ML13254A121

Attachment 7 - Updated Evacuation Time Estimates for Oyster Creek Nuclear Generating Station Plume Exposure Pathway and ETE Review Criteria Checklist

ML13254A121
Person / Time
Site:	Oyster Creek
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: ML13254A121 (179)

Text

ATTACHMENT 7 Updated Evacuation Time Estimates for Oyster Creek Nuclear Generating Station Plume Exposure Pathway and ETE Review Criteria Checklist

Oyster Creek Nuclear Generating Station ETE Review Criteria Checklist

Oyster Creek Table B-1 ETE Review Criteria Checklist ETE I~ nal /Comments 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, yeS ct21 3 1P large employers, and special events should be identified. yes Sect 2.1, 3

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

plans in the analysisyes 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, should be developed for the ETE analysis, or a reason yes Sect 2.2.1, No "Special Event" see section 2.4.4 should be provided for use of other scenarios.

Criterion Addressed In Comments ETE Analysis (YeSINo) 1.3.1 Staged Evacuations

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

a. A map of the EPZ with emergency response planning areas 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 6-3 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 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 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.2 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

Criterton Addressed In Comments ETE Analysis _ _ _ _ _ _ __... ..

(YOeSNo) 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 dependent residents should be discussed. yes Sect 3.1.2

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

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

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

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

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

g. A summary table of the total number of buses, ambulances, or other transport needed to support evacuation should be yes Table 3-5 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.3 thru A.5 Special facility staff should be included in the total special y

Criterion Addressed in Comments ETE Analysis (Yes/No) facility population.

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

c. The number of wheelchair and bed-bound individuals should be provided. yes Table A.5

d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be provided, yes Table A.5

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 3-3 & A.3 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

.w 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. no See Sect 2.4.4

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

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

b. Population estimates for the shadow evacuation in the 10 to yes Figure 1-2 15 mile area beyond the EPZ are provided by sector.

Criterion Addressed In Comment ETE Analysis (YesNo)

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 TM' discussed. ysSc 3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been y 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 yes Characteristics," of NUREG/CR-7002 should be provided. 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

identifies factors that are expressly used in the modeling.

b. The capacity analysis identifies where field informationeTE A.3. Fs 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 Sect 4.3 used in the calculations.

3.4 Adverse Weather ._.._.

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

b. The speed and capacity reduction factors identified in Table wo

0) 3-1, "Weather Capacity Factors," of NUREG/CR-7002 yes Sect 2.4 should be used or a basis should be provided for other values.

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

4.0 Development of Evacuation Times 4.1 Trip Generation Time

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

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 developed from site specific information, yes Sect 5 4.1.1 Permanent Residents and Transient Population

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

Comments

,/ ~~, . ETEAnalysis.~... .-

- (YesINb) 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 yes Sect 5 returning to hotels prior to evacuating. yesSect_5

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

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

4.1.2 Transit Dependent Residents .......

a. Ifavailable, 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., Appendix D should have been agreed upon by the responsible authorities.

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, yes Appendix D

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, y

Criterio.n:Addressed in .Cmet ETE.Analysis and time to drive out of the EPZ should be provided.

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

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

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

c. The number of wheelchair and bed-bound individuals should be provided, and the logistics of evacuating these residents yes Sect 3.4, Table A.5 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 5.4.3, Table A.5 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 CD 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. es Sect 6.7 4.1.4 Schools

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

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

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

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 6.7 trips are needed.

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

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

Criterion Addressed In ETE Analysis

_IYesINo) 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 yes Sect 5.5 and demonstrates its use in ETE studies.

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 set of model inputs should be provided, yes Sect 5.5

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

4.2.2 Traffic Simulation Model Output

a. A discussion regarding whether the traffic simulation model

(.O 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 E scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions,

, ,"i. ......... y.,.CterionAddressed inmme" .

ifthey occur.

4.3 Evacuation Time Estimates for the General Public '

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

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

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

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

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

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

5.2 Enhancements in Evacuation Time _

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

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

a. A list of agencies contacted and the extent of interaction with yes these agencies should be discussed. 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 1es Sect 6.5 be performed and submitted to the NRC.

5.5 Reception Centers and Congregate Care Center ...... __.

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

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

Criterion ETE Addressed An alysis in Comments

,[Yes, o),

return times for buses should be provided.

c. It should be clearly stated if it is assumed that passengers are left at the reception center and are taken by separate yes Sect 3.1.2 buses to the congregate care center. I I Exelon Technical Reviewer

/V/AL" Date ý 41 Supervisory Review Date

%1 1~15 11  :

II I 1P

Oyster Creek Nuclear Generating Station Evacuation Time Estimates

ARCADIS Infrastructure,Water Environment Buildings Imagine the result Evacuation Time Estimates for the Oyster Creek 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

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 Oyster Creek Nuclear Generating Station (OCNGS) in Lacey Township, Ocean County, New Jersey. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of OCNGS. The most recent previous study of evacuation time estimates for OCNGS 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 NAVTEQ TM 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 OCNGS is contained in Ocean County, New Jersey. Based on the 2010 census, the estimated permanent resident population in the EPZ is 143,233. With an added seasonal population of 69,173, the summer season population in the EPZ totals I 212,406. The permanent resident population in the EPZ has increased by 14% over the 2000 census value of 125,253. The estimated summer population for the 2003 study was 188,416, so the summer resident population increased by 13%.

The zones within a nominal 2-mile distance from OCNGS have 12,804 residents (winter) and 18,242 (summer). The zones from 2-5 miles contain about 25% of the EPZ resident population, and the zones beyond 5 miles contain about 66%.

The transient population, which includes large workplaces, recreational facilities and hotels/motels, was estimated at 6,271 persons for a winter weekday and 18,034 persons for a summer weekend. This difference illustrates the strong influence of tourism and beach-related activity on population in the EPZ. The special facilities population, including nursing homes and hospitals, was estimated at 3,064 persons (residents plus staff) for E-1

CQ ARCADIS Executive Summary weekdays, and 1,823 for nights and weekends. The estimated population of schools and day care centers for a winter weekday is 30,662, including children and staff. These population estimates include intrinsic double counting, as some persons in the transient and special facility populations are also included in the permanent and seasonal resident counts. Thus, evacuation times using these population figures are considered conservative.

Vehicle demand for the resident population was developed based on estimated vehicle occupancy, using data obtained from a telephone survey of EPZ residents. The vehicle occupancy factor estimated from survey responses is 1.84 persons per vehicle, which represents 1.40 vehicles per household. For the 2003 study, vehicle demand for permanent residents was 2.35 persons per vehicle (1.1 vehicles per household). For summer seasonal residents, estimated vehicle demand is 3 persons per vehicle (2.5 vehicles per household). For the 2003 study, vehicle occupancy for summer residents was 3 persons per vehicle (2.67 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 81,098 (winter night) to 110,543 (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 resident population within this region is 137,801. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.84 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 14,978 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 set of "staged evacuation" scenarios was also evaluated. Under a staged evacuation scenario, only the population within the 2-mile zones closest to OCNGS would evacuate initially; evacuation of surrounding zones would be initiated after most traffic from the 2-mile E-2

94 ARCADIS Executive Summary zones has cleared. The purpose of evaluating these scenarios is to assess the potential reduction in evacuation times that might be achieved for the population at greatest risk.

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

Evacuation times for the general population are summarized in Table E-1. For normal weather, ETEs are up to 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> for 90% of vehicles to evacuate the full 10-mile EPZ, and 10 hours1.157407e-4 days <br />0.00278 hours <br />1.653439e-5 weeks <br />3.805e-6 months <br /> 5 minutes for 100% to evacuate. The case with the longest ETEs for the full EPZ is Summer Weekday. With adverse weather, the predicted ETEs are about 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> longer.

The ETEs to evacuate only the 2-mile zone are 2:35 to 3:35 (90%) and 3:00 to 4:35 (100%). The ETEs to evacuate all zones within 5 miles of the plant are 4:40 to 6:40 (90%)

and 6:30 to 9:05 (100%).

The 90% ETEs from the current study are about 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> longer than corresponding 100%

times from the 2003 study.

The ETEs for the full EPZ reflect significant traffic congestion in the zones more than 5 miles from OCNGS. ETEs are very similar for summer and winter scenarios, which implies that beach traffic is not contributing significantly to vehicle demand on the routes that take longest to clear.

Table E-1: Evacuation Time Estimate Summary for Oyster Creek Station EPZ 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 Ev cuation 90% Evacuation Time

'Area 2-mile Zone 3:05 3:35 2:40 2:35 2:35 3:10 2:05 2:05 5-mile Zone 5:45 6:40 5:20 5:15 5:15 6:35 4:40 4:40 10-mile EPZ 8:00 9:15 7:30 7:30 7:50 9:55 7:15 7:15 1_ 100% Evacuation Time 2-mile Zone 3:45 4:15 3:20 3:10 3:40 4:35 3:15 3:00 5-mile Zone 7:55 9:05 7:25 7:10 7:15 9:05 6:35 6:30 10-mile EPZ 10:05 11:40 9:20 9:10 9:50 12:25 9:15 9:10 E-3

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 1-3

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 3-3 3.4 Special Facilities Population 3-5 3.4.1 Medical, Nursing Care and Correctional Facilities 3-5 3.4.2 Schools and Day Care 3-5 3.5 Emergency Response Planning Area Population Totals 3-6 3.6 Transportation Resources 3-6

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

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

5. Evacuation Time Estimate Methodology 5-1 5.1 Evacuation Analysis Cases 5-1 5.2 Initial Notification 5-2 5.3 Transportation Dependent Population 5-2 5.4 Evacuation Preparation Times and Departure Distributions 5-3 5.4.1 Permanent and Seasonal Population 5-3 5.4.2 Transient Population 5-4 5.4.3 Special Facilities 5-4 5.5 Evacuation Simulation 5-5 5.5.1 General Structure 5-5 5.5.2 Simulation Process 5-7

6. Analysis of Evacuation Times 6-1 6.1 Evacuation Time Estimate Summary 6-1 6.2 Comparison with Previous Study 6-1 6.3 All Conditions 6-1 6.4 Staged Evacuation Scenarios 6-2 6.5 Sensitivity to Population Growth and Roadway Impact 6-2 6.5.1 Population Growth 6-2 6.5.2 Roadway Impact 6-3 6.6 Performance Metrics for Simulation Model 6-4 6.7 ETE for Transit-Dependent, Special Facilities and Schools 6-4

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

8. References 8-1 ii

0 ARCADIS Table of Contents Table S Table E-1: Evacuation Time Estimate Summary for Oyster Creek Station EPZ E-3 Table 1-1: Permanent Resident Population in the Oyster Creek 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 Sub-Area 3-7 Table 3-2: Transient Population and Vehicle Demand within the Oyster Creek EPZ 3-8 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Oyster Creek EPZ 3-9 Table 3-4: Summary of Population and Vehicle Demand within the Oyster Creek EPZ 3-10 Table 3-5: Summary of Transportation Resources 3-10 Table 4-1: Oyster Creek EPZ Primary Evacuation Routes 4-3 Table 6-1: Evacuation Time Estimate Summary for Oyster Creek General Population 6-6 Table 6-2: Evacuation Times for General Population for Keyhole Zones 6-7 Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage 1 ends at 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 35 minutes) 6-8 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-15 I Table 6-5: ETE for Special Facilities, Oyster Creek EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-6: ETE for Schools in Oyster Creek EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17 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. Oyster Creek EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Oyster Creek Station 1-6 Figure 4-1. Designated Evacuation Routes for Oyster Creek EPZ 4-4 Figure 5-1. Departure Time Distributions for the Oyster Creek 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, Oyster Creek 6-9 Figure 6-2. Oyster Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-10 Figure 6-3. Oyster Creek Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-11 Figure 6-4. Oyster Creek Predicted Traffic Volume by Link with GSP SB south of 72 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 86,225) 6-14 Appendices A Transient and Special Facility Population Data B Telephone Survey of EPZ Residents C Roadway Network Map and Data Table D Bus Routes from Public Information Brochure E Maps of Roadway Network Showing Average Hourly Travel Speed by Road Link (Full EPZ, Winter Day, Fair Weather) iv

ARCADIS Table of Contents List of Acronyms and Abbreviations ADT Average daily traffic BAO ESRI Business Analyst Online EAS Emergency Alert System EPZ Exposure Pathway Emergency Planning Zone ERPA Emergency Response Protection Area ETE Evacuation time estimate GIS Geographic information system GPS Global Positioning System LOS Level-of-service NJOEM New Jersey Office of Emergency Management NRC Nuclear Regulatory Commission OCNGS Oyster Creek Nuclear Generating Station PAR Protective Action Recommendation WC Wheelchair V

Exelon Generation ARCADIS Oyster Creek 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 Oyster Creek Nuclear Generating Station (OCNGS) 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 17,490 between 2000 and 2010. The estimated 2010 population of the EPZ is 143,233, a 14% population increase since 2000. (Population data are discussed further below in section 1.4.)

The evacuation time estimates have been developed using current population, local roadway network characteristics and the PTV VisionTM traffic simulation software package to perform evacuation modeling for different scenarios. PTV Vision includes the VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation) models.

Evacuation times have been estimated for various areas, times and weather conditions, as outlined in CR-7002. These evacuation times represent the times required for completing the following actions:

0 Public notification; 1-1

Exelon Generation ARCADIS Oyster Creek 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 OCNGS. 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 OCNGS.

The Oyster Creek site is located along the New Jersey shore in Lacey Township, Ocean County, New Jersey, about 9 miles south of Toms River. The location of the plant is shown in Figure 1-1. The entire EPZ is contained in Ocean County. The municipalities included in the EPZ are identified in Table 1-1.

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

The EPZ for Oyster Creek is subdivided into a total of 20 Emergency Response Planning Areas (ERPAs). The ERPAs are the basic units for which protective action recommendations are issued. ERPA boundaries generally follow major roadways and geographic (township and borough) boundaries, and reflect distance and direction from OCNGS. The distance ranges of concern are 0-2 miles, 2-5 miles, and beyond 5 miles.

EPZ and ERPA boundaries are shown in Figure 1-1. (ERPAs 18, 19 and 20 are entirely water and have no resident population. ERPA 18 and 19 are sections of Barnegat Bay, south and north, respectively, from OCNGS; ERPA 20 is the Atlantic Ocean, out to a distance of 10 miles.) The Sub-Areas are described in more detail in Section 3.

Based on the 2010 census, the estimated permanent resident population in the EPZ is 143,233. With an added seasonal population of 58,682, the summer season population in the EPZ totals 212,406. The permanent resident population in the EPZ has increased by 14% over the 2000 census value of 125,253. The estimated summer population for the 2003 study was 188,416, so the summer resident population increased by 13%.

1-2

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates The zones within a nominal 2-mile distance from OCNGS have 12,804 residents (winter) and 18,242 (summer). The zones from 2-5 miles contain about 25% of the EPZ resident population, and the zones beyond 5 miles contain about 66%. The population is concentrated in the area extending east from the Garden State Parkway to Barnegat Bay (ERPAs 1, 2, 3, 6, 7, 10 and 15). South Toms River extends west of the parkway in ERPA 14, and Manahawkin is west of the parkway in ERPA 6. The western side of the EPZ extends into the New Jersey Pinelands National Reserve, a very sparsely populated region that includes part of ERPAs 9, 11, 12 and 13.

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 137,801. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.84 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 14,978 vehicles. Most of this population resides immediately north of the EPZ, with smaller residential areas north of ERPA 16, south of ERPA 17, and south of ERPA 7. A map showing the population by distance and direction sector within 15 miles of Oyster Creek Station 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.)

1.3 Designated Reception Centers The emergency response evacuation plans for OCNGS direct 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 ERPAs are listed in Table 1-2. Five of the reception centers are located to the north of the EPZ; only Pinelands High School in Little Egg Harbor Township is south of the EPZ. The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as evacuation routes from individual communities to designated reception centers. The roadway network is described in detail in Section 4.

1.4 Overview of Changes from Previous ETE Study The changes in residential population within the EPZ are summarized in Table 1-1. The revised NRC guidance and newly acquired data led to a number of other changes in the 1-3

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates 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 (1.84 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 14,978 vehicles in the area immediately outside the EPZ. Each of these issues is discussed in more detail in following sections of the report.

1-4

/i Ct4 co ERPD1 ERPA ERPA2 FERPA5 ERPA3 ERPA4 1453' ERPA5 11 ERPA6 17821 17'817 ERPA7 ERPA2 ERPA8 1,14

'-.1-u' ERPA9 ERPA10 ERPA11 ERPA12 342 29 ERPA13 4i 10,52C ERPA14 10.99*

ERPA15 ERPA16 495 ERPA17 3,032 TOTAL: 243,233 0 2 4 Miles Legend Oyster Creek Plani

'10 Miles from Plan' I ARCADIS EXELON GENERATION i Township Boundar, B.. Rh..

le hf Sub-Area Boundar EPZ Boundary

DISTANCE POPULATION DISTANCE POPULATION EPZ 1 1,363 NA EPZ 2 9,023 NA EPZ 3 13,672 NA EPZ 4 12,972 NA EPZ 5 12,009 NA EPZ 6 12,589 NA EPZ 7 16,325 NA EPZ 8 19,649 NA EPZ 9 18,876 NA EPZ 10 18,242 OUT 10 1,654 EPZ 11 8,042 OUT 11 27,787 EPZ 12 480 OUT 12 35,158 OUT 13 22,559 OUT 14 25,373 OUT 15 25,262 EPZTOTAL 143,242 EPZ-1S TOTAL: 137,79 TOTAL POPULATION: 281,035 NOTE:

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

Plant to 1 mile population not summarized in any sector direction OpenSnet MapSam1"a tege S-u' ArIS One Sewice.. Avon. dew.:nMr19012,Wet AleIt v10.Thae n, WW or c. or dhen t o0dt. oftheu-& OfthPDF.

Iý ARCADIS EXELON GENERATION RS 15.NLE I 1-2

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Oyster Creek EPZ 1 Lacey 8,817 9,273 5.2 2 Ocean 3,535 3,531 -0.1 3 Bamegat, Ocean 7,811 10,900 39.5 4 Barnegat, Ocean 2,223 4,608 107.3 5 Lacey, Ocean 24 11 N/A 6 Lacey 16,008 17,821 11.3 7 Bamegat, Stafford 11,597 14,532 25.3 8 Bamegat, Stafford 13,197 17,178 30.2 9 Berkeley, Lacey 251 1,890 653.0 Beachwood, Berkeley, Ocean 10 Gate, Pine Beach, South Toms 33,163 36,940 11.4 River 11 Barnegat, Stafford 1,216 1,142 -6.1 12 Lacey 259 342 32.0 13 Berkeley, Lacey 1 27 N/A Beachwood, Berkeley, Dover, 14 South Toms River 13,749 10,520 -23.5 15 Dover, Island Heights 10,908 10,991 0.8 Berkeley (Seaside Peninsula south 16 661 495 -25.1 of Seaside Park Borough)

Barnegat Light, Harvey Cedars, 17 1,833 3,032 65.4 Long Beach (north of Surf City)

EPZ total 125,253 1 143,233 +14.4%

Sources: a) 2000 census data from 2003 ETE study report b) 2010 census data (block level) 1-7

Exelon Generation (2 ARCADIS Oyster Creek Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation Lakewood High School, Lakewood ERPA 6 Jackson Liberty High School, Jackson ERPA 1, 5, 9,12,13 Brick Township High School, Brick ERPA 10 Manchester Middle School, Manchester ERPA 14 Manchester High School, Manchester ERPA 15,16 Pinelands High School, Tuckerton ERPA 2, 3, 4, 7, 8, 11, 17

' Source: Emergency Planningfor Oyster Creek Generating Station, public information brochure prepared by Exelon Generation, 2012/2013 b ERPAs are directed to different reception centers, depending on which keyhole scenario is selected.

1-8

Exelon Generation 0 ARCADIS Oyster Creek Evacuation Time Estimates Table 1-3: ETE Comparison Permanent Residents

- Total population -125,253 -143,233

- Vehicle occupancy -2.35 persons per vehicle - 1.84 persons per vehicle (persons Der vehicle)

Transit-dependent Evacuation of transit-dependent

- Population estimate population was not addressed in -2,150 (266 non-ambulatory)

- Number of buses 2003 study - 70 bus trips

- Number of ambulances - 127 ambulances, 3 WC van Transient facilities (winter night/peak summer day) - (winter night/peak summer day)

- Estimated population -1,604 / 16,705 5,137 / 18,034

- Vehicle demand - 828 / 7,416 -3,062 / 8,061

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

- Estimated population - 2,205 - 3,064 (54 non-ambulatory)

- number bus, van -45 bus/van - 57 bus and 10 van

- Ambulance, other - Not identified - 29 ambulance Schools and daycare (winter weekday) school+daycare (winter weekday)

- student population - 29,882 (includes staff) -27,705 / 2,957 school/daycare

- Number of buses - 600 bus/van -455 buses, 168 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 (peak summer day) None (peak summer day)

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 100% Estimates provided for 90 and 100%

1-9

Exelon Generation V ARCADIS Oyster Creek Evacuation Time Estimates

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

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

Census Bureau data. Independent estimates developed from 2010 census data were provided by New Jersey Office of Emergency Management (NJOEM).

" 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). Assumed 8 persons per seasonal housing unit.

• Population estimates for major employers were developed from the ESRI BAO list and the facility list from the 2003 study report. ARCADIS conducted intemet 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. For parks, visitation information was obtained from state park agencies.

• Current population estimates for schools were obtained primarily from state emergency response agency, plus enrollment information available on the internet.

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

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

" 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.

2-1

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates

• Average traffic volumes by time of day for weekday and weekend for designated evacuation routes were obtained from state transportation agencies. These data were used to assign background traffic volumes for the roadway network. It was assumed that access control would be established within 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> following the public notice to evacuate.

" Preparation and mobilization times for the permanent resident population were developed based on the results of a telephone survey, combined with published time estimates for warning diffusion. The survey provided estimates of the time to depart from home following notification, and commuting times for household members who would return from work before departing. Median and 90%

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

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

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

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

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

• It is assumed that existing lane utilization will prevail during the course of the evacuation. Traffic control signals will be over-ridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It is also assumed that State and municipal personnel will restrict unauthorized access into the EPZ, consistent with existing traffic management plans.

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Exelon Generation 9 ARCADIS Oyster Creek Evacuation Time Estimates

• 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.

" A "Special Event' scenario was not included for the Oyster Creek EPZ. The beaches in the EPZ are a prime tourist attraction, and peak traffic is closely associated with the beaches. Summer scenarios reflect beach facilities and seasonal housing occupied to capacity, so these scenarios reflect as great a challenge for traffic management in the EPZ as any other events that will be encountered during the year.

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

- Permanent residents - 1.84 persons per vehicle, based on telephone survey results. Seasonal residents: 2.5 persons per vehicle.

- 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 sports arenas, shopping centers, visitor centers and museums; 3 persons per vehicle at amusement parks.

- Schools and daycares - 55 students and 3 staff per bus; 16 children and 2 staff per van; one vehicle per additional staff person.

- Hospitals/ Nursing Homes/ Correctional Facilities - 2 persons per ambulance or 4 per wheelchair (WC) bus for non-ambulatory patients, and 24 people per bus or van for ambulatory residents.

- Transit-dependent population - 27 persons per bus, 4 non-ambulatory per WC bus, 2 non-ambulatory per ambulance.

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Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates

" Vehicle demand for most shopping centers and athletic venues was adjusted to reduce double-counting, assuming that 50% of attendees (and staff) reside in the EPZ and 50% of those would return home before evacuating.

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

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

2.2 Interaction with Agencies Emergency management agencies responsible for planning and implementing the emergency response procedures during a radiological emergency were consulted during the development of this ETE study. NJOEM and cooperating emergency response agencies for Ocean County were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to I 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. NJOEM provided their own estimates of residential population for the EPZ based on 2010 census data, and a map of designated evacuation routes and reception centers. NJOEM 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 Oyster Creek 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 2-4

Exelon Generation V2 ARCADIS Oyster Creek Evacuation Time Estimates mobilization time. Warning diffusion time is the time it takes for people to receive an emergency notification. The type of warning systems employed in the EPZ, such as emergency alert system (EAS), and sirens affects the distribution of warning times.

Availability of more warning systems leads to faster warning diffusion to the public.

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

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

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

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

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

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

• Major work places are fully staffed at typical daytime levels; 2-5

Exelon Generation 14 ARCADIS Oyster Creek Evacuation Time Estimates

• OCNGS staffing is at an estimated peak daytime level, representative of operation during outage conditions;

• Schools and daycares are at current enrollment;

" Hospitals and nursing homes are at current enrollment or typical occupancy, with staffing at weekday levels;

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

• Recreational facilities are at winter or summer weekday levels.

2.4.2 Week Night This situation reflects a typical night period when most permanent residents are home and the work force is at evening shift level. Assumptions on the population levels for this condition include the following:

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

" Major work places are at typical evening levels;

• OCNGS staffing 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. Many are closed.

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

2-6

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates

• Residents within the EPZ will evacuate from their places of residence;

• Major work places are at typical weekend levels;

• Day schools and daycares are closed;

• Hospitals and nursing homes are occupied and staffed at weekend levels;

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

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

2.4.4 Special Event Consideration For the OCNGS EPZ, peak traffic demand is associated with the summer beach season, specifically a hot summer weekend. There is no singular "event' that leads to significantly higher traffic in the EPZ on one summer weekend versus another; the strongest factors are the weather and ocean temperatures. A separate Special Event scenario was not developed for OCNGS.

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.

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Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Oyster Creek 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 Oyster Creek 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 143,233 persons reside permanently within the Oyster Creek EPZ.

Table 3-1 presents the resident population and vehicle demand by ERPA. The 17 EPZ Sub-Areas are defined based on distance and direction from OCNGS; zone boundaries generally follow geographic (township and borough) boundaries and major highways.

The 2-mile ring ERPAs 1 and 2 cover the regions within 2 miles of OCNGS north and south, respectively, from the plant. ERPA 1 includes Forked River. The 5-mile zones proceed clockwise around the EPZ: ERPA 3 is south of ERPA 2 and east of the 3-1

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Garden State Parkway (GSP); ERPA 4 is west of the GSP; ERPA 5 is north of ERPA 4; ERPA 9 is north of ERPA 5 and west of the GSP, west of NNW of OCNGS; ERPA 6 is east of ERPAs 5 and 9, and north of ERPA 1.

The 10-mile zones again proceed clockwise around the EPZ, starting with ERPA 7, south of ERPA 3, proceeding to ERPAs, 8, 11, 12, 13, 14, 10 and 15. ERPA 16 is the portion of the Seaside Peninsula from Seaside Park Borough south; ERPA 17 is the portion of Long Beach Island from Ship Bottom north. ERPA 14 has the largest permanent resident population (36,940). Among the 5-mile zones, ERPA 6 has the largest population (17,821).

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

3.1.1 Auto-Owning Permanent Population Vehicle demand associated with the permanent resident population was estimated based on telephone survey responses. After adjusting survey responses to reflect the actual age distribution of the EPZ, the vehicle occupancy factor is 1.84 persons per vehicle, which corresponds to 1.4 vehicles per household. Total vehicle demand for permanent residents is 77,844. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of Oyster Creek adds vehicle demand of another 14,978 vehicles.

For the 2003 ETE study, evacuation times were determined assuming vehicle demand of 2.35 persons per vehicle for permanent residents.

3.1.2 Transit-Dependent Permanent Population Emergency response plans specify that the transit-dependent population will receive transportation assistance. The Oyster Creek Emergency Response Plan (ERP) includes provisions for providing this assistance, including bus routes. Based on telephone survey results, about 2.3% of households (with phones) 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 residents expect to evacuate with friends or neighbors. Based on survey results and NRC guidance, the estimated number of transit-dependent residents in the EPZ is 2,150 3-2

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates (1.5%). The ERP estimated number of non-ambulatory transit-dependent residents is 266 (NJOEM, 2009). Approximately 70 bus trips (at 27 persons per bus) would be required to evacuate an ambulatory transit-dependent population of 1,884, with 3 WC buses and 127 ambulances for the non-ambulatory. This study did not determine the location of transit-dependent residents. The emergency response plans for OCNGS include bus routes and pickup points for transit-dependent residents; those routes reflect the locations determined by agencies familiar with the local populace.

Individuals requiring transit from reception centers to congregate care centers will be I 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 Oyster Creek EPZ is 9,222. Based on phone conversations with local realtors, summer rentals were assigned an estimated occupancy of 7.5 persons and 3 vehicles per household. This adds population of 69,173 and 23,063 vehicles for summer scenarios. The largest seasonal population (27,474) is in ERPA 17 on Long Beach Island.

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 3-3

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates radius of Oyster Creek. 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 OCNGS 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 New Jersey, and from state and county tourism websites. Seasonal occupancy was estimated based on capacity figures (e.g., number of campsites) and a telephone survey of selected facilities. State and local parks agencies also provided visitation numbers for parks and campgrounds.

For purposes of estimating the total number of vehicles associated with the transient population segment, an occupancy factor of 1.0 employee per vehicle was used for most work places. For the hotel/motel and recreational populations, it was assumed that there would be 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit and 1.0 vehicle (3 persons) per campsite. For parks, visitation numbers were generally obtained as numbers of vehicles, and an occupancy factor of 3.0 persons per vehicle was assumed. For 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.

3-4

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates For Island Beach State Park, parking capacity is 3,000 vehicles, with estimated vehicle occupancy of 3.5 persons per vehicle. Full capacity was assumed for peak summer weekday and weekend scenarios.

For shopping centers, vehicle demand was reduced to avoid double counting. It was assumed that at least 50% of shoppers and staff are EPZ residents, and half of those would return home before evacuating. Vehicle demand for these facilities was therefore reduced by 25%.

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 hospital and eight nursing home or assisted living facilities are located in the EPZ, as identified in Appendix A, plus one corrections facility. Vehicle occupancy is two per ambulance or four per WC bus for non-ambulatory patients, 20 residents or patients plus three 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 Forty (40) school facilities have been identified within the Oyster Creek EPZ, with a total population of 24,982 students and 2,723 staff. The schools typically have students present only on weekdays during the school year. Vehicle occupancy for schools is based on 58 persons (55 students, 3 staff) per bus, plus one vehicle per additional school staff. Current enrollment numbers for most schools were provided by NJOEM; any gaps were filled using state-published enrollment information or calls to individual schools.

3-5

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Thirty eight (38) licensed institutional daycare facilities were identified in the EPZ, with an estimated winter daytime population of 2,622 children and 335 staff. Facilities were identified from lists of day care establishments provided by the state, and from facility lists available via internet (childcarecenter.us). The population estimates represent the licensed capacity of each facility. Facilities would evacuate via bus or van. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents.

Table 3-3 summarizes the special facility population by Sub-Area, for winter and summer weekday, weeknight and weekend periods. A detailed listing of the population and associated vehicle demand for all identified special facilities within the Oyster Creek 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 Oyster Creek EPZ are located in ERPA 10 (Berkeley Township, South Toms River) for all cases. The differences in vehicle demand between winter and summer scenarios are significant, reflecting the important role of tourism and recreational facilities in the EPZ. Vehicle demand is highest for summer weekday (110,543) and lowest for winter night (81,098). The differences are largest in ERPA 17, which has ten times as many seasonal residents as permanent residents. 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 Oyster Creek EPZ was determined from information provided by NJOEM. Identified transportation resources are summarized and compared to estimated vehicle demand in Table 3-5. In addition to the listed resources, up to 1,700 New Jersey Public Transit buses are available, ifneeded. The number of available vehicles in each category (bus, WC bus or van, ambulance) is more than sufficient to evacuate facilities and EPZ residents in a single wave.

3-6

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Sub-Area Resident Ppu iVehicle Demand Sub-Area Distance Winter Summer Winter Summer 1 0-2 miles 9,273 12,663 5,040 6,170 2 0-2 miles 3,531 5,579 1,919 2,602 3 2-5 miles 10,900 15,513 5,924 7,462 4 2-5 miles 4,608 5,336 2,504 2,747 5 2-5 miles 11 11 6 6 6 2-5 miles 17,821 21,714 9,685 10,983 7 5-10 miles 14,532 19,332 7,898 9,498 8 5-10 miles 17,178 18,536 9,336 9,789 9 2-5 miles 1,890 1,898 1,027 1,030 10 5-10 miles 36,940 45,086 20,076 22,792 11 5-10 miles 1,142 1,517 621 746 12 5-10 miles 342 372 186 196 13 5-10 miles 27 27 15 15 14 5-10 miles 10,520 11,271 5,717 5,968 15 5-10 miles 10,991 14,277 5,973 7,069 16 5-10 miles 495 8,768 269 3,027 17 5-10 miles 3,032 30,506 1,648 10,807 EPZ total 143,233 212,406 77,844 100,907 3-7

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Oyster Creek EPZ 1 415 100 115 445 130 150 415 100 110 435 120 125 2 60 15 54 167 107 152 60 15 48 136 76 106 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 141 525 525 660 0 0 42 77 77 137 5 0 0 0 0 0 0 0 0 0 0 0 0 6 279 448 469 335 504 518 215 320 334 243 348 355 7 1,893 3,634 3,649 1,923 3,664 3,679 1,031 1,910 1,920 948 1,729 1,729 8 269 4 58 323 58 218 269 4 31 296 31 111 9 0 0 0 0 0 0 0 0 0 0 0 0 10 545 78 163 795 323 588 530 63 103 705 233 318 11 69 0 0 69 0 0 69 0 0 69 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 14 224 448 448 224 448 448 120 240 240 120 240 240 15 1,917 410 524 2,144 637 851 1,917 410 410 1,917 410 460 16 600 0 3,000 10,500 0 10,500 300 0 1,500 3,000 0 3,000 17 0 0 120 230 230 270 0 0 60 115 115 135 EPZ total 6,271 5,137 8,741 17,680 16,626 18,034 4,926 3,062 1 4,798 18,13,379 6,716 3-8

Q ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Oyster Creek EPZ

'Dwual a ion ______Vehicles _____

Sub-Area - Winter Summe~ r WinteriSummer Day Night Weekend Day Nilht Weekend DaL iNiah Weekend Dav Niaht Weekend 1 0 0 0 0 0 0 0 0 0 0 0 0 2 380 0 0 110 0 0 32 0 0 13 0 0 3 4,462 0 0 73 0 0 295 0 0 9 0 0 4 296 0 0 0 0 0 20 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 6,227 112 112 644 112 112 438 12 12 75 12 12 7 7,351 127 127 361 127 127 520 17 17 54 17 17 8 1,488 373 373 1,427 373 373 833 48 48 826 48 48 9 0 0 0 0 0 0 0 0 0 0 0 0 10 6,968 527 527 1,334 527 527 743 63 63 370 63 63 11 398 254 254 398 254 254 145 36 36 145 36 36 12 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 14 969 0 0 458 0 0 87 0 0 47 0 0 15 5,099 430 430 622 430 430 335 16 16 36 16 16 16 88 0 0 0 0 0 7 0 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 EPZ total 33,726 1,823 1, 1,823 1,823 3,455 192 192 1,575 192 192 3-9

0 ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand within the Oyster Creek EPZ Population Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night IWeekend Day Night Weekend Day Night Weekend 1 9,688 9,373 9,388 13,108 12,793 12,813 5,455 5,140 5,150 6,605 6,290 6,295 2 3,971 3,546 3,585 5,856 5,686 5,731 2,011 1,934 1,967 2,751 2,678 2,708 3 15,362 10,900 10,900 15,586 15,513 15,513 6,219 5,924 5,924 7,471 7,462 7,462 4 4,904 4,608 4,749 5,861 5,861 5,996 2,524 2,504 2,546 2,824 2,824 2,884 5 11 11 11 11 11 11 6 6 6 6 6 6 6 24,327 18,381 18,402 22,693 22,330 22,344 10,338 10,017 10,031 11,301 11,343 11,350 7 23,776 18,293 18,308 21,616 23,123 23,138 9,449 9,825 9,835 10,500 11,244 11,244 8 18,935 17,555 17,609 20,286 18,967 19,127 10,438 9,388 9,415 10,911 9,868 9,948 9 1,890 1,890 1,890 1,898 1,898 1,898 1,027 1,027 1,027 1,030 1,030 1,030 10 44,453 37,545 37,630 47,215 45,936 46,201 21,349 20,202 20,242 23,867 23,088 23,173 11 1,609 1,396 1,396 1,984 1,771 1,771 835 657 657 960 782 782 12 342 342 342 372 372 372 186 186 186 196 196 196 13 27 27 27 27 27 27 15 15 15 15 15 15 14 11,713 10,968 10,968 11,953 11,719 11,719 5,924 5,957 5,957 6,135 6,208 6,208 15 18,007 11,831 11,945 17,043 15,344 15,558 8,225 6,399 6,399 9,022 7,495 7,545 16 1,183 495 3,495 19,268 8,768 19,268 576 269 1,769 6,027 3,027 6,027 17 3 302 13152 130,7361 30,736 30,776 1,648 11648 11708 10,922 1 2 10,942 EPZtotal 183,230 150,193 153,797 235,513 220,855 232,263 86,225 81,098 82,834 110,543 104,478 107,815

• Population totals reflect double-counting between categories (residents, workforce, schools, etc.)

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ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC BusNan Ambulance Total Available 982 289 3 232 Identified Vehicle Need Schools and Day Care 455 168 0 0 Special Facilities 57 10 0 29 Transit-Dependent Public 70 0 3 127 Total Identified Need 582 178 3 156 3-11

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Oyster Creek 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 Oyster Creek 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. The network relies primarily on the evacuation routings depicted in the public information brochure for Oyster Creek Generating Station (NJOEM, 2012).

Descriptions of the primary evacuation routes for each ERPA within the EPZ are outlined in Table 4-1. Geographic constraints (the ocean to the east, the Pinelands to the west) dictate that all traffic evacuating the EPZ must travel north and south on a few arterial roads (primarily the Garden State Parkway). U.S. 9 serves as the primary alternative to the GSP for north-south travel in the most heavily populated parts of the EPZ.

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.

