ML13254A113

Attachment 1 - Updated Evacuation Time Estimates for Braidwood Station Plume Exposure Pathway and ETE Review Criteria Checklist

ML13254A113
Person / Time
Site:	Braidwood
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: ML13254A113 (164)

Text

ATTACHMENT 1 Updated Evacuation Time Estimates for Braidwood Station Plume Exposure Pathway and ETE Review Criteria Checklist

Braidwood Station ETE Review Criteria Checklist

Table B-I ETE Review Criteria Checklist Braidwood Criterion Addressed in Comments ETE Analysis Comments (Yes/No) 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 1-2 and 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 Section 4.3 and Appendix C provided.

b. Sources of demographic data for schools, special facilities, yes Sect2.1 Sect2.2, Sect3.3, andSect3.4 1P large employers, and special events should be identified. y

c. Discussion should be presented on use of traffic control plans in the analysis. yes Sect 2.1 and Sect 4.3

d. Traffic simulation models used for the analyses should be yes Sect 5.5.2 identified by name and version.

e. Methods used to address data uncertainties should be described, yes Sect 3 (avoid double counts), App B (confidence level) 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 1.4, Sect 2.1, Sect 3, and Sect 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 2.4, Table 6-1, Table 6-2 (no "Special Event")

should be provided for use of other scenarios.

Criterion Addressed in Comments ETE Analysis (Yes/No) 1.3.1 Staged Evacuation

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

a. A map of the EPZ with emergency response planning areas yes Figure 1.1 and Figure 4-1 (ERPAs) should be included.

b. A table should be provided identifying the ERPAs considered for each ETE calculation by downwind direction yes Table 5-1 and Table 6-2 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 6-3 provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

2.0 Demand Estimation

a. Demand estimation should be developed for the four population groups, including permanent residents of the yes Table 3-1 thru 3-4 03 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 and Sect 3

b. Population values should be adjusted as necessary for growth to reflect population estimates to the year of the ETE. yes 2010 Census released in Oct 2011 and is most recent

c. A sector diagram should be included, similar to Figure 2-1, "Population by Sector," of NUREG/CR-7002, showing the yes 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 (1.83 person per vehicle)

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 Table A-2 and A-3 facilities should be listed. The source of information used to develop attendance values should be provided.

b. The average population during the season should be used, yes Sect 3.3

Criterion Addressed in Comments ETE Analysis Comments (YeslNo) itemized and totaled for each scenario.

c. The percent of permanent residents assumed to be at Yes Sect 3.3, Table A-1 and A-2 facilities should be estimated.

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

Numbers may vary by scenario, and if so, discussion on why yes Sect 2.1, Sect 3.3, Tables A-i, A-2, A-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 Distribution by ERPA by scenario in 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, Sect 3.6, Table 3-5 should be quantified.

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

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 2.1 and 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-6 Special facility staff should be included in the total special

Criterion Addressed in Comments ETE Analysis Comments (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-6

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

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

medical support or security support for prisons, jails, and yes Sect 3.4.1, Sect 5.4.3 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 &Table A-4 the evacuation, should be provided. The source of this information should be provided.

b. Transportation resources for elementary and middle schools yes Sect 3.4.2, Table A-4 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 3.4 Plans assume all students by bus for the values used should be provided..

d. The need for return trips should be identified ifnecessary. yes Sect 3.6 and Sect 6.7 (no return trips) 2.5.1 Special Events

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

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

c. The percent of permanent residents attending the event N/A Sect 2.4.4 should be estimated. N/ASect_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 and Sect 3.1.1 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 Comments ETE Analysis (YesINo)

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

2.5.3 Background and Pass Through Traffic

a. The volume of background traffic and pass-through traffic should be based on the average daytime traffic. Values may yes Sect 2.1 and Sect 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 and Sect 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; vehicle demand for shadow permanent residents, transients, transit dependent population is discussed in Section 3.1.1 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 T

tn discussed. iysSc 3.1 Roadway Characteristics

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

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

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

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

e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be yes Map in 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 es Sect 4.3 and Appendix C transportation network should be described in detail and Ty

Criterion Addressed in Comments ETE Analysis (Yes/No) identifies factors that are expressly used in the modeling.

b. The capacity analysis identifies where field information should be used in the ETE calculation. yes Sect 4.3 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 (Node Data Table) unsignalized, signalized, or manned by response personnel.

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

c. Discussion should be provided on how time signal cycle is used in the calculations. yes Sect 4.3 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

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 Part of Protective Action Decision process streets and driveways, when applicable.

4.0 Development of Evacuation Times 4.1 Trip Generation Time

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

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

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

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

4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their y homes but are not assumed to be at home at all times. Trip yes Sect 5.4.1

Criterion Addressed in Comments ETE Analysis (Yes/No) 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. yes _Sect_5

d. Effect of public transportation resources used during special events where a large number of transients are expected N/A should be considered.

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

4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes are used in the ETE analysis. If new plans are developed with the ETE, they yes Sect 5.3 and Sect 6.7 T

-1j 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 and Sect 6.7

c. The number, location and availability of buses, and other resources needed to support the demand estimation are yes Table 3-5 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; means of travel to pick up points not pickup point, and describes the expected means of travel to addressed. Transportation Assistance phone numbers the pickup point, provided for the public.

f. The number of bus stops and time needed to load yes Sect 6.7 passengers should be discussed.

g. A map of bus routes should be included. N/A Existing plans do not include bus routes.

h. The trip generation time for non-ambulatory persons includes the time to mobilize ambulances or special yes Sect 5.3 and Section 6.7 vehicles, time to drive to the home of residents, loading time,

Criterion Addressed in Comments ETE Analysis (Yes/No) and time to drive out of the EPZ should be provided.

i. Information should be provided to support analysis of return yes Sect 6.7 trips, ifnecessary.

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 6.7 and Table A-6 should be discussed.

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

e. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 3.6 and Sect 6.7 (return trips not required) trips are needed.

f. If return trips are needed, the destination of vehicles should N/A Return trips are not anticipated.

be provided.

g. Discussion should be provided on whether special facility w

02 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 yeS ct67 time elements for the return trips, yes Sect 6.7.

4.1.4 Schools

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

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

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

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional yes Sect 3.6 and Sect 6.7 (return trips not required) trips are needed.

e. If return trips are needed, the destination of school buses N/A Section 6.7 should be provided. N/ASection__.7

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

Criterion Addressed in Comments ETE Analysis (Yes/No) to their final destination.

g. Supporting information should be provided to quantify the N/A Section 6.7 Return trips are not anticipated.

time elements for the return trips.

