2444451.6 100447.63 Two-way stop 1119 2442229 101590.4 Two-way stop 1122 2435062.5 136474.62 Two-way stop 1123 2435256.4 136156.07 Two-way stop 1126 2445349 137731.46 Signalized - Flashing 1128 2432458.3 120014.17 Two-way stop 1130 2466747.1 139679.25 Signalized - Flashing 1132 2403603.1 140356.08 Two-way stop 1133 2412166.2 138914.7 Two-way stop 1135 2406667.5 131205.28 Two-way stop Page 13 of 14 Appendix C - Page 67 of 68

Appendix C Peach Bottom NGS Node Data Table Node #

X-Coord Y-Coord Control Type 1136 2419495.9 123784.85 Two-way stop 1137 2416314.6 123791.46 Two-way stop 1139 2413212.2 125719.89 Two-way stop 1140 2409943.2 131501.15 Two-way stop 1141 2418088.3 142384.75 Two-way stop 1142 2442866.7 100093.07 Two-way yield 1143 2442735.6 99777.506 Diverge - Uncontrolled 1144 2443139.8 99309.042 Diverge - Uncontrolled 1145 2443237.5 98649.918 Signalized - Flashing 1146 2468381 134998.65 Signalized - Flashing 1156 2386036.4 114138.84 Signalized - Actuated 1159 2365045.2 91520.986 Diverge - Uncontrolled 1160 2365065.1 91367.816 Two-way yield 1161 2365107.6 91305.413 Diverge - Uncontrolled 1162 2365405.4 91328.105 Two-way yield 1163 2362154.2 88250.412 Signalized - Flashing 1164 2362330 88460.313 Diverge - Uncontrolled 1165 2361040.8 86927.898 Diverge - Uncontrolled 1166 2362174 88165.318 Signalized - Flashing 1167 2362103.1 88491.514 Diverge - Uncontrolled 1168 2362202.4 87946.908 Two-way yield 1169 2362046.4 88012.147 Diverge - Uncontrolled Note: Coordinates in 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 14 of 14 Appendix C - Page 68 of 68

ARCADIS Appendix D Maps of Roadway Network Showing Average Hourly Travel Speed by Road Link (Full EPZ, Winter Day, Fair Weather)

Evacuation Hour 1 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG IPB_ Speed.ver lerstellt am: 24.07.2012 Appendix D - Page 1 of 10

Evacuation Hour 2 Avg Speed (mph)

Links

<= 0

=

On

<= 40

<= 60

>60 VISUM 11.52 PTV AG JPBSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 2 of 10

Evacuation Hour 3 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG JPBSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 3 of 10

Evacuation Hour 4 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG IPBSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 4 of 10

Evacuation Hour 5 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG IPBSpeed.ver Ierstellt am: 24.07.2012 Appendix D - Page 5 of 10

Evacuation Hour 6 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG IPBSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 6 of 10

Evacuation Hour 7 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG IPBSpeed.ver jerstellt am: 24.07.2012 Appendix D - Page 7 of 10

Evacuation Hour 8 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG IPB_Speed.ver lerstellt am: 24.07.2012 Appendix D - Page 8 of 10

Evacuation Hour 9 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

> 60 VISUM 11.52 PTV AG IPBSpeed.ver lerstellt am: 24.07.2012 Appendix D - Page 9 of 10

Evacuation Hour 10 Avg Speed (mph)

Links

<= 0

<= 20

<= 40

<= 60

>60 VISUM 11.52 PTV AG JPB Speed.ver (erstellt am: 24.07.2012 Appendix D - Page 10 of 10

ML13254A122

Text

Response

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