4-1

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates ARCADIS used NAVTEQ TM 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 ArcGIS TM ) for conducting field surveys to verify evacuation roadway segment attributes. The information provided in the public information brochure for the site was used to highlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global Positioning System (GPS) tool that allows field personnel to record observations in an efficient and effective manner. The evacuation network, including traffic controls, was verified to a 15-mile radius from the plant, and along designated routes to the receptions centers. Once the NAVTEQ data was verified through the field survey, the evacuation roadway network was transferred to the traffic simulation software VISUM for modeling different evacuation scenarios.

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

During an evacuation scenario, intersections might be manually controlled by officials, operated with existing traffic signal timing plans, or adjusted according to changing vehicular demand. In general, the emergency response plans for Oyster Creek 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 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.

4-2

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates Table 4-1: Oyster Creek EPZ Primary Evacuation Routes 1 U.S. 9 north, Garden State Parkway (GSP) north, U.S. 9 south 2 GSP south, U.S. 9 south 3 GSP south, U.S. 9 south 4 GSP south, County 532 and County 554 west to County 539 north 5 GSP north, County 532 west to County 539 north 6 GSP north, U.S. 9 north 7 Hwy 72 west to GSP south, U.S. 9 south 8 Hwy 72 west to County 539 north, GSP south 9 County 530 west to Hwy 70 north 10 GSP north, U.S. 9 north 11 Hwy 72 west to County 539 north 12 County 539 north to Hwy 70 north 13 County 530 west to Hwy 70 north 14 County 530 west to Hwy 70 north, Hwy 37 west 15 County 571 north, County 549 north 16 Hwy 35 to Hwy 37 west to County 571 north 17 Hwy 72 west to GSP south and to U.S. 9 south 4-3

Legend X Station Location A Reception Area Emergency Evacuation Route m ERPA Division Major Roads Minor Roads 5 10 LI En MR"e V2 ARCADIS ROADWAY NETWORK L~j1 OYSTER CREEK GENERMATNG U ~*UW~UU**U~O~

Pes U ~ U:lpcýWWft 1pW*20

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates

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

• Winter Weekday, Fair Weather and Adverse Weather Conditions

• Winter Weeknight, Fair Weather Conditions

• Winter Weekend, Fair Weather Conditions

• Summer Weekday, Fair Weather and Adverse Weather Conditions

• Summer Weeknight, Fair Weather Conditions

• Summer Weekend, Fair Weather Conditions Evacuation time estimates were developed for evacuation of the full EPZ, and for partial-EPZ evacuation cases based on distance and wind direction. These include evacuation of the following regions (note that 18, 19 and 20 are overwater):

" Section A (2-mile zone): ERPAs 1 and 2

• Section B: (5-mile NE) ERPAs 1, 2, 6 and 19

• Section C: (5-mile SE) ERPAs 1, 2, 3, 18

" Section D: (5-mile SW) ERPAs 1, 2, 3, 4, 5

• Section E: (5-mile NW) ERPAs 1, 2, 4, 5, 9

• Section F (5-mile ring) ERPAs 1, 2, 3, 4, 5, 6, 9,18,19

• Section G (10-mile NE): ERPAs 1, 2,6,10,15,16,19, 20

• Section H (10-mile SE): ERPAs 1, 2, 3, 7, 16, 17, 18, 19, 20

• Section I (10-mile SW): ERPAs 1, 2, 3, 4, 5, 7, 8, 11

" Section J (10-mile NW): ERPAs 1, 2, 4, 5, 6, 9, 10, 12, 13, 14

• Section K (full EPZ): all ERPAs 5-1

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates For all partial-EPZ evacuation cases, "shadow" vehicle demand (20% of residents) is assigned to all Sub-Areas which are not included in the evacuation region, in addition to the region outside of the EPZ.

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

5.2 Initial Notification The EPZ surrounding Oyster Creek has an outdoor siren notification system consistent with the requirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix 3. This system will be used by state and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages will commence on the designated television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. Research has shown that a siren/EAS system will reach most of the population quickly, but it is expected to take 30 to 60 minutes for the last 10 to 20% of residents to receive an informational or instructional message, either because they do not hear the sirens or because they do not immediately understand what to do when the sirens sound. If evacuation is deemed necessary, the timing of the order to evacuate and notification measures will be controlled by the state and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response work force to control and expedite evacuation prior to the evacuation order.

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

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

5-2

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates 5.4 Evacuation Preparation Times and Departure Distributions It is assumed that no vehicles will begin to evacuate during the 15-minute initial notification period. Accordingly, in the model simulations, vehicles will begin to evacuate at 15 minutes following the initial notification. After the initial 15-minute time period, vehicles are loaded at a linear rate over each 5-minute time interval, in accordance with the network loading distributions for each population type. For 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 is estimated that permanent residents would begin to evacuate over a 3-hour period, taking into account warning diffusion, i.e., the time at which an instructional message is received, and the time for workers to return home before departing. Permanent resident households would begin to evacuate between 15 and 200 minutes after the decision to notify the population to evacuate is made.

Roughly half of the resident population would begin to evacuate within 90 minutes following the evacuation decision, and 90% would depart between 90 and 130 minutes; the last 10% would depart between 130 and 200 minutes. The departure curve is shorter for nights and weekends, because many fewer residents would be returning from work. At night, all residents would depart within 125 minutes. These time profiles reflect the distribution of journey-to-work travel times determined from the telephone survey of residents, and warning diffusion curves determined from observed behavior during evacuations for chemical releases.

5-3

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

The departure time profile following notification is based on telephone survey responses. The first 45% of workers will depart between 15 and 40 minutes, and another 45% will depart within 70 minutes; the final 10% will depart between 70 and 125 minutes. For a few facilities, it may be necessary for a limited number of workers to remain on the job in order to safely shut down processes, secure the facility or maintain essential operations. The evacuation time estimates do not address those workers who remain behind, since there is no reliable basis for predicting whether or how soon they will evacuate. The assumption that all workers evacuate provides a conservative estimate of vehicle demand. Previous discussions with emergency preparedness officials indicated that the same time distribution is also reasonable for the other transient population categories within the EPZ, including shopping malls, hotels, motels and recreation areas.

5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would all receive initial notification promptly, via direct phone calls from the county agencies. Based upon data obtained from previous studies, vehicle departure times were developed that reflect a distribution of notification, preparation and mobilization times.

Consistent with the current off-site emergency response plans, it was assumed that schools will be evacuated via bus to the designated host schools. For school facilities, it was assumed that up to 2.5 hours5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br /> may be required to assemble buses and drivers, transport vehicles to schools and to load students onto buses. Vehicles stationed at the facilities at the time of the ordered evacuation could be loaded in as little as 15 minutes following notification. Accordingly, school buses were loaded onto the evacuation network from the period between 15 and 175 minutes following the decision to evacuate. The school time profile was also applied for daycare facilities.

I Evacuation of special facilities (nursing homes, hospitals, jails) would also require additional time associated with preparation and transport of vehicles to the respective I facilities. Those special facilities will also evacuate directly to designated host facilities.

5-4

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Based upon previous studies, it was assumed that these facilities would begin to evacuate between 15 minutes and 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> following notification. The first 25% will depart between 15 and 60 minutes after the decision to evacuate; another 50%

between 60 and 105 minutes; and the last 25% between 105 and 190 minutes, reflecting the longer times required for the population needing greater assistance or supervision.

Departure times - Oyster Creek

-o 1 fu L 0.8 "0 -resident day C

"0.6 -resident night

-worker 4-0.4

- schools E 0.2 - special U

- transit depend 0

0 50 100 150 200 time (minutes)

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

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

The PTV Vision traffic simulation software package includes VISSIM (microscopic 5-5

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates 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.

"Verified Evacuadon

• Tr"ve "lies

• ewr Queue Lengfhs "O.D Matices

• Bottlenecks

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

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

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

5-6

ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates 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

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.

5-7

JA ARCADIS Exelon Generation Oyster Creek Evacuation Time Estimates VISSIM

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

2. Check for any local calibration parameters.

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

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

5. Prepare ETE times MOEs

1. 90% 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 I ARCADIS Oyster Creek Evacuation Time Estimates

6. Analysis of Evacuation Times 6.1 Evacuation Time Estimate Summary Predicted ETEs for the general population in the EPZ are summarized by scenario in Table 6-1 for the full EPZ and for the 2 mile and 5 mile rings. 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 2:05 to 3:35, and 100% ETEs are 3:00 to 4:35.

For the 2-mile plus all 5-mile zones, the 90% ETEs are 4:40 to 6:40, and the 100%

ETEs are 6:30 to 9:05. For the full EPZ, the 90% ETEs are 7:15 to 9:55, while the 100% ETEs are 9:10 to 12:25. The large increases in ETEs as the evacuated region expands illustrate the effects of competing traffic demand and worsening congestion on the few available evacuation routes.

6.2 Comparison with Previous Study I The 90% ETEs for the current study are generally similar to the corresponding 100%

ETEs from the 2003 study. Vehicle demand for the current study (110,543 for Summer Weekday) is about 15% higher than the peak summer day vehicle demand from 2003 (95,531). The longer ETEs for the current study reflect the effects of higher traffic demand, the addition of background traffic and longer departure times (based on warning diffusion and the survey of residents).

6.3 All Conditions ETEs for all of the keyhole zone scenarios (2-mile plus downwind 5-mile zones; 2-mile plus downwind 5- andl0-mile zones) are summarized in Table 6-2. Small differences are predicted for time of day and weekday versus weekend, with larger differences based on direction sector and season. ETEs are longer for the full EPZ or for selected 10-mile zones, compared to scenarios that only include zones to 5 miles. ERPA 7, 8 and 11 produce the longest ETEs, even for peak summer traffic. Adverse weather adds 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> or more to 10-mile ETEs. These results reflect the high population and vehicle demand in outer zones. The major traffic congestion that controls ETEs for the full EPZ does not appear to involve beach traffic from ERPA 16 or 17.

6-1

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates 6.4 Staged Evacuation Scenarios A series of staged evacuation scenarios were evaluated based on NRC guidance (CR-7002). In a staged evacuation, the 2-mile zone evacuates first, while surrounding zones shelter in place; after the population has evacuated the 2-mile zone, the outer zones would be instructed to evacuate. The "stage 1" time is determined by simulating evacuation of the 2-mile zone for the Winter Weekday, Normal Weather scenario, with only background and shadow traffic in other parts of the EPZ. Once the Stage 1 time (2:35) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Oyster Creek are shown in Figure 6-1. The departure curves are much steeper at the beginning of Stage 2, because people are able to return home and prepare to depart during Stage 1. Similarly, the transportation resources needed to evacuate schools and special facilities will gather on-site in preparation for evacuation.

Results for staged evacuation scenarios are summarized in Table 6-3. The 90% and 100% ETEs for the staged scenarios are 10 to 20 minutes longer than the corresponding "unstaged" ETEs. The simulation results indicate that staged evacuation for Oyster Creek would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and a modest penalty, in terms of small increases in ETEs for the zones which would initially be ordered to shelter.

6.5 Sensitivity to Population Growth and Roadway Impact 6.5.1 Population Growth NRC guidance (CR-7002) for updating ETE studies more frequently than the 10-year federal census includes criteria based on population growth. Specifically, if the residential population growth in the EPZ since the last ETE update is sufficient to cause an increase in the ETE by 25% or by 30 minutes, whichever is less, then a full ETE update study must be performed.

A sensitivity analysis was performed by determining the 90% ETEs for increases of 5, 10, 15 and 20% of the EPZ residential population for the 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 15% increase in residential population above the 2010 census values, the 90% ETE for the full EPZ increased to 8:25, an increase of 25 minutes. With a 20% increase in population, the 90% ETE 6-2

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates increased to 8:31, an increase of 31 minutes. These results demonstrate that a I population increase of more than 15% above the 2010 census values would be required to cause the ETE to increase by 30 minutes. (Linear extrapolation indicates that a population increase of 19% would produce an ETE increase of approximately 30 minutes.) Since the EPZ residential population for Oyster Creek changed by 14%

between 2000 and 2010, it appears possible that an increase of 15% 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 15% increase in population, the 100% ETE for the full EPZ increased by 35 minutes, from 10:05 to 10:40. NRC guidance (CR-I 7002) indicates that emergency planning decisions should be based on the 90% ETEs.

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

6.5.2 Roadway Impact NRC guidance (CR-7002) also requires analysis of a "roadway impact" scenario. For this scenario, a major evacuation route is removed or reduced in capacity. Specifically, one of the 5 highest volume roadways is removed from service, or capacity is reduced by one lane (for a multi-lane, limited-access roadway such as an interstate highway).

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

• GSP NB - 30,900 vehicles

• GSP SB - 28,900 vehicles

• US 9 SB - 15,500 vehicles

• 37 WB - 13,100 vehicles

• US 9/Hooper Ave NB - 12,750 vehicles Predicted traffic volumes by link for the "base case" simulation with the full roadway network are shown in Figure 6-3.

One lane of the highest-volume roadways, GSP SB south of 72, was removed for the roadway impact scenario. The impact location is shown in Figure 6-4. With this lane 6-3

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates unavailable, the ETEs increased from 8:00 (90%) and 10:05 (100%) to 8:25 (90%) and 10:15 (100%). The traffic flow by link for the roadway impact scenario is shown in Figure 6-4. With one lane unavailable, traffic flow will not change on any link since evacuees are not supposed to reroute to other roads.

6.6 Performance Metrics for Simulation Model The performance of VISSIM is assessed using standard metrics, consistent with the guidance provided in CR-7002. Table 6-5 provides a summary of simulation parameters for Winter Day Normal Weather scenario for the full EPZ. The low average speed for evacuating vehicles (6 mph) illustrates the severe congestion that develops in the EPZ along the GSP corridor.

Figure 6-5 illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-6 compares the rate of vehicles loading onto the network to the frequency of departures. Both Figure 6-5 and Figure 6-6 illustrate the consequences of traffic congestion, as the rate of vehicles entering the road network is more rapid than the rate at which vehicles exit from the EPZ.

6.7 ETE for Transit-Dependent, Special Facilities and Schools The ETE for transit-dependent members of the general public is estimated based on the assumption of sequential bus runs for the 26 bus routes published in the Public Information Brochure. Bus route maps are reproduced in Appendix D. An estimated 70 bus trips would be needed to evacuate 1,884 "ambulatory" residents. With bus capacity of 27 and estimated 4 passengers per stop, a bus will be filled after 7 stops for loading. Following this scenario, buses will be dispatched to each route at 15-minute intervals, follow the designated route until full (after 7 stops), and then evacuate the EPZ. A typical route will require 2 or 3 bus runs; the maximum demand route may need 5 buses.

• Typical bus route: 3 buses, first begins at 120 minutes, last at 150 minutes; traverse route (up to 10 miles @ 20 mph = 30 minutes); up to 7 pickup points = 70 minutes; travel out of EPZ (up to 8 miles @ 40 mph = 12 minutes): total evacuation time 232 to 262 minutes

• Maximum bus route: 5 buses, first begins at 120 minutes, last at 180 minutes; traverse route (up to 10 miles @ 20 mph = 30 minutes); up to 7 pickup points = 70 6-4

Exelon Generation V ARCADIS Oyster Creek Evacuation Time Estimates minutes; travel out of EPZ (up to 8 miles @ 40 mph = 12 minutes): total evacuation time 232 to 292 minutes.

For non-ambulatory residents requiring transport, estimated evacuation times will be comparable. For a WC bus with mobilization time of 120 minutes, up to four pickups at 15 minutes each, 15 miles at 20 mph between pickups (45 minutes), and 8 miles travel out of the EPZ at 40 mph (12 minutes), the evacuation time is 237 minutes.

For ambulances with mobilization time of 120 to 240 minutes, making two pickups at 15 minutes each, 10 miles travel at 20 mph between pickups (30 minutes), and 8 miles travel out of the EPZ at 40 mph (12 minutes), estimated evacuation times are 192 to 262 minutes. (With over 100 ambulances and over 200 pickups, assigning and coordinating these trips will be a significant logistical challenge.)

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

ETEs for the general population. Facility-specific estimates are based on a three-step time sequence: (1) mobilization, (2) loading, and (3) travel out of the EPZ. Mobilization and loading times are generally the largest components. At nursing homes and assisted living facilities, each vehicle will require about 15 minutes to load, with multiple vehicles loading simultaneously. With adequate school bus resources available within a few miles north of the EPZ, it will generally require between 90 and 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools.

For travel time, average speeds were estimated for the anticipated evacuation route, based on the traffic simulation for the Winter Day scenario. The simplified stepwise methodology used to determine these estimates provides a typical evacuation time, I rather than an upper bound 100% value.

6-5

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

Affected ERPAs Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas 1,2 2-mile Zone 3:05 3:35 2:40 2:35 2:35 3:10 2:05 2:05 1,2, 3,4,5,6,9 5-mile Zone 5:45 6:40 5:20 5:15 5:15 6:35 4:40 4:40 ALL 10-mile EPZ 8:00 9:15 7:30 7:30 7:50 9:55 7:15 7:15 100% Evacuation of Affected Areas 1,2 2-mile Zone 3:45 4:15 3:20 3:10 3:40 4:35 3:15 3:00 1, 2, 3,4,5, 6, 9 5-mile Zone 7:55 9:05 7:25 7:10 7:15 9:05 6:35 6:30 ALL 10-mile EPZ 10:05 11:40 9:20 9:10 9:50 12:25 9:15 9:10 6-6

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Table 6-2: Evacuation Times for General Population for Keyhole Zones Summer Winter Summerkn Weekend Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening

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

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation Times 1,2,6 SW 5:35 6:25 4:50 4:45 4:50 6:05 4:10 4:15 1, 2, 3 NW 5:10 6:00 3:50 3:50 4:25 5:30 3:55 3:55 1,2, 3,4, 5 NE 5:20 6:10 4:25 4:15 4:40 5:50 4:05 4:10 1, 2, 4, 5, 9 SE 5:05 5:50 3:45 3:45 3:50 4:45 3:20 3:20 1,2,6,10,15,16 SW 7:20 8:30 7:05 7:05 7:30 9:30 6:15 6:15 1,2,3,7,16,17 NW 6:35 7:35 5:50 5:50 6:05 7:35 5:35 5:35 1,2,3,4,5,7,8,11 NE 8:00 9:15 7:30 7:30 7:50 9:55 7:15 7:15 1,2,4,5,6,9,10,12,13,14 SE 6:40 7:35 6:20 6:20 6:05 7:45 5:45 5:45 100% Evacuation Times 1, 2, 6 SW 7:40 8:50 6:45 6:30 6:40 8:20 5:50 5:50 1, 2,3 NW 7:10 8:10 5:25 5:20 6:05 7:35 5:35 5:25 1,2, 3,4, 5 NE 7:20 8:30 6:10 5:50 6:20 7:55 5:45 5:40 1,2,4,5,9 SE 7:00 8:00 5:10 5:10 5:10 6:30 4:45 4:40 1,2,6,10,15,16 SW 9:15 10:45 8:45 8:40 9:25 11:55 7:55 7:55 1,2,3,7,16,17 NW 8:15 9:35 6:50 6:40 5:25 6:50 6:20 6:20 1,2,3,4,5,7,8,11 NE 10:05 11:40 9:20 9:10 9:50 12:25 9:15 9:10 1,2,4,5,6,9,10,12,13,14 SE 8:15 9:35 7:50 7:45 7:30 9:25 7:05 7:05 6-7

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Table 6-3: Results for Staged Evacuation for 5-Mile Downwind Zones (Stage I ends at 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 35 minutes)

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

Affected ERPAs1t Weather: Normal Adverse Normal NNormal Normal Adverse Normal Normal 90% Evacuation of Affected Areas 1, 2, 6 SW 5:45 6:40 5:00 4:55 5:00 6:15 4:20 4:20 1,2,3 NW 5:20 6:10 4:00 4:00 4:35 5:45 4:05 4:05 1,2, 3,4,5 NE 5:35 6:25 4:35 4:25 4:50 6:00 4:10 4:20 1, 2,4, 5, 9 SE 5:15 6:00 3:50 3:55 3:55 4:55 3:30 3:30 100% Evacuation of Affected Areas 1,2,6 SW 7:55 9:10 7:00 6:45 6:55 8:35 6:05 6:00 1,2,3 NW 7:20 8:30 5:35 5:30 6:15 7:50 5:45 5:35 1, 2, 3, 4, 5 NE 7:35 8:45 6:20 6:00 6:35 8:15 5:55 5:55 1, 2, 4, 5, 9 SE 7:15 8:20 5:20 5:20 5:25 6:45 4:55 4:50 6-8

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Stage 2 departure times - Oyster Creek C

o U

W om.8 0.6

. 0.4

__lIE I/

I'-. Z

-resident

-resident worker schools day night I/I 4-

- special E

E 0.2

-transit depend 0

0 50 100 150 200 250 time (minutes)

Figure 6-1. Departure Curves for Stage 2 Zones, Oyster Creek 6-9

Exelon Generation Q ARCADIS Oyster Creek Evacuation Time Estimates Oyster Creek--Population Growth vs ETE (Full EPZ-90% ETE) 8:35 8:30 y = 0.1111x + 0.3331 R' = 0.995 8:25 8:20 E

8:15

• 10mile

-Upper 8:10 8:05 *- Linear (10mile) 8:00 7:55 0% 5% 10% 15% 20%

Pop Increase %

Figure 6-2. Oyster Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-10

Exelon Generation Q ARCADIS Oyster Creek Evacuation Time Estimates I1SLi 11.52 PTV AG OC SCIDmr jieetM am: 16.08.2012 Figure 6-3. Oyster Creek Predicted Traffic Volume by Link with Full Network (Summer Weekday, Normal Weather, Full EPZ) 6-11

Exelon Generation Q ARCADIS Oyster Creek Evacuation Time Estimates Figure 6-4. Oyster Creek Predicted Traffic Volume by Link with GSP SB south of 72 Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-12

Exelon Generation Q ARCADIS Oyster Creek Evacuation Time Estimates Exiting Vehicles by hour 5000 i4000

,3 3000

' 2000 0

O-1000 4-,

0)

.0 E 0 z

Simulation Time 10-mile: 90% ETE =7:50, 100% =9:50m ilM5ie0EP Figure 6-5. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-13

Exelon Generation ARCADIS Oyster Creek Evacuation Time Estimates Mobilization vs. ETE 100,000 90,000 80,000 70,000 5 60,000 0 50,000 n 40,000 E

z 30,000 20,000 10,000 0

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

- Simulation - Mobilization Figure 6-6. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 86,225) 6-14

Exelon Generation 0 ARCADIS Oyster Creek Evacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Network Parameter All Vehicles Background/Shadow Evacuation Traffic Avg Delay (s) 17,990 10,994 20,860 Avg Stop Delay (s) 11,236 9,195 12,073 Avg # of Stops 2,534 808 3,243 Avg Speed (mph) 6.4 8.3 6.0 Avg Travel Time (min) 250 207 264 6-15

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

Vehicles* Distance Outbound Travel Mobilization Loading Dta OtuTTime to ETE

1. Type Time (min) (me Boundary Speed Boundary (min)

(min) (mi) (mph) Bmd)

(min)

Southern Ocean County Hospital 156 8 Ambulance 120 to 150 30 3 41.6 4 154-184 Barnegat Nursing Center 115 3 Ambulance 120 30 7 41.6 10 160 Bayville Manor 60 1 Ambulance 120 30 5 35.6 8 158 Crystal Lake Healthcare and Rehab 225 3 Ambulance 120 30 6.5 35.6 11 161 Manahawkin Convalescent Center 105 3 Ambulance 120 30 3 41.6 4 154 Southern Ocean Nursing & Rehab 136 4 Ambulance 120 30 3 41.6 4 154 Spring Oak Assisted Living 104 1 Ambulance 120 30 8.5 35.6 14 164 Summerville at Stafford Assisted Living 94 3 Ambulance 120 30 2 5.7 21 171 Tallwoods Care Center 180 3 Ambulance 120 30 6.5 35.6 11 161 Anchor House 10 1 Van 90 30 8 35.6 13 133 Ocean County Jail (inmates) 400 16 Bus 120 60 1.5 5.7 16 196

• For facilities with both ambulatory and non-ambulatory residents, the longer evacuation times for non-ambulatory are shown.

6-16

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

Vehicles DsactoTravel Time Mobilization Loading Distance to Outbound Toael ime Time Time Travel to EPZ ETE Facility Population

1. Type (min) (min) Boundary Speed (mph) Boundary (min)

_(mi) (min)

Frederick Priff 242 4 Bus 90 30 11 39.7 17 137 Barnegat High School 1,160 19 Bus 120 45 8 41.6 12 177 Collins Elem School 769 13 Bus 120 45 7 41.6 10 175 Joseph Donahue Elem School 340 6 Bus 90 30 8 41.6 12 132 Horbelt Elem School 470 8 Bus 120 45 7 41.6 10 175 Brackman Middle School 881 14 Bus 120 45 7 41.6 10 175 Waretown Elem School 362 6 Bus 120 45 11 39.7 17 182 Dunfee Elem School 388 6 Bus 120 45 7 41.6 10 175 Ocean Co Votech 296 5 Bus 90 30 9 41.6 13 133 Lacey Twp MS 862 14 Bus 120 45 9.5 35.6 16 181 Forked River Elem School 602 10 Bus 120 45 9.5 35.6 16 181 Cedar Creek Elem School 675 11 Bus 120 45 8 35.6 13 178 LaceyTwp HS 1,755 29 Bus 120 45 8 35.6 13 178 Lanoka Harbor Elem School 703 12 Bus 120 45 8 35.6 13 178 Mill Pond School 854 14 Bus 120 45 8 35.6 13 178 All Saints Regional 444 7 Bus 120 45 1.5 15.5 6 171 Lighthouse Christian Academy 85 1 Bus 60 15 2 15.5 8 83 McKinley Ave Elem School 786 13 Bus 120 45 2 15.5 8 173 Southern Regional HS 2,302 38 Bus 120 45 2.5 15.5 10 175 Southern Regional MS 1,125 18 Bus 120 45 2 15.5 8 173 Stafford Elem. (Oxycocus) 270 4 Bus 90 30 1.5 15.5 6 126 6-17

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

Vehicles Mobilization Loading Distance to Outbound Travel Time

' ~~EPZ Travel tto EPZP T ETE Facility Population Time Time

1. Type (min) (min) Boundary Speed (mph) Boundary (min)

(mi) (min)

Stafford Intermediate 812 13 Bus 120 45 2 15.5 8 173 Ocean Acres Elem School 579 10 Bus 120 45 2 15.5 8 173 OC VOTECH MATES 217 4 Bus 90 30 2 15.5 8 128 Meinders Primary Learning Center 324 5 Bus 90 30 2 15.5 8 128 Central HS/MS 2,118 35 Bus 120 45 5 35.6 8 173 Berkeley Twp Elementary 581 10 Bus 120 45 5 35.6 8 173 H&M Potter School 506 8 Bus 120 45 5 35.6 8 173 Bayville Elem School 530 9 Bus 120 45 5 35.6 8 173 Clara Worth School 544 9 Bus 120 45 6.5 35.6 11 176 Ocean Gate Elem School 165 3 Bus 90 30 6 16.4 22 142 Pine Beach Elem School 648 11 Bus 120 45 3 15.7 11 176 Beachwood Elem School 396 6 Bus 120 45 2 5.7 21 186 South Toms River ES 396 6 Bus 120 45 1 5.7 10 175 Washington Elem School 402 7 Bus 120 45 1 5.7 10 175 Mon Donovan/St Joseph's 1,996 33 Bus 120 45 1 5.7 10 175 Toms River HS South 1,767 29 Bus 120 45 1 5.7 10 175 Island Heights School 126 2 Bus 90 30 3.5 47.8 4 124 Ambassador Christian Academy 139 2 Bus 90 30 1 5.7 10 130 Seaside Park Elem School 88 1 Bus 60 15 8 47.8 10 85 6-18

ARCADIS Exelon Generation Oyster Creek

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 Oyster Creek EPZ. The traffic control plan for the EPZ was reviewed to confirm that traffic management will be implemented at key intersections on all designated evacuation routes. Predicted queuing at high-volume intersections inside the EPZ is summarized in Table 7-1. The results indicate that average queue length exceeds 700 feet at all ten intersections.

The top five intersections have average queue length of more than 1,300 feet (1/4 mile). Two of the top 4 intersections are located outside the EPZ, in the vicinity of reception centers. Six intersections are located south of OCNGS, in Manahawkin and Barnegat Township. One is located in Forked River, within 2 miles north of OCNGS, and one is located near the northern boundary of the EPZ in Toms River.

7.2 Evacuation Access Control Locations Access control measures were not specifically addressed in the conduct of this study.

Background traffic within the EPZ was not found to be a significant contributor to traffic congestion during the early stages of evacuation.

7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulations show severe queuing inside the EPZ along the GSP corridor north and south of OCNGS. Traffic backs up at most of the ramps providing access to I GSP. The maps in Appendix E of predicted average speed by hour on roadway links clearly illustrate how the pattern of congestion evolves during a full-EPZ evacuation scenario. Travel speeds on key routes drop below 20 mph within the first two hours, and that congestion persists for the next 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br />.

Traffic management measures to promote additional traffic flow to the west of the EPZ and north on County 539 or west on Hwy 37, then north on Highway 70 may provide an alternative to relieve some of this congestion. The speed maps do not indicate significant congestion along those routes.

7-1

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

GSP SB exit ramp to County Road 539 Ramp OUT Tuckerton Ramp 1,587 18,184 US-9 WB Merge to GSP NB Ramp border Toms River Ramp 1,548 20,534 Bamegat Rd (SR 72 EB) merge to GSP SB T IN Manahawkin Signalized 1,537 8,370 GSP NB Exit 90 to County Road 549 Ramp OUT Brick Ramp 1,416 5,304 Barnegat Rd (SR72 WB) exit ramp to US-9 SB Ramp IN Manahawkin Ramp 1,318 2,490 Barnegat Rd (SR 72 WB) merge to GSP SB Ramp IN Manahawkin Ramp 1,210 4,552 Lacey Rd / Deerhead Lake Dr. 4 leg IN Forked River Signalized 975 10,872 County Road 554 (W. Bay Ave) to GSP SB 4 leg IN Bamegat Signalized 954 13,726 County Road 554 (W. Bay Ave) / Barnegat Blvd 4 leg IN Barnegat Signalized 723 9,299 US-9 / SR 180 (E. Bay Ave) 4 leg IN Manahawkin Signalized 713 5,896 7-2

Exelon Generation Oyster Creek V ARCADIS Evacuation Time Estimates

8. References Earth Tech, 2003: Evacuation Time Estimates for the Plume Exposure Pathway Emergency Planning Zone - Oyster Creek Nuclear Generating Station, prepared by Earth Tech, Inc. for Exelon Nuclear, February 2003.

NJOEM, 2012: Emergency Planning for Oyster Creek Generating Station, public information brochure prepared by New Jersey Office of Emergency Management and Exelon Generation, 2012/2013 edition.

NJOEM, 2009: "DEMSTAT 2009" document with statistics on the evacuating population by wind direction sector for the Oyster Creek EPZ.

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

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

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

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.

8-1

ARCADIS Appendix A Transient and Special Facility Population Data

B-A .Legend

.. 1 __ ,Facility Type

• EMPLOYMENT

• RECREAllON

ývw. -LM* MOTEL

• Q1-6--e !Base Data Legend W Oyster Creek Plant

' I 10 Miles from Plant ERPA 8 Township Boundary Sub-Area Boundary rw EPZ Boundary 0 2 4 Lilies 7o TUýAF ca 17 ARCADIS OYSTER CREEWER, eT_w Appendix A - Page 1 of 7

/÷

- "ý Pý I -I& j4r F-- - --

lcý C-k ft-5--d

-Y-Qý ft- A I

Legend IAVIE Facility Type

• SCHOOL A DAYCARE

+ SPECIAL Base Data Legend 3t Oyster Creek Plant I"" "* 10 Miles from Plant E.- Township Boundary Sub-Area Boundary

[*-EPZ Boundary 0 2 MIl

\ .

ARCADIS I-EEO Sib Lo/on amn m ENRTO OYSTER CREEK GENERATING SSTATION POPULATION DIjWBjjO -ERP Appendb(A - Pag. 2 of 7

Table A.1 Major Employers in Oyster Creek EPZ winter summer Employer city/town ERPA day nightI weekend day I night I weekend Pryce Brothers Woodworking BAYVILLE 10 50 0 0 50 0 0 Urner Barry Printing & Mailing BAYVILLE 10 50 0 0 50 0 0 Parks & Recreation Dept BAYVILLE 10 25 15 10 35 20 15 Ocean Mental Health Svc BAYVILLE 10 120 15 15 120 15 15 Ocean County Utilities BAYVILLE 10 200 18 18 200 18 18 Exelon Generation FORKED RIVER 1 350 100 100 350 100 100 Charlie Browns Acquisition FORKED RIVER 1 65 0 0 65 0 0 Lacey Food Bank Inc FORKED RIVER 6 55 0 0 55 0 0 Causeway Ford MANAHAWKIN 7 101 50 50 101 50 50 Stafford Medical Pa MANAHAWKI N 8 55 0 0 55 0 0 Radiology South Cnty Hosp MANAHAWKI N 8 64 4 4 64 4 4 Compass Healthcare Inc MANAHAWKIN 8 150 0 0 150 0 0 Ocean County Social Svc Board MANAHAWKI N 11 69 0 0 69 0 0 Showcase Publication TOMS RIVER 15 60 0 0 60 0 0 Toms River MUA TOMS RIVER 15 55 0 0 55 0 0 Fun Attractions USA Mfr TOMS RIVER 10 70 0 0 70 0 0 Gateway Toyota-Scion TOMS RIVER 15 50 25 25 50 25 25 Pinebelt Cadillac-Oldsmobile TOMS RIVER 15 125 75 75 125 75 75 Conner Strong TOMS RIVER 15 65 0 0 65 0 0 Susskind & Almallah Eye TOMS RIVER 15 50 0 0 50 0 0 Ocean Mental Health Svc TOMS RIVER 15 50 0 0 50 0 0 Community Medical Ctr Lab TOMS RIVER 15 138 23 23 138 23 23 Midpoint Health Care Svc Inc TOMS RIVER 15 50 0 0 50 0 0 Ocean County Library TOMS RIVER 15 150 50 50 150 50 50 Ocean Inc Head Start Program TOMS RIVER 15 100 0 0 100 0 0 Ocean Community Econ Actn TOMS RIVER 15 100 0 0 100 0 0 Ocean County Clerk's Ofc TOMS RIVER 15 62 0 0 62 0 0 Ocean County-New Jersey TOMS RIVER 15 50 0 0 50 0 0 Ocean County Courthouse TOMS RIVER 15 200 0 0 200 0 0 Prosecutor's Office TOMS RIVER 15 165 0 0 165 0 0 Dover Twp Municipal Offices TOMS RIVER 15 100 0 0 100 0 0 Superior Court Family Div TOMS RIVER 15 60 10 10 60 10 10 FSN Bank TOMS RIVER 15 60 0 0 60 0 0 Waste Management Inc WARETOWN 2 60 15 15 60 15 15 Skipper Cove Beach Club WARETOWN 2 0 0 15 45 30 45

Table A.2 Motels, Recreation Facilities and Shopping Districts in Oyster Creek EPZ population vehicles winter summer winter summer Week- Week- Week- Week-City/Town Facility Name Facility type ERPA Day Night end Day Night end Day Night end Day Night lend Barnegat Brookville Campground campground 4 0 0 45 45 45 180 0 0 30 30 30 90 Barnegat Jos Citta Boy Scout Res campground 4 0 0 48 240 240 240 0 0 8 32 32 32 Barnegat Ocean Cnty Girl Scout Camp campground 4 0 0 48 240 240 240 0 0 4 15 15 15 Barnegat Scrubbie Pines Campground campground 8 0 0 54 54 54 214 0 0 27 27 27 107 Bayville Cedar Creek Campground campground 10 30 30 120 270 270 540 15 15 60 180 180 270 Barnegat Barnegat Motel motel 7 0 0 15 30 30 45 0 0 10 15 15 15 Barnegat Light Minerva's by the Sea motel 17 0 0 30 50 50 50 0 0 15 25 25 25 Barnegat Light White Whale motel 17 0 0 10 20 20 20 0 0 5 10 10 10 Forked River Bay Harbour Motor Lodge motel 1 0 0 15 30 30 50 0 0 10 20 20 25 Forked River Lacey Inn Motel motel 6 0 0 21 56 56 70 0 0 14 28 28 35 Toms River Red Roof Inn motel 15 50 50 75 100 100 150 50 50 50 50 50 60 Toms River Rodeway Inn motel 15 27 27 41 54 54 68 27 27 27 27 27 32 Toms River Comfort Inn motel 15 50 50 75 100 100 150 50 50 50 50 50 60 Toms River Clarion Hotel (Quality Inn) motel 15 100 100 150 200 200 300 100 100 100 100 100 125 Waretown SeaPine Motor Inn motel 2 0 0 24 62 62 92 0 0 18 31 31 46 Barnegat Light Viking Village shopping 17 0 0 80 160 160 200 0 0 40 80 80 100 Lanoka Harbor Lacey Township Rte 9 shopping 6 224 448 448 224 448 448 160 320 320 160 320 320 Manahawkin Rte 72 west of GSP shopping 7 392 784 784 392 784 784 280 560 560 182 364 364 Manahawkin Rte 72 east of GSP shopping 7 1400 2800 2800 1400 2800 2800 650 1300 1300 650 1300 1300 Toms River Rte 37 & Rte 166 shopping 14 224 448 448 224 448 448 120 240 240 120 240 240 Island Beach Island Beach State Park Lot 1 state park 16 200 0 1000 3500 0 3500 100 0 500 1000 0 1000 Island Beach Island Beach State Park Lot 2 state park 16 200 0 1000 3500 0 3500 100 0 500 1000 0 1000 Island Beach Island Beach State Park Lot 3 state park 16 100 0 500 1750 0 1750 50 0 250 500 0 500 Island Beach Island Beach State Park Lot 4 state park 16 100 1 0 500 117501 0 117501 50 0 250 500 0 500