4.2 ETE Modeling

a. General information about the model should be provided yes Sect 5.5 and demonstrates its use in ETE studies. yesSect_5.5

b. If a traffic simulation model is not used to conduct the ETE calculation, sufficient detail should be provided to validate N/A Traffic simulation model 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 Sect 5.5 set of model inputs should be provided. yes

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

4.2.2 Traffic Simulation Model Output

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

b. The m inim um following model outputs should be provided to y sS c ,T b e7 1 p e d xC a d A p n i supportyes Sect 6, Table 7-1, Appendix C and Appendix D

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

Criterion Addressed in Comments ETE Analysis (Yes/No) if they occur.

4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and 100% of the total permanent resident and transient yes Table 6-1 and Table 6-2 population.

b. The ETE for 100% of the general public should include all members of the general public. Any reductions or truncated yes Table 6-1 and Table 6-2 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 Table 6-3 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, Table 6-5 and Table 6-6 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

,P plan that affect the ETE should be provided.

C 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.

5.3 State and Local Review

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

b. Information should be provided on any unresolved issues y that may affect the ETE. yes No unresolved issues.

5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to yes 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 Receiving communities are shown in Figure 4-1 should be provided.

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

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-"return ~times fot bui sBBS :f Ilt Is*asprovided shouldbe ,__l,_,-. h

sta,.ed sumei.thatipasflsergs

' "- . "Abuses to theconr .Iomcentwr. apd are taken by separate yes Sect 3.1.2 ea:te:care. center. ____

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Braidwood Station Evacuation Time Estimates

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

Exelon Generation I Warrenville, Illinois Prepared by:

ARCADIS U.S., Inc.

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

B0033739.0001 Date:

I August 2013

ARCADIS Executive Summary Executive Summary This report documents the Evacuation Time Estimate (ETE) study prepared by ARCADIS for the Braidwood Generating Station (BGS) in Will County, Illinois, about 1.5 miles south of the city of Braidwood. The study reflects the current definition of the Emergency Planning Zone, which is the region within a nominal 10-mile distance of BGS. The most recent previous study of evacuation time estimates for Braidwood Station was performed in 2003.

The present study was performed using population data from the 2010 census.

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

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

The EPZ for BGS includes parts of three counties in Illinois (Will, Kankakee and Grundy).

The resident population of the Braidwood EPZ is estimated at 39,719 permanent residents.

Based on housing data from the 2010 U.S. Census, there are 891 seasonal housing units in the EPZ, with an estimated 5,346 seasonal (summer) residents. The 2010 U.S. Census data at block level was used to determine population in each EPZ Sub-Area.

The transient population, which includes larger workplaces, recreational facilities, and motels, was estimated at 4,718 persons for a winter weekday and 20,785 persons for a summer weekend. The special facilities population, including nursing homes and hospitals, was estimated at 215 persons for weekday scenarios. The estimated population of schools and day care centers for a winter weekday is 7,895, 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 E-1

ARCADIS Executive Summary occupancy factor estimated from survey responses is 1.83 persons per vehicle, which represents 1.42 vehicles per household. For the 2003 study, vehicle occupancy was 2.68 persons per vehicle (one vehicle 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 55 students. For nursing homes, vehicle occupancy is 20 persons per bus or van for residents, and two persons per ambulance for bedridden non-ambulatory patients. For nights and weekends, all facility staff would accompany patients; during weekdays, one vehicle per person was assigned for additional staff. Total vehicle demand for all population categories ranges from 22,477 (winter weeknight) to 34,961 (summer weekend).

Vehicle demand was also assigned to account for the potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population within this region is 47,844. It was assumed that 20% of the population in this region would evacuate. The occupancy factor for EPZ residents (1.83 persons per vehicle) was applied to estimate vehicle demand for this population. Shadow evacuees residing outside the EPZ add vehicle demand of 5,229 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).

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

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

Predicted ETEs for the general population in the Braidwood EPZ are summarized by scenario and distance in Table E-1 (times for 90% and 100% of vehicles to depart, for 2-mile zones, all zones to 5 miles, and all zones to 10 miles). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios.

E-2

ARCADIS Executive Summary The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90% ETEs for the 2-mile zone range from 2:35 to 3:10, and 100% ETEs are 3:55 to 4:50. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For all zones out to 5 miles, the 90% ETEs are 3:05 to 4:05, and the 100% ETEs are 4:15 to 6:25. For the full EPZ, the 90% ETEs are 3:25 to 4:30, while the 100% ETEs are 5:10 to 6:45.

All of these times are indicative of moderate delays related to traffic congestion. The differences in vehicle demand between scenarios are up to 50% of total demand, and the predicted ETEs vary by up to 40%. Adverse weather adds up to 15 minutes for the summer weekday ETEs, and up to 40 minutes for the winter weekday ETEs.

Table E-1: Evacuation Time Estimate Summary for Braidwood Station EPZ Summer Winter Weekend Weekend Midweek Daytime Daymend Evening Midweek Daytime Daytime Evening MiwekDatie Daytime Daytime_

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

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal Evacuation 90% Evacuation Time Area 2-mile Zone 2:40 2:50 2:35 2:35 2:50 3:10 2:40 2:40 5-mile Zone 3:35 3:45 3:05 3:05 3:30 4:05 3:05 3:05 10-mile EPZ 4:20 4:25 3:35 3:35 3:50 4:30 3:25 3:35 100% Evacuation Time 2-mile Zone 4:15 4:25 3:55 3:55 4:20 4:50 3:55 4:00 5-mile Zone 6:10 6:25 4:15 4:15 5:05 5:45 4:45 4:40 10-mile EPZ 6:30 6:45 5:10 5:20 5:50 6:30 15:30 5:25 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 1-4

2. Methodology and Assumptions 2-1 2.1 Sources of Data and General Assumptions 2-1 2.2 Interaction with Agencies 2-4 2.3 Summary of Methodology for Traffic Simulation 2-4 2.4 Conditions Modeled 2-5 2.4.1 Week Day 2-5 2.4.2 Week Night 2-6 2.4.3 Weekend 2-6 2.4.4 Special Event Consideration 2-7 2.4.5 Sensitivity to Population Growth and Roadway Impact 2-7

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

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

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 Keyhole Evacuation Scenarios 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 Transport Dependent, Special Facilities and Schools 6-4