-I ~ -

Appendix A - Page 4 of 7

Table A.3 Data for Schools in Oyster Creek EPZ popu-School iCity/town ERPA Istudent staff Ilation Ivehicle bus Frederick Priff Waretown 218 24 242 16 4 Barnegat High School Barnegat 1040 120 1160 82 19 Collins Elem School Barnegat 697 72 769 46 13 Joseph Donahue Elem School Barnegat 308 32 340 20 6 Horbelt Elem School Barnegat 425 45 470 29 8 Brackman Middle School Barnegat 797 84 881 56 14 Waretown Elem School Waretown 326 36 362 24 6 Dunfee Elem School Barnegat 350 38 388 26 6 Ocean Co Votech Waretown 266 30 296 20 5 Lacey Twp MS Forked River 778 84 862 56 14 Forked River Elem School Forked River 542 60 602 40 10 Cedar Creek Elem School Lanoka Harbor 611 64 675 42 11 Lacey Twp HS Lanoka Harbor 1585 170 1755 112 29 Lanoka Harbor Elem School Lanoka Harbor 635 68 703 44 12 Mill Pond School Lanoka Harbor 772 82 854 54 14 All Saints Regional Manahawkin 400 44 444 30 7 Lighthouse Christian Academy Manahawkin 76 9 85 7 1 McKinley Ave Elem School Manahawkin 706 80 786 54 13 Southern Regional HS Manahawkin 2072 230 2302 154 38 Southern Regional MS Manahawkin 1015 110 1125 74 18 Stafford Elem. (Oxycocus) Manahawkin 244 26 270 18 4 Stafford Intermediate Manahawkin 735 77 812 51 13 Ocean Acres Elem School Manahawkin 523 56 579 36 10 OC VOTECH MATES Manahawkin 195 22 217 14 4 Meinders Primary Learning Ctr Manahawkin 292 32 324 22 5 Central HS/MS Bayville 1908 210 2118 140 35 Berkeley Twp Elementary Bayville 527 54 581 34 10 H&M Potter School Bayville 456 50 506 34 8 Bayville Elem School Bayville 478 52 530 34 9 Clara Worth School Berkeley 491 53 544 35 9 Ocean Gate Elem School Ocean Gate 149 16 165 10 3 Pine Beach Elem School Pine Beach 584 64 648 42 11 Beachwood Elem School Beachwood 356 40 396 28 6 South Toms River ES Toms River 356 40 396 28 6 Washington Elem School Toms River 362 40 402 26 7 Mon Donovan/St Joseph's Toms River 1798 198 1996 132 33 Toms River HS South Toms River 1591 176 1767 118 29 Island Heights School Island Heights 114 12 126 8 2 Ambassador Christian Toms River 125 Academy 14 139 10 2 Seaside Park Elem School Seaside Park 16 79 9 88 7 1 Appendix A - Page 5 of 7

Table A.4 Institutional Davcare Facilities in Oyster Creek EPZ population vehicles Daycare JCity or town ERPA Ichildren I staff I winter I summerl winter Isummer Gingerbread House Child Care Ocean 2 42 6 48 38 6 5 Noah's Arc Day School Ocean 2 80 10 90 72 10 8 Barnegat Community PS Center Barnegat 3 20 4 24 19 4 3 The Learning Academy Barnegat 3 60 8 68 54 8 6 Baby Angels Childcare Center Manahawkin 6 45 6 51 41 6 5 First Adventure Learning Center Forked River 6 60 8 68 54 8 6 Forever Young Nursery Forked River 6 97 12 109 87 12 10 Forever Young Infants & Toddler Lacey 6 30 5 35 28 5 4 Land of Oz Forked River 6 60 8 68 54 8 6 Precious Journey Preschool Forked River 6 28 5 33 26 5 4 The Goddard School Forked River 6 128 14 142 114 14 11 Happy Days Preschool Lacey 6 34 5 39 31 5 4 Little Angels Day Care Lacey 6 97 12 109 87 12 10 Bright Start Nursery School Barnegat 7 62 8 70 56 8 6 Saleem Abdullah Center Barnegat 7 28 5 33 26 5 4 Treasured Angels Barnegat 7 66 9 75 60 9 7 Manahawkin Methodist Preschool Manahawkin 7 46 6 52 42 6 5 Happy Days South Manahawkin 8 39 6 45 36 6 5 Magic Moments Child Care Manahawkin 8 99 12 Ill 89 12 10 Southern Ocean Preschool Manahawkin 8 75 10 85 68 10 8 Bright Start Nursery School Manahawkin 8 56 8 64 51 8 6 Bayville Preschool Bayville 10 30 5 35 28 5 4 Hill Crest Academy Bayville 10 120 14 134 107 14 11 NRS Academy Bayville 10 60 8 68 54 8 6 Red Apple Country Day School Bayville 10 48 6 54 43 6 5 The Learning ED Center Bayville 10 196 22 218 174 22 18 Wonder Years Childcare Bayville 10 45 6 51 41 6 5 Beachwood Nursery Beachwood 10 49 7 56 45 7 6 Humpty Dumpty Day Care Beachwood 10 29 5 34 27 5 4 Busy Bees Beachwood 10 40 6 46 37 6 5 Care-A-Lot Beachwood 10 25 5 30 24 5 4 Berkeley Head Start So. Toms River 14 20 4 24 19 4 3 OC Community Development So. Toms River 14 106 12 118 94 12 10 Chesterbrook Academy Toms River 14 163 18 181 145 18 14 Rising Stars Learning Center Toms River 14 55 7 62 50 7 6 The Learning Experience So. Toms River 14 170 18 188 150 18 14 Ring Around the Rosie Toms River 15 59 8 67 54 8 6 Cherry Lane Child Care Toms River 15 155 17 172 138 17 14 h I~i Appendix A - Page 6 of 7

Table A.5 Health Care and Institutional Special Facilities in Oyster Creek EPZ population vehicles Licensed non- night, night, bus or Facility Name ERPA Beds ambulatory staff day weekend day weekend ambulance van Southern Ocean County Hospital 8 156 16 1250 1006 256 750 32 8 6 Barnegat Nursing Center 7 115 6 122 177 127 32 17 3 5 Bayville Manor 10 60 2 45 81 66 15 8 1 4 Crystal Lake Healthcare and Rehab 10 225 6 210 339 249 160 28 3 9 Manahawkin Convalescent Center 8 105 5 120 177 117 47 16 3 4 Southern Ocean Nursing & Rehab Center 11 136 7 170 250 150 80 21 4 5 Spring Oak Assisted Living at Forked River 6 104 2 50 122 112 15 12 1 4 Summerville at Stafford Assisted Living 11 94 5 75 148 104 65 15 3 5 Tallwoods Care Center 10 180 5 220 320 200 123 23 3 7 Anchor House 10 10 0 12 14 12 4 4 0 1 Ocean County Jail (inmates) 15 400 0 150 430 430 16 16 0 17 Appendix A - Page 7 of 7

ARCADIS Appendix B Telephone Survey of EPZ Residents

Oyster Creek EPZ Summary of Telephone Survey Results completed surveys 375 census 2010 SURVEY age for head adjustment Demographic Age Mix Response of household factor total population 142743 (percent) (percent) total HH 55287 persons per HH 2.58 under24 0.80 1.22 1.98 25-34 1.87 9.30 1.98 Results (after adjustment) 35-44 8.00 16.26 1.98 vehicles used to evacuate 45-54 13.60 21.15 1.98 when all at home 1.40 55-64 21.60 18.94 0.88 fraction taking 1 vehicle 0.68 65-74 25.07 16.17 0.61 fraction taking 2 veh 0.25 75 and over 29.07 16.95 0.61 fraction taking 3 or more 0.07 Work Outside Home (% of HH) one or more work outside 66.4 Of those who work outside percent take vehicle 91.9 depart direct 21.4 stay outside EPZ 18.4 return home 60.2 one returns 36.5 2 or more return 23.6 Work Shifts (percent)

Weekday 74.5 Swing shift 7.3 Graveyard 5.0 evening/weekend 2.4 rotate 10.9 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 0.69 0.21 0.03 0.03 0.04 travel home 0.47 0.33 0.09 0.05 0.06 depart after work return 0.34 0.35 0.18 0.10 0.03 0 to 20 20 to 40 40 to 60 60 to 90 > 90 depart (all at home) 0.28 0.41 0.19 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 callingfrom MDC Research, a public opinionfirm. We are conducting a briefsurvey to gather informationfrom households in your area about emergency responseplanning, and we'd like to include your opinions. This survey is being conducted on behalfof the (insertfacility name) Nuclear Facility,and will take approximately 5 minutes to complete. We are not trying to sell you anything. The informationgatheredfrom this survey will help local agencies more effectively provide community assistanceshould an emergency situationarise.

Can 1please 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 I ©201 I. 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 ©2011. Market Decisions Corporation Appendix B - Page 3 of 7

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?

1 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) 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 Arcadis Exelon 3 ©2011. Market Decisions Corporation Appendix B - Page 4 of 7

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) 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 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 QI1 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 ©2011. Market Decisions Corporation Appendix B - Page 5 of 7

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 Less than 20 minutes to depart 2 20 to 40 minutes to depart 3 40 to 60 minutes to depart 4 60 to 90 minutes to depart; or 5 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 Q14 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 Yes 2 No - SKIP TO Q15 9 (DO NOT READ) Refused Q 14A (ASK IF Q 14= 1) How many of your <insert Q I 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 Spring 2 Summer 3 Fall 4 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 Yes 2 No Arcadis Exelon 5. ©201 1. 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 ©2011. Market Decisions Corporation Appendix B - Page 7 of 7

ARCADIS Appendix C Roadway Network Map and Data Table

679 10 Man.

Roadway Network for Oyster Creek Station ETE Analysis August 2012 Legend I Oyster Creek Station

,\ Nodes Road Classification Freeway

- Principal Arterial

- Major Arterial

_____Minor Arterial

_____ !Collector

---

Local Rd Oyster Creek EPZ

% ARCADIS Infrastructlu Water. Fwrnmient Buildings 2 Exel6n.

Appendix C Oyster Creek NGS Appedix Network Oyter Data Table reekNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______________(ml) Width (ft) Lanes ___________ Rate (veh/hr) ____

1____ 91 92 0.23 11 1 Principal Arterial 1700 45 2 92 91 0.23 11 1 Principal Arterial 1700 45 3 92 93 0.088 11 1 Principal Arterial 1700 45 4 93 92 0.088 11 1 Principal Arterial 1700 45 5 93 94 0.187 11 2 Major Arterial 3200 45 6 94 93 0.187 11 2 Major Arterial 3200 45 7 94 95 0.201 11 2 Major Arterial 3200 45 8 95 94 0.201 11 2 Major Arterial 3200 45 9 92 94 0.46 11 1 Collector / Local Road 1700 40 10 103 102 0.437 12 1 Ramp 1500 35 11 102 105 0.248 12 1 Ramp 1500 35 12 105 106 0.026 11 1 Minor Arterial 1700 40 13 107 105 0.086 11 1 Collector /LocaliRoad 1700 40 14 106 107 0.067 11 1 Major Arterial 1700 45 15 107 106 0.067 11 1 Major Arterial 1700 45 16 109 110 0.536 12 1 Ramp 1500 35 17 106 ill 0.071 11 1 Major Arterial 1700 45 18 ill 106 0.071 11 1 Major Arterial 1700 45 19 113 112 0.098 11 1 Minor Arterial 1700 40 20 120 121 0.087 11 1 Major Arterial 1700 45 21 121 120 0.087 11 1 Major Arterial 1700 45 22 121 122 0.116 11 1 Major Arterial 1700 45 23 122 121 0.116 11 1 Major Arterial 1700 45 24 120 122 0.126 11 1 Minor Arterial 1700 40 25 12-5 126 0.366 12 1 Major Arterial 1700 35 26 126 125 0.366 12 1 Major Arterial 1700 35 27 125 131 0.555 11 1 Minor Arterial 1700 40 28 131 125 0.555 11 1 Minor Arterial 1700 40 29 131 132 0.42 11 1 Major Arterial 1700 45 30 132 131 0.42 11 1 Major Arterial 1700 45 31 134 135 0.199 11 1 Major Arterial 1700 40 32 135 134 0.199 11 1 Major Arterial 1700 40 33 140 141 0.518 12 1 Ramp 1500 20 34 154 155 0.164 11 1 Major Arterial 1700 45 35 155 154 0.164 11 1 Major Arterial 1700 45 36 154 156 0.153 11 1 Major Arterial 1700 45 37 156 154 0.153 11 1 Major Arterial 1700 45 38 154 157 0.123 11 1 Major Arterial 1700 45 39 157 154 0.123 11 1 Major Arterial 1700 45 40 154 158 0.104 11 1 Major Arterial 1700 45 41 158 154 0.104 11 1 Major Arterial 1700 45 42 159 160 1.656 11 2 Principal Arterial 3300 45 43 160 159 1.656 11 2 Principal Arterial 3300 45 44 161 162 1.022 11 2 Principal Arterial 3300 45 45 162 161 1.022 11 2 Principal Arterial 3300 45 46 163 164 0.088 11 1 Major Arterial 1700 45 47 164 163 0.088 11 1 Major Arterial 1700 45 48 163 165 0.081 11 1 Major Arterial 1700 45 49 165 163 0.081 11 1 Major Arterial 1700 45 50 166 167 0.081 11 1 Major Arterial 1700 45 51 167 166 0.081 11 1 Major Arterial 1700 45 52 171 172 0.209 11 1 Principal Arterial 1700 45 53 172 171 0.209 11 1 Principal Arterial 1700 45 54 171 173 0.442 11 1 Collector/ Local Road 1700 40 55 173 171 0.442 11 1 Collector/ Local Road 1700 40 56 166 174 1.05 11 1 Major Arterial 1700 45 Page 1 of 46 Appendix C- Page 2 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Lnt Lae Nm rof Roadway Typo auainFo FFS (mph)

- ________ (mi) Width (ft) Lanes ___________ Rate (vehlhr) -

57 174 166 1.05 11 1 Major Arterial 1700 45 _

58 174 175 0.112 11 1 Major Arterial 1700 45 _

59 175 174 0.112 11 1 Major Arterial 1700 45 60 161 177 1.166 11 1 Ramp 1500 55 61 181 184 0,558 11 2 Major Arterial 3400 50 62 184 181 0.558 11 2 Major Arterial 3400 50 63 182 185 0.249 12 1 Ramp 1500 35 64 185 182 0.249 12 1 Ramp 1500 35 65 186 184 0.153 11 2 Principal Arterial 3600 50 66 187 185 0.085 12 1 Ramp 1500 35 67 188 184 0.147 12 1 Ramp 1500 35 _

68 186 188 0.081 12 1 Ramp 1500 35 _

69 187 189 0.157 11 2 Principal Arterial 3600 50 70 185 189 0.143 12 1 Ramp 1500 35 71 189 190 0.104 11 2 Principal Arterial 3600 50 72 178 198 2.509 11 2 Major Arterial 3200 45 73 198 178 2.509 11 2 Major Arterial 3200 45 74 200 201 0.286 11 1 Major Arterial 1700 50 75 201 200 0.286 11 1 Major Arterial 1700 50 76 200 205 0.679 11 1 Major Arterial 1200 50 77 205 200 0.679 11 1 Major Arterial 1200 50 78 217 218 1.482 11 1 Major Arterial 1700 45 79 218 217 1.482 11 1 Major Arterial 1700 45 80 217 224 0.896 11 1 Major Arterial 1700 45 81 224 217 0.896 11 1 Major Arterial 1700 45 _

82 225 226 0.122 12 2 Major Arterial 2700 35 _

83 226 225 0.122 12 2 Major Arterial 2700 35 84 226 229 0.312 11 1 Minor Arterial 1700 40 85 227 230 0.089 11 2 Major Arterial 3400 50 86 230 227 0.089 11 2 Major Arterial 3400 50 _

87 223 231 0.872 11 1 Major Arterial 1700 45 _

88 231 223 0.872 11 1 Major Arterial 1700 45 89 1 232 233 0.395 11 2 Major Arterial 3200 45 90 233 232 0.395 11 2 Major Arterial 3200 45 91 236 235 0.213 12 2 Major Arterial 2700 35 _

92 236 237 0.089 11 1 Major Arterial 1700 50 _

93 235 237 0.231 12 2 Major Arterial 2700 35 _

94 1 240 241 0.164 11 1 Major Arterial 1700 50 95 242 243 0.006 11 1 Collector/I Local Road 1700 40 96 243 242 0.006 11 1 Collector I Local Road 1700 40 97 237 244 0.116 11 1 Major Arterial 1700 50 98 245 240 0.117 11 1 Principal Arterial 1700 50 99 245 241 0.038 11 1 Major Arterial 1700 50 100 244 245 0.175 11 1 Principal Arterial 1700 50 101 239 246 0.179 11 1 Major Arterial 1700 45 _

102 247 245 0.04 11 1 Major Arterial 1700 50 _

103 248 239 0.161 11 1 Major Arterial 1700 45 104 248 246 0.109 11 1 Major Arterial 1700 45 105 234 249 0.454 11 1 Major Arterial 1700 45 106 249 234 0.454 11 1 Major Arterial 1700 45 107 250 251 0.189 11 1 Minor Arterial 1700 40 _

108 1 253 250 0.259 11 1 Minor Arterial 1700 40 109 254 253 0.084 11 1 Major Arterial 1700 45 110 255 254 0.13 11 1 Major Arterial 1700 45 ill 257 254 0.23 11 1 Major Arterial 1700 45 112 255 257 0.173 11 1 Major Arterial 1700 45 113 259 1 260 0.718 11 1 1 Principal Arterial 1700 50 Page 2 of 46 Appendix C - Page 3 of 63

Appendix C Oyster Creek NGS AppedixNetwork OyterData Table reekNGSRoadway LikUNd -oe Length Lane Number of Roda ye Saturation Flow F(mh LinU-Nde

1. D-Nde (ml) Width (ft) Lanes Roda ye Rate (vehlhQ) F5 mh 114 260 259 0.718 11 1 Principal Arterial 1700 50 115 265 266 0.146 11 2 Majo~tra 3400 5 116 266 265 0.146 11 2 Major Arterial 3400 50 117 266 267 0.114 11 2 Major Arterial 3400 50 118 267 266 0.114 11 2 Major Arterial 3400 50 119 268 265 0.2 11 1 Minor Arterial 1700 40 120 266 268 0.12 11 2 Major Arterial 3400 50 121 268 266 0.12 11 1 Major Arterial 1700 50 122 275 276 0.295 11 2 Principal Arterial 3600 50 123 276 275 0.295 11 2 Principal Arterial 3600 50 124 278 279 0.162 10 1 Collector / Local Road 800 15 125 278 280 0.244 11 2 Major Arterial 3400 50 126 280 278 0.244 11 2 Major Arterial 3400 50 127 279 280 0.161 10__ 1 Collector /Local Road 800 15 128 280 279 0.161 10 1 Collector! Local Road 800 15 129 283 288 1.163 11 1 Minor Arterial 1700 40 130 288 283 1.163 11 1 Minor Arterial 1700 40 131 286 291 0.88 12 1 Ramp 1500 35 132 290 292 0.193 11 3 Major Arterial 5100 50 133 292 290 0.193 11 3 Major Arterial 5100 50 134 293 285 1.269 1 12 1 Ramp 1500 35 135 289 293 0.41 11 1 Major Arterial 1700 50 136 293 289 0.41 11 1 Major Arterial 1700 50 137 290 294 0.383 10 1 Collector! Local Road 800 15 138 292 294 0.144 10 2 Collector /Local Road 1600 15 139 294 292 0.144 10 2 Collector /Local Road 1600 15 140 297 298 0.18 10 1 Collector!/ Local Road 800 15 141 298 297 0.18 10 1 Collector!/ Local Road 800 15 142 297 299 0.304 11 1 Major Arterial 1700 45 143 299 297 0.304 11 1 Major Arterial 1700 45 144 307 308 0.146 11 3 Major Arterial 5100 50 145 308 307 0.146 11 3 Major Arterial 5100 50 146 308 309 0.331 11 1 Minor Arterial 1700 40 147 309 310 0.033 11 2 Major Arterial 3200 45 148 310 309 0.033 11 2 Major Arterial 3200 45 149 308 312 0.156 11 2 Major Arterial 3400 50 150 312 308 0.156 11 2 Major Arterial 3400 50 151 312 313 0.042 11 2 Major Arterial 3400 50 152 313 312 0.042 11 2 Major Arterial 3400 50 153 314 312 0.287 11 1 Minor Arterial 1700 40 154 310 314 0.132 11 2 Major Arterial 3200 45 155 314 310 0.132 11 2 Major Arterial 3200 45 156 314 315 0.059 11 2 Major Arterial 3200 45 157 315 314 0.059 11 2 Major Arterial 3200 45 158 313 316 0.079 11 3 Major Arterial 5100 50 159 316 313 0.079 11 3 Major Arterial 5100 50 160 315 316 0.071 11 3 Major Arterial 4800 45 161 316 315 0.071 11 3 Major Arterial 4800 45 162 313 317 0.415 11 1 Minor Arterial 1700 40 163 316 317 0.079 11 3 Major Arterial 4800 45 164 317 316 0.079 11 3 Major Arterial 4800 45 165 316 318 0.063 11 3 Major Arterial 5100 50 166 318 316 0.063 11 3 Major Arterial 5100 50 167 319 320 0.051 11 1 Minor Arterial 1700 40 168 320 319 0.051 11 1 Minor Arterial 1700 40 169 317 321 0.038 11 2 Major Arterial 3200 45 170 321 317 0.038 11 2 Major Arterial 3200 45 Page 3 of 46 Appendix C - Page 4 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter Data Table reekNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ~~(i Width (ft) Lanes ___________ Rate (vehlhr -

171 320 322 0.185 11 1 Minor Arterial 1700 40 172 322 320 0.185 11 1 Minor Arterial 1700 40 173 322 323 0.289 11 1 Minor Arterial 1700 40 174 323 322- 0.289 11 1 Minor Arterial 1700 40 175 324 308 0.443 11 1 Minor Arterial 1700 40 176 321 324 0.128 11 2 Major Arterial 3200 45 177 324 321 0.128 11 2 Major Arterial 3200 45 178 325 326 0.092 1 11 2 Major Arterial 3400 50 179 326 325 0.092 11 2 Major Arterial 3400 50 180 324 327 0.078 11 2 Major Arterial 3200 45 181 327 324 0.078 11 2 Major Arterial 3200 45 182 327 328 0.127 11 3 Major Arterial 4800 45 183 1 328 327 0.127 11 3 Major Arterial 4800 45 184 325 330 0.096 11 2 Major Arterial 3400 50 185 330 325 0.096 11 2 Major Arterial 3400 50 186 330 332 0.139 11 3 Major Arterial 5100 50 187 332 330 0.139 11 3 Major Arterial 5100 50 188 336 337 0.344 10 1 Collector/ Local Road 800 15 189 337 336 0.344 10 1 Collector / Local Road 800 15 190 339 340 0.009 11 3 Principal Arterial 5400 50 191 340 339 0.009 11 3 Principal Arterial 5400 50 192 346 347 0.137 11 3 Principal Arterial 5400 50 193 347 346 0.137 11 3 Principal Arterial 5400 50 194 347 348 0.078 11 1 Major Arterial 1700 45 195 348 347 0.078 11 1 Major Arterial 1700 45 196 346 348 0.198 11 1 Minor Arterial 1700 40 197 352 351 0.46 11 1 Collector/ Local Road 1700 40 198 354 353 0.46 12 2 Freeway 4100 45 199 354 355 0.624 11 1 Ramp 1500 55 200 357 353 0.653 11 1 Ramp 1500 55 201 355 357 0.337 11 2 Principal Arterial 3600 50 202 357 355 0.337 11 2 Principal Arterial 3600 50 203 357 358 0.078 11 3 Major Arterial 5100 50 204 358 357 0.078 11 3 Major Arterial 5100 50 205 359 356 0.06 11 1 Collector / Local Road 1700 40 206 360 359 0.06 11 1 Minor Arterial 1700 40 207 356 360 0.068 11 2 Major Arterial 3400 50 208 360 356 0.068 11 2 Major Arterial 3400 50 209 361 362 0.628 12 1 Ramp 1500 20 210 364 365 0.213 11 3 Principal Arterial 5400 50 211 365 364 0.213 11 3 Principal Arterial 5400 50 212 365 367 0.043 11 4 Principal Arterial 7200 50 213 367 365 0.043 11 4 Principal Arterial 7200 50 214 367 368 0.091 11 2 Principal Arterial 3300 45 215 368 367 0.091 11 3 Principal Arterial 4950 45 216 367 369 0.063 11 4 Principal Arterial 7200 50 217 369 367 0.063 11 4 Principal Arterial 7200 50 218 369 368 0.323 11 1 Major Arterial 1700 50 219 360 370 0.156 1 11 2 Major Arterial 3400 50 220 370 360 0.156 11 2 Major Arterial 3400 50 221 362 371 0.415 11 3 Principal Arterial 5400 50 222 371 362 0.415 11 3 Principal Arterial 5400 50 223 372 373 1.115 12 1 Ramp 1500 35 224 371 372 0,086 11 3 Principal Arterial 5400 50 225 372 371 0.086 11 3 Principal Arterial 5400 50 226 367 377 0.08 11 2 Principal Arterial 3300 45 227 377 1 367 0.08 11 3 Principal Arterial 4950 45 Page 4 of 46 Appendix C- Page 5 of 63

Appendix C oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ~~(mi) Width (ft) Lanes __________ Rate (vehlhr -

228 365 377 0.312 1"1 1 Major Arterial 1700 50 229 376 358 0.58 11 1 Ramp 1500 55 230 366 378 0.201 11 1 Collector / Local Road 1700 40 231 362 375 0.63 11 1 Ramp 1500 55 232 379 364 0.313 11 1 Minor Arterial 1700 40 233 377 379 0.141 11 1 Principal Arterial 1700 45 234 379 377 0.141 11 1 Principal Arterial 1700 45 235 378 382 0.279 11 1 Major Arterial 1700 45 236 382 378 0.279 11 1 Major Arterial 1700 45 237 384 371 0.7 12 1 Ramp 1500 35 238 384 375 0.457 12 2 Freeway 4100 45 239 382 385 0.19 11 1 Collector / Local Road 1700 40 240 385 382 0.19 11 1 Collector/I Local Road 1700 40 241 355 387 0.923 11 1 Ramp 1500 55 242 388 389 0.298 11 1 Collector / Local Road 1700 40 243 389 388 0.298 11 1 Collector / Local Road 1700 40 244 389 390 0.111 11 1 Collector /Local Road 1700 40 245 390 389 0.111 11 1 Collector/I Local Road 1700 40 246 390 391 0.093 11 3 Principal Arterial 5400 50 247 391 390 0.093 11 3 Principal Arterial 5400 50 248 390 392 0.127 11 1 Collector / Local Road 1700 40 249 392 390 0.127 11 1 Collector / Local Road 1700 40 250 391 393 0.203 11 3 Principal Arterial 5400 50 251 393 391 0.203 11 3 Principal Arterial 5400 50 252 394 395 0.141 11 1 Principal Arterial 1600 45 253 395 394 0.141 11 1 Principal Arterial 1600 45 254 394 397 0.07 11 1 Principal Arterial 1700 45 255 397 394 0.07 11 1 Principal Arterial 1700 45 256 404 405 0.127 11 1 Major Arterial 1700 .45 257 405 404 0.127 11 1 Major Arterial 1700 45 258 405 406 0.075 11 1 Ma*or Arterial 1700 45 259 406 405 0.075 11 1 Major Arterial 1700 45 260 405 408 0.057 11 1 Collector / Local Road 1700 40 261 408 405 0.057 11 1 Collector! Local Road 1700 40 262 404 408 0.143 11 1 Minor Arterial 1700 40 263 409 406 0.082 11 1 Collector / Local Road 1700 40 264 408 409 0.064 11 1 Minor Arterial 1700 40 265 409 408 0.064 11 1 Minor Arterial 1700 40 266 412 411 0.11 12 1 Ramp 1500 35 267 411 416 0.143 12 1 Ramp 1500 35 268 417 418 0.353 11 2 Major Arterial 3200 45 269 418 417 0.353 11 2 Major Arterial 3200 45 270 419 420 0.176 12 1 Ramp 1500 25 271 415 421 0.109 11 2 Principal Arterial 3300 45 272 417 422 0.092 11 2 Major Arterial 3200 45 273 422 417 0.092 11 2 Major Arterial 3200 45 274 423 421 0.012 11 1 Collector!/ Local Road 1700 40 275 415 423 0.115 11 1 Minor Arterial 1700 40 276 424 419 0.175 12 1 Ramp 1500 35 277 422 426 0.096 11 1 Collector! Local Road 1700 40 278 426 422 0.096 11 1 Collector! Local Road 1700 40 279 425 428 0.193 11 1 Major Arterial 1700 45 280 428 425 0.193 11 2 Major Arterial 3200 45 281 423 430 0.262 11 1 Minor Arterial 1700 40 282 430 423 0.262 11 1 Minor Arterial 1700 40 283 432 431 0.096 11 1 Minor Arterial 1700 40 284 431 433 0.041 11 1 Minor Arterial 1700 40 Page 5 of 46 Appendix C - Page 6 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(mi) Width (ft) Lanes ___________ Rate (vehlhr) -

285 433 431 0.041 11 1 Minor Arterial 1700 40 _

286 433 434 0.189 11 1 Minor Arterial 1___700 40 287 444 445 0.054 11 1 Minor Arterial 1700 40 288 445 444 0.054 11 1 Minor Arterial 1700 40 289 442 444 0.13 11 2 Principal Arterial 3300 45 290 443 446 0.034 10 1 Collector/I Local Road 800 15 291 446 443 0.034 10 1 Collector /Local Road 800 15 292 448 449 0.132 11 1 Minor Arterial 1700 40 293 449 448 0.132 11 1 Minor Arterial 1700 40 294 437 450 0.364 11 1 Principal Arterial 1700 45 295 450 437 0.364 11 1 Principal Arterial 1700 45 296 439 450 0.359 11 1 Major Arterial 1700 45 297 450 439 0.359 11 1 Major Arterial 1700 45 298 444 451' 0.061 11 1 Major Arterial 1700 45 299 451 444 0.061 11 1 Major Arterial 1700 45 300 442 451 0.147 11 1 Minor Arterial 1700 40 301 453 449 0.185 11 1 Minor Arterial 1700 40 302 448 454 0.169 11 1 Minor Arterial 1700 40 303 454 448 0.169 11 1 Minor Arterial 1700 40 304 454 453 0.123 11 3 Principal Arterial 5400 50 305 454 456 0.043 11 1 Collector / Local Road 1700 40 306 456 454 0.043 11 1 Collector / Local Road 1700 40 307 456 457 0.11 11 2 Principal Arterial 3300 45 308 452 458 0.135 11 1 Major Arterial 1700 45 309 456 459 0.099 11 1 Collector/I Local Road 1700 40 310 459 456 0.099 11 1 Collector / Local Road 1700 40 311 458 460 0.156 11 1 Collector /Local Road 1700 40 312 452 460 0.246 11 1 Major Arterial 1700 45 313 462 463 0.017 11 1 Principal Arterial 1700 45 314 463 462 0.017 11 1 Principal Arterial 1700 45 315 461 464 0.041 11 1 Collector /Local Road 1700 40 316 464 461 0.041 11 1 Collector /Local Road 1700 40 317 466 460 0.246 11 1 Collector / Local Road 1700 40 318 458 467 0.257 11 1 Major Arterial 1700 45 319 466 467 0.189 11 1 Major Arterial 1700 45 320 468 471 0.058 11 1 Minor Arterial 1700 40 321 472 473 0.072 11 1 Collector / Local Road 1700 40 322 467 474 0.076 11 1 Major Arterial ___1700 45 323 474 467 0.076 11 1 Major Arterial ___1700 45 324 470 475 0.057 11 1 Major Arterial 1700 45 325 475 470 0.057 11 1 Major Arterial 1700 45 326 472 477 0.197 11 1 Major Arterial 1700 45 327 462 481 0.38 11 1 Principal Arterial 1600 45 328 481 462 0.38 11 1 Principal Arterial 1600 45 329 477 488 1.367 11 1 Major Arterial 1700 45 330 489 482 0.563 11 1 Ramp 1500 45 331 493 492 0.069 12 1 Ramp 1500 35 332 496 497 0.086 11 2 Principal Arterial 3300 45 333 497 496 0.086 11 1 - Principal Arterial 1700 45 334 500 499 0.092 12 1 Ramp 1500 35 335 499 501 0.187 12 1 Ramp 1500 35 336 500 502 0.069 11 1 Collector / Local Road 1700 40 337 502 499 0.068 12 1 Ramp 1500 35 338 503 497 0.25 12 1 Ramp 1500 35 339 503 504 0.131 12 1 Ramp 1500 35 340 505 503 0.262 11 2 Ramp 3000 40 341 509 507 0.112 11 1 Major Arterial 1700 45 Page 6 of 46 Appendix C - Page 7 of 63

Appendix C Oyster Creek NGS Oyter Data Table reekNGSRoadway Appedix Network Link # U-Node D-Node Length Lane Number of Roadway Type SautinFo S(mh

______ ______ (mi) Width (ft) Lanes ___________ Rate (veh/hr) FF(mh 342 511 510 0.57 12 1 Ramp 1500 35 343 512 513 0.361 11 1 Major Arterial 1150 45 344 513 512 0.361 11 1 Major Arterial 1150 45 345 510 514 0.044 11 1 Major Arterial 1700 45 346 517 519 0.154 11 2 Principal Arterial 3300 45 347 519 517 0.154 11 2 Principal Arterial 3300 45 348 517 520 0.063 11 1 Minor Arterial 1700 40 349 520 517 0.063 1 11 1 Minor Arterial 1700 40 350 516 520- 0.129 11 1 Collector /Local Road 1700 40 351 519 521 0.234 11 1 Principal Arterial 1700 45 352 521 519 0.234 11 2 Principal Arterial 3300 - 45 353 512 522 0.386 11 1 Major Arterial 1150 45 354 522 512 0.386 11 1 Major Arterial 1150 45 355 518 523 0.116 11 1 Collector/ Local Road 1700 45 356 525 518 0.209 11 1 Principal Arterial 1700 - 45 357 525 523 0.114 11 1 Collector!/ Local Road 1700 45 358 528 525 0.092 11 1 Principal Arterial 1___700 45 359 527 529 0.433 11 1 Major Arterial 1700 45 360 529 527 0.433 11 1 Major Arterial 1700 45 361 523 530 0.141 11 1 Collector! Local Road 1700 45 362 530 531 0.046 11 1 Principal Arterial 1700 45 363 534 532 0.13 11 1 Major Arterial 1700 45 364 535 528 0.115 11 1 Principal Arterial 1700 45 365 541 542 0.27 10 1 Collector / Local Road ___800 15 366 536 543 0.541 11 1 Collector/I Local Road 1150 40 367 543 536 0.541 11 1 Collector! Local Road 1150 40 368 544 541 0.1 11 1 Major Arterial 1700 45 369 543 547 0.434 11 1 Collector / Local Road 1150 40 370 547 543 0.434 11 1 Collector / Local Road 1150 40 371 536 551 0.896 11 1 Principal Arterial 1600 45 372 551 536 0.896 11 1 Principal Arterial 1600 45 373 561 562 0.276 12 1 Minor Arterial 1700 35 374 562 561 0.276 12 1 Minor Arterial 1700 35 375 559 563 0.376 11 1 Minor Arterial 1700 40 376 563 559 0.376 11 1 Minor Arterial 1700 40 377 565 566 0.308 11 1 Major Arterial 1700 50 378 566 565 0.308 11 1 Major Arterial 1700 50 379 571 574 0.146 1 10 1 Collector/I Local Road 800 15 380 574 571 0.146 10 1 Collector/I Local Road 800 15 381 579 578 0.177 11 1 Collector/ Local Road 1700 40 382 580 579 0.189 11 1 Collector / Local Road 1700 40 383 577 581 0.231 11 1 Principal Arterial 1700 45 384 581 577 0.231 11 1 Principal Arterial 1700 45 385 581 583 0.164 11 1 Principal Arterial 1700 45 386 583 581 0.164 11 1 Principal Arterial 1700 45 387 593 594 1.793 10 1 Collector! Local Road 800 15 388 594 593 1.793 10 1 Collector! Local Road 800 15 389 595 592 0.139 10 1 Collector!/ Local Road 1700 25 390 597 595 0.144 10 1 Collector!/ Local Road 1700 25 391 596 597 0.15 10 1 Collector! Local Road 1700 25 392 594 599 1.005 11 1 Major Arterial 1150 45 393 599 594 1.005 11 1 Major Arterial 1150 45 394 604 605 0.559 11 1 Major Arterial 1200 50 395 605 604 0.559 11 1 Major Arterial 1200 50 396 608 611 1.147 10 1 Collector!/ Local Road 800 10 397 611 608 1.147 10 1 Collector! Local Road 800 10 398 621 622 0.576 12 2 Ramp 1500 35 Page 7 of 46 Appendix C - Page 8 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ________ (mi) Width (ft) Lanes ___________ Rate (vehlhr) -

399 623 621 0.098 12 1 Ramp 1500 35 _

400 624 621 0.211 12 2 Ramp 1500 35 _

401 629 632 0.293 10 1 Collector!/ Local Road 800 15 402 632 629 0.293 10 1 Collector!/Local Road 800 15 403 630 633 0.268 10 1 Collector!/ Local Road 800 15 _

404 633 630 0.268 10 1 Collector!/ Local Road 800 15 _

405 637 638 0.2 17 11 1 Principal Arterial 1700 45 _

406 638 637 0.217 11 1 Principal Arterial 1700 45 407 642 643 0.393 10 1 Collector!/ Local Road 800 15 408 643 642 0.393 10 1 Collector!/ Local Road 800 15 _

409 648 649 0.179 11 1 Principal Arterial 1700 45 410 649 648 0.179 11 1 Principal Arterial 1700 45 411 648 650 0.082 12 _1 Principal Arterial 1700 35 412 650 648 0.082 12 1 Principal Arterial 1700 35 413 650 651 0.062 12 1 Principal Arterial 1600 35 414 651 650 0.062 12 1 Principal Arterial 1600 35 415 653 654 0.403 11 1 Principal Arterial 1700 45 416 654 653 0.403 11 1 Principal Arterial 1700 45 417 655 656 1.076 10 1 Collector!/ Local Road 800 10 418 656 655 1.076 10 1 Collector /Local Road 800 10 419 655 657 1.924 10 1 Collector!/ Local Road 800 10 420 657 655 1.924 10 1 Collector!/ Local Road 800 10 421 658 659 0.619 11 1 Major Arterial 1150 45 422 659 658 0.619 11 1 Major Arterial 1150 45 423 659 661 1.247 11 1 Principal Arterial 1600 55 _

424 661 659 1.247 11 1 Principal Arterial 1600 55 425 669 670 1.702 11 1 Principal Arterial 1600 45 _

426 670 669 1.702 11 1 Principal Arterial 1600 45 427 673 672 0.432 12 1 Ramp 1500 35 428 674 675 0.361 12 1 Ramp 1500 35 429 677 674 0.148 12 1 Ramp 1500 35 430 679 674 0.248 12 1 Ramp 1500 35 431 681 682 0.024 12 2 Principal Arterial 2800 35 432 682 681 0.024 12 2 Principal Arterial 2800 35 433 696 697 0.165 10 1 Collector! Local Road 800 15 434 697 696 0.165 10 1 Collector!/Local Road 800 15 435 701 700 0.2 13 11 2 Principal Arterial 3600 55 436 703 704 0.156 12 1 Ramp 1500 35 437 703 705 0.204 11 2 Principal Arterial 3600 55 438 704 705 0.157 12 1 Ramp 1500 35 439 706 702 0.487 12 1 Ramp 1500 35 440 707 706 0.336 12 1 Ramp 1500 35 441 704 708 0.305 12 1 Ramp 1500 35 _

442 708 704 0.305 12 1 Ramp 1500 35 443 709 708 0.297 12 1 Ramp 1500 35 444 711 710 0.154 12 1 Ramp 1500 35 445 709 712 0.48 12 2 Freeway 4100 45 446 708 712 0.395 12 1 Ramp 1500 35 447 713 711 0.241 12 1 Ramp 1500 35 448 713 710 0.269 11 2 Principal Arterial 3600 55 449 715 716 0.823 12 1 Ramp 1500 35 450 714 717 0.165 12 2 Major Arterial 2700 35 451 717 714 0.165 12 2 Major Arterial 2700 35 452 719 720 0.055 10 1 Collector! Local Road 800 15 453 720 719 0.055 10 1 Collector! Local Road 800 15 454 721 720 0.189 11 2 Principal Arterial 3300 45 455 718 722 0.943 11 1 Minor Arterial 1150 40 Page 8 of 46 Appendix C- Page 9 of 63

Appendix C Oyster Creek NGS OyterData Table reekNGSRoadway Appedix Network Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlo) FFS (mph)

______ ______ (ml) Width (ft) Lanes Rate________

456 722 718 0.943 11 1 Minor Arterial 1150 40 457 729 728 0.138 12 1 Ramp 1500 35 458 732 731 0.466 12 1 Ramp 1500 35 459 729 733 0.425 11 2 Principal Arterial 3300 45 460 735 736 0.22 12 1 Principal Arterial 1700 35 461 736 735 0.22 12 1 Principal Arterial 1700 35 462 737 736 0.426 12 1 Ramp 1500 35 463 737 738 0.299 11 2 Major Arterial 3200 45 464 735 738 0.543 12 1 Ramp 1500 35 465 727 739 0.69 10 1 Collector / Local Road 800 15 466 739 727 0.69 10 1 Collector / Local Road 800 15 467 734 739 0.337 11 1 Major Arterial 1700 40 468 739 734 0.337 11 1 Major Arterial 1700 40 469 740 730 0.625 12 1 Ramp 1500 35 470 735 741 0.279 12 1 Principal Arterial 1700 35 471 741 735 0.279 12 1 Principal Arterial 1700 35 472 744 745 0.327 11 1 Major Arterial 1700 45 473 745 744 0.327 11 1 Major Arterial 1700 45 474 745 748 2.183 11 1 Major Arterial 1700 45 475 748 745 2.183 1 11 1 Major Arterial 1700 45 476 748 749 0.485 11 1 Minor Arterial 1700 40 477 749 748 0.485 11 1 Minor Arterial 1700 40 478 750 751 1.607 10 1 Collector /Local Road 800 15 479 751 750 1.607 10 1 Collector / Local Road 800 15 480 752 753 0.054 11 1 Minor Arterial 1700 40 481 753 752 0.054 11 1 Minor Arterial 1700 40 482 754 752 0.186 11 2 Major Arterial 3200 45 483 757 756 0.228 12 1 Minor Arterial 1700 30 484 756 758 0.047 12 2 Minor Arterial 2700 30 485 760 759 0.107 10 1 Collector / Local Road 800 15 486 761 762 0.176 11 2 Major Arterial 3200 45 487 764 763 0.591 11 2 Major Arterial 3200 45 488 765 766 0.13 11 1 Principal Arterial 1600 50 489 766 765 0.13 11 1 Principal Arterial 1600 50 490 765 768 0.09 12 1 Ramp 1500 35 491 766 768 0.161 12 1 Ramp 1500 35 492 767 769 0.612 12 1 Ramp 1500 35 493 765 769 0.061 11 1 Principal Arterial 1600 50 494 769 765 0.061 11 1 Principal Arterial 1600 50 495 771 772 0.122 11 1 Major Arterial 1150 45 496 770 773 0.047 12 1 Minor Arterial 1700 30 497 768 774 0.498 12 1 Ramp 1500 35 498 776 777 0.477 12 1 Ramp 1500 35 499 778 776 0.1 12 1 Ramp 1500 35 500 778 779 0.06 11 1 Principal Arterial 1600 50 501 779 778 0.06 11 1 Principal Arterial 1600 50 502 780 779 0.541 12 1 Ramp 1500 35 503 782 776 0.192 12 1 Ramp 1500 35 504 781 784 0.169 12 4 Minor Arterial 5400 35 505 784 785 0.178 11 1 Minor Arterial 1700 40 506 785 786 0.23 11 1 Major Arterial 1700 45 507 785 787 0.145 11 1 Minor Arterial 1700 40 508 782 788 1.058 11 1 Principal Arterial 1600 50 509 788 782 1.058 11 1 Principal Arterial 1600 50 510 788 789 1.101 11 1 Principal Arterial 1600 50 511 789 788 1.101 11 1 Principal Arterial 1600 50 512 790 791 0.065 11 1 Collector / Local Road 1150 45 Page 9 of 46 Appendix C - Page 10 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- _______ (ml) Width (ft) Lanes ___________ Rate (vehlhr) -

513 791 790 0.065 11 1 Collector / Local Road 1150 45 514 789 790 0.117 11 1 Principal Arterial 1600 50 515 790 789 0.117 11 1 Principal Arterial 1600 50 516 792 793 0.788 12 1 Minor Arterial 1100 35 517 793 792 0.788 12 1 Minor Arterial 1100 35 518 794 797 0.167 11 1 Major Arterial 1150 45 519 797 794 0.167 11 1 Major Arterial 1150 45 520 1 799 800 0.071 11 1 Minor Arterial 1150 40 521 804 805 0.206 11 1 Major Arterial 1150 45 522 805 804 0.206 11 1 Major Arterial 1150 45 523 805 806 0.293 12 1 Principal Arterial 1600 35 524 806 805 0.293 12 1 Principal Arterial 1600 35 525 808 809 0.282 11 _1 Principal Arterial 1700 40 526 809 808 0.282 11 1 Principal Arterial 1700 40 527 807 809 1.036 11 1 Minor Arterial 1700 40 528 809 807 1.036 11 1 Minor Arterial 1700 40 529 813 814 0.481 12 1 Minor Arterial 1700 15 530 814 813 0.481 12 1 Minor Arterial 1700 15 531 225 229 0.185 11 1 Minor Arterial 1700 40 532 229 225 0.185 11 1 Minor Arterial 1700 40 533 155 156 0.146 11 1 Minor Arterial 1700 40 534 157 155 0.26 11 1 Minor Arterial 1700 40 535 158 157 0.12 11 1 Minor Arterial 1700 40 536 156 158 0.216 11 1 Minor Arterial 1700 40 537 167 821 0.142 11 1 Minor Arterial 1700 40 538 164 165 0.122 11 1 Minor Arterial 1700 40 539 393 388 0.15 11 1 Collector / Local Road 1700 40 540 391 392 0.188 11 1 Collector/ Local Road 1700 40 541 457 459 0.242 11 1 Minor Arterial 1700 40 542 583 588 0.482 12 1 Principal Arterial 1700 30 543 588 583 0.482 12 1 Principal Arterial 1700 30 544 190 826 0.646 11 2 Major Arterial 3400 50 545 826 190 0.646 11 2 Major Arterial 3400 50 546 222 228 1.117 11 1 Principal Arterial ___1700 50 547 228 222 1.117 11 1 Principal Arterial ___1700 50 548 213 223 1.605 11 1 Major Arterial 1700 45 549 223 213 1.605 11 1 Major Arterial 1700 45 550 228 260 0.907 11 1 Principal Arterial 1700 50 551 260 228 0.907 11 1 Principal Arterial 1700 50 552 267 828 0.271 11 1 Minor Arterial 1700 40 553 828 266 0.249 11 1 Minor Arterial 1700 40 554 829 830 0.167 11 1 Minor Arterial 1700 40 555 830 831 0.046 11 1 Minor Arterial 1700 40 556 833 834 0.224 10 1 Collector / Local Road 800 10 557 834 833 0.224 10 1 Collector / Local Road 800 10 558 421 429 0.501 11 2 Principal Arterial 3300 45 559 710 835 0.681 11 2 Principal Arterial 3600 55 560 381 413 0.326 10 1 Collector/I Local Road 800 15 561 413 381 0.326 10 1 Collector /Local Road 800 15 562 369 372 0.329 11 3 Principal Arterial 5400 50 563 372 369 0.329 11 3 Principal Arterial 5400 50 564 645 647 0.622 11 1 Principal Arterial 1600 50 565 647 645 0.622 11 -1 Principal Arterial 1600 50 566 840 842 0.345 11 1 Minor Arterial 1150 45 567 842 840 0.345 11 1 Minor Arterial 1150 45 568 731 736 0.23 12 1 Principal Arterial 1700 35 569 736 731 0.23 12 1 Principal Arterial 1700 35 Page 10 of 46 Appendix C -Page 11 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter Data Table reekNGSRoadway Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______ ______ (ml) Width (ft) Lanes ___________ Rate (veh/hr) 570 733 737 0.205 11 2 Principal Arterial 3300 45 571 721 848 0.156 10 1 Collector / Local Road 800 15 572 848 720 0.084 10 1 Collector / Local Road 800 15 573 752 849 0.036 11 1 Minor Arterial 1700 40 574 849 752 0.036 11 1 Minor Arterial 1700 40 575 100 108 0.949 11 1 Major Arterial 1700 45 576 108 100 0.949 11 1 Major Arterial 1700 45 577 556 557 0.064 11 1 Collector / Local Road 1700 40 578 557 556 0.064 11 1 Collector / Local Road 1700 40 579 545 544 0.1 11 1 Minor Arterial 1700 40 580 769 779 0.665 11 1 Principal Arterial 1600 50 581 779 769 0.665 11 1 Principal Arterial 1600 50 582 1 819 867 0.153 12 1 Major Arterial 1100 35 583 867 819 0.153 12 1 Major Arterial 1100 35 584 802 868 0.048 10 1 Collector/ Local Road 800 15 585 868 802 0.048 10 1 Collector / Local Road 800 15 586 183 191 0.281 11 3 Major Arterial 4800 40 587 191 183 0.281 11 3 Major Arterial 4800 40 588 205 208 1.136 11 -1 Major Arterial 1150 45 589 208 205 1.136 11 1 Major Arterial 1150 45 590 870 871 0.357 10 1 Collector/ Local Road 800 10 591 871 870 0.357 10 1 Collector / Local Road 800 10 592 547 875 0.272 11 1 Minor Arterial 1700 40 593 875 547 0.272 11 1 Minor Arterial' 1700 40 594 875 878 0.101 11 1 Collector/ Local Road 1700 40 595 878 875 0.101 11 1 Collector /Local Road 1700 40 596 543 551 0.679 10 1 Collector / Local Road 800 10 597 551 543 0.679 10 1 Collector /Local Road 800 10 598 884 885 0.133 11 1 Major Arterial 1150 45 599 885 884 0.133 11 1 Major Arterial 1150 45 600 883 885 0.046 11 1 Major Arterial 1700 45 601 885 883 0.046 11 1 Major Arterial 1700 45 602 135 137 1.542 11 1 Major Arterial ___1700 40 603 137 135 1.542 11 1 Major Arterial ___1700 40 604 302 309 0.451 11 2 Major Arterial 3200 45 605 309 302 0.451 11 2 Major Arterial 3200 45 606 299 298 0.421 10 1 Collector / Local Road 800 15 607 294 886 0.233 10 2 Collector/ Local Road 1600 15 608 886 294 0.233 10 2 Collector / Local Road 1600 15 609 886 887 0.522 10 1 Collector / Local Road 800 15 610 292 887 0.186 11 3 Major Arterial 5100 50 611 887 292 0.186 11 3 Major Arterial 5100 50 612 284 888 0.34 11 2 Major Arterial 3400 50 613 888 284 0.34 11 2 Major Arterial 3400 50 614 280 888 0.207 11 2 Major Arterial 3400 50 615 888 280 0.207 11 2 Major Arterial 3400 50 616 888 889 0.132 10 1 Collector/ Local Road 800 15 617 280 889 0.142 10 1 Collector/ Local Road 800 15 618 889 280 0.142 10 1 Collector / Local Road 800 15 619 370 378 0.176 11 1 Major Arterial 1700 45 620 378 370 0.176 11 1 Major Arterial 1700 45 621 892 893 3.99 11 1 Major Arterial 1200 50 622 893 892 3.99 11 1 Major Arterial 1200 50 623 455 842 0.235 11 1 Collector/ Local Road 1700 45 624 842 455 0.235 11 1 Collector / Local Road 1700 45 625 660 893 3.746 11 1 Major Arterial 1150 45 626 893 660 3.746 11 1 Major Arterial 1150 45 Page 11 of 46 Appendix C - Page 12 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

_____ (mi) Width (ft) Lanes Rate (vehlhr) -

627 659 892 3.531 11 1 Major Arterial 1150 45 628 892 659 3.531 11 1 Major Arterial 1150 45 629 656 659 2.339 11 1 Principal Arterial 1600 55 630 659 656 2.339 11 1 Principal Arterial 1600 55 631 655 658 1.501 10 1 Collector/ Local Road 800 10 632 658 655 1.501 10 1 Collector /Local Road 800 10 633 834 894 1.42 11 1 Principal Arterial 1600 55 634 894 834 1.42 11 1 Principal Arterial 1600 55 635 419 426 0.213 11 1 Minor Arterial 1700 40 636 426 419 0.213 11 1 Minor Arterial 1700 40 637 895 896 0.022 10 1 Collector / Local Road 800 15 638 896 895 0.022 10 1 Collector / Local Road 800 15 639 645 898 2.257 11 1 Major Arterial 1150 40 640 898 645 2.257 11 1 Major Arterial 1150 40 641 463 899 0.147 11 2 Principal Arterial 3300 45 642 643 900 1.371 11 1 Principal Arterial 1600 45 643 900 643 1.371 11 1 Principal Arterial 1600 45 644 672 832 0.259 12 2 Principal Arterial 2800 35 645 832 672 0.259 12 2 Principal Arterial 2800 35 646 531 528 0.055 11 1 Collector/ Local Road 1700 45 647 901 513 0.167 11 1 Major Arterial 1150 45 648 850 901 0.141 11 1 Major Arterial 1150 45 649 661 905 0.192 11 1 Principal Arterial 1600 55 650 905 661 0.192 11 1 Principal Arterial 1600 55 651 905 906 0.074 11 1 Collector / Local Road 1150 45 652 906 905 0.074 11 1 Collector/I Local Road 1150 45 653 906 661 0.196 11 1 Principal Arterial 1600 45 654 908 909 0.013 10 1 Collector / Local Road 800 10 655 909 908 0.013 10 1 Collector / Local Road 800 10 656 910 300 0.244 10 1 Collector/ Local Road 800 15 657 912 911 0.288 10 1 Collector /Local Road 800 15 658 909 911 0.491 10 1 Collector / Local Road 800 15 659 911 909 0.491 10 1 Collector / Local Road 800 15 660 300 911 0.199 10 1 Collector/I Local Road 800 15 661 911 300 0.199 10 1 Collector /Local Road 800 15 662 669 688 3.18 11 1 Principal Arterial 1600 45 663 688 669 3.18 11 1 Principal Arterial 1600 45 664 276 916 0.247 10 1 Collector /Local Road 800 15 665 916 275 0.192 10 1 Collector /Local Road 800 15 666 430 432 0.314 11 1 Minor Arterial 1700 40 667 432 430 0.314 11 1 Minor Arterial 1700 40 668 829 831 0.176 11 3 Principal Arterial 5400 50 669 429 831 0.054 11 1 Collector /Local Road 1700 40 670 831 429 0.054 11 1 Collector / Local Road 1700 40 671 694 746 4.35 11 1 Principal Arterial 1600 55 672 746 694 4.35 11 1 Principal Arterial 1600 55 673 917 918 6.401 11 1 Minor Arterial 1150 40 674 918 917 6.401 11 1 Minor Arterial 1150 40 675 194 201 0.399 11 1 Major Arterial 1200 50 676 201 194 0.399 11 1 Major Arterial 1200 50 677 643 920 1.424 10 1 Collector/ Local Road 800 10 678 920 643 1.424 10 1 Collector / Local Road 800 10 679 194 921 1.061 11 1 Major Arterial 1200 50 680 921 194 1.061 11 1 Major Arterial 1200 50 681 743 922 1.24 10 1 Collector / Local Road 800 15 682 922 743 1.24 10 1 Collector/ Local Road 800 15 683 923 726 0.314 11 1 Principal Arterial 1700 45 Page 12 of 46 Appendix C - Page 13 of 63