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

8. References 8-1 ii

ARCADIS Table of Contents Tables Table E-1: Evacuation Time Estimate Summary for Braidwood Station EPZ 3 Table 1-1: Permanent Resident Population in the Braidwood Station EPZ 1-7 Table 1-2: Designated Reception Centers for Evacuation 1-8 Table 1-3: ETE Comparison 1-9 Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 3-7 Table 3-2: Transient Population and Vehicle Demand within the Braidwood Station EPZ 3-8 Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Braidwood Station EPZ 3-9 Table 3-4: Summary of Population and Vehicle Demand in the Braidwood Station EPZ 3-10 Table 3-5: Summary of Transportation Resources 3-11 Table 4-1: Braidwood Station EPZ Primary Evacuation Routes Out of EPZ 4-3 Table 5-1: Potential Evacuation Areas for Braidwood Station EPZ 5-2 Table 6-1: Evacuation Time Estimate Summary for Braidwood Station EPZ 6-6 Table 6-2: Evacuation Time Estimates for Partial EPZ Scenarios (unstaged) 6-7 Table 6-3: Evacuation Time Estimates for Partial EPZ Scenarios (staged) 6-10 Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-16 Table 6-5: ETE for Special Facilities, Braidwood Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-17 Table 6-6: ETE for Schools and Daycares in Braidwood Station EPZ (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-18 Table 7-1: Predicted Queuing at Major Intersections (Full 10-mile EPZ, Winter Weekday, Normal Weather) 7-2 iii

ARCADIS Table of Contents Figures Figure 1-1.Braidwood Generating Station EPZ Area 1-5 Figure 1-2. Resident Population by Sector within 15 Miles of Braidwood Generating Station 1-6 Figure 4-1.Designated Evacuation Routes for Braidwood Generating Station EPZ 4-4 Figure 5-1.Departure Time Distributions for the Braidwood Station 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, Braidwood EPZ 6-11 Figure 6-2. Braidwood Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-12 Figure 6-3. Braidwood Predicted Traffic Volume by Link with 1-55 NB Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13 Figure 6-4. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14 Figure 6-5. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 26,324) 6-15 Appendices A Transient and Special Facility Population Data B Telephone Survey of EPZ Residents C Roadway Network Map and Data Table D Maps of Average Speed by Hour on Braidwood Road Network (Winter Day, Normal Weather, Full EPZ) iv

f2-ARCADIS Table of Contents List of Acronyms and Abbreviations ADT Average daily traffic BAO ESRI Business Analyst Online BGS Braidwood Generating Station 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 IEMA Illinois Emergency Management Agency IPRA Illinois Parks and Recreation Association LOS Level-of-service NRC Nuclear Regulatory Commission PAR Protective Action Recommendation TAR Tone alert radios WC wheelchair V

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates

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

Estimates of the time required to evacuate from areas around nuclear power plant sites are required for all operating plants in the United States. Federal guidance has been prepared to outline the format and content of these evacuation time estimates (NUREG-0654, Rev. 1 (Nuclear Regulatory Commission (NRC), 1980), NUREG/CR-4831 (NRC, 1992) and NUREG/CR-7002 (NRC, 2011)).

Evacuation time estimate (ETE) studies were last updated for the Braidwood Generating Station (BGS) 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 for BGS increased by 3,186 between 2000 and 2010, which represents an 8.7% population increase.

(Population data are discussed further below in section 1.4.)

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

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

0 Public notification; 1-1

Exelon Generation C ARCADIS Braidwood Station Evacuation Time Estimates

" Preparation and mobilization; and

" Actual movement out of the EPZ (i.e., on-road travel time, including delays associated with vehicle queuing).

1.2 Site Location and Emergency Planning Zone (EPZ)

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

BGS is located in Reed Township, Will County, IL, about 1.5 miles south of Braidwood, IL and 20 miles south-southwest of Joliet, IL. The plant location is shown in Figure 1-1.

The EPZ is the geographic area surrounding a nuclear power plant within which the NRC requires advance planning for evacuation or other short-term protective actions in the event of a radiological emergency. The Braidwood Station EPZ consists of the area within an approximate 10-mile radius of BGS. The EPZ includes part of three counties (Will, Grundy and Kankakee). The Braidwood Station EPZ is subdivided into a total of 16 Sub-Areas, or Emergency Response Protection Areas (ERPAs). These ERPAs are the basic units for which protective action recommendations are issued. Sub-Area boundaries often follow geographic (township) boundaries, and reflect distance and direction from BGS. 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. The western side of the EPZ, accounting for almost half of the total EPZ area is in Grundy County. The northeastern quadrant of the EPZ is in Will County. ERPAs 6 and 9, on the southeast side of the EPZ, are in Kankakee County.

A listing of the 2010 permanent resident population by ERPA within the Braidwood Station EPZ is shown in Figure 1-1. Table 1-1 compares the EPZ population from the 2010 and the 2000 census. The EPZ population of 39,719 residents is spread among a number of villages and small cities (Wilmington, Braidwood, Braceville, Diamond, Coal City, Carbon Hill). ERPA 1, which includes the city of Braidwood, has the largest population (6,948). Four ERPAs each contain more than 10% of the resident population, and ERPA 13 contains 9%. Four ERPAs are very rural, with fewer than 750 residents each.

1-2

Exelon Generation V2 ARCADIS Braidwood Station Evacuation Time Estimates NRC guidance also requires consideration of potential "shadow evacuation" of the population residing immediately outside the EPZ, to a distance of 15 miles. The permanent resident population in the region surrounding the EPZ within 15 miles of BGS is 47,847. Most of this population resides in Grundy County to the north of the EPZ, in Morris, Channahon and Minooka. Shadow evacuees residing outside the EPZ add vehicle demand of 5,229 vehicles. A map showing the population by distance and direction sector within 15 miles of Braidwood 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.

Figure 1-1 is more accurate for the EPZ population.)

The population residing in the EPZ grew by 3,186 between 2000 and 2010, an increase of 8.7%. ERPA 10 gained 1,572 residents, an increase of 32%. ERPAs 6 and 11 also grew by more than 30%, and ERPA 1 grew by 15%. The rest of the ERPAs experienced smaller gains or losses.

Interstate 55 crosses the EPZ in a north-south direction, while the Illinois River forms the northwest boundary of the EPZ. Dresden Generating Station, another nuclear plant, is 11 miles north-northwest of BGS, and is located inside the Braidwood EPZ 1.3 Designated Reception Centers The Braidwood Station emergency response evacuation plan directs residents of communities 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 I reception centers, and families are instructed to meet up with the students at those locations.

The designated receiving communities for ERPAs within the Braidwood Station EPZ are Joliet, Kankakee, and Pontiac, IL. The preferred reception community for each ERPA is listed in Table 1-2. (Some ERPAs may evacuate differently, depending upon the prevailing wind direction.) The roadway network used to develop evacuation time estimates includes the major roadways recommended to the public as evacuation routes from individual communities to designated reception centers. The roadway network is designed to utilize all available major roadways, with traffic flow directed radially outward from BGS toward the EPZ boundaries. The roadway network is described in detail in Section 4.

1-3

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates 1.4 Overview of Changes from Previous ETE Study The changes in residential population within the EPZ are summarized in Table 1-1. The revised NRC guidance and newly acquired data led to a number of other changes in the ETE methodology and assumptions. Table 1-3 provides a summary comparing the main features and assumptions of the current study to the 2003 ETE study. The telephone survey of EPZ residents provides a new basis for estimating vehicle occupancy and departure times, while new NRC guidance has specified different assumptions regarding background and "shadow" traffic. The ETE methodology and assumptions for the current study are discussed in greater detail in following sections of the report.

The revised vehicle occupancy for residents (1.83 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 5,229 vehicles in the area immediately outside the EPZ. The potential impacts of shadow evacuation will be greatest for travel to the Joliet reception center. Each of these issues is discussed in more detail in following sections of the report.

1-4

Iql (NC~

FW2 w MIUIflg"f (387)

ERPA 2010 Populatml 1 6_948 b4"e&Y (2241)

• 2 . 387 3 724 4 1L674 1,

Afazon 5 5 8G6

(.1487) 6 . 1,045 I,7 7 4_427 8 2,423 I 319 9 _-__ 1 10 ... .. . 6,467 11 330 12 1487

--13 -- 37732 14 997 15 1586 16 376 TOTAL: 39,719 0 2 4

_ M__ bs (ExW X Braidwood Plant 10 Miles from Plant ARCADIS EXELON GENERAT17ON Township Boundary BRAIDWOOD GENERATINO Sub-Area Boundary STATO7NPOPULATION DISTRIBUTION - SUB.AREAS Ir==,PZ Boundary

NIM 4,412 5"- 6O o' zs 7,. " 21ow I lPI-F 22,O25 2 -

EPZ 1 704 NA EPZ 2 3,866 ______ NA EPZ3 3,770 NA EPZ 4 4,384 NA EPZ 5 5,698 NA

-~~~ r-~ o -1.4-22:2 E031, 47' 16rr s3undao1-5I rP 66,f NA EPZ7 5,682 NA EPZ 8 2,527 NA

____ 7,11 EPZ 9 1,296 NA EPZ 10 1,181 OUT 10 127 EPZ 11 2,039 OUT 11 1,965 EPZ 12 1,324 OUT 12 3,804 EPZ462 UT 13 9,666 EPZ 14 2371OUT 14 16,178 110T .... ..  : -I.*lTj__ * -4 EPZ 15 35 OUT 15 16,137 f---73 Sector~rectio EPZ 15- 3 EPZ TOTAL_ 39,689 EPZ-15 TOTAL' 47,8771 TOTAL POPULATION: 87,566 NOTE:

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

2,3 4 1

2 so 170 49.

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

2. 45 2o41 ' 1 Opn S-0. Map5 ... 00 S-oag. - O O 48*8 Se00tie1 ACC-  : M012,.0 A,100 070 IM *0. ,0r 8881* w,8 r 8 od* ft8 - fth0 PDF ARCADIS sector -ireo -__ 3- ,o.

I *:d-** I POPULA&

IIEPZ ON DSTRIBUTION

&SECTORS 154WLE

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates Table 1-1: Permanent Resident Population in the Braidwood Station EPZ 200a 2010' change 0 to 2 miles 1 Braidwood, Reed Twp. (Will County) 6,051 6,948 14.8 10 Coal City (part), Braceville Twp (Grundy) 4,895 6,467 32.1 2 to 5 miles 2 Wilmington Twp (part) (Will) 450 387 -14.0 3 Custer Twp (part) (Will) 775 724 -6.6 6 Essex Twp (part) (Kankakee) 795 1,045 31.4 Coal City (part), Carbon Hill, Diamond, Felix Twp (Grundy) 4,009 4,427 10.4 11 Maine Township (Grundy) 242 330 36.4 14 South Wilmington, Greenfield Twp (Grundy) 940 997 6.1 5 to 10 miles 4 Goose Lake Township (Grundy) 1,784 1,674 -6.2 5 Wilmington, Wilmington Twp (Will) 5,600 5,806 3.7 8 Wauponsee Township (Grundy) 2,491 2,423 -2.7 9 Reddick, Union Hill, Essex Twp (part), Salina Twp (part), Norton Twp (part) (Kankakee) 1,400 1,310 -6.4 12 Mazon Township (Grundy) 1,377 1,487 8.0 13 Lakewood Shores, Custer Twp (part),

Florence Twp (part), Wesley Twp (part), (Will) 3,789 3,732 -1.5 15 Gardner, Garfield Twp (Grundy) 1,543 1,586 2.8 16 Goodfarm Township (Grundy) 392 376 -4.1 Braidwood Station EPZ Total 36,533 39,719 8.7 Sources: a) 2000 census data from 2003 ETE study report b) 2010 census data (block level) 1-7

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates Table 1-2: Designated Reception Centers for Evacuation ERPAs Hot Comunilty 1 (0 - 2 mi) Joliet 10 (0 - 2 mi) Pontiac 2 (2 - 5 mi) Joliet 3 (2 - 5 mi) Kankakee; Joliet 6 (2 - 5 mi) Pontiac. Kankakee 7 (2 - 5 mi) Pontiac 11 (2 - 5 mi) Pontiac 14 (2 - 5 mi) Pontiac 4 (5- 10 mi) Pontiac 5 (5- 10 mi) Joliet, Kankakee 8 (5- 10 mi) Pontiac 9 (5 - 10 mi) Kankakee, Pontiac 12 (5 - 10 mi) Pontiac 13 (5- 10 mi) Joliet, Kankakee 15 (5- 10 mi) Pontiac 16 (5- 10 mi) Pontiac 1-8

Exelon Generation 0 ARCADIS Braidwood Station Evacuation Time Estimates Table 1-3: ETE Comparison ETE Element 2003 ETE Current Study Permanent Residents

- Total population - 36,533 - 39,719

- Vehicle occupancy - 2.68 (one vehicle per - 1.83 (persons per vehicle) household)

Transit dependent Evacuation of transit dependent

- Population estimate population was not addressed in - 600 persons (40 non-ambulatory)

- Number of vehicles 2003 study - 21 buses

- Number of ambulances - 10 wheelchair bus or van and wheelchair buses - 5 ambulance Transient facilities (winter day/summer day) (winter day/summer weekend)