Appendix C Oyster Creek NGS Oyter Appedix Network Data Table reekNGSRoadway Link # U-Node D-Node Legh Ln ubro oda ye Saturation Flow FFS (mph)

- ~~~(ml) Width (ft) Lanes Rate______

684 924 741 0.116 11 1 Major Arterial 1700 50 685 730 925 0.114 12 1 Principal Arterial 1700 35 686 925 730 0.114 12 1 Principal Arterial 1700 35 687 107 109 0.115 11 1 Major Arterial 1700 45 688 109 107 0.115 11 1 Major Arterial 1700 45 689 102 ill 0.413 12 1 Ramp 1500 35 690 927 928 0.034 11 1 Major Arterial 1700 45 691 928 927 0.034 11 1 Major Arterial 1700 45 692 109 928 0.049 11 1 Major Arterial 1700 45 693 928 109 0.049 11 1 Major Arterial 1700 45 694 928 929 0.139 11 1 Minor Arterial 1700 40 695 927 929 0.019 11 1 Major Arterial 1700 45 696 929 927 0.019 11 1 Major Arterial 1700 45 697 113 929 0.042 11 1 1 Major Arterial 1700 45 698 929 113 0.042 11 1 Majo rArterial 1700 45 699 927 930 0.017 11 2 Minor Arterial 3200 40 700 930 931 0.133 11 1 Minor Arterial 1700 40 701 927 931 0.024 11 1 Minor Arterial 1700 40 702 931 927 0.024 11 1 Minor Arterial 1700 40 703 931 932 0.03 11 1 Minor Arterial 1700 40 704 932 931 0.03 11 1 Minor Arterial 1700 40 705 932 109 0.103 11 1 Collector/I Local Road 1700 40 706 445 933 0.099 11 -1 Major Arterial 1700 45 707 933 445 0.099 11 1 Major Arterial 1700 45 708 934 445 0.177 11 3 Principal Arterial 5400 50 709 934 933 0.19 11 1 Minor Arterial 1700 40 710 464 935 0.117 11 1 Collector/ Local Road 1700 40 711 935 464 0.117 11 1 Collector /Local Road 1700 40 712 836 935 0.015 11 1 Collector /Local Road 1700 40 713 162 937 0.059 11 2 Principal Arterial 3300 45 714 937 162 0.059 11 2 Principal Arterial 3300 45 715 160 937 0.257 11 2 Principal Arterial 3300 45 716 937 160 0.257 11 2 Principal Arterial 3300 45 717 937 938 0.508 11 1 Collector / Local Road 1700 40 718 162 938 0.086 11 2 Minor Arterial 3200 40 _

719 938 162 0.086 11 2 Minor Arterial 3200 40 720 160 162 0.446 11 1 Collector/I Local Road 1700 40 _

721 683 940 0.844 12 1 Principal Arterial 1700 35 722 940 683 0.844 12 1 Principal Arterial 1700 35 723 681 940 1.037 12 1 Principal Arterial 1700 35 724 940 681 1.037 12 1 Principal Arterial 1700 35 725 677 679 0.188 12 2 Principal Arterial 2800 35 726 679 677 0.188 12 2 Principal Arterial 2800 35 727 569 823 0.042 11 1 Minor Arterial ___1700 40 728 823 569 0.042 11 1 Minor Arterial 1700 40 729 580 941 0.014 11 1 Major Arterial 1700 45 730 941 580 0.014 11 1__ Major Arterial 1700 45 731 578 941 0.012 11 1 Major Arterial 1700 45 732 941 578 0.012 11 1 Major Arterial 1700 45 733 691 942 0.662 12 1 Principal Arterial 1600 35 734 942 691 0.662 12 1 Principal Arterial 1600 35 735 580 943 0.116 11 1 Major Arterial 1700 45 736 943 580 0.116 11 1 Major Arterial ___1700 45 737 165 170 0.142 11 1 Major Arterial ___1700 45 738 170 165 0.142 11 1 Major Arterial ___1700 45 739

--- 159 945 0.689 11 1 Principal Arterial ___1700 45 F740ý- 945 159 0.689 11 1 11 Principal Arterial ___1700 45 Page 13 of 46 Appendix C - Page 14 of 63

Appendix C Oyster Creek NGS Appedix Network Data Table reekNGSRoadway Oyter Link # U-Node D-Node Length Lane Number of Roadway Type SautinFo S(mh

______ ______ (ml) Width (ft) Lanes ___________ Rate (vehlhr)FF(mh 741 944 945 0.117 11 1 Principal Arterial 1700 45 742 945 944 0.117 11 1 Principal Arterial 1700 45 743 944 946 0.089 11 1 Major Arterial 1700 45 744 946 944 0.089 11 1 Major Arterial 1700 45 745 946 945 0.085 11 1 Minor Arterial 1700 40 746 158 947 0.483 11 1 Major Arterial 1700 45 747 947 158 0.483 11 1 Major Arterial 1700 45 748 163 167 0.083 11 1 Major Arterial 1700 45 749 167 163 0.083 11 1 Major Arterial 1700 45 750 947 948 0.138 11 1 Major Arterial 1700 45 751 948 947 0.138 11 1 Major Arterial 1700 45 752 947 949 0.106 11 1 Minor Arterial 1700 40 753 949 950 0.157 11 1 Minor Arterial 1700 40 754 950 949 0.157 11 1 Minor Arterial 1700 40 755 164 951 0.08 11 1 Major Arterial 1700 45 756 951 164 0.08 11 1 Major Arterial 1700 45 757 169 951 0.111 11 1 Major Arterial 1700 45 758 951 169 0.111 11 1 Major Arterial 1700 45 759 950 169 0.092 11 1 Minor Arterial 1700 40 760 951 950 0.096 11 1 Minor Arterial ___1700 40 761 949 948 0.092 1 11 1 Minor Arterial 1700 40 762 175 954 0.145 11 1 Major Arterial 1700 45 763 954 175 0.145 11 1 Major Arterial 1700 45 764 954 953 0.121 11 1 Minor Arterial 1700 40 765 175 952 0.151 11 1 Major Arterial 1700 45 766 952 175 0.151 11 1 Major Arterial 1700 45 767 952 174 0.121 11 1 Minor Arterial 1700 40 768 150 155 0.909 11 1 Major Arterial 1700 45 769 155 150 0.909 11 1 Major Arterial 1700 45 770 230 955 0.097 11 1 Minor Arterial 1150 40 771 227 955 0.043 11 1 Collector/ Local Road 1150 40 772 955 227 0.043 11 1 Collector / Local Road 1150 40 773 956 957 0.069 11 1 Major Arterial 1700 50 774 957 956 0.069 11 1 Major Arterial 1700 50 775 247 957 0.184 11 1 Major Arterial 1700 50 776 957 247 0.184 11 1 Major Arterial 1700 50 777 958 960 0.259 11 2 Principal Arterial 3600 50 778 960 958 0.259 11 2 Principal Arterial 3600 50_

779 960 961 0.147 10 1 Collector/I Local Road 800 15 780 961 960 0.147 10 1 Collector/I Local Road 800 15 781 958 961 0.284 12 1 Minor Arterial 1700 35 782 727 963 0.402 10 1 Collector / Local Road 800 15 783 963 727 0.402 10 1 Collector / Local Road 800 15 784 953 964 0.072 11 1 Major Arterial 1700 45 785 964 953 0.072 1 11 _1 Major Arterial 1700 45 786 175 964 0.09 11 1 Major Arterial 1700 45 787 964 175 0.09 11 1 Major Arterial 1700 45 788 964 952 0.218 11 1 Minor Arterial 1700 40 789 962 965 0.448 10 1 Collector / Local Road 800 15 790 965 962 0.448 10 1 Collector / Local Road 800 15 791 965 966 0.095 11 1 Major Arterial 1700 50 792 966 965 0.095 11 1 Major Arterial 1700 50 793 969 970 0.374 11 2 Major Arterial 3200 45 794 970 971 0.106 10 1 Collector / Local Road 800 15 795 760 971 0.054 10 1 Collector / Local Road 800 15 796 971 760 0.054 10 1 Collector / Local Road 800 15 797 943 577 0.308 11 1 Collector / Local Road 1700 40 Page 14 of 46 Appendix C - Page 15 of 63

Appendix C oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

_______ (ml) Width (ft) Lanes Rate (vehlhr) ____

798 583 973 0.162 11 1 Collector / Local Road 1700 40 799 973 943 0.075 11 1 Collector / Local Road 1700 40 800 973 974 0.045 11 1 Collector/I Local Road 1700 40 801 581 974 0.095 11 1 Major Arterial 1700 45 802 974 581 0.095 11 1 Major Arterial 1700 45 803 943 974 0.064 11 1 Major Arterial 1700 45 804 974 943 0.064 11 1 Major Arterial 1700 45 805 976 977 0.204 1 10 1~ Collector / Local Road 800 10 806 977 976 0.204 10 1 Collector/ Local Road 800 10 807 979 980 0.416 11 1 Major Arterial 1700 40 808 980 979 0.416 11 1 Major Arterial 1700 40 809 980 981 0.193 11 1 Major Arterial 1700 45 810 981 980 0.193 11 1 Major Arterial 1700 45 811 979 981 0.334 11 1 Major Arterial 1700 45 812 981 979 0.334 11 1 Major Arterial 1700 45 813 976 980 2.085 11 1 Major Arterial 1700 40 814 980 976 2.085 11 1 Major Arterial 1700 40 815 984 910 0.296 10 1 Collector / Local Road 800 15 816 300 984 0.064 11 3 Principal Arterial 5400 50 817 984 300 0.064 11 3 Principal Arterial 5400 50 818 912 984 0.142 11 3 Principal Arterial 5400 50 819 984 912 0.142 11 3 Principal Arterial 5400 50 820 180 985 0.362 11 -1 Major Arterial 1700 45 821 985 180 0.362 11 1 Major Arterial 1700 45 822 181 986 0.233 11 1 Major Arterial 1700 50 823 602 607 1.07 11 1 Principal Arterial 1700 45 824 607 602 1.07 11 1 Principal Arterial 1700 45 825 988 987 0.387 11 1 Collector / Local Road 1700 40 826 988 989 0.284 11 2 Major Arterial 3400 50 1 827 989 988 0.284 11 2 Major Arterial 3400 50 828 989 990 0.113 11 2 Major Arterial 3400 50 829 990 989 0.113 11 2 Major Arterial 3400 50 830 990 991 0.122 11 2 Major Arterial 3200 45 831 991 990 0.122 11 2 Major Arterial 3200 45 832 991 992 0.135 11 2 Major Arterial 3200 45 833 992 991 0.135 11 2 Major Arterial 3200 45 834 989 991 0.539 11 1 Collector / Local Road 1700 40 835 990 993 0.132 11 2 Major Arterial 3400 50 836 993 990 0.132 11 2 Major Arterial 3400 50 837 991 993 0.304 11 1 Collector/ Local Road 1700 40 838 987 994 0.117 11 1 Major Arterial 1700 45 839 994 987 0.117 11 1 Major Arterial ___1700 45 840 990 994 0.038 11 1 Major Arterial 1700 45 841 994 990 0.038 11 1 Major Arterial 1700 45 842 994 989 0.365 11 1 Collector/ Local Road 1700 40 843 755 757 0.142 12 2 Major Arterial 2700 30 844 182 995 0.262 11 1 Principal Arterial 1700 45 845 995 182 0.262 11 1 Principal Arterial 1700 45 846 188 995 0.246 12 1 Ramp 1500 35 847 995 188 0.246 12 1 Ramp 1500 35 848 560 879 1.58 11 1 Principal Arterial 1600 55 849 879 560 1.58 11 1 Principal Arterial 1600 55 850 876 996 0.29 11 1 Minor Arterial 1700 40 851 996 876 0.29 11 1 Minor Arterial 1700 40 852 996 997 0.205 11 1 Minor Arterial 1700 40 853 95 1 282 0.121 11 2 Major Arterial 3200 45 854 282 1 95 0.121 11 2 Major Arterial 3200 45 Page 15 of 46 Appendix C - Page 16 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter Data Table reekNGSRoadway Lik#

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

Lik UNoe -Nde (mi) Width (ft) Lanes Rate_________

855 95 91 0.523 11 1 Collector / Local Road 1700 40 856 566 976 2.419 11 1 Major Arterial 1700 40 857 976 566 2.419 11 1 Major Arterial 1700 40 858 340 1008 0.04 11 2 Minor Arterial 3200 45 859 1008 340 0.04 11 2 Minor Arterial 3200 45 860 339 1010 0.055 11 3 Principal Arterial 5400 50 861 1010 339 0.055 11 3 Principal Arterial 5400 50 862 1010 340 0.099 11 1 Collector / Local Road 1700 40 863 345 1011 0.115 11 3 Principal Arterial 5400 50 864 1011 345 0.115 11 3 Principal Arterial 5400 50 865 1011 1012 0.149 10 1 Collector/ Local Road 800 15 866 345 1012 0.082 10 1 Collector! Local Road 800 15 867 1012 345 0.082 10 1 Collector /Local Road 800 15 868 982 997 0.135 11 1 Minor Arterial 1700 40 869 997 982 0.135 11 1 Minor Arterial 1700 40 870 982 996 0.146 11 1 Minor Arterial 1700 40 871 996 982 0.146 11 1 Minor Arterial 1700 40 872 972 1015 0.154 11 1 Minor Arterial 1700 40 873 1015 749 0.129 11 1 Minor Arterial 1700 40 874 1015 1016 0.088 11 1 Collector!/ Local Road 1700 40 875 753 1016 0.074 11 1 Minor Arterial 1700 40 876 1016 753 0.074 11 1 Minor Arterial 1700 40 877 749 1016 0.114 11 1 Minor Arterial 1700 40 878 1016 749 0.114 11 1 Minor Arterial 1700 40 879 1017 849 0.048 11 1 Minor Arterial 1700 40 880 849 1018 0.056 10 1 Collector/ Local Road 800 15 881 1018 849 0.056 10 1 Collector! Local Road 800 15 882 1017 1018 0.034 10 1 Collector /Local Road 800 15 883 333 1019 1.976 11 1 Major Arterial 1200 55 884 1019 333 1.976 11 1 Major Arterial 1200 55 885 1019 1020 0.891 11 1 Minor Arterial 1150 40 886 1020 1019 0.891 11 1 Minor Arterial 1150 40 887 407 1020 1.281 11 1 Minor Arterial 1150 40 888 1020 407 1.281 11 1 Minor Arterial 1150 40 889 414 1022 0.011 11 1 Collector! Local Road 1700 40 890 1022 414 0.011 11 1 Collector/ Local Road 1700 40 891 985 1023 0.055 1 11 1 Major Arterial 1700 50 892 1023 985 0.055 11 1 Major Arterial 1700 50 893 1024 184 0.151 11 1 Collector/ Local Road 1700 45 894 985 1024 0.046 11 1 Collector!/ Local Road 1700 45 895 1023 1024 0.052 11 1 Collector! Local Road 1700 45 896 837 940 2.016 11 1 Minor Arterial 1700 40 897 940 837 2.016 11 1 Minor Arterial 1700 40 898 1026 1027 0.031 11 1 Principal Arterial 1600 45 899 1027 1026 0.031 11 1 Principal Arterial 1600 45 900 1027 1028 0.03 10 1 Collector/ Local Road 800 15 901 1028 1027 0.03 10 1 Collector! Local Road- 800 15 902 91 286 0.255 11 1 Principal Arterial 1700 45 903 286 91 0.255 11 1 - Principal Arterial 1700 45 904 1021 1029 1.783 11 1 Major Arterial 1200 50 905 1029 1021 1.783 11 1 Major Arterial 1200 50 906 1030 784 0.235 11 1 Major Arterial 1700 45 907 783 784 0.308 11 1 Major Arterial 1700 45 908 271 272 0.214 11 2 Major Arterial 3200 40 909 272 271 0.214 11 2 Major Arterial 3200 40 910 258 262 1.133 11 2 Major Arterial 3400 50 911 262 258 1.133 11 2 Major Arterial 3400 50 Page 16 of 46 Appendix C - Page 17 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) -

912 96 1033 0.286 11 2 Major Arterial 3200 45 913 1033 96 0.286 11 2 Major Arterial 3200 45 914 135 1034 0.531 11 1 Major Arterial 1700 45 915 1034 135 0.531 11 1 Major Arterial 1700 45 916 256 1035 0.108 12 3 Major Arterial 4050 35 917 1035 256 0.108 12 3 Major Arterial 4050 35 --

918 493 1037 0.075 12 1 Ramp 1500 5 919 1037 487 0.023 10 1 Collector / Local Road 800 15 920 1039 493 0.28 12 1 Ramp 1500 35 921 471 473 0.065 10 1 Collector/ Local Road 800 15 922 440 1042 0.031 10 1 Collector / Local-Road 800 15 923 1042 440 0.031 10 1 Collector / Local Road 800 15 924 766 1044 0.817 11 1 Principal Arterial 1600 55 925 1044 766 0.817 11 1 Principal Arterial 1600 55 926 750 1044 3.646 11 1 Principal Arterial 1600 55 927 1044 750 3.646 11 1 Principal Arterial 1600 55 928 1043 1045 0.38 12 1 Minor Arterial 1100 35 929 1045 1043 0.38 12 1 Minor Arterial 1100 35 930 880 1046 0.027 11 1 Collector/ Local Road 1700 40 931 1046 880 0.027 11 1 Collector!/ Local Road 1700 40 932 533 534 0.093 11 1 Major Arterial 1700 45 933 1047 557 0.06 12 1 Minor Arterial 1700 25 934 1047 1048 0.097 10 -1 Collector!/ Local Road 800 15 935 557 1048 0.071 11 1 Minor Arterial 1700 40 936 1048 557 0.071 11 1 Minor Arterial 1700 40 937 792 801 1.024 11 1 Principal Arterial 1600 45 938 801 792 1.024 11 1 Principal Arterial 1600 45 939 656 891 1.734 11 1 Principal Arterial 1600 55 940 891 656 1.734 11 1 Principal Arterial 1600 55 941 918 1050 1.094 11 1 Major Arterial 1200 55 942 1050 918 1.094 11 1 Major Arterial 1200 55 943 257 1050 0.647 11 1 Major Arterial 1700 55 944 1050 257 0.647 11 1 Major Arterial 1700 55 945 1052 482 0.259 12 3 Freeway 6150 45 946 1053 505 0.84 12 3 Freeway 6150 45 947 1055 1054 0.406 12 2 Freeway 4100 55 948 972 753 0.211 11 2 Major Arterial 3200 45 949 330 327 0.333 11 1 Minor Arterial 1700 40 950 318 315 0.423 11 1 Minor Arterial 1700 40 951 321 326 0.298 11 1 Minor Arterial 1700 40 952 318 326 0.095 11 2 Major Arterial 3400 50 953 326 318 0.095 11 2 Major Arterial 3400 50 954 310 325 0.478 11 1 Minor Arterial 1700 40 955 1059 777 0.86 12 2 Freeway 4100 65 956 780 1059 0.134 12 2 Freeway 4100 60 957 420 1060 0.078 12 4 Freeway 8200 45 958 406 418 0.265 11 1 Major Arterial 1700 45 959 418 406 0.265 11 1 Major Arterial 1700 45 960 387 412 1.085 12 2 Freeway 4100 45 961 623 1062 0.545 11 1 Major Arterial 1150 45 962 1062 623 0.545 11 1 Major Arterial 1150 45 963 754 1017 0.184 11 1 Minor Arterial 1700 40 964 190 1063 0.101 11 2 Principal Arterial 3600 50 965 1063 1064 0.159 11 2 Principal Arterial 3600 50 966 682 1065 0.508 11 2 Minor Arterial 3200 40 967 1065 682 0.508 11 2 Minor Arterial 3200 40 968 163 821 0.108 11 1 Major Arterial 1700 45 Page 17 of 46 Appendix C - Page 18 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- - ________ (mi) Width (ft) Lanes ___________ Rate (vehlhr) -

969 821 163 0.108 11 1 Major Arterial 1700 45

-970 821 948 0.024 11 1 Major Arterial 1700 45 971 948 821 0.024 11 1 Major Arterial 1700 45

-972 253 251 0.184 11 1 Major Arterial 1700 45 973 251 248 0.054 11 1 Major Arterial 1700 45 974 221 226 0.629 12 2 Major Arterial 2700 35 975 226 221 0.629 12 2 Major Arterial 2700 35 976 647 844 2.176 1 1 1 Principal Arterial 1600 50 977 844 647 2.176 11 1 Principal Arterial 1600 50 978 864 1068 0.155 10 1 Collector / Local Road 800 15 979 1068 864 0.155 10 1 Collector / Local Road 800 15 980 835 1058 0.779 12 1 Ramp 1500- 20 981 706 711 0.396 12 1 Ramp 1500 35 982 711 706 0.396 12 1 Ramp 1500 35 983 1045 1069 0.171 12 1 Minor Arterial 1700 35 984 1069 1045 0.171 12 1 Minor Arterial 1700 35 985 860 1070 0.58 11 1 Major Arterial 1700 40 986 1070 860 0.58 11 1 Major Arterial 1700 40 987 1070 1071 0.19 11 1 Collector/I Local Road 1700 40 988 1071 1072 0.346 11 1 Collector / Local Road 1700 40 989 1070 1072 0.119 11 1 Major Arterial 1700 40

-990 1072 1070 0.119 11 1 Major Arterial 1700 40 991 1072 1054 0.564 12 1 Ramp 1500 35 992 161 1073 0.382 11 2 Major Arterial 3400 50

-993 1073 161 0.382 11 2 Major Arterial 3400 50 994 1073 1074 0.376 11 1 Collector / Local Road 1700 45 995 1051 1074 1.012 11 1 Ramp 1500 55 996 1075 168 0.087 11 1 Ramp 1500 55 997 1074 1075 0.113 11 1 Ramp 1500 55

-998 1075 1076 0.115 11 1 Ramp 1500 55 999 1079 1080 0.823 12 1 Ramp 1500 25 1000 1080 1062 0.075 12 1 Ramp 1500 25 1001 1062 1081 0.074 11 1 Major Arterial 1150 45 1002 1081 1062 0.074 11 1 Major Arterial 1150 45 1003 1080 1081 0.058 12 1 Ramp 1500 25 1004 1081 1082 0.026 11 1 Major Arterial 1150 45

-1005 1082 1081 0.026 11 1 Major Arterial 1150 45 1006 1082 1078 0.926 12 1 Ramp 1500 35 1007 1079 1078 0.469 12 2 Freeway 4100 45 1008 1077 1083 0.417 12 2 Freeway 4100 45 1009 1077 1084 0.809 12 1 Ramp 1500 35

-1010 1084 623 0.05 12 1 Ramp 1500 35 1011 624 1085 0.116 11 1 Major Arterial 1700 45 1012 1085 624 0.116 11 1 Major Arterial 1700 45 1013 623 1085 0.058 11 1 Major Arterial 1700 45 1014 1085 623 0.058 11 1 Major Arterial 1700 45

-1015 1084 1085 0.073 12 1 Ramp 1500 35 1016 1013 1086 0.039 11 1 Major Arterial 1700 55 1017 1086 1013 0.039 11 1 Major Arterial 1700 55 1018 1128 1129 1.781 10 1 Collector/ Local Road 800 10 1019 1129 1128 1.781 10 1 Collector/ Local Road 800 10 1020 497 1088 0.155 11 3 Principal Arterial 4950 45 1021 1088 497 0.155 1 11 1 Principal Arterial 1700 45 1022 1088 1089 0.199 11 4 Principal Arterial 6600 45 1023 1089 1088 0.199 11 2 Principal Arterial 3300 45 1024 489 1089 0.155 11 2 Principal Arterial 3300 45 1025 11089 489 0.155 11 2 Principal Arterial 3300 45 Page 18 of 46 Appendix C - Page 19 of 63

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

-ink U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr -

1026 1089 1090 0.3 11 2 Collector / Local Road 3200 45 1027 1090 489 0.178 11 2 Principal Arterial 3600 50 1028 496 504 0.158 11 1 Principal Arterial 1700 45 1029 504 496 0.158 11 1 Principal Arterial 1700 45 1030 217 1091 0.535 10 1 Collector/Local Road 800 15 1031 1091 217 0.535 10 1 Collector / Local Road 800 15 1032 139 1092 0.417 11 1 Major Arterial 1700 45 1033 1092 139 0.417 11 1 Major Arterial 1700 45 1034 139 1093 2.173 11 1 Major Arterial 1700 45 1035 1093 139 2.173 11 1 Major Arterial 1700 45 1036 133 1094 0.123 11 1 Major Arterial 1700 45 1037 1094 133 0.123 11 1 Major Arterial 1700 45 1038 879 882 1.208 11 1 Principal Arterial 1600 55 1039 882 879 1.208 11 1 Principal Arterial 1600 55 1040 882 1096 0.671 10 1 Collector/Local Road 800 15 1041 1096 882 0.671 10 1 Collector / Local Road 800 15 1042 1097 1098 0.544 12 1 Principal Arterial 1600 35 1043 1098 1097 0.544 12 1 Principal Arterial 1600 35 1044 900 1099 0.128 12 1 Minor Arterial 1100 35 1045 1099 900 0.128 12 1 Minor Arterial 1100 35 1046 1100 1101 0.51 12 1 Ramp 1500 35 1047 1102 1103 0.853 12 1 Ramp 1500 35 1048 1101 1104 0.105 11 1 Major Arterial 1700 40 1049 1104 1101 0.105 11 1 Major Arterial 1700 40 1050 1101 1102 0.113 12 1 Ramp 1500 35 1051 1104 1102 0.162 12 1 Ramp 1500 35 1052 1107 1108 0.092 12 1 Ramp 1500 35 1053 1107 1106 0.143 12 1 Ramp 1500 35 1054 1106 1108 0.131 11 1 Major Arterial 1150 45 1055 1108 1106 0.131 11 1 Major Arterial 1150 45 1056 1110 1109 0.712 12 1 Ramp 1500 35 1057 1108 1110 0.059 12 1 Ramp 1500 35 1058 605 1111 1.782 11 1 Major Arterial 1150 45 1059 1111 605 1.782 11 1 Major Arterial 1150 45 1060 1111 1110 0.124 12 1 Ramp 1500 35 1061 1108 1111 0.117 11 1 Major Arterial 1150 45 1062 1111 1108 0.117 11 1 Major Arterial 1150 45 1063 790 865 3.786 11 1 Principal Arterial 1600 50 1064 865 790 3.786 11 1 Principal Arterial 1600 50 1065 791 789 0.12 11 1 Principal Arterial 1600 45 1066 936 1113 0.559 11 1 Collector/Local Road 1700 40 1067 1113 936 0.559 11 1 Collector / Local Road 1700 40 1068 1114 1115 1.302 12 5 Freeway 10250 55 1069 1116 1117 0.206 11 2 Major Arterial 3200 45 1070 1117 1116 0.206 11 2 Major Arterial 3200 45 1071 152 1118 0.857 11 2 Major Arterial 3200 45 1072 1118 152 0.857 11 2 Major Arterial 3200 45 1073 1117 1119 0.191 12 1 Ramp 1500 35 1074 1116 1119 0.11 12 1 Ramp 1500 35 1075 1118 1120 0.091 11 1 Collector/ Local Road 1700 40 1076 1120 1116 0.271 11 1 Collector/ Local Road 1700 40 1077 936 1117 1.404 11 2 Major Arterial 3200 45 1078 1117 936 1.404 11 2 Major Arterial 3200 45 1079 1123 103 0.286 12 2 Freeway 4100 60 1080 998 999 0.038 10 2 Collector / Local Road 1600 15 1081 999 998 0.038 10 2 Collector / Local Road 1600 15 1082 127 1130 0.815 11 1 Major Arterial 1700 40 Page 19 of 46 Appendix C - Page 20 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ________ (mi) Width (ft) Lanes ___________ Rate (vehlhr) -

1083 1130 127 0.815 11 1 Major Arterial 1700 40 1084 116 1130 0.46 11 1 Major Arterial 1700 40 1085 1130 116 0.46 11 1 Major Arterial 1700 40 1086 1132 1133 0.191 10 1 Collector /LocaliRoad 800 15 1087 1133 1132 0.191 10 1 Collector /LocaliRoad 800 15 1088 1025 1001 0.753 11 2 Minor Arterial 3200 45 1089 1130 1134 0.469 10 1 Collector/ Local Road 800 15 1090 1134 1130 0.469 10 1 Collector /Local Road 800 15 1091 172 173 0.491 11 1 Major Arterial 1700 45 1092 173 172 0.491 11 1 Major Arterial 1700 45 1093 995 1064 0.301 12 1 Ramp 1500 35 1094 995 1135 0.161 11 1 Principal Arterial 1700 45 1095 1135 995 0.161 11 1 Principal Arterial 1700 45 1096 1063 1135 0.356 12 1 Ramp 1500 35 1097 145 1136 0.199 10 1 Collector/ Local Road 800 15 1098 1136 145 0.199 10 1 Collector /Local Road 800 15 1099 944 1137 0.158 11 1 Principal Arterial 1700 45 1100 1137 944 0.158 11 1 Principal Arterial 1700 45 1101 967 1137 0.248 11 1 Principal Arterial 1700 45 1102 1137 967 0.248 11 1 Principal Arterial 1700 45 1103 946 1138 0.228 11 1 Major Arterial 1700 45 1104 1138 946 0.228 11 1 Major Arterial 1700 45 1105 11138 1139 0.291 11 1 Major Arterial 1700 45 1106 1139 1138 0.291 11 1 Major Arterial 1700 45 1107 1138 1137 0.759 12 1 Minor Arterial 1700 31 1108 967 1139 0.945 12 1 Minor Arterial 1700 31 1109 166 170 0.43 12 1 Minor Arterial 1700 31 1110 174 954 0.236 12 1 Minor Arterial 1700 31 1111 1131 1140 0.166 10 1 Collector /Local Road 800 31 1112 1140 1131 0.166 10 1 Collector/ Local Road 800 31 1113 966 1141 0.355 12 1 Minor Arterial 1700 31 1114 1141 965 0.024 12 1 Minor Arterial 1700 31 1115 1065 1002 0.036 11 1 Minor Arterial 1700 40 1116 898 1143 0.747 10 1 Collector /Local Road 800 31 1117 1143 898 0.747 10 1 Collector/ Local Road 800 31 1118 1049 1142 0.658 10 1 Collector/ Local Road 800 31 1119 1142 1049 0.658 10 1 Collector /Local Road 800 31 1120 891 1145 3.094 10 1 Collector /Local Road 800 15 1121 1145 891 3.094 10 1 Collector/ Local Road 800 15 1122 397 401 0.204 12 1 Principal Arterial 1700 31 1123 401 397 0.204 12 1 Principal Arterial 1700 31 1124 401 402 0.112 12 1 Principal Arterial 1700 31 1125 402 401 0.112 12 1 Principal Arterial 1700 31 1126 401 403 0.191 12 1 Principal Arterial 1700 31 1127 403 401 0.191 12 1 Principal Arterial 1700 31 1128 1009 1008 0.029 12 2 Minor Arterial 2700 31 1129 553 572 4.493 10 1 Collector/ Local Road 800 31 1130 572 553 4.493 10 1 Collector / Local Road 800 31 1131 603 983 1.129 10 1 Collector /Local Road 800 31 1132 983 603 1.129 10 1 Collector/ Local Road 800 31 1133 645 1146 0.32 12 1 Ramp 1500 35 1134 1146 645 0.32 12 1 Ramp 1500 35 1135 1146 644 0.096 12 1 Ramp 1500 35 1136 647 1147 0,438 12 1 Ramp 1500 35 1137 1147 647 0,438 12 1 Ramp 1500 35 1138 646 1147 0.158 12 1 Ramp 1500 35 1139 646 1148 0.221 12 2 Freeway 4100 45 Page 20 of 46 Appendix C - Page 21 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway 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 ___________ Rate (vehlhr) -

1140 1149 644 0.114 12 2 Freeway 4100 45 1141 1149 1146 0.047 12 1 Ramp 1500 31 1142 1147 1148 0.091 12 1 Ramp 1500 31 1143 1 641 0.3 10 1 Collector /Local Road 800 25 1144 641 1 0.3 10 1 Collector /Local Road 800 25 1145 2 890 0.593 10 1 Collector /Local Road 800 25 1146 890 2 0.593 10 1 Collector /Local Road 800 25 1147 3 636 0.073 10 1 Collector / Local Road 800 25 1148 636 3 0.073 10 1 Collector / Local Road 800 25 1149 4 983 0.33 10 1 Collector /Local Road 800 25 1150 983 4 0.33 10 1 Collector /Local Road 800 25 1151 5 524 0.101 10 1 Collector /Local Road 800 25 1152 524 5 0.101 10 1 Collector / Local Road 800 25 1153 6 483 0.522 10 1 Collector/I Local Road 800 25 1154 483 6 0.522 10 1 Collector/ Local Road 800 25 1155 7 611 0.187 10 1 Collector/ILocal Road 800 25 1156 611 7 0.187 10 1 Collector /Local Road 800 25 1157 8 612 1.835 10 1 Collector/ Local Road 800 25 1158 612 8 1.835 10 1 Collector /Local Road 800 25 1159 8 614 0.53 10 1 Collector /Local Road 800 25 1160 614 8 0.53 10 1 Collector /Local Road 800 25 1161 9 537 0.315 10 1 Collector/ Local Road 800 25 1162 537 9 0.315 10 1 Collector/I Local Road 800 25 1163 10 593 0.307 10 1 Collector/ Local Road 800 25 1164 593 10 0.307 10 1 Collector / Local Road 800 25 1165 11 573 2.897 10 1 Collector /Local Road 800 25 1166 573 11 2.897 10 1 Collector /Local Road 800 25 1167 12 554 0.17 10 1 Collector/ Local Road 800 25 1168 554 12 0.17 10 1 Collector/ Local Road 800 25 1169 13 574 0.115 10 1 Collector /Local Road 800 25 1170 574 13 0.115 10 1 Collector /Local Road 800 25 1171 14 568 0.596 10 1 Collector /Local Road 800 25 1172 568 14 0.596 10 1 Collector/ Local Road 800 25 1173 15 833 1.723 10 1 Collector /Local Road 800 25 1174 833 15 1.723 10 1 Collector / Local Road 800 25 1175 16 657 0.364 10 1 Collector /Local Road 800 25 1176 657 16 0.364 10 1 Collector/ Local Road 800 25 1177 17 1144 0.197 10 1 Collector/Local Road 800 25 1178 1144 17 0.197 10 1 Collector/Local Road 800 25 1179 18 1145 0.159 10 1 Collector /LocaliRoad 800 25 1180 1145 18 0.159 10 1 Collector /Local Road 800 25 1181 19 1057 0.673 10 1 Collector /Local Road 800 25 1182 1057 19 0.673 10 1 Collector / Local Road 800 25 1183 20 572 0.648 10 1 Collector / Local Road 800 25 1184 572 20 0.648 10 1 Collector / Local Road 800 25 1185 21 843 0.117 10 1 Collector/ Local Road 800 25 1186 843 21 0.117 10 1 Collector /Local Road 800 25 1187 22 427 0.316 10 1 Collector/I Local Road 800 25 1188 427 22 0.316 10 1 Collector / Local Road 800 25 1189 23 478 0.109 10 1 Collector / Local Road 800 25 1190 478 23 0.109 10 1 Collector/ Local Road 800 25 1191 24 400 0.652 10 1 Collector/ Local Road 800 25 1192 400 24 0.652 10 1 Collector / Local Road 800 25 1193 25 413 0.808 10 1 Collector / Local Road 800 25 1194 413 25 0.808 10 1 Collector /Local Road 800 25 1195 26 1066 1.288 10 1 Collector/ILocal Road 1700 25 1196 1066 26 1.288 10 1 Collector/ Local Road 1700 25 Page 21 of 46 Appendix C - Page 22 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

1197 27 847 0.204 10 1 Collector / Local Road 800 25 1198 847 27 0.204 10 1 Collector /Local Road 800 25 1199 28 920 0.486 10 1 Collector / Local Road 800 25 1200 920 28 0.486 10 1 Collector! Local Road 800 25 1201 29 919 0.544 10 1 Collector!/ Local Road 800 25 1202 919 29 0.544 10 1 Collector! Local Road 800 25 1203 30 666 1.327 10 1 Collector / Local Road 800 25 1204 666 30 1.327 10 1 Collector!/ Local Road 800 25 1205 31 1000 0.258 10 1 Collector!/ Local Road 800 25 1206 1000 31 0.258 10 1 Collector/ Local Road 800 25 1207 32 676 0.26 10 1 Collector/ Local Road 800 25 1208 676 32 0.26 10 1 Collector!/ Local Road 800 25 1209 33 665 0.136 10 1 Collector!/ Local Road 800 25 1210 665 33 0.136 10 1 Collector /Local Road 800 25 1211 34 1087 0.473 10 1 Collector! Local Road 800 25 1212 1087 34 0.473 10 1 Collector! Local Road 800 25 1213 35 907 0.249 10 1 Collector! Local Road 800 25 1214 907 35 0.249 10 1 Collector!/ Local Road 800 25 1215 36 1142 0.229 10 1 Collector! Local Road 800 25 1216 1142 36 0.229 10 1 Collector/ Local Road 800 25 1217 37 1143 0.596 10 1 Collector/ LocaliRoad 800 25 1218 1143 37 0.596 10 1 Collector/ Local Road 800 25 1219 38 858 1.104 10 1 Collector /Local Road 800 25 1220 858 38 1.104 10 1 Collector!/ Local Road 800 25 1221 39 619 0.744 10 1 Collector! Local Road 800 25 1222 619 39 0.744 10 1 Collector! Local Road 800 25 1223 40 615 0.136 10 1 Collector /Local Road 800 25 1224 615 40 0.136 10 1 Collector /Local Road 800 25 1225 41 630 0.294 10 1 Collector!/ Local Road 800 25 1226 630 41 0.294 10 1 Collector! Local Road 800 25 1227 42 632 0.133 10 1 Collector!/ Local Road 800 25 1228 632 42 0.133 10 1 Collector!/ Local Road 800 25 1229 43 963 1.394 10 1 Collector! Local Road 800 25 1230 963 43 1.394 10 1 Collector! Local Road 800 25 1231 44 839 0.369 10 1 Collector! Local Road 800 25 1232 839 44 0.369 10 1 Collector!/ Local Road 800 25 1233 45 922 1.355 10 1 Collector!/ Local Road 800 25 1234 922 45 1.355 10 1 Collector! Local Road 800 25 1235 46 696 0.122 10 1 Collector! Local Road 800 25 1236 696 46 0.122 10 1 Collector! Local Road 800 25 1237 47 693 0.197 10 1 Collector!/ Local Road 800 25 1238 693 47 0.197 10 1 Collector!I Local Road 800 25 1239 48 548 0.531 10 1 Collector!/ Local Road 800 25 1240 548 48 0.531 10 1 Collector! Local Road 800 25 1241 49 863 1.596 10 1 Collector! Local Road 800 25 1242 863 49 1.596 10 1 Collector!I Local Road 800 25 1243 50 443 0.129 10 1 - Collector! Local Road, 800 25 1244 443 50 0.129 10 1 Collector! Local Road 800 25 1245 51 1031 0.224 10 1 Collector! Local Road 800 25 1246 1031 51 0.224 10 1 Collector /Local Road 800 25 1247 52 261 0.066 10 1 Collector!/ Local Road 800 25 1248 261 52 0.066 10 1 Collector! Local Road 800 25 1249 52 869 1.771 10 1 Collector! Local Road 800 25 1250 869 52 1.771 10 1 Collector! Local Road 800 25 1251 53 845 1.05 10 1 Collector! Local Road 800 25 1252 845 53 1.05 10 1 Collector /Local Road 800 25 1253 54 877 1.026 10 1 Collector! Local Road 800 25 _

Page 22 of 46 Appendix C - Page 23 of 63

Appendix C Oyster Creek INGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

1254 877 54 1.026 10 1 Collector / Local Road 800 25 1255 54 977 0.634 10 1 Collector / Local Road 800 25 1256 977 54 0.634 10 1 Collector!/ Local Road 800 25 1257 55 872 0.353 10 1 Collector!/ Local Road 800 25 1258 872 55 0.353 10 1 Collector!/ Local Road 800 25 1259 56 1096 0.641 10 1 Collector!/ Local Road 800 25 1260 1096 56 0.641 10 1 Collector /Local Road 800 25 1261 57 870 0.201 10 1 Collector!/ Local Road 800 25 1262 870 57 0.201 10 1 Collector!/ Local Road 800 25 1263 58 751 3.257 10 1 Collector!/ Local Road 800 25 1264 751 58 3.257 10 1 Collector!/ Local Road 800 25 1265 59 794 1.61 10 1 Collector!/ Local Road 800 25 1266 794 59 1.61 10 1 Collector! Local Road 800 25 1267 60 1129 2.109 10 1 Collector!/ Local Road 800 25 1268 1129 60 2.109 10 1 Collector/ Local Road 800 25 1269 61 383 0.132 10 1 Collector!/ Local Road 800 25 1270 383 61 0.132 10 1 Collector!/ Local Road 800 25 1271 62 915 0.566 10 1 Collector! Local Road 800 25 1272 915 62 0.566 10 1 Collector!/ Local Road 800 25 1273 63 252 0.202 10 1 Collector!/ Local Road 800 25 1274 252 63 0.202 10 1 Collector!/ Local Road 800 25 1275 64 799 0.503 10 1 Collector! Local Road 800 25 1276 799 64 0.503 10 1 Collector! Local Road 800 25 1277 64 868 0.268 10 1 Collector!/ Local Road 800 25 1278 868 64 0.268 10 1 Collector! Local Road 800 25 1279 65 851 2.855 10 1 Collector! Local Road 800 25 1280 851 65 2.855 10 1 Collector/ Local Road 800 25 1281 65 852 3.535 10 1 Collector / Local Road 800 25 1282 852 65 3.535 10 1 Collector!/ Local Road 800 25 1283 66 303 0.35 10 1 Collector! Local Road 800 25 1284 303 66 0.35 10 1 Collector! Local Road 800 25 1285 67 336 0.258 10 1 Collector!/ Local Road 800 25 1286 336 67 0.258 10 1 Collector!/ Local Road 800 25 1287 68 273 0.153 10 1 Collector/ Local Road 800 25 1288 273 68 0.153 10 1 Collector! Local Road 800 25 1289 68 274 0.491 10 1 Collector!/ Local Road 800 25 1290 274 68 0.491 10 1 Collector!/ Local Road 800 25 1291 69 214 0.062 10 1 Collector! Local Road 800 25 1292 214 69 0.062 10 1 Collector!/ Local Road 800 25 1293 70 334 0.877 10 1 Collector / Local Road 800 25 1294 334 70 0.877 10 1 Collector!/ Local Road 800 25 1295 71 1091 0.227 10 1 Collector!/ Local Road 800 25 1296 1091 71 0.227 10 1 Collector! Local Road 800 25 1297 72 234 0.242 10 1 Collector!/ Local Road 800 25 1298 234 72 0.242 10 1 Collector!/ Local Road 800 25 1299 73 866 0.257 10 1 Collector! Local Road 800 25 1300 866 73 0.257 10 1 Collector! Local Road 800 25 1301 74 1136 0.05 10 1 Collector!/ Local Road 800 25 1302 1136 74 0.05 10 1 Collector!/Local Road 800 25 1303 75 1134 0.023 10 1 Collector! Local Road 800 25 1304 1134 75 0.023 10 1 Collector!/ Local Road 800 25 1305 76 1140 0.047 10 1 Collector! Local Road 800 25 1306 1140 76 0.047 10 1 Collector! Local Road 800 25 1307 77 1068 0.131 10 1 Collector! Local Road 800 25 1308 1068 77 0.131 10 1 Collector!/ Local Road 800 25 1309 78 959 0.428 10 1 Collector!/ Local Road 800 25 1310 959 78 0.428 10 1 Collector! Local Road 800 25 Page 23 of 46 Appendix C - Page 24 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ______ ______ (ml) Width (ft) Lanes _____ _____ Rate (vehlhr) -

1311 79 1133 0.188 10 1 Collector!/ Local Road 800 25 1312 1133 79 0.188 10 1 Collector /Local Road 800 25 1313 80 1123 0.793 10 1 Collector!/ Local Road 800 25 1314 1123 80 0.793 10 1 Collector!/ Local Road 800 25 1315 80 1124 0.802 10 1 Collector!/ Local Road 800 25 1316 1124 80 0.802 10 1 Collector!/ Local Road 800 25 1317 81 178 0.995 10 1 Collector / Local Road 800 25 1318 178 81 0.995 10 1 Collector!/ Local Road 800 25 1319 82 811 0.245 10 1 Collector!/ Local Road 800 25 1320 811 82 0.245 10 1 Collector!/ Local Road 800 25 1321 83 1126 0.395 10 1 Collector /Local Road 800 25 1322 1126 83 0.395 10 1 Collector / Local Road 800 25 1323 83 1127 0.407 10 1 Collector!/ Local Road 800 25 1324' 1127 83 0.407 10 1 Collector! Local Road 800 25 1325 84 1094 0,228 10 1 Collector!/ Local Road 800 25 1326 1094 84 0.228 10 1 Collector / Local Road 800 25 1327 85 149 0.096 10 1 Collector /Local Road 800 25 1328 149 85 0.096 10 1 Collector!/ Local Road 800 25 1329 85 150 0.143 10 1 Collector! Local Road 800 25 1330 150 85 0.143 10 1 Collector!/ Local Road 800 25 1331 86 1033 0.645 10 1 Collector! Local Road 800 25 1332 1033 86 0.645 10 1 Collector!/ Local Road 800 25 1333 87 203 0.574 10 1 Collector!/ Local Road 800 25 1334 203 87 0.574 10 1 Collector!/ Local Road 800 25 1335 88 114 0.469 10 1 Collector /Local Road 800 25 1336 114 88 0.469 10 1 Collector!/ Local Road 800 25 1337 88 115 0,476 10 1 Collector!/ Local Road 800 25 1338 115 88 0.476 1 10 1 Collector!/ Local Road 800 25 1339 88 926 1.943 10 1 Collector! Local Road 800 25 1340 926 88 1.943 10 1 Collector!/ Local Road 800 25 1341 827 1135 1.159 11 1 Principal Arterial 1700 45 1342 1135 827 1.159 11 1 Principal Arterial 1700 45 1343 96 97 0.513 11 1 Major Arterial 1700 45 1344 97 96 0.513 11 1 Major Arterial 1700 45 1345 89 98 0.644 11 2 Principal Arterial 3300 45 1346 98 89 0.644 11 2 Principal Arterial 3300 45 1347 97 98 1.398 11 1 Major Arterial 1700 45 1348 98 97 1.398 11 1 Major Arterial 1700 45 1349 98 104 0.644 11 2 Principal Arterial 3300 45 1350 104 98 0.644 11 2 Principal Arterial 3300 45 1351 108 117 0.769 11 1 Major Arterial 1700 40 1352 117 108 0.769 11 1 Major Arterial 1700 40 1353 116 118 1.514 11 1 Minor Arterial 1700 40 1354 118 116 1.514 11 1 Minor Arterial 1700 40 1355 101 119 1.407 11 1 Minor Arterial 1700 40 1356 119 101 1.407 11 1 Minor Arterial ___1700 40 1357 100 120 2.012 11 1 Major Arterial 1700 45 1358 120 100 2.012 11 1 Major Arterial 1700 45 1359 ill 121 0.663 11 1 Major Arterial 1700 45 1360 121 ill 0.663 11 1 Major Arterial 1700 45 1361 104 126 0.763 11 2 Principal Arterial 3300 45 1362 126 104 0.763 11 2 - Principal Arterial 3300 45 1363 119 130 0.484 11 1 Minor Arterial 1700 40 1364 130 119 0.484 11 1 Minor Arterial 1700 40 1365 123 128 0.4 11 1 Major Arterial 1700 40 1366 128 123 0.4 11 1 Major Arterial 1700 40 1367 124 129 0.631 11 1 Major Arterial 1700 40 Page 24 of 46 Appendix C - Page 25 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Numlber of Roadway Type Saturation Flow FFS (mph)

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

1368 129 124 0.631 11 1 Major Arterial 1700 40 _

1369 127 135 1.333 11 1 Major Arterial 1700 40 _

1370 135 127 1.333 11 1 Major Arterial 1700 40 1371 129 132 0.869 11 1 Major Arterial 1700 45 1372 132 129 0.869 11 1 Major Arterial 1700 45 1373 136 932 1.375 11 1 Minor Arterial 1700 40 1374 932 136 1.375 11 1 Minor Arterial 1700 40 1375 132 138 1.062 11 1 Principal Arterial 1700 45 1376 138 132 1.062 11 1 Principal Arterial 1700 45 1377 138 144 1.008 11 1 Principal Arterial 1700 40 1378 144 138 1.008 11 1 Principal Arterial 1700 40 1379 137 142 1.351 11 1 Major Arterial 1700 45 1380 142 137 1.351 11 1 Major Arterial 1700 45 1381 143 936 2.572 11 2 Major Arterial 3200 45 1382 936 143 2.572 11 2 Major Arterial 3200 45 1383 144 147 0.338 11 1 Principal Arterial 1700 40 1384 147 144 0.338 11 1 Principal Arterial 1700 40 1385 149 151 0.725 11 1 Principal Arterial 1700 45 1386 151 149 0.725 11 1 Principal Arterial 1700 45 1387 169 944 0.809 11 1 Major Arterial 1700 45 1388 944 169 0.809 11 1 Major Arterial 1700 45 1389 168 1073 0.37 11 2 Major Arterial 3400 50 1390 1073 168 0.37 11 2 Major Arterial 3400 50 1391 171 180 1.232 11 1 Principal Arterial 1700 45 1392 180 171 1.232 11 1 Principal Arterial 1700 45 1393 170 183 0.567 11 1 Major Arterial 1700 45 1394 183 170 0.567 11 1 Major Arterial 1700 45 1395 180 182 0.135 111 Principal Arterial 1700 45 1396 182 180 0.135 111 Principal Arterial 1700 45 1397 193 954 1.098 111 Major Arterial ___1700 45 1398 954 193 1.098 111 Major Arterial 1700 45 1399 179 180 1.118 111 Minor Arterial 1700 40 1400 180 179 1.118 11 1 Minor Arterial 1700 40 1401 191 196 0.342 1 11 3 Major Arterial 4800 40 1402 196 191 0.342 113 Major Arterial 4800 40 1403 192 953 2.799 111 Major Arterial 1700 45 1404 953 192 2.799 111 Major Arterial 1700 45 1405 194 195 0.315 111 Minor Arterial 1150 40 1406 195 194 0.315 111 Minor Arterial 1150 40 1407 196 199 0.17 11 2 Major Arterial 3200 40 1408 199 196 0.17 1 11 2 Major Arterial 3200 40 1409 197 202 0.947 11 2 Major Arterial 3400 50 1410 202 197 0.947 11 2 Major Arterial 3400 50 1411 203 205 0.92 11 1 Major Arterial 1150 45 1412 205 203 0.92 11 1 Major Arterial 1150 45 1413 206 207 0.356 11 1 Major Arterial 1700 45 1414 207 206 0.356 1 11 1 Major Arterial 1700 45 1415 208 209 0.629 11 1 Major Arterial 1700 45 1416 209 208 0.629 11 1 Major Arterial 1700 45 1417 211 222 0.961 11 1 Principal Arterial 1700 45 1418 222 211 0.961 11 1 Principal Arterial 1700 45 1419 205 216 11 1 Major Arterial

.2.146 1200 50 1420 216 205 2.146 11 1 Major Arterial 1200 50 1421 212 220 0.641 11 2 Major Arterial 3200 45 1422 219 212 0.618 11 2 Major Arterial 3200 45 1423 216 227 0.616 11 2 Major Arterial 3400 50 1424 227 216 0.616 11 2 Major Arterial 3400 50 _

Page 25 of 46 Appendix C - Page 26 of 63

Appendix C Oyster Creek NGS Oyter Appedix Network Data Table reekNGSRoadway Link # U-Node D-Node Length Lane(ft) Number WYidth Lanes of Roadway Type SautinFo Rate (vehlhr)FF(mh S(mh