- Estimated population - 7,275/34,511* - 4,718/20,785

- Vehicle demand - 4,449/15,017* - 3,419/11,438

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

- Estimated population - 371 - 215

- Number bus/van - 19 bus/van - 6 bus/van

- Ambulance, other - 22 ambulance - 7 ambulances Schools plus Daycare (winter weekday) (winter weekday)

- Population - 7,740 (staff included) - 7,895 (staff included)

- Number of buses - 128 bus/20 van - 131 bus/20 van Background traffic None Average traffic by time of day Shadow evacuation None 20% of resident population outside (assumed basis) designated zones Special Event(s) None None Scenarios - Winter day, winter night - Weekday (winter, summer)

- Summer day, summer night - Weeknight (winter, summer)

- Both normal and adverse - Weekend (winter, summer) weather for all four cases - Adverse weather weekday only

- Staged evacuation (weekday)

Adverse Weather Snow for winter, rain for summer Snow for winter, rain for summer Evacuation Model name NetVac2 PTV Vision VISUM 11.5, VISSIM 5.3 and version Departure times - Residential based on literature - Warning based on literature

- Transient based on literature - Residential based on survey

- Specials based on notification at - Transient based on survey alert - Specials notified with public Evacuation times Estimates provided for primarily Estimates provided for 90 and 100%

for 100%

• 2003 estimates for transient included population and vehicles outside of EPZ in Kankakee River State Park 1-9

Exelon Generation V ARCADIS Braidwood Station Evacuation Time Estimates

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

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

Census Bureau data.

" Population estimates for seasonal residents were developed from 2010 United States Census Bureau data on housing units. Census data identify the number of seasonal housing units (vacant housing units for "seasonal or occasional use") at different geographic levels (e.g., by township, census tract, block group, block). A conservative estimate of seasonal population was developed by assigning six (6) persons per seasonal housing unit.

" Population estimates for major employers were developed from ESRI list and the facility list from the 2003 study report. ARCADIS conducted internet searches and telephone surveys to estimate facility employment and staffing levels for different scenarios. Only facilities with potential staffing level of at least 50 persons per work shift were pursued.

" Information relating to hotels, motels and recreational facilities was obtained from tourism websites, 2011 AAA TourBook listings, and the 2003 study report. For parks, visitation information was obtained from state park agencies.

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

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

• The staffing levels at BGS and Dresden Generating Station reflect estimated peak personnel onsite during outage conditions. These data were provided by Exelon Generation.

2-1

Exelon Generation V2 ARCADIS Braidwood Station Evacuation Time Estimates

• Initial estimates of roadway characteristics were obtained from the NAVTEQ database. Roadway geometric and operational data were compiled based on field surveys performed by ARCADIS in 2011.

• Average traffic volumes by time of day for weekday and weekend for designated evacuation routes were obtained from state and county transportation agencies.

These data were used to assign background traffic volumes for the roadway network. It was assumed that access control would be established within 2 hours2.314815e-5 days <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 departure times for residents are longer than the times assumed in the previous study.

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

" The evacuation time estimates represent the time required to evacuate the Braidwood Station 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 analysis area.

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

• It is assumed that existing lane utilization will prevail during the course of the evacuation. Traffic control signals will be over-ridden or converted to flashing mode as necessary to give preference to flow on all major outbound roadways. It 2-2

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates is also assumed that State and municipal personnel will restrict unauthorized access into the EPZ, consistent with existing traffic management plans.

The evacuation analysis cases are described in Section 2.3 and represent a range of conditions, per guidance presented in CR-7002. These cases have been chosen to provide information for an appropriate range of conditions (i.e., low, typical and high population; fair and adverse weather) to guide the protective action decision-making process. Potential "special events" such as holiday parades and sporting events occurring within the EPZ were considered, based on input from state and county agencies. None of these events was judged to represent a major departure from the peak traffic assumptions reflected in the "standard" scenarios, so a Special Event scenario was not included in this study.

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

- Permanent residents - 1.83 persons per vehicle, based on telephone survey results

- Major places of employment - 1 vehicle per employee.

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

- Recreational areas - 1 vehicle (3 persons) per campsite; 1.5 persons per vehicle at visitor centers and museums.

- Schools - 55 students and 3 staff per bus; one vehicle per additional staff person.

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

The transport-dependent population will be evacuated by bus, wheelchair (WC) bus or van and ambulance through efforts coordinated by state and municipal emergency preparedness officials. Assumed capacities are 27 people per bus for ambulatory residents, 3 non-ambulatory per WC bus or van, and 2 per ambulance.

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

2-3

Exelon Generation V2 ARCADIS Braidwood Station Evacuation Time Estimates 2.2 Interaction with Agencies Emergency management agencies responsible for planning and implementing the emergency response procedures during a radiological emergency were consulted during the development of this ETE study. The Illinois Emergency Management Agency (IEMA) and emergency agencies for Grundy, Will, and Kankakee Counties were contacted to obtain information regarding special and transient facilities in the EPZ, transportation resources available to evacuate special facilities, and the transport dependent general public. Those agencies were also consulted to identify any major events that take place within the EPZ that should be considered for a Special Event scenario. The Illinois Parks and Recreation Association (IPRA) list of special and transient facilities for all six Exelon nuclear stations in Illinois was provided to ARCADIS by Exelon. IEMA and county agencies reviewed the draft report and the facility databases used in this study.

Representative background traffic volumes for the EPZ roadway network were obtained from state and county transportation agencies.

2.3 Summary of Methodology for Traffic Simulation The evacuation time estimates developed for the Braidwood Station EPZ are based upon a time distribution of evacuation events as opposed to a summation of sequential events. This methodology assumes that the various time components in an evacuation (i.e., the time associated with preparation, mobilization, etc.) overlap and occur within certain time ranges. The time distribution approach is based upon assumptions consistent with the NRC guidance of CR-7002.

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

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 2-4

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates 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;

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

" Schools and daycares are at current enrollment;

• Hospitals and nursing homes are at current enrollment or typical occupancy;

" Motel facilities are occupied at peak (winter or summer) levels; and 2-5

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates

• 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;

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

• Day schools and daycares are closed;

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

• Motel facilities are occupied at (winter or summer) weekday levels; and

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

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

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

" Major work places are at typical weekend levels;

• Day schools and daycares are closed;

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

" Motel facilities are occupied at weekend (winter or summer) levels; and 2-6

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates

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

2.4.4 Special Event Consideration County agencies and IEMA were asked to identify events such as a county fair or Fourth of July observance that would bring a large number of visitors into the EPZ. No events were identified that are large enough to pose a significant challenge for an emergency evacuation, so a Special Event scenario was not developed for the Braidwood EPZ. (The same decision was made for the 2003 update study.)

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

For the roadway impact scenario, a major evacuation route is removed or reduced in capacity. Specifically, one of the 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). A more detailed description of the sensitivity analysis is provided in Section 6.5.

2-7

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates

3. Population and Vehicle Demand Estimation The development of vehicle demand estimates for the Braidwood Station 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 Braidwood Station 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 39,719 persons reside permanently within the Braidwood Station EPZ.

Table 3-1 presents the resident population and vehicle demand by Sub-Area. The EPZ Sub-Areas are defined based on distance and direction from BGS, and generally follow geographic (township) boundaries. ERPA 1 (Reed Township) contains BGS and the village of Braidwood. This ERPA extends 2 miles east of BGS and 3 miles north and south. ERPA 10 (Braceville Township) extends 4 miles to the west, and 3 miles north and south of BGS, and includes the southern part of Coal City 3-1

Exelon Generation C ARCADIS Braidwood Station Evacuation Time Estimates In the 2 to 5-mile distance range, ERPA 7 (which includes northern Coal City) has the largest population. Beyond 5 miles, ERPA 5 and ERPA 13 (which both include part of Wilmington) have the largest population.

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 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 results to reflect the age distribution of the EPZ, the estimated occupancy factor is 1.83 persons per vehicle, which corresponds to 1.42 vehicles per household. Total vehicle demand for EPZ residents for all scenarios is 21,704. "Shadow evacuation" of 20% of the population residing outside the EPZ within 15 miles of BGS adds vehicle demand of another 5,229 vehicles.

For the 2003 ETE study, evacuation times were determined for vehicle demand assumption of one vehicle per household, or 2.68 persons per vehicle, for permanent residents.

3.1.2 Transport-Dependent Permanent Population Emergency response plans specify that the transport-dependent population will receive transportation assistance. Provisions for evacuating transit-dependent members of the general population in Illinois do not rely on published pickup points and bus routes.

County emergency response planners maintain lists of residences (self-identified) requiring transportation assistance. For ETE analysis, the estimated size of the transit-dependent population in each EPZ was based on NRC guidance and results of the telephone survey. That population size is much higher than the number who have self-identified in advance. Based on telephone survey results, about 2.4% of households had either no vehicle or no licensed driver. NRC guidance (CR-7002) indicates that roughly half of households without vehicles available would evacuate with neighbors, friends or relatives, which would leave about 1.2% needing assistance from the counties. NRC guidance also indicates that between 1.5 and 5% of residents may require transportation. The ETE analysis reflects 600 transport-dependent residents, based on the 1.5% NRC value, which is higher than the 1.2% adjusted value from the telephone survey. Approximately 40 of these individuals will require a WC van or 3-2

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates ambulance to evacuate, based on data provided by the county agencies. Estimated vehicle needs for transport-dependent residents are based on 27 persons per bus, 3 non-ambulatory residents per WC bus or van, and 2 per ambulance.

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

3.2 Seasonal Residents The seasonal population category addresses those who reside in the EPZ on a temporary basis, particularly during the summer period. The 2010 U.S. Census of Population and Housing reports the number of vacant households classified as "for seasonal or occasional use". Census data identified almost 900 such housing units in the Braidwood Station EPZ, including 480 in ERPA 1.

3.3 Transient Population The transient population segment includes persons in the work force, hotels/motels, and recreational areas. Regional maps and mapping software were used to determine facility locations and assign entry nodes. Significant employers within the EPZ were identified using ESRI Business Analyst Online (BAO). BAO is a web-based analytical and mapping tool that facilitates location-specific queries about business and demographic data. Data available on BAO includes information on business location and number of employees. ESRI extracts business data from a comprehensive list of businesses (over 12 million U.S. businesses) licensed from Infogroup. ARCADIS used BAO to search for all employers with 50 or more employees located within an 11-mile radius of BGS. 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. 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 and the IPRA Special Facilities list provided by IEMA.

Telephone calls were made to selected large employers to verify employment numbers and to estimate staffing levels during weekday, weeknight and weekend periods. The 3-3

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates results from those calls confirmed that BAO listings provided accurate locations and current, reliable employment numbers for most establishments. Workforce numbers for BGS and Dresden Generating Station were provided by Exelon Generation and reflect the peak work force during outage conditions.

Numbers of units and campsites for motels and recreational areas were obtained from the TripAdvisor website, the 2011 AAA TourBook for Illinois, 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, itwas assumed that there would be 1.0 vehicle (1.5 or 2 persons) per hotel/motel unit, and 1.0 vehicle (3 to 4 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, an occupancy factor of 1.5 persons per vehicle was assumed. Campgrounds were assumed to be fully occupied during summer. Motels were assumed to be fully occupied for all scenarios. For Kankakee River State Park, visitation numbers were estimated for the western (Will County) section of the park; most facilities are located outside the EPZ inthe eastern (Kankakee County) part of that park.

Vehicle demand for selected recreation facilities was reduced in consideration of double-counting. These facilities include recreation clubs and other facilities that would be used predominantly by those residing within 10 to 20 miles. An adjustment factor of 0.75 was applied, assuming that (a) roughly half of visitors to those facilities reside in the EPZ, and (b)roughly half of EPZ residents would return home before evacuating.

Table 3-2 presents a summary of the transient population by Sub-Area for each scenario. The transient population and associated vehicle demand are greatest for summer weekday and summer weekend scenarios. Recreation facilities are located in ERPA 1, in ERPA 5 and 13, along the Kankakee River, and along the Illinois River (ERPA 4 and 8). For all scenarios, ERPA 1 has the highest population and vehicle demand from transient facilities, reflecting a combination of employers and recreation facilities. 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. A breakdown of population by distance and 3-4

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates 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. Most school facilities are located in ERPAs with cities (1, 5 and 10). The special facilities population is summarized by ERPA in Table 3-3; data by facility is provided in Appendix A.

3.4.1 Medical, Nursing Care and Correctional Facilities The EPZ has one assisted living facility. Health care facilities are concentrated in larger cities north of the EPZ. Vehicle occupancy for nursing home patients is two non-ambulatory patients and one staff per ambulance, 20 residents or patients plus 3 staff per vehicle (bus or van) for ambulatory patients, plus one vehicle per staff person who does not evacuate with patients.

3.4.2 Schools and Day Care One parochial school, 20 public schools and six pre-school/daycare facilities have been identified within the Braidwood Station EPZ, with a total population of 7,895 students and staff. None of the identified schools is residential, so students are only present on weekdays during the school year. Vehicle occupancy for public schools is based on 58 persons (55 students, 3 staff) per bus, plus one vehicle per additional school staff. Student population for public schools was determined from state-published enrollment information.