_______(ml) 1425 223 228 1.936 10 1 Collector / Local Road 800 15 1426 228 223 1.936 10 1 Collector / Local Road 800 15 1427 230 233 0.415 11 2 Major Arterial 3400 50 1428 233 230 0.415 11 2 Major Arterial 3400 50 1429 233 235 0.85 12 2 Major Arterial 2700 35 1430 235 233 0.85 12 2 Major Arterial 2700 35 1431 231 238 0.578 11 1 Major Arterial 1700 45 1432 238 231 0.578 11 1 Major Arterial 1700 45 1433 232 239 0.837 11 1 Major Arterial 1700 45 1434 239 232 0.837 11 1 Major Arterial 1700 45 1435 244 247 0.152 11 1 Major Arterial 1700 50 1436 258 264 0.687 11 1 Minor Arterial 1700 40 1437 264 258 0.687 11 1 Minor Arterial 1700 40 1438 259 269 1.373 11 1 Principal Arterial 1700 50 1439 269 259 1.373 11 1 Principal Arterial 1700 50 1440 262 264 1.024 11 1 Minor Arterial 1700 40 1441 264 262 1.024 11 1 Minor Arterial 1700 40 1442 264 270 1.692 11 1 Minor Arterial 1700 40 1443 270 264 1.692 11 1 Minor Arterial 1700 40 1444 262 271 1.453 11 2 MajorArterial 3200 40 1445 271 262 1.453 11 2 Major Arterial 3200 40 1446 269 277 0.667 11 1 Principal Arterial 1700 50 1447 277 269 0.667 11 1 Principal Arterial 1700 50 1448 93 277 0.303 11 1 Principal Arterial 1700 45 1449 277 93 0.303 11 1 Principal Arterial 1700 45 1450 282 283 0.204 11 2 Major Arterial 3200 40 1451 283 282 0.204 11 2 Major Arterial 3200 40 1452 1061 285 1.034 12 2 Freeway 4100 45 1453 286 289 0.53 11 1 Principal Arterial 1700 45 1454 289 286 0.53 11 1 Principal Arterial 1700 45 1455 268 296 1.873 11 2 Major Arterial 3400 50 1456 296 268 1.873 11 2 Major Arterial 3400 50 1457 287 298 0.373 10 1 Collector / Local Road 800 15 1458 298 287 0.373 10 1 Collector / Local Road 800 15 1459 295 297 1.756 11 2 Major Arterial 3200 45 1460 301 887 0.269 11 3 Major Arterial 5100 50 1461 887 301 0.269 11 3 Major Arterial 5100 50 1462 299 302 0.226 11 1 Major Arterial 1700 45 1463 302 299 0.226 11 1 Major Arterial 1700 45 1464 288 311 1.52 11 1 Major Arterial 1700 45 1465 306 322 0.273 11 2 Major Arterial 3200 45 1466 323 304 0.312 11 2 Major Arterial 3200 45 1467 311 334 0.411 10 1 Collector / Local Road 800 15 1468 334 311 0.411 10 1 Collector/ILocal Road 800 15 1469 329 331 0.995 11 1 1 Minor Arterial 1700 40 1470 331 329 0.995 11 1 Minor Arterial 1700 40 1471 331 337 0.629 11 1 Major Arterial 1700 45 1472 337 331 0.629 11 1 Major Arterial 1700 45 1473 303 341 0.897 10 1 Collector /Local Road 800 15 1474 341 303 0.897 10 1 Collector/ Local Road 800 15 1475 338 341 2.096 11 1 Major Arterial 1700 45 1476 341 338 2.096 11 1 Major Arterial 1700 45 1477 341 342 0.884 11 1 Major Arterial 1700 45 1478 342 341 0.884 11 1 Major Arterial 1700 45 1479 342 343 0.626 11 1 Major Arterial 1700 45 1480 343 342 0.626 11 1 Major Arterial 1700 45 11481 343 344 0.74 11 1 Major Arterial 1700 45 Page 26 of 46 Appendix C - Page 27 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- _____ (mi) Width (ft) Lanes Rate (vehlhr) -

1482 344 343 0.74 11 1 Major Arterial 1700 45 1483 337 349 1.115 11 1 Major Arterial 1700 45 1484 349 337 1,115 11 1 Major Arterial 1700 45 1485 345 1010 0.464 11 3 Principal Arterial 5400 50 1486 1010 345 0.464 11 3 Principal Arterial 5400 50 1487 346 1011 0.168 11 3 Principal Arterial 5400 50 1488 1011 346 0.168 11 3 Principal Arterial 5400 50 1489 347 352 0.543 11 3 Principal Arterial 5400 50 1490 352 347 0.543 11 3 Principal Arterial 5400 50 1491 349 368 0.659 11 I Principal Arterial 1700 45 1492 368 349 0.659 111 Principal Arterial 1700 45 1493 348 351 0.48 11 1 Major Arterial 1700 45 1494 351 348 0.48 11 1 Major Arterial 1700 45 1495 350 359 1.074 11 1 Minor Arterial 1700 40 1496 359 350 1.074 11 1 Minor Arterial 1700 40 1497 350 389 1.292 11 1 Collector!/ Local Road 1700 40 1498 389 350 1.292 11 1 Collector!/ Local Road 1700 40 1499 353 376 0.248 12 2 Freeway 4100 45 1500 375 361 0.212 12 2 Freeway 4100 45 1501 358 362 0.24 11 3 Major Arterial 5100 50 1502 362 358 0.24 11 3 Major Arterial 5100 50 1503 366 370 0.157 11 4 Principal Arterial 7200 50 1504 370 366 0.157 11 4 Principal Arterial 7200 50 1505 370 374 0.149 11 4 Principal Arterial 7200 50 1506 374 370 0.149 11 4 Principal Arterial 7200 50 1507 374 390 1.326 11 3 Principal Arterial 5400 50 1508 390 374 1.326 11 3 Principal Arterial 5400 50 1509 379 381 0.14 11 1 Principal Arterial 1700 45 1510 381 379 0.14 11 1 Principal Arterial 1700 45 1511 343 386 0.956 11 1 Minor Arterial 1700 40 1512 386 343 0.956 11 1 Minor Arterial 1700 40 1513 383 386 1.185 10 1 Collector /Local Road 800 15 1514 386 383 1.185 10 1 Collector /Local Road 800 15 1515 385 400 0.32 10 1 Collector!/ Local Road 800 15 1516 400 385 0.32 10 1 Collector!/ Local Road 800 15 1517 383 396 0.735 10 1 Collector!/ Local Road 800 15 1518 396 383 0.735 10 1 Collector / Local Road 800 15 1519 409 411 0.153 11 1 Minor Arterial 1700 40 1520 411 409 0.153 11 1 Minor Arterial 1700 40 1521 407 435 0.936 11 1 Minor Arterial 1700 40 1522 435 407 0.936 11 1 Minor Arterial 1700 40 1523 402 435 0.98 11 1 Major Arterial 1700 45 1524 435 402 0.98 11 1 Major Arterial 1700 45 1525 381 437 0.75 11 1 Principal Arterial 1700 45 1526 437 381 0.75 11 1 Principal Arterial 1700 45 1527 429 434 0.239 11 2 Principal Arterial 3300 45 1528 435 436 0.092 11 1 Major Arterial 1700 45 1529 436 435 0.092 11 1 Major Arterial 1700 45 1530 396 933 0.588 11 1 Major Arterial 1700 45 1531 933 396 0.588 11 1 Major Arterial 1700 45 1532 430 438 1.128 11 1 Minor Arterial 1700 40 1533 438 430 1.128 11 1 Minor Arterial 1700 40 1534 428 439 0.184 11 1 Major Arterial 1700 45 1535 439 428 0.184 11 1 Major Arterial 1700 45 1536 437 441 0.433 11 1 Minor Arterial 1700 40 1537 441 437 0.433 11 1 Minor Arterial 1700 40 1538 434 442 0.671 11 2 Principal Arterial 3300 45 _

Page 27 of 46 Appendix C - Page 28 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Legh Ln ubro oda ye Saturation Flow FFS (mph)

_______ ___ (mi) Width (ft) LanesRae(h/r 1539 443 1042 0.41 10 1 Collector I Local Road 800 15 1540 1042 443 0.41 10 1 Collector / Local Road 800 15 1541 447 399 0.512 11 1 Major Arterial 1700 45 1542 386 448 0.817 11 1 Minor Arterial 1700 40 1543 448 386 0.817 11 1 Minor Arterial 1700 40 1544 446 447 0.281 10 1 Collector / Local Road 800 15 1545 447 446 0.281 10 1 Collector / Local Road 800 15 1546 871 1028 0.577 10 1 Collector / Local Road 800 10 1547 1028 871 0.577 10 1 Collector / Local Road 800 10 1548 455 1022 0.508 11 1 Collector / Local Road 1700 45 1549 1022 455 0.508 11 1 Collector / Local Road 1700 45 1550 446 452 0.161 11 1 Major Arterial 1700 45 1551 427 455 0.896 10 1 Collector / Local Road 800 15 1552 455 427 0.896 10 1 Collector / Local Road 800 15 1553 344 461" 1.656 11 2 Major Arterial 3200 45 1554 461 344 1.656 11 2 Major Arterial 3200 45 1555 440 468 0.309 11 2 Minor Arterial 3200 40 1556 451 469 0.351 11 1 Major Arterial 1700 45 1557 469 451 0.351 11 1 Major Arterial 1700 45 1558 470 447 0.394 11 1 Major Arterial 1700 45 1559 465 836 0.133 11 1 Collector / Local Road 1700 40 1560 467 470 0.29 11 1 Major Arterial 1700 45 1561 471 477 0.169 11 1 Minor Arterial 1700 40 1562 469 476 0.159 12 1 Minor Arterial 1700 35 1563 476 469 0.159 12 1 Minor Arterial 1700 35 1564 459 479 0.457 10 1 Collector / Local Road 800 15 1565 479 459 0.457 10 1 Collector / Local Road 800 15 1566 476 478 0.247 10 1 Collector / Local Road 800 15 1567 478 476 0.247 10 1 Collector / Local Road 800 15 1568 478 479 0.851 10 1 Collector/ Local Road 800 15 1569 479 478 0.851 10 1 Collector/ Local Road 800 15 1570 482 424 1.105 12 4 Freeway 8200 45 1571 483 484 0.877 10 1 Collector / Local Road 800 15 1572 484 483 0.877 10 1 Collector/I Local Road 800 15 1573 484 489 0.831 11 1 Principal Arterial 1700 45 1574 489 484 0.831 11 1 Principal Arterial 1700 45 1575 481 897 0.231 11 1 Principal Arterial 1700 45 1576 897 481 0.231 11 1 Principal Arterial 1700 45 1577 474 490 0.569 11 1 Collector/I Local Road 1700 40 1578 490 474 0.569 11 1 Collector / Local Road 1700 40 1579 475 491 0.458 11 1 Minor Arterial 1700 40 1580 491 475 0.458 11 1 Minor Arterial 1700 40 1581 488 494 0.459 12 1 Ramp 1500 35 1582 484 495 0.574 11 1 Major Arterial 1700 50 1583 495 484 0.574 11 1 Major Arterial 1700 50 1584 495 1090 0.269 11 2 Principal Arterial 3600 50 1585 1090 495 0.269 11 2 Principal Arterial 3600 50 1586 498 850 0.225 11 1 Major Arterial 1150 45 1587 850 498 0.225 11 1 Major Arterial 1150 45 1588 491 506 0.247 11 1 Minor Arterial 1700 40 1589 506 491 0.247 11 1 Minor Arterial 1700 40 1590 495 508 0.548 11 2 Principal Arterial 3600 50 1591 508 495 0.548 11 2 Principal Arterial 3600 50 1592 488 510 0.29 11 1 Major Arterial 1700 45 1593 498 515 0.339 10 1 Collector/I Local Road 800 15 1594 515 498 0.339 10 1 Collector/I Local Road 800 15 1595 508 516 0.725 1 11 2 Principal Arterial 3600 50 Page 28 of 46 Appendix C - Page 29 of 63

Appendix C oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________ Width (ft) Lanes ___________ Rate (vehlhr) -

1596 516 508 0.725 11 2 Principal Arterial 3600 50 1597 515 897 0.506 11 1 Principal Arterial 1700 45 1598 897 515 0.506 11 1 Principal Arterial 1700 45 1599 516 517 0.1 11 2 Principal Arterial 3300 45 1600 517 516 0.1 11 2 Principal Arterial 3300 45 1601 515 518 0.092 11 1 Principal Arterial 1700 45 1602 518 515 0.092 11 1 Principal Arterial 1700 45 1603 512 524 0.305 10 1 Collector! Local Road 800 15 1604 524 512 0.305 10 1 Collector!/ Local Road 800 15 1605 526 509 0.225 11 1 Major Arterial 1150 45 1606 526 501 0.801 12 1 Ramp 1500 35 1607 521 530 0.282 11 1 Principal Arterial 1700 45 1608 532 526 0.501 11 1 Major Arterial 1700 45 1609 533 859 0.144 11 1 Collector /Local Road 1700 40 1610 531 535 0.14 11 1 Principal Arterial 1700 45 1611 522 539 0.293 11 1 Major Arterial 1700 45 1612 539 522 0.293 11 1 Major Arterial 1700 45 1613 535 540 0.279 11 1 Principal Arterial 1700 45 1614 540 535 0.279 11 1 Principal Arterial 1700 45 1615 524 540 0.239 10 1 Collector!/Local Road ___800 15 1616 540 524 0.239 10 1 Collector!/Local Road ___800 15 1617 541 533 0.236 11 1 Major Arterial 1700 45 1618 1067 538 0.077 11 1 Major Arterial 1700 45 1619 506 542 0.506 11 1 Minor Arterial 1700 40 1620 542 506 0.506 11 1 Minor Arterial 1700 40 1621 527 548 0.387 10 1 Collector! Local Road 800 15 1622 548 527 0.387 10 1 Collector! Local Road 800 15 1623 537 546 0.238 10 1 Collector!/Local Road '800 15 1624 546 537 0.238 10 1 Collector!/Local Road 800 15 1625 539 546 0.615 11 1 Major Arterial 1700 45 1626 546 539 0.615 11 1 Major Arterial 1700 45 1627 546 549 0.822 11 1 Major Arterial 1700 45 1628 549 546 0.822 11 1 Major Arterial 1700 45 1629 550 841 1.871 11 1 Minor Arterial 1150 45 1630 841 550 1.871 11 1 Minor Arterial 1150 45 1631 549 552 0.242 10 1 Collector!/Local Road 800 15 1632 552 549 0.242 10 1 Collector! Local Road 800 15 1633 540 555 0.884 11 1 Principal Arterial 1700 45 1634 555 540 0.884 11 1 Principal Arterial 1700 45 1635 520 559 1.231 11 1 Minor Arterial 1700 40 1636 559 520 1.231 11 1 Minor Arterial 1700 40 1637 545 556 0.588 11 1 Major Arterial 1700 45 1638 557 544 0.522 11 1 Major Arterial ___1700 45 1639 539 555 0,529 11 1 Collector!/ Local Road 1700 40 1640 555 539 0.529 11 1 Collector/ Local Road 1700 40 1641 542 1048 0.636 11 1 Minor Arterial 1700 40 1642 1048 542 0.636 11 1 Minor Arterial 1700 40 1643 554 559 0.233 10 1 Collector!/ Local Road 800 15 1644 559 554 0.233 10 1 Collector!/ Local Road 800 15 1645 560 1046 0.232 11 1 Minor Arterial 1700 40 1646 1046 560 0.232 11 1 Minor Arterial 1700 40 1647 558 561 1.08 11 1 Major Arterial 1700 45 1648 561 558 1.08 11 1 Major Arterial 1700 45 1649 552 564 0.739 11 1 Collector! Local Road 1700 40 1650 564 552 0.739 11 1 Collector! Local Road 1700 40 1651 562 567 0.337 10 1 Collector! Local Road 800 15 1652 567 562 0.337 10 1 Collector!/ Local Road 800 15 Page 29 of 46 Appendix C - Page 30 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

1653 567 856 1.052 11 1 Major Arterial 1700 45 1654 856 567 1.052 11 1 Major Arterial 1700 45 1655 558 823 0.418 11 1 Minor Arterial 1700 40 1656 823 558 0.418 11 1 Minor Arterial 1700 40 1657 561 570 0.545 11 1 Major Arterial 1700 45 1658 570 561 0.545 11 1 Major Arterial 1700 45 1659 567 571 0.372 10 1 Collector / Local Road 800 15 1660 571 567 0.372 1 10 _1 Collector/ Local Road 800 15 1661 569 570 0.79 10 1 Collector /Local Road 800 15 1662 570 569 0.79 10 1 Collector / Local Road 800 15 1663 570 571 0.768 10 1 Collector / Local Road 800 15 1664 571 570 0.768 10 1 Collector / Local Road 800 15 1665 563 573 0.437 10 1 Collector / Local Road 800 15 1666 573 563 0.437 10 1 Collector / Local Road 800 15 1667 570 575 0.466 11 1 Major Arterial 1700 45 1668 575 570 0.466 11 1 Major Arterial 1700 45 1669 575 822 0.634 11 1 Major Arterial 1150 45 1670 822 575 0.634 11 1 Major Arterial 1150 45 1671 576 577 1.281 11 1 Principal Arterial 1700 45 1672 577 576 1.281 11 1 Principal Arterial 1700 45 1673 579 582 0.069 11 1 Collector/I Local Road 1700 40 1674 582 579 0.069 11 1 Collector/I Local Road 1700 40 1675 582 584 0.477 11 1 Collector /Local Road 1150 40 1676 584 582 0.477 11 1 Collector / Local Road 1150 40 1677 1105 1109 1.713 12 2 Freeway 4100 45 1678 589 591 0.244 12 1 Minor Arterial 1700 25 1679 592 589 0.244 12 1 Minor Arterial 1700 25 1680 590 593 0.937 10 1 Collector / Local Road 800 15 1681 593 590 0.937 10 1 Collector / Local Road 800 15 1682 600 602 0.524 11 1 Principal Arterial 1700 45 1683 602 600 0.524 11 1 Principal Arterial 1700 45 1684 599 601 0.729 11 1 Major Arterial 1700 45 1685 601 599 0.729 11 1 Major Arterial 1700 45 1686 601 602 1.834 11 1 Minor Arterial ___1700 40 1687 602 601 1.834 11 1 Minor Arterial 1700 40 1688 598 606 1.407 11 1 Major Arterial 1700 45 1689 606 598 1.407 11 1 Major Arterial 1700 45 1690 603 606 0.693 11 1 Major Arterial 1700 40 1691 606 603 0.693 11 1 Major Arterial 1700 40 1692 606 1104 0.833 11 1 Major Arterial 1700 40 1693 1104 606 0.833 11 1 Major Arterial 1700 40 1694 604 1101 0.209 11 1 Major Arterial 1150 40 1695 1101 604 0.209 11 1 Major Arterial 1150 40 1696 607 610 1.454 11 1 Major Arterial 1700 45 1697 610 607 1.454 11 1 Major Arterial 1700 45 1698 610 612 0.483 11 1 Major Arterial 1700 45 1699 612 610 0.483 11 1 Major Arterial 1700 45 1700 613 614 0.46 10 1 Collector / Local Road 800 15 1701 614 613 0.46 10 1 Collector /Local Road 800 15 1702 613 824 1.403 11 1 Principal Arterial 1700 45 1703 824 613 1.403 11 1 Principal Arterial 1700 45 1704 618 1100 2.255 12 2 Freeway 4100 45 1705 615 616 0.574 10 1 Collector /Local Road 800 15 1706 616 615 0.574 10 1 Collector /Local Road 800 15 1707 619 620 0.854 10 1 Collector/ Local Road 800 15 1708 620 619 0.854 10 1 Collector/ Local Road 800 15 1709 1083 622 0.736 12 2 Freeway 4100 65 Page 30 of 46 Appendix C - Page 31 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

1710 624 625 1.078 11 2 Major Arterial 3200 45 1711 625 624 1.078 11 2 Major Arterial 3200 45 1712 626 631 1.069 11 1 Principal Arterial 1700 45 1713 631 626 1.069 11 1 Principal Arterial 1700 45 1714 627 629 0.54 11 1 Collector / Local Road 1700 40 1715 629 627 0.54 11 1 Collector / Local Road 1700 40 1716 627 634 0.792 11 2 Major Arterial 3200 45 1717 634 627 0.792 1 11 2 Major Arterial 3200 45 1718 633 634 0.853 11 1 Collector / Local Road 1700 40 1719 634 633 0.853 11 1 Collector / Local Road 1700 40 1720 629 635 1.353 11 1 Collector / Local Road 1700 40 1721 635 629 1.353 11 1 Collector/ Local Road 1700 40 1722 631 638 1.39 11 1 Principal Arterial 1700 45 1723 638 631 1.39 11 1 Principal Arterial 1700 45 1724 635 890 0.293 10 1 Collector / Local Road 800 15 1725 890 635 0.293 10 1 Collector / Local Road 800 15 1726 634 637 1.235 11 2 Major Arterial 3200 45 1727 637 634 1.235 11 2 Major Arterial 3200 45 1728 640 641 1.104 10 1 Collector /Local Road 800 15 1729 641 640 1.104 10 1 Collector / Local Road 800 15 1730 642 1099 0.551 12 1 Minor Arterial 1700 35 1731 1099 642 0.551 12 1 Minor Arterial 1700 35 1732 643 649 0.86 11 1 Principal Arterial 1600 45 1733 649 643 0.86 11 1 Principal Arterial 1600 45 1734 642 652 0.828 12 1 Minor Arterial 1700 35 1735 652 642 0.828 12 1 Minor Arterial 1700 35 1736 648 652 0.629 12 1 Minor Arterial 1700 35 1737 652 648 0.629 12 1 Minor Arterial 1700 35 1738 648 653 1.494 1 11 1 Principal Arterial 1700 45 1739 653 648 1.494 11 1 Principal Arterial 1700 45 1740 652 653 1.373 12 1 Minor Arterial 1700 35 1741 653 652 1.373 12 1 Minor Arterial 1700 35 1742 891 904 3.001 11 1 Principal Arterial 1600 55 1743 904 891 3.001 11 1 Principal Arterial 1600 55 1744 662 664 0.367 1 11 1 Principal Arterial 1700 45 1745 664 662 0.367 11 1 Principal Arterial 1700 45 1746 664 668 1.298 11 1 Principal Arterial 1700 45 1747 668 664 1.298 11 1 Principal Arterial 1700 45 1748 663 903 3.508 11 1 Principal Arterial 1600 45 1749 903 663 3.508 11 1 Principal Arterial 1600 45 1750 666 667 0.141 10 1 Collector/ Local Road 800 10 1751 667 666 0.141 10 1 Collector /Local Road 800 10 1752 834 905 4.753 11 1 Principal Arterial 1600 55 1753 905 834 4.753 11 1 Principal Arterial 1600 55 1754 902 903 0.42 11 1 Principal Arterial 1700 45 1755 903 902 0.42 11 1 Principal Arterial 1700 45 1756 671 832 0.263 12 2 Principal Arterial 2800 35 1757 1 832 671 0.263 12 2 Principal Arterial 2800 35 1758 672 677 0.638 12 2 Principal Arterial 2800 35 1759 677 672 0.638 12 2 Principal Arterial 2800 35 1760 668 678 2.071 11 1 Principal Arterial 1700 45 1761 678 668 2.071 11 1 Principal Arterial 1700 45 1762 678 1000 0.531 10 -1 Collector / Local Road 800 15 1763 1000 678 0.531 10 1 Collector / Local Road 800 15 1764 680 846 0.262 11 2 Minor Arterial 3200 40 1765 846 680 0.262 11 2 Minor Arterial 3200 40 1766 678 684 0.727 11 1 Principal Arterial 1700 45 Page 31 of 46 Appendix C - Page 32 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Legh (mi) Ln (ft)

Width ubro Lanes oda ye Saturation Flow FFS (mph)

Rate___________

1767 684 678 0.727 11 1 Principal Arterial 1700 45 1768 683 684 0.672 11 1 Principal Arterial 1700 45 1769 684 683 0.672 11 1 Principal Arterial 1700 45 1770 684 685 0.745 11 1 Major Arterial 1700 45 1771 685 684 0.745 11 1 Major Arterial 1700 45 1772 685 687 3.468 11 1 Major Arterial 1700 45 1773 687 685 3.468 11 1 Major Arterial 1700 45 1774 686 687 0.103 11 1 Major Arterial 1150 45 1775 687 686 0.103 11 1 Major Arterial 1150 45 1776 688 690 0.335 11 1 Principal Arterial 1600 55 1777 690 688 0.335 11 1 Principal Arterial 1600 55 1778 690 694 0.142 11 1 Principal Arterial 1600 55 1779 694 690 0.142 11 1 Principal Arterial 1600 55 1780 690 915 0.385 10 1 Collector/ Local Road 800 10 1781 915 690 0.385 10 1 Collector/ Local Road 800 10 1782 .680 692 1.329 12 2 Minor Arterial 2700 35 1783 692 680 1.329 12 2 Minor Arterial 2700 35 1784 691 838 1.251 11 1 Principal Arterial 1700 50 1785 838 691 1.251 11 1 Principal Arterial 1700 50 1786 699 701 0.848 11 1 Minor Arterial 1700 40 1787 701 699 0.848 11 -1 Minor Arterial 1700 40 1788 853 715 2.289 12 _ 2Freeway 4100 45 1789 718 723 0.536 11 1 Principal Arterial 1700 50 1790 723 718 0.536 11 1 Principal Arterial 1700 50 1791 723 725 0.256 11 -1 Principal Arterial 1700 40 1792 725 723 0.256 11 -1 Principal Arterial 1700 40 1793 725 925 0.287 12 1 Principal Arterial 1700 35 1794 925 725 0.287 12 1 Principal Arterial 1700 35 1795 730 731 0.161 12 1 Principal Arterial 1700 35 1796 731 730 0.161 12 1 Principal Arterial 1700 35 1797 722 745 5.296 11 1 Minor Arterial 1150 40 1798 745 722 5.296 11 1 Minor Arterial 1150 40 1799 734 925 0.662 12 1 Major Arterial 1700 35 1800 925 734 0.662 12 1 Major Arterial 1700 35 1801 742 1006 0.089 12 2 Major Arterial 2700 30 1802 1006 742 0.089 12 2 Major Arterial 2700 30 1803 747 939 0.634 11 1 Principal Arterial 1600 45 1804 939 747 0.634 11 1 Principal Arterial 1600 45 1805 746 750 0.833 11 1 Principal Arterial 1600 55 1806 750 746 0.833 11 1 1 Principal Arterial 1600 55 1807 760 968 0.445 12 1 Minor Arterial 1700 35 1808 968 760 0.445 12 1 Minor Arterial 1700 35 1809 763 761 0.282 1 11 3 Major Arterial 4800 45 1810 758 770 1.319 12 1 Minor Arterial 1700 30 1811 770 758 1.319 12 1 Minor Arterial 1700 30 1812 773 781 0.156 12 2 Minor Arterial 2700 35 1813 778 782 0.181 11 1 Principal Arterial 1600 50 1814 782 778 0.181 11 1 Principal Arterial 1600 50 1815 1030 783 0.228 11 2 Major Arterial 3200 45 1816 793 1043 0.954 1 12 1 Minor Arterial 1700 35 1817 1043 793 0.954 12 1 Minor Arterial 1700 35 1818 786 1030 0.125 11 2 Major Arterial 3200 45 1819 775 792 1.642 11 1 Principal Arterial 1600 45 1820 792 775 1.642 11 1 Principal Arterial 1600 45 1821 787 795 0.746 11 1 Minor Arterial 1700 40 1822 795 787 0.746 11 1 Minor Arterial 1700 40 1823 796 798 0.326 11 1 1 Minor Arterial 1700 40 Page 32 of 46 Appendix C - Page 33 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

________(ml) Width (ft) Lanes ___________ Rate (vehlhr) 1824 798 796 0.326 11 1 Minor Arterial 1700 40 1825 796 797 0.195 11 1 Minor Arterial 1150 40 1826 797 796 0.195 11 1 Minor Arterial 1150 40 1827 795 799 0.153 11 1 Minor Arterial 1150 40 1828 799 795 0.153 11 1 Minor Arterial 1150 40 1829 798 801 0.417 11 1 Minor Arterial 1150 40 1830 801 798 0.417 11 1 Minor Arterial 1150 40 1831 800 802 0.092 11 2 Major Arterial 3200 45 1832 802 800 0.092 11 2 Major Arterial 3200 45 1833 801 805 0.921 12 1 Principal Arterial 1600 35 1834 805 801 0.921 12 1 Principal Arterial 1600 35 1835 803 804 0.225 11 1 Major Arterial 1700 45 1836 804 803 0.225 11 1 Major Arterial 1700 45 1837 791 807 4.507 11 1 Minor Arterial 1150 40 1838 807 791 4.507 11 1 Minor Arterial 1150 40 1839 809 810 0.408 11 1 Principal Arterial 1700 40 1840 810 809 0.408 11 1 Principal Arterial 1700 40 1841 810 1038 0.564 11 1 Principal Arterial 1600 45 1842 1038 810 0.564 11 1 Principal Arterial 1600 45 1843 813 1041 0.731 11 1 Principal Arterial 1600 40 1844 1041 813 0.731 11 1 Principal Arterial 1600 40 1845 813 817 0.963 11 1 Principal Arterial 1700 45 1846 817 813 0.963 11 1 Principal Arterial 1700 45 1847 815 816 0.234 11 .1 Principal Arterial 1700 40 1848 816 815 0.234 11 1 Principal Arterial 1700 40 1849 816 817 0.394 12 1 Principal Arterial 1700 30 1850 817 816 0.394 12 1 Principal Arterial 1700 30 1851 142 820 0.354 11 1 Major Arterial 1150 45 1852 820 142 0.354 11 1 Major Arterial 1150 45 1853 429 432 0.122 11 1 - Collector/I Local Road 1700 40 1854 432 429 0.122 11 1 Collector / Local Road 1700 40 1855 568 823 0.624 10 1 Collector / Local Road 800 15 1856 823 568 0.624 10 1 Collector / Local Road 800 15 1857 588 590 0.522 11 1 Principal Arterial 1700 40 1858 590 588 0.522 11 1 Principal Arterial 1700 40 1859 549 558 1.472 11 -1 Major Arterial 1700 45 1860 558 549 1.472 11 1 Major Arterial 1700 45 1861 179 197 1.423 11 1 Major Arterial 1700 45 1862 197 179 1.423 11 1 Major Arterial 1700 45 1863 202 206 0.58 11 1 Major Arterial 1700 50 1864 206 202 0.58 11 1 Major Arterial 1700 50 1865 207 825 1.493 11 1 Major Arterial 1700 45 1866 825 207 1.493 11 1 Major Arterial 1700 45 1867 206 215 2.654 11 1 Major Arterial 1700 50 1868 215 206 2.654 11 1 Major Arterial 1700 50 1869 197 825 1.806 11 1 Major Arterial 1700 45 1870 825 197 1.806 11 1 Major Arterial 1700 45 1871 211 825 1.846 11 1 Major Arterial 1700 45 1872 825 211 1.846 11 1 Major Arterial 1700 45 1873 204 218 2.471 11 1 Major Arterial 1700 45 1874 218 204 2.471 11 1 Major Arterial 1700 45 1875 224 231 0.662 11 1 Major Arterial 1700 45 1876 231 224 0.662 11 1 Major Arterial 1700 45 1877 272 281 0.869 11 2 Major Arterial 3200 40 1878 281 272 0.869 11 2 Major Arterial 3200 40 1879 912 913 1.585 11 3 Principal Arterial 5400 50 1880 913 912 1.585 11 3 Principal Arterial 5400 50 Page 33 of 46 Appendix C - Page 34 of 63

Appendix C oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ______ ______ (ml) Width (ft) Lanes __________ Rate (vehlhr) -

1881 273 279 0.569 10 1 Collector / Local Road 800 15 1882 279 273 0.569 10 1 Collector / Local Road 800 15 1883 295 331 1.079 11 1 Major Arterial 1700 45 1884 331 295 1.079 11 1 Major Arterial 1700 45 1885 331 332 1.917 11 1 Minor Arterial 1700 40 1886 332 331 1.917 11 1 Minor Arterial 1700 40 1887 229 252 1.253 11 1 Minor Arterial 1700 40 1888 252 229 1.253 11 1 Minor Arterial 1___700 40 1889 252 263 0.818 11 1 Minor Arterial 1700 40 1890 263 252 0.818 11 1 Minor Arterial 1700 40 1891 296 303 0.459 10 1 Collector/ Local Road 800 15 1892 303 296 0.459 10 1~ Collector / Local Road 800 15 1893 838 839 0.803 10 1 Collector / Local Road 800 15 1894 839 838 0.803 10 1 Collector / Local Road 800 15 1895 587 589 0.395 12 1 Minor Arterial 1700 25 1896 589 587 0.395 12 1 Minor Arterial 1700 25 1897 840 841 0.493 11 1 Minor Arterial 1700 45 1898 841 840 0.493 11 1 Minor Arterial 1700 45 1899 842 843 0.645 10 1 Collector / Local Road 800 15 1900 843 842 0.645 10 1 Collector/ Local Road 800 15 1901 845 895 0.554 10 1 Collector / Local Road 800 15 1902 895 845 0.554 10 1 Collector / Local Road 800 15 1903 586 1106 1.02 11 1 Major Arterial 1150 45 1904 1106 586 1.02 11 1 Major Arterial 1150 45 1905 513 850 0.334 11 1 Major Arterial 1150 45 1906 855 1007 12.443 11 1 Major Arterial 1150 45 1907 1007 855 12.443 11 1 Major Arterial 1150 45 1908 620 628 1.217 11 1 Minor Arterial 1700 40 1909 628 620 1.217 11 1 1 Minor Arterial 1700 40 1910 626 858 0.842 10 1 Collector /Local Road 800 15 1911 858 626 0.842 10 1 Collector / Local Road 800 15 1912 538 545 0.251 11 1 Major Arterial 1700 45 1913 532 538 0.17 11 1 Major Arterial 1700 45 1914 153 172 1.529 11 1 Major Arterial 1700 45 1915 172 153 1.529 11 1 Major Arterial 1700 45 1916 131 857 0.823 11 1 Major Arterial 1700 45 1917 857 131 0.823 11 1 Major Arterial 1700 45 1918 860 861 3.423 11 -1 Major Arterial 1700 45 1919 861 860 3.423 11 1 Major Arterial 1700 45 1920 136 860 1.59 11 1 Major Arterial 1700 45 1921 860 136 1.59 11 1 Major Arterial 1700 45 1922 122 860 2.305 11 1 Major Arterial 1700 45 1923 860 122 2.305 11 1 Major Arterial 1700 45 1924 322 398 1.507 11 2 Major Arterial 3200 45 1925 862 863 0.656 10 1 Collector/ Local Road 800 15 1926 863 862 0.656 10 1 Collector/I Local Road 800 15 1927 130 137 1.18 11 -1 Major Arterial 1700 40 1928 137 130 1.18 11 1 Major Arterial 1700 40 1929 126 132 0.498 12 1 Principal Arterial 1700 35 1930 132 126 0.498 12 1 Principal Arterial 1700 35 1931 899 450 0.209 11 2 Principal Arterial 3300 45 1932 496 527 1.174 11 1 Major Arterial 1700 45 1933 527 496 1.174 11 1 Major Arterial 1700 45 1934 198 212 2.038 11 2 Major Arterial 3200 45 1935 212 198 2.038 11 2 Major Arterial 3200 45 1936 815 1038 1.046 11 1 Principal Arterial 1700 . 45 1937 1038 815 1.046 11 1 Principal Arterial 1700 45 Page 34 of 46 Appendix C - Page 35 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter Data Table reekNGSRoadway Lik#

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

Link#

UNod D-ode (ml) Width (ft) Lanes __________ Rate (vehlhr -

1938 261 270 0.46 10 1 Collector / Local Road 800 15 1939 270 261 0.46 10 1 Collector / Local Road 800 15 1940 395 1029 0.882 11 1 Major Arterial 1200 50 1941 1029 395 0.882 11 1 Major Arterial 1200 50 1942 403 1026 0.685 11 1 Principal Arterial 1700 45 1943 1026 403 0.685 11 1 Principal Arterial 1700 45 1944 871 1029 0.799 10 1 Collector/ Local Road 800 10 1945 1029 871 0.799 10 1 Collector / Local Road 800 10 1946 872 873 0.771 10 1 Collector / Local Road 800 10 1947 873 872 0.771 10 1 Collector/ Local Road 800 10 1948 874 1020 0.296 11 1 Collector/ Local Road 1150 40 1949 1020 874 0.296 11 1 Collector /Local Road 1150 40 1950 978 979 1.243 11 1 Major Arterial 1700 45 1951 979 978 1.243 11 1 Major Arterial 1700 45 1952 872 874 0.862 10 1 - Collector / Local Road 800 10 1953 874 872 0.862 10 1 Collector / Local Road 800 10 1954 876 877 0.803 1 10 1 Collector / Local Road 800 15 1955 877 876 0.803 10 1 Collector / Local Road 800 15 1956 876 878 0.913 11 1 Minor Arterial 1700 40 1957 878 876 0.913 11 1 Minor Arterial 1700 40 1958 551 881 1.694 11 1 Minor Arterial 1150 40 1959 881 551 1.694 11 1 Minor Arterial 1150 40 1960 547 880 0.482 1 11 1 Minor Arterial 1150 40 1961 880 547 0.482 11 1 Minor Arterial 1150 40 1962 879 881 0.645 11 1 Minor Arterial 1150 40 1963 881 879 0.645 11 1 Minor Arterial 1150 40 1964 133 1093 0.295 11 1 Major Arterial 1150 45 1965 1093 133 0.295 11 1 Major Arterial 1150 45 1966 883 1034 0.857 11 1 Major Arterial 1150 45 1967 1034 883 0.857 11 1 Major Arterial 1150 45 1968 97 101 1.018 11 1 Major Arterial 1700 45 1969 101 97 1.018 11 1 Major Arterial 1700 45 1970 284 290 0.466 11 3 Major Arterial 5100 50 1971 290 284 0.466 11 3 Major Arterial 5100 50 1972 267 278 2.023 1 11 2 Major Arterial 3400 50 1973 278 267 2.023 11 2 Major Arterial 3400 50 1974 296 305 0.23 11 2 Major Arterial 3400 50 1975 305 296 0.23 11 2 1 Major Arterial 3400 50 1976 124 130 0.474 11 1 Major Arterial 1700 40 1977 130 124 0.474 1 11 1 Major Arterial 1700 40 1978 625 627 0.363 11 2 Major Arterial 3200 45 1979 627 625 0.363 11 2 Major Arterial 3200 45 1980 616 620 1.214 11 1 Minor Arterial 1700 40 1981 620 616 1.214 11 1 Minor Arterial 1700 40 1982 342 383 1.007 10 1 Collector/ Local Road 800 15 1983 383 342 1.007 10 -1 Collector / Local Road 800 15 1984 146 153 2.137 11 1 Major Arterial 1700 45 1985 153 146 2.137 11 1 Major Arterial 1700 45 1986 146 820 2.445 11 1 Major Arterial 1700 45 1987 820 146 2.445 11 1 Major Arterial 1700 45 1988 635 639 1.313 11 1 Collector/I Local Road 1700 40 1989 639 635 1.313 11 1 Collector/ Local Road 1700 40 1990 361 373 0.601 12 2 Freeway 4100 45 1991 145 151 1.482 11 1 Major Arterial 1700 40 1992 151 145 1.482 11 1 Major Arterial 1700 40 1993 626 628 0.836 11 1 Minor Arterial 1700 40 1994 628 626 0.836 11 -1 Minor Arterial 1700 40 Page 35 of 46 Appendix C - Page 36 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ________ (ml) Width (ft) Lanes ___________ Rate (veh/hr) 1995 658 669 6.375 11 1 Major Arterial 1150 45 1996 669 658 6.375 11 1 Major Arterial 1150 45 1997 612 824 2.075 11 1 Major Arterial 1700 45 1998 824 612 2.075 11 1 Major Arterial 1700 45 1999 523 521 0.235 11 2 Collector / Local Road 3200 45 2000 670 904 6.443 11 1 Principal Arterial 1600 55 2001 904 670 6.443 11 1 Principal Arterial 1600 55 2002 98 99 1.283 11 1 Major Arterial 1700 45 2003 99 98 1.283 11 1 Major Arterial 1700 45 2004 90 99 0.779 11 1 Major Arterial 1700 45 2005 99 90 0.779 11 1 Major Arterial 1700 45 2006 270 913 1.011 11 1 Minor Arterial 1700 40 2007 913 270 1.011 11 1 Minor Arterial 1700 40 2008 275 914 0.929 11 2 Principal Arterial 1 3600 50 2009 914 275 0.929 11 2 Principal Arterial 3600 50 2010 143 861 1.924 11 2 Major Arterial 3200 45 2011 861 143 1.924 11 2 Major Arterial 3200 45 2012 831 415 0.601 11 3 Principal Arterial 5400 50 2013 270 275 1.131 11 1 Minor Arterial 1700 40 2014 275 270 1.131 11 1 Minor Arterial 1700 40 2015 695 894 1.938 11 2 Principal Arterial 3600 55 2016 894 695 1.938 11 2 Principal Arterial 3600 55 2017 333 918 5.674 11 1 Major Arterial 1200 55 2018 918 333 5.674 11 1 Major Arterial 1200 55 2019 246 255 0.204 11 1 Major Arterial 1700 45 2020 900 1132 1.68 11 1 Principal Arterial 1600 45 2021 1132 900 1.68 11 1 Principal Arterial 1600 45 2022 698 700 1.166 11 2 Principal Arterial 3600 55 2023 700 698 1.166 11 2 Principal Arterial 3600 55 2024 642 919 0.442 10 1 Collector/ Local Road 800 15 2025 919 642 0.442 10 1 Collector / Local Road 800 15 2026 697 699 1.061 11 1 Minor Arterial 1700 40 2027 699 697 1.061 11 _1 Minor Arterial 1700 40 2028 410 441 0.389 11 2 Major Arterial 3200 45 2029 441 410 0.389 11 2 Major Arterial 3200 45 2030 923 925 0.214 11 1 Principal Arterial 1700 45 2031 925 923 0.214 11 1 Principal Arterial 1700 45 2032 716 719 1.215 11 2 Principal Arterial 3300 45 2033 722 727 1.241 1 10 1 Collector /Local Road 800 15 2034 727 722 1.241 10 1 Collector / Local Road 800 15 2035 301 307 0.12 11 2 Major Arterial 3400 50 2036 307 301 0.12 11 2 Major Arterial 3400 50 2037 274 287 0.974 10 1 Collector/ Local Road 800 15 2038 287 274 0.974 10 1 Collector / Local Road 800 15 2039 287 292 0.814 10 2 Collector/I Local Road 1600 15 2040 292 287 0.814 10 2 Collector/I Local Road 1600 15 2041 453 934 1.086 11 3 Principal Arterial 5400 50 2042 457 465 1.098 11 2 Principal Arterial 3300 45 2043 465 464 0.229 11 2 Principal Arterial 3300 45 2044 444 456 0.954 11 2 Principal Arterial 3300 45 2045 461 454 0.981 11 3 Principal Arterial 5400 50 2046 479 935 1.516 1 10 1 Collector / Local Road 800 15 2047 935 479 1.516 10 1 Collector /Local Road 800 15 2048 138 148 2.52 11 1 Minor Arterial ___1700 40 2049 148 138 2.52 11 1 Minor Arterial ___1700 40 2050 144 146 1.215 11 1 Major Arterial ___1700 45 2051 146 144 1.215 11 1 Major Arterial 1700 45 Page 36 of 46 Appendix C - Page 37 of 63

Appendix C Oyster Creek NGS Oyter reekNGSRoadway Appedix Network Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

-- (mi) Width (ft) Lanes Rate (vehlhr -

2052 445 829 0.737 11 3 Principal Arterial 5400 50 2053 168 1076 0.111 11 2 Major Arterial 3400 50 2054 1076 168 0.111 11 2 Major Arterial 3400 50 2055 743 852 1.766 10 1 Collector / Local Road 800 15 2056 852 743 1.766 10 1 Collector / Local Road 800 15 2057 736 733 0.411 12 1 Ramp 1500 35 2058 728 924 0.346 11 1 Major Arterial 1700 50 2059 998 1000 0.517 10 1 Collector!/ Local Road 800 15 2060 1000 998 0.517 10 1 Collector!/ Local Road 800 15 2061 691 837 1.261 11 1 Minor Arterial 1700 40 2062 837 691 1.261 11 1 Minor Arterial 1700 40 2063 684 942 1.106 11 1 Principal Arterial 1700 45 2064 942 684 1.106 11 1 Principal Arterial 1700 45 2065 569 941 0.99 11 1 Minor Arterial 1700 40 2066 941 569 0.99 11 1 Minor Arterial 1700 40 2067 578 822 0.709 11 1 Major Arterial 1700 45 2068 822 578 0.709 11 1 Major Arterial 1700 45 2069 714 819 1.39 12 2 Major Arterial 2700 35 2070 819 714 1.39 12 2 Major Arterial 2700 35 2071 717 847 0.311 10 1 Collector /Local Road 800 15 2072 847 717 0.311 10 1 Collector!/ Local Road 800 15 2073 152 1139 0.597 11 1 Major Arterial 1700 45 2074 1139 152 0.597 11 1 Major Arterial 1700 45 2075 157 952 1.103 11 1 Major Arterial 1700 45 2076 952 157 1.103 11 1 Major Arterial 1700 45 2077 195 208 1.109 11 1 Minor Arterial 1700 40 2078 208 195 1.109 11 1 Minor Arterial 1700 40 2079 209 955 4.493 11 1 Minor Arterial 1150 40 2080 955 209 4.493 11 1 Minor Arterial 1150 40 2081 242 957 0.352 11 1 Minor Arterial 1700 40 2082 957 242 0.352 11 1 Minor Arterial 1700 40 2083 959 961 1.418 10 1 Collector!/ Local Road 800 15 2084 961 959 1.418 10 1 Collector! Local Road 800 15 2085 869 962 1.115 10 1 Collector /Local Road 800 10 2086 962 869 1.115 10 1 Collector/ Local Road 800 10 2087 215 965 4.193 11 1 Major Arterial 1700 50 2088 965 215 4.193 11 1 Major Arterial 1700 50 2089 717 724 0.575 12 2 Major Arterial 2700 35 2090 724 717 0.575 12 2 Major Arterial 2700 35 2091 748 968 0.385 11 1 Minor Arterial 1700 45 2092 968 748 0.385 11 1 Minor Arterial 1700 45 2093 759 972 1.253 11 2 Major Arterial 3200 45 2094 970 759 0.137 11 2 Major Arterial 3200 45 2095 752 969 0.738 11 2 Major Arterial 3200 45 2096 584 585 0.579 11 1 Minor Arterial 1150 40 2097 585 584 0.579 11 1 Minor Arterial 1150 40 2098 480 975 0.932 11 1 Minor Arterial 1700 40 2099 975 480 0.932 11 1 Minor Arterial 1700 40 2100 601 610 1.608 11 1 Major Arterial 1700 45 2101 610 601 1.608 11 1 Major Arterial ___1700 45 2102 480 873 1.387 11 1 Minor Arterial 1700 40 2103 873 480 1.387 11 1 Minor Arterial 1700 40 2104 975 976 0.511 10 1 Collector/ Local Road 800 10 2105 976 975 0.511 10 1 1 Collector!/ Local Road 8010 2106 480 981 1.033 11 1 Major Arterial 1700 45 2107 981 480 1.033 11 1 Major Arterial 1700 45 2108 978 997 0.418 11 1 Minor Arterial 1700 40 Page 37 of 46 Appendix C - Page 38 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

- ________ (ml) Width (ft) Lanes ___________ Rate (vehlhr) -

2109 997 978 0.418 11 1 Minor Arterial 1700 40 2110 896 908 1.221 10 1 Collector /LocaliRoad 800 15 2111 908 896 1.221 10 1 Collector /Local Road 800 15 2112 609 616 2.256 11 1 Minor Arterial 1700 40 2113 616 609 2.256 11 1 Minor Arterial 1700 40 2114 608 609 1.333 11 1 Major Arterial 1700 40 2115 609 608 1.333 11 1 Major Arterial 1700 40 2116 603 609 1.007 11 1 Major Arterial 1700 40 2117 609 603 1.007 11 1 Major Arterial 1700 40 2118 913 914 0.146 11 3 Principal Arterial 5400 s0 2119 914 913 0.146 11 3 Principal Arterial 5400 50 2120 986 1023 0.128 11 1 Major Arterial 1700 50 2121 1023 986 0.128 11 1 Major Arterial 1700 50 2122 148 992 1.739 11 1 2 Major Arterial 3200 45 2123 992 148 1.739 11 2 Major Arterial 3200 45 2124 993 1076 2.912 11 2 Major Arterial 3400 50 2125 1076 993 2.912 11 2 Major Arterial 3400 50 2126 1005 755 0.652 11 2 Major Arterial 3200 45 2127 999 1065 2.446 11 2 Minor Arterial 3200 40 2128 293 329 0.789 11 1 Principal Arterial 1700 45 2129 329 293 0.789 11 1 Principal Arterial 1700 45 2130 93 295 1.776 11 2 Major Arterial 3200 45 2131 295 93 1.776 11 2 Major Arterial 3200 45 2132 1004 1005 0.574 12 2 Major Arterial 2700 35 2133 1007 1057 0.69 10 1 Collector / Local Road 800 15 2134 1057 1007 0.69 10 .1 Collector /Local Road 800 15 2135 300 340 2.123 11 3 Principal Arterial 5400 50 2136 340 300 2.123 11 3 Principal Arterial 5400 50 2137 553 855 2.003 11 1 Major Arterial 1200 55 2138 855 553 2.003 11 1 Major Arterial 1200 55 2139 550 855 5.884 11 1 Major Arterial 1150 45 2140 855 550 5.884 11 1 Major Arterial 1150 45 2141 333 917 2.665 11 1 Minor Arterial 1150 40 2142 917 333 2.665 11 1 Minor Arterial 1150 40 2143 851 1018 0.826 10 1 Collector/ Local Road 800 15 2144 1018 851 0.826 10 1 Collector/ Local Road 800 15 2145 395 1014 5.048 11 1 Principal Arterial 1600 55 2146 1014 395 5.048 11 1 Principal Arterial 1600 55 2147 395 1019 3.748 11 1 Major Arterial 1200 55 2148 1019 395 3.748 11 1 Major Arterial 1200 55 2149 333 1020 2.011 11 1 Minor Arterial 1150 40 2150 1020 333 2.011 11 1 Minor Arterial 1150 40 2151 1001 1009 0.588 11 2 Minor Arterial 3200 45 2152 211 827 1.778 11 1 Principal Arterial 1700 45 2153 827 211 1.778 11 1 Principal Arterial 1700 45 2154 1022 1025 0.394 11 2 Minor Arterial 3200 45 2155 363 366 0.339 11 4 Principal Arterial 7200 50 2156 366 363 0.339 11 4 Principal Arterial 7200 50 2157 334 1012 0.959 10 1 Collector/ILocal Road 800 15 2158 1012 334 0.959 10 1 Collector/ Local Road 800 15 2159 536 1027 1.434 11 1 Principal Arterial 1600 45 2160 1027 536 1.434 11 1 Principal Arterial 1600 45 2161 436 982 1.347 10 -1 Collector /Local Road 800 15 2162 982 436 1.347 10 1 Collector /Local Road 800 15 2163 231 259 1.712 11 1 Major Arterial 1700 45 2164 259 1 231 1.712 11 1 Major Arterial 1700 45 2165 118 1 127 0.965 11 1 Minor Arterial 1700 40 Page 38 of 46 Appendix C - Page 39 of 63

Appendix C Oyster Creek NGS Oyter reekNGSRoadway AppedixNetwork Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

2166 127 118 0.965 11 1 Minor Arterial 1700 40 2167 258 1031 0.238 10 1 Collector/ Local Road 800 15 2168 1031 258 0.238 10 1 Collector /Local Road ___800 15 2169 1032 1092 0.821 11 1 Major Arterial 1150 45 2170 1092 1032 0.821 11 1 Major Arterial 1150 45 2171 139 884 3.041 11 1 Major Arterial 1150 45 2172 884 139 3.041 11 1 Major Arterial 1150 45 2173 199 210 0.583 11 3 Major Arterial 4800 40 2174 210 199 0.583 11 3 Major Arterial 4800 40 2175 210 938 3.469 11 2 Minor Arterial 3200 40 2176 938 210 3.469 11 2 Minor Arterial 3200 40 2177 101 116 2.077 11 1 Major Arterial 1700 45 2178 116 101 2.077 11 1 Major Arterial 1700 45 2179 134 1032 0.128 11 1 Major Arterial 1700 45 2180 1032 134 0.128 1 11 1 Major Arterial 1700 45 2181 225 256 0.98 12 3 Major Arterial 4050 35 2182 256 225 0.98 12 3 Major Arterial 4050 35 2183 256 263 0.766 11 1 Collector /Local Road 1700 40 2184 263 256 0.766 11 1 Collector / Local Road 1700 40 2185 214 221 1.339 10 1 Collector/ Local Road 800 15 2186 221 214 1.339 1 10 1 Collector/ Local Road 800 15 2187 692 867 0.831 12 2 Major Arterial 2700 35 2188 867 692 0.831 12 2 Major Arterial 2700 35 2189 399 323 1.501 11' 2 Major Arterial 3200 45 2190 1036 320 1.413 11 2 Collector /Local Road 3200 40 2191 380 440 0.744 11 2 Minor Arterial 3200 40 2192 494 485 0.685 1 11 3 Principal Arterial 5400 50 2193 492 500 0.099 11 1 Minor Arterial 1700 40 2194 501 494 0.504 12 1 Ramp 1500 35 2195 507 1039 0.412 11 1 Major Arterial 1700 45 2196 502 1040 0.256 11 1 Collector/ Local Road 1700 40 2197 1040 502 0.256 11 1 Collector / Local Road 1700 40 2198 490 487 0.223 10 1 Collector / Local Road 800 15 2199 859 1040 0.259 11 1 Collector /Local Road ___1700 40 2200 1040 859 0.259 11 1 Collector/ Local Road ___1700 40 2201 506 1040 0.295 11 1 Collector/I Local Road ___1700 40 2202 1040 506 0.295 11 1 Collector / Local Road 1700 40 2203 491 490 0.119 10 1 Collector / Local Road 800 15 2204 490 1040 0.252 11 1 Collector / Local Road 1700 40 2205 1040 490 0.252 11 1 Collector / Local Road 1700 40 2206 473 1042 0.423 11 2 Minor Arterial 3200 40 2207 1042 1036 0.731 11 2 Minor Arterial 3200 40 2208 398 446 0.685 11 1 Major Arterial 1700 45 2209 511 507 0.624 12 1 Ramp 1500 35 2210 817 818 0.687 12 1 Minor Arterial 1700 35 2211 818 817 0.687 12 1 Minor Arterial 1700 35 2212 192 193 2.559 11 1 Major Arterial 1700 45 2213 193 192 2.559 11 1 Major Arterial 1700 45 2214 1044 1069 4.189 12 1 Minor Arterial 1100 35 2215 1069 1044 4.189 12 1 Minor Arterial 1100 35 2216 762 969 0.882 11 2 Major Arterial 3200 45 2217 969 762 0.882 11 2 Major Arterial 3200 45 2218 764 771 0.756 11 2 Major Arterial 3200 451 2219 771 .764 0.756 11 2 Major Arterial 3200 45 2220 802 811 1.508 11 2 Major Arterial 3200 45 2221 811 802 1.508 11 2 Major Arterial 3200 45 12222 551 1 560 10.891 1 11 1 Principal Arterial 1600 45 Page 39 of 46 Appendix C - Page 40 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