Six licensed child care (large daycare) facilities were identified in the EPZ, with an estimated daytime population of 394. Facilities were identified from internet listing of licensed childcare establishments. The population estimates represent the licensed capacity of each facility. Smaller home-based daycare facilities (capacity 10 or less) were not tabulated; those facilities contribute little vehicle demand beyond that assigned to EPZ residents.

3-5

Exelon Generation CA ARCADIS Braidwood Station Evacuation Time Estimates 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.

Vehicle demand is highest for the summer weekend scenario. Vehicle demand for the highest (summer weekend) scenario is 55% higher than the lowest (winter weeknight) scenario. ERPA 1, which includes BGS and the city of Braidwood, has the largest population and vehicle demand for all scenarios. The vehicle demand listed in Tables 3-2, 3-3 and 3-4 reflects the data used as input for the ETE traffic simulations.

3.6 Transportation Resources The estimated inventory of transportation resources available to support evacuation of special facilities and residents for the Braidwood EPZ was determined from information provided by county agencies, plus data developed by surveying school systems, transportation companies and EMS providers in the surrounding region. Identified transportation resources are summarized and compared to estimated vehicle demand in Table 3-5. 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. The largest supply of available transportation resources comes from the Joliet metropolitan area, located about 10 miles north-northeast of the EPZ.

3-6

Exelon Generation ARCADIS Braidwood Station Evacuation Time Estimates Table 3-1: Resident Population and Vehicle Demand by EPZ Subarea 1 0-2 mi 6,948 3,797 2880 4,757 10 0-2 mi 6,467 3,534 42 3,548 2 2-5 mi 387 211 30 221 3 2-5 mi 724 396 72 420 6 2-5 mi 1,045 571 42 585 7 2-5 mi 4,427 2,419 216 2,491 11 2-5 mi 330 180 12 184 14 2-5 mi 997 545 24 553 4 5- 10 mi 1,674 915 558 1,101 5 5- lOmi 5,806 3,173 744 3,421 8 5- lOmi 2,423 1,324 36 1,336 9 5- 10 mi 1,310 716 474 874 12 5- 10 mi 1,487 813 48 829 13 5- 10 mi 3,732 2,039 144 2,087 15 5- 10 mi 1,586 867 18 873 16 5- 10 mi 376 205 6 207 EPZ total 39,719 21,704 5,346 23,486 3-7

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates Table 3-2: Transient Population and Vehicle Demand within the Braidwood Station EPZ Population Vehicles Sub-Area ___Winter Summer - Winter____ Summer Day Nicht Weekend Day Niaht Weekend Day Niaht Weekend Day Night Weekend 1 1,487 272 795 5,862 1,472 6,500 1,031 241 465 3,021 641 3,120 2 420 292 475 2,456 1,303 2,950 194 117 227 1,079 454 1,347 3 7 0 10 1,050 0 1,500 5 0 7 700 0 1,000 4 799 170 70 1,686 770 1,080 644 170 63 1,036 370 537 5 655 55 355 1,128 121 1,003 570 49 237 864 71 647 6 70 0 100 1,750 0 2,500 47 0 67 1,167 0 1,667 7 165 25 50 815 325 850 148 25 25 423 125 375 8 0 0 0 0 0 0 0 0 0 0 0 0 9 55 10 0 55 10 0 55 10 0 55 10 0 10 70 0 100 1,750 0 2,500 47 0 67 1,167 0 1,667 11 0 0 0 0 0 0 0 0 0 0 0 0 12 105 30 0 105 30 0 105 30 0 105 30 0 13 768 150 1,075 1,036 327 1,232 462 50 617 581 109 712 14 18 0 25 535 255 655 12 0 17 272 85 352 15 100 45 15 100 45 15 100 45 15 100 45 15 16 0 0 0 0 0 0 0 0 0 0 0 0 EPZ total 4,718 1,049 3,070 18,327 4,658 20,785 3,419 737 1,806 10,569 1,940 11,438 3-8

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates Table 3-3: Population and Vehicle Demand for Schools and Special Facilities in the Braidwood Station EPZ PODU. .ton Vehicles Sub-Area - ite Summer Winter Summe Day Night Weekend Day Night Weekend Day Nlaht Weekend. Day Night Weekend 1 1,794 0 0 120 0 0 221 0 0 12 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 5 1,804 170 170 279 170 170 276 36 36 89 36 36 6 0 0 0 0 0 0 0 0 0 0 0 0 7 368 0 0 0 0 0 46 0 0 0 0 0 8 45 0 0 36 0 0 4 0 0 4 0 0 9 144 0 0 0 0 0 28 0 0 0 0 0 10 2,372 0 0 120 0 0 295 0 0 16 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 12 379 0 0 0 0 0 48 0 0 0 0 0 13 613 0 0 0 0 0 78 0 0 0 0 0 14 100 0 0 0 0 0 13 0 0 0 0 0 15 491 0 0 0 0 0 63 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 EPZ total 8,110 170 170 555 170 170 1,072 36 36 121 36 36 3-9

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates Table 3-4: Summary of Population and Vehicle Demand in the Braidwood Station EPZ PoDulation Vehicles Sub-Area Winter Summer Winter Summer Day Night Weekend Day Night Weekend Day Night Weekend Day Night Weekend 1 10,229 7,220 7,743 15,810 11,300 16,328 5,049 4,038 4,262 7,790 5,398 7,877 2 807 679 862 2,873 1,720 3,367 406 328 439 1,301 675 1,568 3 731 724 734 1,846 796 2,296 400 396 402 1,120 420 1,420 4 2,473 1,844 1,744 3,918 3,002 3,312 1,559 1,085 978 2,136 1,471 1,637 5 8,265 6,031 6,331 7,957 6,841 7,723 4,019 3,258 3,446 4,374 3,528 4,104 6 1,115 1,045 1,145 2,837 1,087 3,587 618 571 638 1,752 585 2,252 7 4,960 4,452 4,477 5,458 4,968 5,493 2,613 2,444 2,444 2,914 2,616 2,866 8 2,468 2,423 2,423 2,495 2,459 2,459 1,328 1,324 1,324 1,340 1,336 1,336 9 1,489 1,320 1,310 1,819 1,794 1,784 779 726 716 909 884 874 10 8,909 6,467 6,567 8,379 6,509 9,009 3,876 3,534 3,601 4,731 3,548 5,215 11 330 330 330 342 342 342 180 180 180 184 184 184 12 1,971 1,517 1,487 1,640 1,565 1,535 966 843 813 934 859 829 13 5,113 3,882 4,807 4,912 4,203 5,108 2,579 2,089 2,656 2,669 2,196 2,800 14 1,115 997 1,022 1,556 1,276 1,676 569 545 561 824 638 904 15 2,177 1,631 1,601 1,704 1,649 1,619 1,030 912 882 973 918 888 16 376 376 376 382 382 382 205 205 205 207 207 207 EPZ total 52,547 40,938 42,959 63,948 49,893 66,020 26,195 22,477 23,547 34,176 25,462 34,961 Population numbers reflect some double-counting between categories (residents, workforce, schools, etc.).