- ~~~(mi) Width (ft) Lanes ___________ Rate (vehlhr) ____

2223 560 551 0.891 11 1 Principal Arterial 1600 45 2224 1039 466 1.008 11 1 Major Arterial 1700 45 2225 859 534 0.134 11 1 Collector / Local Road 1700 40 2226 591 596 0.138 10 1 Collector/ Local Road 1700 25 2227 893 1049 4.185 11 1 Major Arterial 1150 40 2228 1049 893 4.185 11 1 Major Arterial 1150 40 2229 898 1049 4.446 11 1 Major Arterial 1150 40 2230 1049 898 4.446 1 11 1 Major Arterial 1150 40 2231 605 855 6.222 11 1 Major Arterial 1200 50 2232 855 605 6.222 11 1 Major Arterial 1200 50 2233 422 425 0.111 11 2 Major Arterial 3200 45 2234 425 422 0.111 11 2 Major Arterial 3200 45 2235 426 428 0.109 11 1 Minor Arterial 1700 40 2236 881 1128 9.764 11 1 Minor Arterial 1150 40 2237 1128 881 9.764 11 1 Minor Arterial 1150 40 2238 740 732 0.492 11 2 Major Arterial 3200 45 2239 732 726 0.682 11 2 Major Arterial 3200 45 2240 720 713 1.181 11 2 Principal Arterial 3300 45 2241 705 716 0.865 11 2 Principal Arterial 3600 55 2242 835 701 0.624 11 2 Principal Arterial 3600 55 2243 700 703 0.421 11 2 Principal Arterial 3600 55 2244 712 854 2.407 12 2 Freeway 4100 45 2245 707 702 0.447 12 2 Freeway 4100 45 2246 762 764 1.049 11 1 Major Arterial 1150 45 2247 1006 1004 0.081 12 2 Major Arterial 2700 30 2248 757 1006 1.453 11 2 Major Arterial 3200 45 2249 767 774 1.066 12 2 Freeway 4100 65 2250 622 618 0.535 12 2 Freeway 4100 65 2251 617 1079 0.91 12 2 Freeway 4100 65 2252 1060 384 0.391 12 3 Freeway 6150 45 2253 376 387 0.509 12 2 Freeway 4100 45 2254 416 1053 0.792 12 2 Freeway 4100 45 2255 424 420 0.248 12 4 Freeway 8200 45 2256 412 416 0.174 12 2 Freeway 4100 45 2257 110 1124 0.418 12 2 Freeway 4100 60 2258 884 921 3.971 11 1 Major Arterial 1150 45 2259 921 884 3.971 11 1 Major Arterial 1150 45 2260 140 1056 0.365 12 2 Freeway 4100 55 2261 1002 998 2.151 11 2 Minor Arterial 3200 40 2262 486 511 0.736 11 1 Principal Arterial 1700 45 2263 319 380 1.404 11 2 Collector I Local Road 3200 40 2264 514 1067 0.296 11 1 Major Arterial 1150ilS 45 2265 141 145 0.595 11 1 Major Arterial 1700 40 2266 145 141 0.595 11 1 Major Arterial 1700 40 2267 141 1072 0.61 11 1 Major Arterial 1700 40 2268 1072 141 0.61 11 1 -MajorArterial 1700 40 2269 1061 289 1.63 12 1 Ramp 1500 25 2270 715 707 0.66 12 2 Freeway 4100 45 2271 1058 709 0.428 12 2 Freeway 4100 45 2272 117 861 0.86 11 1 Major Arterial 1700 45 2273 861 117 0.86 11 1 Major Arterial 1700 45 2274 797 803 0.499 11 1 Major Arterial 1150 45 2275 803 797 0.499 11 1 Major Arterial 1150 45 2276 176 884 1.462 11 1 Major Arterial 1150 45 2277 884 176 1.462 11 1 Major Arterial 1150 45 2278 151 967 0.623 1111 1 Principal Arterial 1700 45 2279 967 151 0.623 1111 1 Principal Arterial 1700 45 Page 40 of 46 Appendix C - Page 41 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Lik#

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

1. D-Nde (ml) Width (ft) Lanes Roda ye Rate (veh/hr)FF(mh 2280 151 156 0.604 11 1 Major Arterial 1700 45 2281 156 151 0.604 11 1 Major Arterial 1700 45 2282 788 794 2.057 11 1 Major Arterial 1150 45 2283 794 788 2.057 11 1 Major Arterial 1150 45 2284 243 250 0.83 11 1 Minor Arterial 1700 40 2285 250 243 0.83 11 1 Minor Arterial 1700 40 2286 173 992 2.345 11 1 Collector /Local Road 1700 40 2287 992 173 2.345 11 1 Collector / Local Road 1700 40 2288 181 988 1.999 11 2 Major Arterial 3400 50 2289 988 181 1.999 1 11 2 Major Arterial 3400 50 2290 335 886 0.87 10 2 Collector / Local Road 1600 15 2291 886 335 0.87 10 2 Collector / Local Road 1600 15 2292 679 682 0.796 12 2 Principal Arterial 2800 35 2293 682 679 0.796 12 2 Principal Arterial 2800 35 2294 724 742 1.05 12 2 Major Arterial 2700 30 2295 742 724 1.05 12 2 Major Arterial 2700 30 2296 651 1098 0.132 12 1 Principal Arterial 1700 35 2297 1098 651 0.132 12 1 Principal Arterial 1700 35 2298 436 978 0.654 11 1 Major Arterial 1700 45 2299 978 436 0.654 11 1 Major Arterial 1700 45 2300 741 743 0.881 11 1 Principal Arterial 1700 45 2301 743 741 0.881 11 1 Principal Arterial 1700 45 2302 241 236 0.174 11 1 Principal Arterial 1700 50 2303 112 927 0.061 11 2 Minor Arterial 3200 40 2304 902 1087 0.599 10 1 Collector/I Local Road 800 15 2305 1087 902 0.599 10 -1 Collector / Local Road 800 15 2306 568 576 0.852 10 1 Collector / Local Road 800 15 2307 576 568 0.852 10 1 Collector / Local Road 800 15 2308 585 594 1.14 11 1 Major Arterial 1700 45 2309 594 585 1.14 11 1 Major Arterial 1700 45 2310 585 856 2.064 11 1 Major Arterial 1150 45 2311 856 585 2.064 11 1 Major Arterial 1150 45 2312 114 112 0.319 11 2 Minor Arterial 3200 40 2313 113 926 0.428 11 1 Major Arterial 1700 45 2314 926 113 0.428 11 1 Major Arterial 1700 45 2315 930 115 0.36 11 2 Minor Arterial 3200 40 2316 555 564 0.475 11 1 Principal Arterial 1700 45 2317 564 555 0.475 11 1 Principal Arterial 1700 45 2318 238 295 2.254 11 1 Major Arterial 1700 45 2319 295 238 2.254 11 1 Major Arterial 1700 45 2320 341 396 1.258 11 1 Major Arterial ___1700 45 2321 396 341 1.258 11 1 Major Arterial __'1700 45 2322 430 469 1.275 11 1 Minor Arterial ___1700 40 2323 469 430 1.275 11 1 Minor Arterial 1700 40 2324 249 260 2.032 11 1 Minor Arterial ___1700 40 2325 260 249 2.032 11 1 Minor Arterial 1700 40 2326 223 1091 0.529 10 1 Collector/I Local Road 800 15 2327 1091 223 0.529 10 1 Collector/I Local Road 800 15 2328 213 218 0.75 11 1 Collector/ Local Road 1700 40 2329 218 213 0.75 11 1 Collector /Local Road 1700 40 2330 204 827 2.048 11 1 Minor Arterial 1700 40 2331 827 204 2.048 11 1 Minor Arterial 1700 40 2332 211 213 1.58 11 1 Major Arterial 1700 45 2333 23 211 1.58 11 1Major Arterial 1700 45 2334 176 206 1.924 11 1 Major Arterial 1700 45 2335 206 176 1.924 11 1 Major Arterial 1700 45 2336 153 820 2.719 11 1 Major Arterial 1700 45 Page 41 of 46 Appendix C - Page 42 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Lik#

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

(i Widh_(t)_ ane Rate (vehlhr) -

2337 820 153 2.719 11 1 Major Arterial 1700 45 2338 153 179 1.533 11 1 Major Arterial 1700 45 2339 179 153 1.533 11 1 Major Arterial 1700 45 2340 118 1095 0.382 11 1 Minor Arterial 1700 40 2341 1095 118 0.382 11 1 Minor Arterial 1700 40 2342 204 987 1.294 11 1 Major Arterial 1700 45 2343 987 204 1.294 11 1 Major Arterial 1700 45 2344 143 857 1.843 11 2 Major Arterial 3200 45 2345 857 143 1.843 11 2 Major Arterial 3200 45 2346 143 148 1.86 11 2 Major Arterial 3200 45 2347 148 143 1.86 11 2 Major Arterial 3200 45 2348 128 861 0.824 11_ 1 Major Arterial 1700 45 2349 861 128 0,824 11 1 Major Arterial 1700 45 2350 119 124 0.513 11 1 Minor Arterial 1700 40 2351 124 119 0.513 11 1 Minor Arterial 1700 40 2352 116 119 1.851 11 1 Minor Arterial 1700 40 2353 119 116 1,851 11 1 Minor Arterial 1700 40 2354 192 198 2.097 11 1 Major Arterial 1700 45 2355 198 192 2.097 11 1 Major Arterial 1700 45 2356 191 193 1.191 11 1 Major Arterial 1700 45 2357 193 191 1.191 11 1 Major Arterial 1700 45 2358 209 215 2.432 11 1 Major Arterial 1700 45 2359 215 209 2.432 11 1 Major Arterial 1700 45 2360 917 1014 2.741 11 1 Minor Arterial 1150 40 2361 1014 917 2.741 11 1 Minor Arterial 1150 40 2362 480 1013 2.319 11 1 Major Arterial 1700 50 2363 1013 480 2.319 11 1 Major Arterial 1700 50 2364 215 1131 1.037 11 2 Major Arterial 3400 50 2365 1131 215 1.037 11 2 Major Arterial 3400 50 2366 865 1041 0.43 11 1 Principal Arterial 1600 45 2367 1041 865 0.43 11 1 Principal Arterial 1600 45 2368 806 808 0.353 11 1 Principal Arterial 1600 40 2369 808 806 0.353 11 1 Principal Arterial 1600 40 2370 747 775 2.092 11 1 Principal Arterial 1700 45 2371 775 747 2.092 11 1 Principal Arterial 1700 45 2372 719 922 1.283 10 1 Collector /Local Road 800 15 2373 922 719 1.283 10 1 Collector /Local Road 800 15 2374 739 744 1.694 11 1 Major Arterial 1700 40 2375 744 739 1.694 11 1 Major Arterial 1700 40 2376 1100 1103 1.447 12 2 Freeway 4100 45 2377 1109 617 2.95 12 2 Freeway 4100 45 2378 460 472 0.361 11 1 Major Arterial 1700 45 2379 1116 1118 0.319 11 2 Major Arterial 3200 45 2380 1118 1116 0.319 11 2 Major Arterial 3200 45 2381 1112 1113 0.882 12 1 Ramp 1500 35 2382 1119 1114 1.518 12 1 Ramp 1500 35 2383 1112 1051 1.276 12 2 Freeway 4100 55 2384 177 1114 1.85 12 3 Freeway 6150 55 2385 103 1055 2.194 12 2 Freeway 4100 60 2386 1056 110 2.073 12 2 Freeway 4100 60 2387 291 354 2.467 12 2 Freeway 4100 45 2388 373 1061 4.562 12 2 Freeway 4100 45 2389 505 1105 3.34 12 2 Freeway 4100 45 2390 956 958 1.008 11 2 Principal Arterial 3600 50 2391 958 956 1.008 11 2 Principal Arterial 3600 50 2392 197j 826 0.736 11 2 Major Arterial 3400 50 23-93 826 1 197 0.736 11 2 Major Arterial 3400 50 Page 42 of 46 Appendix C - Page 43 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway 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 ___________ Rate (vehlhr) 2394 777 853 3.066 12 2 Freeway 4100 65 2395 854 767 3.149 12 2 Freeway 4100 65 2396 1148 1077 5.329 12 2 Freeway 4100 45 2397 1078 1149 5.27 12 2 Freeway 4100 45 2398 1121 177 2.25 12 3 Freeway 6150 55 2399 1051 1122 2.697 12 2 Freeway 4100 55 2400 1054 1112 1.9 12 2 Freeway 4100 55 2401 1115 140 0.566 12 4 Freeway 8200 55 2402 675 646 4.651 12 2 Freeway 4100 45 2403 1105 1107 1.222 12 1 Ramp 1500 35 2404 1103 1052 3.998 12 2 Freeway 4100 45 2405 285 1121 4.184 12 2 Freeway 4100 45 2406 147 172 1.59 11 1 Principal Arterial 1700 45 2407 172 147 1.59 11 1 Principal Arterial 1700 45 2408 667 999 0.418 10 1 Collector/I Local Road 800 15 2409 999 667 0.418 10 1 Collector / Local Road 800 15 2410 998 668 2.344 11 2 Minor Arterial 3200 40 2411 668 999 2.356 11 2 Minor Arterial 3200 40 2412 64.4 673 4.521 12 2 Freeway 4100 45 2413 1122 291 4.426 12 2 Freeway 4100 45 2414 1064 186 0.331 11 2 Principal Arterial 3600 50 2415 184 187 0.483 11 2 Principal Arterial 3600 50 2416 1125 1128 3.016 11 1 Minor Arterial 1150 40 2417 1128 1125 3.016 11 1 Minor Arterial 1150 40 2418 1127 780 5.258 12 2 Freeway 4100 60 2419 774 1126 5.028 12 2 Freeway 4100 60 2420 1003 1125 4.988 11 1 Principal Arterial 1600 45 2421 1125 1003 4.988 11 1 Principal Arterial 1600 45 2422 597 1066 7.367 10 1 Collector / Local Road 1700 25 2423 1066 597 7.367 10 1 Collector/I Local Road 1700 25 2424 663 1144 1.515 11 1 Principal Arterial 1600 45 2425 1144 663 1.515 11 1 Principal Arterial 1600 45 2426 906 1144 1.317 11 1 Principal Arterial 1600 45 2427 1144 906 1.317 11 1 Principal Arterial 1600 45 2428 660 907 1.033 10 1 Collector/I Local Road 800 10 2429 907 660 1.033 10 1 Collector/I Local Road 800 10 2430 207 234 1.931 11 1 Major Arterial 1700 45 2431 234 207 1.931 11 1 Major Arterial 1700 45 2432 258 1131 1.323 11 2 Major Arterial 3400 50 2433 1131 258 1.323 11 2 Major Arterial 3400 50 2434 224 238 0.426 11 1 Major Arterial 1700 45 2435 238 224 0.426 11 1 Major Arterial 1700 45 2436 281 283 0.716 11 2 Major Arterial 3200 40 2437 283 281 0.716 11 2 Major Arterial 3200 40 2438 220 306 2.794 11 1 Major Arterial 1700 45 2439 304 219 2.761 11 1 Major Arterial 1700 45 2440 311 347 1.482 11 1 Major Arterial 1700 45 2441 347 311 1.482 11 1 Major Arterial 1700 45 2442 305 344 1.431 11 2 Major Arterial 3200 45 2443 344 305 1.431 11 2 Major Arterial 3200 45 2444 352 355 1.838 11 3 Principal Arterial 5400 50 2445 355 352 1.838 11 3 Principal Arterial 5400 50 2446 363 364 0.504 11 3 Principal Arterial 5400 50 2447 364 363 0.504 11 3 Principal Arterial 5400 50 2448 351 404 1.589 1 11 1 Major Arterial 1 1700 45 2449 404 351 1.589 11 1 Major Arterial 1700 45 2450 382 410 0.547 11 1 Major Arterial 1700 45 Page 43 of 46 Appendix C - Page 44 of 63

Appendix C Oyster Creek NGS AppedixNetwork Oyter reekNGSRoadway Data Table Link # U-Node D-Node Lnt Lae Nm rof Roadway Type StrioFlwFFS (mph)

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

2451 410 382 0.547 11 1 Major Arterial 1700 45 2452 485 461 2.039 11 2 Principal Arterial 3600 50 2453 464 486 2.064 11 2 Principal Arterial 3300 45 2454 529 550 1.204 11 1 Major Arterial 1150 45 2455 550 529 1.204 11 1 Major Arterial 1150 45 2456 504 586 2.895 11 1 Major Arterial 1700 45 2457 586 504 2.895 11 1 Major Arterial 1700 45 2458 564 576 1.989 11 1 Principal Arterial 1700 45 2459 576 564 1.989 11 1 Principal Arterial 1700 45 2460 556 587 1.453 12 1 Minor Arterial 1700 25 2461 587 1047 1.39 12 1 Minor Arterial 1700 25 2462 565 1007 4.229 11 1 Major Arterial 1200 50 2463 1007 565 4.229 11 1 Major Arterial 1200 50 2464 590 600 1.38 11 1 Principal Arterial 1700 40 2465 600 590 1.38 11 1 Principal Arterial 1700 40 2466 607 613 2.344 11 1 Principal Arterial 1700 45 2467 613 607 2.344 11 1 Principal Arterial 1700 45 2468 862 1082 8.227 11 1 Major Arterial 1200 50 2469 1082 862 8.227 11 1 Major Arterial 1200 50 2470 626 824 3.321 11 1 Principal Arterial 1700 45 _

2471 824 626 3.321 11 1 Pricial Arterial 1700 45 _

2472 620 625 1.952 11 1 Collector! Local Road 1700 40 _

2473 625 620 1.952 11 1 Collector / Local Road 1700 40 2474 628 633 1.859 11 1 Collector!/ Local Road 1700 40 2475 633 628 1.859 11 1 Collector / Local Road 1700 40 2476 634 636 1.522 10 1 Collector / Local Road

- 800 15 2477 636 634 1.522 10 1 - Collector / Local Road 800 15 2478 637 639 1.405 12 1 - Principal Arterial 1700 35 2479 639 637 1.405 12 1 Principal Arterial 1700 35 2480 639 640 2.035 11 1 Principal Arterial 1600 45 2481 640 639 2.035 11 1 Principal Arterial 1600 45 2482 660 663 2.531 11 1 Major Arterial 1150 45 2483 663 660 2.531 11 1Major Arterial 1150 45 2484 718 838 3.342 11 1Principal Arterial 1700 50 2485 838 718 3.342 11 1Principal Arterial 1700 50 2486 743 939 0.292 11 1Principal Arterial 1600 45 2487 939 743 0.292 11 1Principal Arterial 1600 45 2488 757 783 1.796 11 2 Major Arterial 3200 45 2489 783 757 1.796 11 2 Major Arterial 3200 45 2490 784 771 1.025 11 2 Major Arterial 3200 45 2491 772 785 0.902 11 1 Major Arterial 1700 45 2492 786 800 1.045 11 2 Major Arterial 3200 45 2493 800 786 1.045 11 2 Major Arterial 3200 45 2494 812 814 1.521 12 1 Minor Arterial 1100 15 2495 814 812 1.521 12 1 Minor Arterial 1100 15 2496 812 866 0.676 10 1 Collector! Local Road 800 15 2497 866 812 0.676 10 1 Collector! Local Road 800 15 2498 329 349 1.608 11 1 Principal Arterial 1700 45 2499 349 329 1.608 11 1 ~ Principal Arterial 1700 45 2500 332 356 1.157 11 2 Major Arterial 3400 50 2501 356 332 1.157 11 2 Major Arterial 3400 50 2502 671 902 0.789 12 1 Principal Arterial 1700 35 _

2503 902 671 0.789 12 1 Principal Arterial 1700 35 2504 904 1003 2.756 11 1 Principal Arterial 1600 55 2505 1003 904 2.756 11 1 Principal Arterial 1600 55 2506 328 335 0.478 11 1 Major Arterial 1700 45 2507 335 328 0.4 78 11 1 Major Arterial 1700 45 Page 44 of 46 Appendix C - Page 45 of 63

Appendix C Oyster Creek NGS Appedix Network Oyter reekNGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Flow FF8 (mph)

______ ______ (ml) Width (ft) Lanes Rate________

2508 640 1132 1.122 11 1 Principal Arterial 1600 45 2509 1132 640 1.122 11 1 Principal Arterial 1600 45 2510 553 1086 2.379 11 1 Major Arterial 1200 55 2511 1086 553 2.379 11 1 Major Arterial 1200 55 2512 862 1007 5.745 11 1 Major Arterial 1200 50 2513 1007 862 5.745 11 1 Major Arterial 1200 50 2514 265 1035 1.031 11 2 Major Arterial 3400 50 2515 1035 265 1.031 11 2 Major Arterial 3400 50 2516 882 904 14.271 11 1 Principal Arterial 1600 55 2517 904 882 14.271 11 1 Principal Arterial 1600 55 2518 753 740 2.726 1 11 2 Major Arterial 3200 45 2519 738 754 4.31 11 2 Major Arterial 3200 45 2520 726 721 1.678 11 2 Principal Arterial 3300 45 2521 719 729 1.238 11 2 Principal Arterial 3300 45 2522 844 1097 0.656 11 1 Principal Arterial 1600 45 2523 1097 844 0.656 11 1 Principal Arterial 1600 45 2524 240 966 1.633 1 11 1 Major Arterial 1700 50 2525 966 240 1.633 11 1 Major Arterial 1700 50 2526 654 662 0.737 11 1 Principal Arterial 1600 45 2527 662 654 0.737 11 1 Principal Arterial 1600 45 2528 392 438 1.066 11 1 Collector / Local Road 1700 40 2529 438 392 1.066 11 1 Collector / Local Road 1700 40 2530 393 415 2.054 11 3 Principal Arterial 5400 50 2531 415 393 2.054 11 3 Principal Arterial 5400 50 2532 438 441 1.814 11 1 Minor Arterial 1700 40 2533 441 438 1.814 11 1 Minor Arterial 1700 40 2534 702 1150 3.601 12 2 Freeway 4100 45 2535 1150 675 0.423 12 2 Freeway 4100 45 2536 1150 677 0.799 12 1 -Ramp 1500 35 2537 673 1151 0.37 1 12 2 Freeway 4100 45 2538 1152 1058 3.558 12 2 Freeway 4100 45 2539 1151 1152 0.092 12 2 Freeway 4100 45 2540 832 1153 0.471 11 1 Minor Arterial 1150 40 2541 1153 832 0.471 11 1 Minor Arterial 1150 40 2542 689 1153 2.496 11 1 Minor Arterial 1150ilS 40 2543 1153 689 2.496 11 1 Minor Arterial 1150 40 2544 1151 1153 0.714 12 1 Ramp 1500 35 2545 1153 1152 0.783 12 1 Ramp 1500 35 2546 99 104 1.019 11 1 Major Arterial 1700 45 2547 104 99 1.019 11 1 Major Arterial 1700 45 2548 108 864 2.653 11 1 Collector / Local Road 800 45 2549 864 108 2.653 11 1~ Collector/I Local Road 800 45 2550 210 221 2.866 11 3 Major Arterial 4800 40 2551 221 210 2.866 11 3 Major Arterial 4800 40 2552 335 338 0.66 11 1 Major Arterial 1700 45 2553 338 335 0.66 11 1 Major Arterial 1700 45 2554 338 350 1.122 11 1 Minor Arterial 1700 40 2555 350 338 1.122 11 1 Minor Arterial 1700 40 2556 1008 414 1.214 11 2 Minor Arterial 3200 45 2557 664 665 0.955 10 1 Collector/I Local Road 800 15 2558 665 664 0.955 10 1 Collector / Local Road 800 15 2559 668 686 3.002 11 1 Major Arterial 1700 45 2560 686 668 3.002 11 1 Major Arterial 1700 45 2561 676 685 1.449 10 1 Collector / Local Road 800 15 2562 685 676 1.449 10 1 Collector/I Local Road 800 15 2563 689 697 1.704 11 1 Minor Arterial 1700 40 12564 697 689 1.704 11 1 Minor Arterial 1700 40 Page 45 of 46 Appendix C - Page 46 of 63

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

-ink -Nod D-Node (mi) Width (ft) Lanes Rate (veh/hr) 2565 693 695 1.528 10 1 Collector / Local Road 800 15 2566 695 693 1.528 10 1 Collector / Local Road 800 15 2567 695 698 3.081 11 2 Principal Arterial 3600 55 2568 698 695 3.081 11 2 Principal Arterial 3600 55 2569 698 699 1.057 10 1 Collector / Local Road 800 15 2570 699 698 1.057 10 1 Collector / Local Road 800 15 2571 960 962 1.504 10 1 Collector / Local Road 800 15 2572 962 960 1.504 10 1 Collector / Local Road 800 15 2573 276 960 1.811 11 2 Principal Arterial 3600 50 2574 960 276 1.811 11 2 Principal Arterial 3600 50 2575 99 100 5.355 11 1 Major Arterial 1700 45 2576 100 99 5.355 11 1 Major Arterial 1700 45 2577 123 125 1.445 12 1 Major Arterial 1700 35 2578 125 123 1.445 12 1 Major Arterial 1700 35 2579 508 598 4.812 11 1 Major Arterial 1700 45 2580 598 508 4.812 11 1 Major Arterial 1700 45 Page 46 of 46 Appendix C - Page 47 of 63

Appendix C Oyster Creek NGS Node Data Table Note: Coordinatesin NAD83 State Plane New Jersey Node # X-Coord Y-Coord Control Type 91 573067.3 421880.37 Two-way yield 92 573021.78 422246.92 Diverge - Uncontrolled 93 573008.84 422387.79 Signalized - Actuated 94 572707.94 422373.9 Two-way yield 95 572384.51 422354.73 Diverge - Uncontrolled 97 565043.73 465355.83 Signalized - Flashing 98 570639.33 463741.16 Signalized - Flashing 99 574559.11 463418.1 Signalized - Flashing 100 583881.06 462150.31 Signalized - Flashing 101 562941.59 462104.4 Two-way stop 102 592585.18 461718.12 Diverge - Uncontrolled 103 593681.85 463740.59 Diverge - Uncontrolled 104 571003.67 460995.61 Signalized - Flashing 105 591676.82 460825.68 Diverge - Uncontrolled 106 591640.99 460694.4 Signalized - Flashing 107 591985.4 460611.98 Diverge - Uncontrolled 108 582579.03 461351.74 Signalized - Flashing 109 592570.71 460454.06 Signalized - Flashing 110 593595.36 463000.79 Diverge - Uncontrolled 111 591522.13 460336.92 Diverge - Uncontrolled 112 593318.28 460289.54 Diverge - Uncontrolled 113 593255.71 460540.62 Diverge - Uncontrolled 116 558536.77 459293.07 Two-way stop 118 556147.97 458899.7 Two-way stop 119 563774.56 458615.81 Two-way stop 120 589161.47 458441.68 Diverge - Uncontrolled 121 589289.62 458385.76 Signalized - Flashing 122 589175.45 458238.96 Two-way yield 124 565174.64 457969.82 Two-way stop 125 572072.64 457868.29 Signalized - Actuated 126 571485.25 457815.1 Signalized - Actuated 127 557189.35 457746.68 Signalized - Actuated 130 563668.31 457352.68 Two-way stop 131 572241.45 457001.08 Signalized - Flashing 132 571762.76 456524.7 Signalized - Actuated 135 557162.77 455606.43 Signalized - Actuated 137 559641.75 455490.2 Signalized - Actuated 138 571471.33 453999.02 Signalized -Actuated 139 551232.63 455002.19 Signalized - Flashing 140 588301.8 452454.24 Diverge - Uncontrolled 141 588784.13 452978.5 Diverge - Uncontrolled 143 580354.17 452675.66 Signalized - Flashing Page 1 of 16 Appendix C - Page 48 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 144 571212.86 452052.75 Signalized - Flashing 145 589599.9 451761.23 Signalized - Flashing 146 568452.6 451742.17 Two-way stop 148 579013.96 449998.35 Signalized - Flashing 151 592710.74 447255.29 Signalized - Actuated 153 567862.25 446990.19 Signalized - Flashing 154 593669.2 446181.58 Signalized - Actuated 155 593699.02 446444.04 Two-way yield 156 593485.77 446345.62 Two-way yield 157 593807.88 446039.92 Two-way yield 158 593615.51 446023.51 Two-way yield 160 587514.78 445440.97 Diverge - Uncontrolled 161 585399.71 445042.93 Diverge - Uncontrolled 162 587016.15 445347.76 Signalized - Flashing 163 593020.81 444968.41 Signalized - Flashing 164 592908.73 445055.74 Diverge - Uncontrolled 165 592944.52 444861.87 Two-way yield 166 593239.78 444821.61 Diverge - Uncontrolled 167 593132.41 444894.68 Diverge - Uncontrolled 168 584212.05 444814 Signalized - Flashing 169 592674.6 445252.58 Two-way yield 170 592828.2 444665.03 Two-way stop 171 570289.08 444473.5 Two-way yield 172 570325.48 444808.44 Signalized - Flashing 173 570995.38 444389.76 Two-way stop 174 594827.45 444368.59 Two-way yield 175 594998.95 444314.53 Signalized - Flashing 177 584888.96 444567.59 Two-way yield 179 567338.89 442847.43 Two-way stop 180 570033.47 442506.68 Signalized - Flashing 181 571364.88 442348.76 Diverge - Uncontrolled 182 570007.43 442291.08 Two-way stop 184 570480.81 442188.95 Diverge - Uncontrolled 185 569631.31 442154.9 Diverge - Uncontrolled 186 570244.12 442120.24 Diverge - Uncontrolled 187 569715.19 442046.79 Diverge - Uncontrolled 188 570320.47 442014.3 Diverge - Uncontrolled 189 569469.14 441992.73 Diverge - Uncontrolled 191 592310.72 441736.57 Signalized - Actuated 193 596308.29 441325.87 Signalized - Flashing 194 549137.28 441560.11 Two-way stop 197 567071.18 440571.55 Signalized - Flashing 198 618062.96 439693.46 Signalized - Flashing 204 576454.26 438961.73 Two-way stop Page 2 of 16 Appendix C - Page 49 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 205 547379.6 438842.47 Signalized - Actuated 206 564161.82 438629.79 Signalized - Actuated 207 564450.7 438135.37 Signalized - Flashing 208 549056.15 438112.36 Two-way stop 209 550002.6 437760.82 Two-way stop 210 591989.24 436888.52 Signalized - Flashing 211 569371.22 435982.82 Signalized - Flashing 212 617123.25 435066.9 Diverge - Uncontrolled 213 573395.14 434169.11 Two-way stop 215 556683.64 433538.18 Signalized - Actuated 217 576270.16 432586.66 Two-way stop 218 575804.62 434925.62 Two-way stop 221 591630.24 432107.22 Signalized - Flashing 223 574253.97 431781.92 Signalized - Flashing 224 576590.27 431181.18 Signalized - Flashing 225 591517.66 430906.82 Signalized - Actuated 226 591565.87 431096.79 Diverge - Uncontrolled 227 545313.1 430970.12 Two-way stop 228 570936.74 430907.58 Two-way stop 229 591809.72 430850.11 Two-way yield 230 545272.45 430832.2 Diverge - Uncontrolled 231 575107.04 430667.07 Signalized - Flashing 233 544873.22 430297.95 Signalized - Actuated 235 546181.45 429903.21 Diverge - Uncontrolled 236 546509.3 429805.74 Diverge - Uncontrolled 237 546469.43 429668.4 Two-way yield 238 575660.45 429694.32 Two-way yield 239 541215.13 429590.05 Diverge - Uncontrolled 240 547054.24 429508.91 Diverge - Uncontrolled 241 546847.48 429674.02 Two-way yield 244 546615.63 429553.21 Diverge - Uncontrolled 245 546867.53 429480.99 Two-way yield 246 540964.7 429446.68 Two-way yield 247 546856.79 429269.71 Diverge - Uncontrolled 248 541113.5 429352.32 Diverge - Uncontrolled 250 541380.26 429152.7 Diverge - Uncontrolled 251 541120.76 429265.21 Two-way yield 253 540990.1 429005.71 Diverge - Uncontrolled 254 540864.89 428954.9 Two-way yield 255 540665.27 429016.6 Diverge - Uncontrolled 256 590919.74 428759.24 Signalized - Actuated 258 563054.07 428663.55 Two-way stop 259 571707.63 428408.82 Signalized - Flashing 260 571362.06 429511.99 Two-way stop Page 3 of 16 Appendix C - Page 50 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 262 564510.58 427567.01 Signalized - Flashing 264 563151.51 426817.91 Two-way stop 265 588965.88 426451.8 Diverge - Uncontrolled 266 588764.68 426330.53 Signalized - Actuated 267 588610.33 426231.31 Diverge - Uncontrolled 268 588841.85 426154.14 Diverge - Uncontrolled 270 557028.7 425396.38 Two-way stop 275 553912.68 423659.21 Signalized - Flashing 276 553508.62 423907.31 Diverge - Uncontrolled 278 583883.54 423182.53 Diverge - Uncontrolled 279 583636.59 423096.54 Two-way stop 280 583687.3 422842.97 Signalized - Actuated 283 571535.13 422273.69 Two-way stop 285 573461.88 421652 Two-way yield 286 573102.08 421471.22 Diverge - Uncontrolled 287 580343.05 420752.61 Signalized - Flashing 289 573201.09 420517.97 Two-way yield 290 582237.06 420246.73 Diverge - Uncontrolled 291 572919.67 420067.32 Two-way yield 292 582115.79 419960.1 Signalized - Flashing 293 573274.71 419862.19 Diverge - Uncontrolled 294 582331.87 419876.31 Two-way yield 295 577053.14 420005.21 Signalized - Flashing 297 579659.65 419149.24 Signalized - Flashing 299 579948.78 418754.97 Diverge - Uncontrolled 300 559789.26 419638.56 Signalized - Actuated 308 581171.15 417818.03 Diverge - Uncontrolled 309 580653.26 417698.09 Two-way yield 310 580691.36 417661.4 Diverge - Uncontrolled 311 569203.27 417656.67 Two-way stop 312 581079.43 417585.2 Diverge - Uncontrolled 313 581058.26 417520.28 Diverge - Uncontrolled 314 580859.29 417531.57 Diverge - Uncontrolled 315 580934.08 417472.3 Diverge - Uncontrolled 316 581021.57 417398.92 Signalized - Actuated 317 581117.53 417315.67 Diverge - Uncontrolled 318 580991.94 417301.55 Diverge - Uncontrolled 319 612429.62 417179.56 Diverge - Uncontrolled 320 612509.37 417201.72 Diverge - Uncontrolled 321 581161.28 417273.33 Diverge - Uncontrolled 322 612806.21 417179.56 Signalized - Flashing 323 613266.97 417117.54 Signalized - Flashing 324 581324.97 417147.74 Diverge - Uncontrolled 325 580960.89 417002.39 Diverge - Uncontrolled Page 4 of 16 Appendix C - Page 51 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 326 580970.77 417150.56 Diverge - Uncontrolled 327 581418.11 417064.48 Diverge - Uncontrolled 329 573945.76 416926.97 Two-way stop 330 580956.66 416848.58 Diverge - Uncontrolled 331 576714.78 416810.67 Signalized - Flashing 332 580940.26 416625.97 Two-way stop 333 529232.81 416645.16 Signalized - Actuated 335 583415.41 416075.04 Signalized - Flashing 337 576486.73 415826.71 Two-way stop 338 585031 415340.45 Signalized - Flashing 340 565586.42 414955.3 Signalized - Actuated 341 590052.14 414250.84 Signalized - Flashing 342 591812.94 414099.26 Signalized - Flashing 343 593515.19 413990.06 Signalized - Flashing 344 594967.97 413890.46 Signalized - Actuated 345 567563.12 413500.48 Signalized - Actuated 346 567956.41 413273.55 Diverge - Uncontrolled 347 568160.34 413190.75 Signalized - Flashing 348 568204.81 413072.69 Two-way yield 349 575519.36 412994.68 Signalized - Flashing 350 582418.08 412910.12 Signalized - Flashing 351 568813.53 412595.83 Two-way yield 352 569005.19 412973.02 Diverge - Uncontrolled 353 574276.49 412107.74 Diverge - Uncontrolled 354 574126.75 412832.46 Diverge - Uncontrolled 355 573536.8 412065.81 Diverge - Uncontrolled 356 579913.24 412024.39 Two-way yield 357 574069.85 411966.99 Diverge - Uncontrolled 358 574192.64 411940.04 Diverge - Uncontrolled 359 579958.61 411939.1 Diverge - Uncontrolled 360 579862.43 411928.21 Diverge - Uncontrolled 361 574339.38 412062.82 Diverge - Uncontrolled 362 574572.97 411871.16 Diverge - Uncontrolled 364 576406.52 411765.13 Two-way yield 365 576064.24 411739.22 Diverge - Uncontrolled 366 579410.57 411728.59 Diverge - Uncontrolled 367 575994.57 411735.28 Signalized - Actuated 368 575955.9 411876.61 Diverge - Uncontrolled 369 575893.1 411728.23 Diverge - Uncontrolled 370 579729.95 411714.08 Signalized - Actuated 371 575225.82 411730.4 Diverge - Uncontrolled 372 575363.57 411718.43 Diverge - Uncontrolled 373 574144.72 413009.15 Diverge - Uncontrolled 375 574396.28 411727.41 Diverge - Uncontrolled Page 5 of 16 Appendix C - Page 52 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 376 574345.37 411715.43 Diverge - Uncontrolled 377 576023.41 411610.48 Diverge - Uncontrolled 378 579597.48 411463.65 Two-way yield 379 576072.87 411388.31 Diverge - Uncontrolled 382 579381.23 411070.86 Signalized - Flashing 383 591466.81 411027.38 Diverge - Uncontrolled 384 574483.13 410996.7 Diverge - Uncontrolled 386 593370.51 410906.23 Two-way stop 387 574432.22 410900.87 Diverge - Uncontrolled 388 583036.19 410672.94 Two-way yield 389 582585.35 410837.4 Two-way stop 390 582591.02 410658.77 Signalized - Flashing 391 582727.12 410596.39 Diverge - Uncontrolled 392 582605.2 410454.61 Diverge - Uncontrolled 393 583019.18 410448.94 Diverge - Uncontrolled 395 522290.04 410592.68 Signalized - Actuated 396 589822.7 410127.45 Signalized - Flashing 401 522823.29 409843.06 Signalized - Flashing 404 573725.04 409317.06 Diverge - Uncontrolled 405 573929.74 409317.06 Signalized - Flashing 406 574050.24 409311.25 Two-way yield 408 573937 409225.6 Two-way yield 409 574029.91 409180.59 Diverge - Uncontrolled 411 574246.23 409064.45 Diverge - Uncontrolled 412 574398.66 409154.46 Diverge - Uncontrolled 415 585924.4 408873.03 Two-way stop 416 574375.43 408874.27 Two-way yield 419 574624.84 408795.83 Diverge - Uncontrolled 420 574454.71 409022.67 Diverge - Uncontrolled 421 586051.33 408751.37 Two-way stop 422 574996.29 408750.46 Signalized - Flashing 423 586006.65 408707.5 Diverge - Uncontrolled 424 574398 408628.54 Diverge - Uncontrolled 426 574916.9 408617.19 Two-way stop 428 575316.22 408381.91 Two-way yield 429 586762.71 408370.38 Signalized - Flashing 430 586094.59 408295.51 Signalized - Flashing 432 586598.66 408270.2 Diverge - Uncontrolled 434 587121.29 408232.46 Two-way yield 435 526133.32 408328.26 Signalized - Flashing 436 526272.26 408282.89 Signalized - Flashing 437 576709.38 408114.15 Signalized- Actuated 438 582801.92 407880.17 Signalized - Flashing 440 610291.03 407752.9 Two-way stop Page 6 of 16 Appendix C - Page 53 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 441 577955.44 407761.1 Signalized - Flashing 442 589137.03 407698.56 Diverge - Uncontrolled 444 589340.28 407647.46 Signalized - Flashing 445 589357.7 407732.25 Signalized - Flashing 446 611629.38 407596.95 Two-way stop 447 612077.38 407548.75 Two-way stop 448 593202.13 407512.59 Two-way stop 450 576613.19 407536.27 Signalized - Actuated 451 589321.7 407551.07 Two-way stop 452 611584.78 407272.16 Diverge - Uncontrolled 453 592989.81 407253.08 Diverge - Uncontrolled 454 593187.61 407240.38 Signalized - Flashing 456 593185.8 407171.42 Signalized - Flashing 457 593361.82 407156.9 Diverge - Uncontrolled 458 611561.33 407055.37 Diverge - Uncontrolled 459 593176.72 407011.73 Diverge - Uncontrolled 460 611323.15 406975.98 Two-way yield 461 597452.92 406949.21 Signalized - Flashing 463 576596.41 406987.46 Diverge - Uncontrolled 464 597452.92 406883.88 Signalized - Flashing 465 597085.62 406904.2 Diverge - Uncontrolled 466 611218.23 406695.27 Diverge - Uncontrolled 467 611518.79 406644.23 Signalized - Flashing 469 589239.28 406639.76 Two-way stop 470 611978.14 406567.67 Diverge - Uncontrolled 471 610344.91 406562 Diverge - Uncontrolled 472 610469.67 406544.99 Diverge - Uncontrolled 473 610410.12 406644.23 Two-way yield 477 610262.68 406303.97 Two-way yield 479 593079.91 405942.81 Two-way stop 480 532825.13 405485.4 Signalized - Flashing 484 575327.11 404776.97 Two-way stop 489 574105.78 404231.02 Signalized - Flashing 490 611194.23 404125.67 Two-way stop 491 611667.39 404067.1 Two-way stop 493 609993.12 404103.55 Diverge - Uncontrolled 494 608852.93 403950.71 Diverge - Uncontrolled 495 574925.63 403946.08 Signalized - Flashing 496 573234.73 403836.14 Signalized - Flashing 497 573361.03 403892.76 Diverge - Uncontrolled 499 609879.7 403530.78 Two-way yield 500 609998.79 403618.68 Diverge - Uncontrolled 501 609610 403664.33 Diverge - Uncontrolled 502 609987.45 403508.1 Two-way stop Page 7 of 16 Appendix C - Page 54 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 503 573388.42 403541.46 Diverge - Uncontrolled 504 573183.08 403586.99 Two-way stop 505 573693.48 403795.49 Diverge - Uncontrolled 506 611580.57 403324.65 Signalized - Flashing 507 609400.17 403372.27 Diverge - Uncontrolled 508 577048.84 403254.18 Signalized - Flashing 510 609371.82 403165.28 Diverge - Uncontrolled 511 608844.42 403882.66 Diverge - Uncontrolled 512 581447.34 403140.9 Two-way stop 513 581085.17 403594.84 Diverge - Uncontrolled 515 579427.12 402893.99 Two-way stop 516 578224.14 402901.91 Diverge - Uncontrolled 517 578376.13 402847.47 Signalized - Flashing 518 579535.13 402790.63 Diverge - Uncontrolled 520 578362.52 402747.66 Two-way stop 521 578977.37 402679.13 Diverge - Uncontrolled 523 579605.98 402618.74 Two-way stop 525 579780.19 402560.67 Diverge - Uncontrolled 526 609881.83 402454.73 Diverge - Uncontrolled 527 570790.1 402764.23 Two-way stop 528 579888.2 402459.62 Two-way yield 530 579741.87 402436.4 Two-way yield 531 579812.71 402413.17 Diverge - Uncontrolled 532 610678.71 402338.26 Diverge - Uncontrolled 533 611008.33 402246.1 Diverge - Uncontrolled 534 610887.82 402334.71 Diverge - Uncontrolled 535 580024.09 402334.19 Diverge - Uncontrolled 536 523241.49 402384.14 Two-way stop 538 610632.63 402068.89 Two-way yield 539 583230.32 402089.72 All-way stop 541 610979.03 401867.64 Two-way stop 542 611408.23 401798.41 All-way stop 543 523971.6 401910.92 Two-way stop, 544 610958.71 401707.36 Two-way yield 545 610813.39 401640.02 Diverge - Uncontrolled 547 524566.51 401545.87 Two-way stop 549 586233.54 401167.3 Two-way stop 550 567802.51 401132 Two-way stop 551 523403.73 400978 Two-way stop 553 551818.92 401833.56 Two-way stop 555 582582.49 399909.93 Signalized - Actuated 556 610646.81 399825.32 Signalized - Actuated 557 610749.59 399821.77 Signalized - Actuated 558 589361.76 399679.37 Two-way stop Page 8 of 16 Appendix C - Page 55 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 559 576244.86 399664.54 Two-way yield 560 523430.77 399544.82 Two-way stop 561 592499.48 399282.6 Two-way stop 564 583738.57 398830.62 Two-way stop 567 593570.31 398730.95 Two-way stop 569 589273.81 398100.14 Two-way stop 570 591385.38 398038.7 Two-way stop 577 588778.11 394849.19 Two-way yield 578 589423.28 394704.45 Two-way stop 579 589658.36 394544.78 Diverge - Uncontrolled 580 589386.36 394682.38 Diverge - Uncontrolled 581 588971.19 394531.25 Signalized - Flashing 583 589036.52 394275.74 Diverge - Uncontrolled 585 595473.17 393774.03 All-way stop 587 609941.92 393539.92 Diverge - Uncontrolled 589 609736.77 391966.3 Diverge - Uncontrolled 594 594233.46 390467.53 Two-way stop 597 609499.3 389878.68 Diverge - Uncontrolled 601 592892.86 387474.94 Two-way stop 602 588082.87 387303.45 Two-way stop 605 570376.44 387880.56 Signalized - Flashing 606 574663.32 386007.3 Signalized - Actuated 607 587460.24 385698.56 Signalized - Actuated 609 578639.29 385327.13 Signalized - Actuated 610 592004.7 384380.04 Two-way stop 620 577415.35 375550.87 Signalized - Flashing 621 571301.19 375357.41 Diverge - Uncontrolled 622 571241.65 376276.1 Diverge - Uncontrolled 623 571261.49 375204.29 Signalized - Actuated 624 571519.52 375096.55 Diverge - Uncontrolled 625 574882.28 373699.54 Signalized - Flashing 626 582247.94 372903.57 Signalized - Actuated 627 575557.92 372686.08 Signalized - Actuated 628 581037.02 373492.3 Two-way stop 634 576733.46 370571.38 Signalized - Actuated 637 578819.97 366811.61 Signalized - Actuated 639 577407.11 364582.77 Signalized - Flashing 640 575684.74 360845.17 Signalized - Flashing 643 577204.33 351474.63 Signalized - Flashing 644 565864.42 350016.22 Two-way yield 646 566150.8 349778.04 Diverge - Uncontrolled 647 566811.47 350472.74 Two-way stop 648 577655.09 349022.86 Signalized - Actuated 652 578661.02 348914.7 Two-way stop Page 9 of 16 Appendix C - Page 56 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 653 576665.38 346883.9 Two-way stop 655 534088.22 345256.01 Two-way stop 658 536407.28 344581.06 Two-way stop 659 537269.89 345079.7 Two-way stop 661 538999.58 344061.08 Two-way yield 664 573852.97 342264.17 Signalized - Flashing 668 572660.41 340550.98 Signalized - Flashing 669 529034.89 337956.77 Two-way stop 672 561752.5 337474.24 Two-way stop 673 562169.88 338023.19 Diverge - Uncontrolled 674 562782.34 337412.99 Two-way yield 675 562553.24 337946.06 Diverge - Uncontrolled 677 562736.97 337179.35 Signalized - Flashing 679 563029.6 337099.96 Diverge - Uncontrolled 682 564260.76 336749.79 Signalized - Actuated 684 569952.67 335133.47 Signalized - Actuated 685 570926.02 334434.97 Two-way stop 690 528352.83 331127.17 Two-way stop 691 567292.39 330985.96 Signalized - Flashing 695 548023.46 330110.21 Signalized - Actuated 699 554414.14 323218.93 Two-way stop 700 552927.93 322035.82 Diverge - Uncontrolled 701 553119.62 321751.35 Two-way stop 702 554976.21 320912.11 Diverge - Uncontrolled 703 553675.44 320674.64 Diverge - Uncontrolled 704 553593.92 320437.17 Diverge - Uncontrolled 705 553842.02 320391.1 Diverge - Uncontrolled 706 555047.1 320132.36 Diverge - Uncontrolled 707 554604.06 320295.4 Diverge - Uncontrolled 708 553356.45 320008.31 Diverge - Uncontrolled 709 553795.95 319955.14 Diverge - Uncontrolled 710 554451.65 319586.53 Diverge - Uncontrolled 711 554699.75 319597.16 Diverge - Uncontrolled 712 553282.02 319377.41 Diverge - Uncontrolled 713 554667.86 319210.83 Diverge - Uncontrolled 715 553381.26 318757.15 Diverge - Uncontrolled 716 554561.53 319200.2 Diverge - Uncontrolled 717 595176.32 318514.54 Two-way stop 718 561512.6 318022.71 Signalized - Actuated 719 555583.19 317533.09 Signalized - Actuated 720 555654.07 317586.96 Signalized - Actuated 721 555839.27 317345.24 Diverge - Uncontrolled 722 562329.24 316743.66 Two-way stop 727 562100.24 313993.91 Two-way stop Page 10 of 16 Appendix C - Page 57 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 729 558911.58 314172.72 Diverge - Uncontrolled 730 559835.46 313894.97 Two-way yield 731 559663.06 313704.43 Two-way yield 732 559483.86 313727.11 Diverge - Uncontrolled 733 559402.19 313695.35 Diverge - Uncontrolled 735 559120.92 313225.8 Diverge - Uncontrolled 736 559386.32 313459.44 Two-way yield 737 559633.57 313459.44 Diverge - Uncontrolled 738 559980.63 313125.99 Two-way yield 739 561708.14 312966.34 Signalized - Flashing 740 560241.5 312974.01 Diverge - Uncontrolled 741 558862.32 312858.32 Two-way yield 743 558063.46 311187.91 Signalized - Flashing 745 568234.08 309140.82 Two-way stop 748 570668.67 306705.48 Two-way stop 749 570073.39 306210.69 Two-way yield 750 532836.58 306150.03 Two-way stop 752 569857.82 305887.7 Signalized - Flashing 753 569905.46 305960.28 Signalized - Actuated 754 569608.3 306053.29 Diverge - Uncontrolled 757 587994.14 304809.06 Diverge - Uncontrolled 759 571673.8 304408.94 Two-way yield 760 571840.75 304449.59 Diverge - Uncontrolled 762 576334.89 301542.05 Diverge - Uncontrolled 764 579263.89 299868.13 Diverge - Uncontrolled 765 535810.95 299427.73 Diverge - Uncontrolled 766 535757.78 299629.76 Diverge - Uncontrolled 767 536817.54 299417.1 Diverge - Uncontrolled 768 535672.72 299385.2 Two-way yield 769 535835.76 299332.03 Signalized - Actuated 771 580991.15 298873.83 Diverge - Uncontrolled 774 535261.57 298697.59 Diverge - Uncontrolled 776 536321.33 298236.83 Two-way yield 777 536682.86 298913.8 Diverge - Uncontrolled 778 536161.84 298212.02 Diverge - Uncontrolled 779 536133.48 298304.17 Two-way stop 782 536250.45 297935.56 Diverge - Uncontrolled 783 583617.37 297784.72 Diverge - Uncontrolled 784 583150.02 297737.34 Signalized - Actuated 785 582997.64 297493.9 Signalized - Flashing 786 583314.47 297302.5 Signalized - Flashing 788 536749.9 296307.32 Two-way stop 789 537237 294604.08 Two-way yield 790 537263.71 294418.25 Two-way stop Page 11 of 16 Appendix C - Page 58 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 791 537361.27 294455.42 Two-way stop 792 547812.83 294189.83 Two-way stop 797 543821.07 293953.01 Two-way stop 800 580719.67 293070.39 Signalized - Flashing 801 546921.56 292822.63 Two-way stop 805 545961.05 291291.01 Two-way stop 809 544315.86 289118.25 Two-way stop 813 536930.23 282937.65 Signalized - Actuated 817 537162.63 280446.51 Signalized - Flashing 820 563222.45 451190.25 Two-way stop 821 593104.08 445121.35 Two-way yield 823 589273.81 398167.48 Two-way stop 824 585523.34 379307.25 Two-way stop 825 566677.39 437233.53 All-way stop 827 569697.85 439764.74 Two-way stop 829 587054.51 408342.79 Diverge - Uncontrolled 831 586793.9 408452.04 Signalized - Flashing 832 561351.85 337587.43 Signalized - Flashing 834 543482.29 337525.61 Two-way stop 835 553870.38 320515.15 Diverge - Uncontrolled 842 564353.04 406878.4 Two-way yield 849 569826.06 305840.06 Two-way stop 850 580642.83 403790.49 Diverge - Uncontrolled 855 559588.19 396423.12 Signalized - Actuated 859 611033.14 402476.49 Diverge - Uncontrolled 860 587935.8 454877.76 Signalized - Actuated 861 582515.53 456270.98 Signalized - Actuated 871 521147.81 407609.07 Two-way stop 872 528686.09 409169.95 Diverge - Uncontrolled 876 528309.07 404640.01 Two-way stop 879 523720.27 397019.22 Two-way stop 881 522461.09 398667.46 Two-way stop 884 556012.89 449893.53 Signalized -Actuated 886 582570 419598.49 Diverge - Uncontrolled 887 581994.52 419686.69 Two-way yield 888 583528.54 422549.72 Diverge - Uncontrolled 889 583729.19 422618.07 Two-way stop 893 548234.43 349912.55 Two-way yield 898 562388.82 351539.25 Two-way stop 899 576526.99 407214.16 Two-way stop 900 576894.2 353659.05 Two-way stop 902 556927.9 338831.33 Signalized - Actuated 904 527365.46 350694.81 Signalized - Actuated 905 539219.33 343844.87 Two-way stop Page 12 of 16 Appendix C - Page 59 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 906 539290.22 343940.57 Diverge - Uncontrolled 911 559599.08 419381.59 Two-way stop 912 559525.04 419838.9 Diverge - Uncontrolled 913 557483.19 421365.46 Signalized - Actuated 917 528042.76 425468.31 Two-way stop 918 538167.16 427367.96 Two-way stop 925 559928.46 314053.76 Signalized - Actuated 927 593001.93 460350.18 Signalized - Flashing 928 592822.7 460393.16 Diverge - Uncontrolled 929 593074.4 460416.03 Diverge - Uncontrolled 930 593083.19 460314.09 Diverge - Uncontrolled 931 592893.12 460276.88 Diverge - Uncontrolled 932 592759.22 460185.27 Diverge - Uncontrolled 933 589406.48 407884.39 Two-way stop 934 589638.76 407684.63 Diverge - Uncontrolled 936 585291.99 450099.66 Signalized - Flashing 937 587109.35 445361.74 Diverge - Uncontrolled 938 587034.79 445210.29 Two-way yield 940 565899.85 336269.68 Signalized - Flashing 941 589406.91 394693.42 Two-way stop 943 589213.58 394611.6 Two-way stop 944 591387.72 446268.56 Signalized - Actuated 945 591210.24 446204.85 Two-way yield 946 591260.3 446332.27 Diverge - Uncontrolled 947 593233.47 445347.18 Diverge - Uncontrolled 948 593118.99 445157.14 Diverge - Uncontrolled 949 593069.78 445297.32 Diverge - Uncontrolled 950 592817.76 445292.84 - Diverge - Uncontrolled 951 592811.8 445139.25 Diverge - Uncontrolled 952 594915.07 444541.94 Two-way stop 953 595246.87 444234.38 Two-way yield 954 595101.47 444105.76 Two-way yield 955 545378.43 430946.89 Two-way stop 957 547058.67 429052.57 Two-way yield 958 548616.25 427372.44 Diverge - Uncontrolled 960 548885.62 427054.87 Signalized - Actuated 961 548689.97 426921.6 Two-way stop 962 550221.59 428944.14 Two-way stop 964 595136.89 444269.79 Diverge - Uncontrolled 965 550137.72 429659.54 Signalized - Flashing 967 591947.49 446605.33 Diverge - Uncontrolled 969 572296.15 303870.92 Diverge - Uncontrolled 970 571839.3 304263.77 Diverge - Uncontrolled 972 570188.58 305772.08 Diverge - Uncontrolled Page 13 of 16 Appendix C - Page 60 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 973 589143.18 394514.17 Diverge - Uncontrolled 974 589115.4 394581.53 Two-way stop 976 532108.53 402591.99 Two-way stop 978 528351.96 407039.18 Signalized - Flashing 979 529963.37 405856.52 Diverge - Uncontrolled 980 530483.94 405435.62 Two-way stop 981 530489.48 405745.75 Signalized - Actuated 982 527861.6 405180.52 Two-way stop 984 559707.97 419702.43 Diverge - Uncontrolled 985 570611.58 442438.11 Diverge - Uncontrolled 987 576977.16 443068.1 Two-way stop 988 576415.61 443322.07 Diverge - Uncontrolled 989 576862.99 443417.61 Two-way yield 990 577041.41 443450.88 Signalized - Actuated 991 577058.71 443645.95 Two-way yield 992 577087.26 443861.19 Two-way stop 993 577249.78 443489.84 Two-way yield 994 577008.48 443254.07 Diverge - Uncontrolled 995 569950.17 441874 Two-way stop 996 528021.09 405007.73 Diverge - Uncontrolled 997 528013.23 405337.1 Two-way yield 998 568559.65 339654.42 Signalized - Flashing 999 568530.16 339708.87 Signalized - Flashing 1006 591623.91 310925.68 Diverge - Uncontrolled 1007 542547.07 388904.42 Two-way stop 1008 565469.24 414776.48 Diverge - Uncontrolled 1011 567718.37 413400.81 Diverge - Uncontrolled 1012 567620.62 413619.31 Two-way stop 1015 570108.83 306006.89 Diverge - Uncontrolled 1016 569975.92 306055.63 Two-way stop 1017 569755.74 305808.3 Diverge - Uncontrolled 1018 569782.96 305760.67 Two-way yield 1019 526867.8 414520.35 Two-way stop 1020 527992.15 413629.91 Signalized - Flashing 1022 563215.87 408912.8 Diverge - Uncontrolled 1023 570699.38 442431.24 Two-way yield 1024 570642.88 442370.16 Two-way yield 1027 522382.44 405961.93 Two-way stop 1029 521023.21 409962.73 Two-way stop 1030 583421.32 297474.39 Diverge - Uncontrolled 1039 609573.69 403995.05 Diverge - Uncontrolled 1040 611109.17 403377.81 Signalized - Flashing 1042 610339.24 407764.24 Two-way stop 1044 535346.12 300879 Two-way stop Page 14 of 16 Appendix C - Page 61 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 1047 610731.87 399726.08 Diverge - Uncontrolled 1048 610863.01 399811.14 Two-way yield 1049 555501.76 350968.85 Two-way stop 1051 585463.55 446138.32 Diverge - Uncontrolled 1054 588269.18 452894.62 Diverge - Uncontrolled 1058 554458.74 320890.85 Two-way yield 1061 573070.53 420038.35 Diverge - Uncontrolled 1062 570442.04 375516.2 Diverge - Uncontrolled 1063 569471.05 441969.21 Diverge - Uncontrolled 1064 569721.71 442023.63 Diverge - Uncontrolled 1065 564637.31 337475.67 Diverge - Uncontrolled 1070 588165.95 453972.75 Diverge - Uncontrolled 1072 588251.28 453802.09 Signalized - Flashing 1073 584795.65 444928.25 Diverge - Uncontrolled 1074 584253.01 445082.51 Two-way yield 1075 584143.79 444936.88 Diverge - Uncontrolled 1076 584034.57 444786.7 Diverge - Uncontrolled 1077 570402.35 374135.32 Diverge - Uncontrolled 1078 570283.26 374177.85 Two-way yield 1079 570569.64 374875.38 Diverge - Uncontrolled 1081 570331.46 375561.56 Two-way stop 1082 570291.76 375575.74 Diverge - Uncontrolled 1084 571235.98 375127.74 Diverge - Uncontrolled 1085 571346.56 375167.43 Two-way stop 1089 573880.76 404125.04 Diverge - Uncontrolled 1090 574363.15 404106.08 Diverge - Uncontrolled 1100 572911.5 385054.32 Diverge - Uncontrolled 1101 573168.46 385834.08 Signalized - Flashing 1102 573168.46 386015.72 Two-way yield 1103 573022.26 387380.3 Two-way yield 1104 573336.82 385816.35 Diverge - Uncontrolled 1105 572766.56 392149.67 Diverge - Uncontrolled 1106 572330.61 390494.46 Diverge - Uncontrolled 1107 572369.6 390267.62 Diverge - Uncontrolled 1108 572227.82 390310.15 Two-way stop 1109 572879.98 389395.71 Diverge - Uncontrolled 1110 572301.88 390250.64 Two-way yield 1111 572128.58 390150.66 Diverge - Uncontrolled 1112 586799.12 449340.3 Diverge - Uncontrolled 1114 586873.68 449291.09 Diverge - Uncontrolled 1116 587283.29 448442.13 Signalized - Flashing 1117 587041.54 448669.31 Diverge - Uncontrolled 1118 587728.91 448185.82 Diverge - Uncontrolled 1119 587120.18 448372.23 Two-way yield Page 15 of 16 Appendix C - Page 62 of 63

Appendix C Oyster Creek NGS Node Data Table Node # X-Coord Y-Coord Control Type 1128 502796.07 378133.43 Two-way stop 1130 558042.91 458742.09 Two-way stop 1131 558572.54 432075.93 Two-way stop 1132 575950.07 358095.62 Signalized - Flashing 1135 569919.25 441617.24 Two-way stop 1137 591601.62 446405.09 Diverge - Uncontrolled 1138 590932.63 446496.11 Diverge - Uncontrolled 1139 590527.6 446732.75 Signalized - Flashing 1146 565863.66 350171.23 Diverge - Uncontrolled 1147 566326.15 349962.43 Diverge - Uncontrolled 1148 566291.57 350104.02 Two-way yield 1149 565938.79 350183.6 Diverge - Uncontrolled 1153 560755.51 336611.74 Signalized - Flashing Note: Coordinatesin NAD83 State Plane New Jersey Nodes which reflect changes in roadway properties (numberof lanes, speed limit, capacity, etc.) at points along the link are omitted from this list.

Page 16 of 16 Appendix C - Page 63 of 63

0 ARCADIS Appendix D Bus Routes from Public Information Brochure

Evacuation Bus Routes Evacuation Bus Routes Evacuation Bus Routes Evacuation Bus Routes Keep listening to your radio foT the latest information and instructions Remain calm Do not rush

V2 ARCADIS Appendix E 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

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-V ->60 VISUM 11.52 PTV AG locSpeed Maps.ver lerstellt am: 27.07.2012 Appendix E - Page 1 of 10

Evacuation Hour 2 Avg Speed (mph)

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-> 60 VISUM 11.52 PTV AG IOcSpeed Maps.ver Ierstellt am: 27.07.2012 Appendix E - Page 2 of 10

Evacuation Hour 3 Avg Speed (mph)

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->60 VISUM 11.52 PTV AG locSpeed Maps.ver lerstellt am: 27.07.2012 Appendix E - Page 3 of 10

Evacuation Hour 4 Avg Speed (mph)

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->60 VISUM 11.52 PTV AG IOCSpeed Maps.ver lerstellt am: 27.07.2012 Appendix E - Page 4 of 10

Evacuation Hour 5 Avg Speed (mph)

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Evacuation Hour 6 Avg Speed (mph)

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->60 VISUM 11.52 PTV AG Ioc_Speed Maps.ver lerstellt am: 27.07.2012 Appendix E - Page 6 of 10

Evacuation Hour 7 Avg Speed (mph)

Links

<= 0

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->60 VISUM 11.52 PTV AG IocSpeed Maps.ver jerstellt am: 27.07.2012 Appendix E - Page 7 of 10

Evacuation Hour 8 Avg Speed (mph)

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->60 VISUM 11.52 PTV AG lOcSpeed Maps.ver lerstellt am: 27.07.2012 Appendix E - Page 8 of 10

Evacuation Hour 9 Avg Speed (mph)

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Evacuation Hour 10 Avg Speed (mph)

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> 60 VISUM 11.52 PTV AG 10C Speed Maps.ver jerstellt am: 27.07.2012 Appendix E - Page 10 of 10