3-10

0 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates Table 3-5: Summary of Transportation Resources County Bus Van WC Bus/Van Ambulance~

Will 250 30 23 18 Grundy 80 8 6 2 Kankakee 189 26 23 LaSalle 31 3 2 4 Kendall 85 9 5 2 Total Available 635 50 62 49 Identified Vehicle Need Schools and Day Care 131 20 0 0 Special Facilities 6 0 0 7 Transport-Dependent Public 21 0 10 5 Total Identified Need 158 20 10 12 3-11

V2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates

4. Evacuation Roadway Network 4.1 Network Definition In order to estimate evacuation times for the Braidwood Station 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 Braidwood Station 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. Descriptions of the primary evacuation routes for different geographic areas within the EPZ are outlined in Table 4-1.

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

ARCADIS used NAVTEQTM roadway data with detailed information, including local streets, to build the evacuation roadway network for the study. NAVTEQ data was imported into geographic information system (GIS) software (ESRI 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 4-1

Va ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates highlight evacuation routes in GIS. ARCADIS has developed an integrated GIS-Global Positioning System (GPS) tool that allows field personnel to record observations in an efficient and effective manner. The evacuation network, including traffic controls, was verified to a 15-mile radius from the plant, and along designated routes to the receptions centers. Once the NAVTEQ data was verified through the field survey, the evacuation roadway network was transferred to the traffic simulation software VISUM for modeling different evacuation scenarios.

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

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

Background and pass-through traffic in the EPZ could account for significant number of vehicles and could influence evacuation depending on the direction of travel. As recommended in CR-7002, average daily traffic (ADT) volumes, representative of typical background levels, were obtained from state and county transportation agencies. During the simulations, background traffic will be included during the initial 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 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 Braidwood Station Evacuation Time Estimates Table 4-1: Braidwood Station EPZ Primary Evacuation Routes Out of EPZ 1 (0 - 2 mi) 1-55 North or IL 53 North to Joliet.

10 (0 - 2 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

2 (2 - 5 mi) 1-55 North or IL 53 North to Joliet.

IL 113 East to Kankakee; 3 (2 - 5 mi) IL 53 North to Joliet.

IL 17 East or IL 113 East to Kankakee; 6 (2 -5 mi) IL 17 West to 1-55 South to Pontiac.

7 (2 - 5 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

11 (2 - 5 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

14 (2 - 5 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

4 (5 - 10 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

1-55 North or IL 53 North to Joliet; 5(5- mi) IL 113 East or IL 102 East to Kankakee.

8 (5- 10 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

IL 17 East or IL 113 East to Kankakee; 9 (5- 10 mi) IL 17 West to 1-55 South to Pontiac.

12 (5 - 10 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

1-55 North or IL 53 North to Joliet; 13(5-0mi) IL113 East or IL 102 East to Kankakee.

15 (5 - 10 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

16 (5 - 10 mi) 1-55 South or IL 47 South to 1-55 South to Pontiac.

4-3

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V2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates

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

" Winter Weekday, Fair Weather and Adverse Weather Conditions

" Winter Weeknight, Fair Weather Conditions

• Winter Weekend, Fair Weather Conditions

• Summer Weekday, Fair Weather and Adverse Weather Conditions

• Summer Weeknight, Fair Weather Conditions

• Summer Weekend, Fair Weather Conditions Areas for evacuation are selected based on the "keyhole" configuration (0-2 mile zone plus 2-5 mile or 0-5 mile plus 5-10 mile downwind zone). The partial-EPZ evacuation areas for BGS are reproduced in Table 5-1, based on the Protective Action Recommendation (PAR) chart. Separate simulations may not be necessary for each of the areas listed in Table 5-1. ETE estimates will generally be controlled by whether one or two critical Sub-Areas (e.g., ERPA 7) are included. Enough cases will be run to ensure that representative ETE estimates are obtained for all potential scenarios.

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

5-1

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates Table 5-1: Potential Evacuation Areas for Braidwood Station EPZ W~ind Direction (fo)EPZ Sub-Areas 2 mile radius & 5 miles downwind WD 024 to 043 deg 1,10,14 WD 044 to 059 deg 1,10,11,14 WD 060 to 112 deg 1,10,11 WD 113 to 136 deg 1,7,10,11 WD 137 to 153 deg 1,7,10 WD 154 to 179 deg 1,2,7,10 WD 180 to 204 deg 1,2,10 WD 205 to 236 deg 1,2,3,10 WD 237 to 289 deg 1,3,10 WD 290 to 329 deg 1,3,6,10 WD 330 to 354 deg 1,6,10 WD 355 to 023 deg 1,6,10,14 WD 024 to 043 deg 1,10,14 5 mile radius & 10 miles downwind WD 014 to 027 1,2,3,6,7, 10, 11, 14, 15 WD 028 to 056 1, 2,3,6,7, 10, 11, 14, 15, 16 WD 057 to 073 1,2, 3, 6, 7, 10, 11, 12, 14, 15, 16 WD 074 to 083 1,2,3,6,7,10,11,12,14,16 WD 084 to 093 1,2,3,6,7,10,11,12,14 WD 094 to 104 1,2, 3, 6, 7, 8, 10, 11, 12, 14 WD 105 to 121 1,2,3,4,6,7,8,10,11,12,14 WD 122 to 149 1,2,3,4,6,7,8,10,11,14 WD 150 to 163 1,2,3,4,6,7,10,11,14 WD 164 to 181 1,2,3,4,5,6,7,10,11,14 WD 182 to 210 1,2,3,5,6,7,10,11,14 WD 211 to 242 1,2, 3, 5, 6, 7, 10, 11, 13, 14 WD 243 to 274 1,2, 3, 6, 7, 10, 11, 13, 14 WD 275 to 307 1,2, 3, 6, 7, 9, 10, 11, 13, 14 WD 308 to 013 1 ,2,3,6,7,9,10,11,14 Entire EPZ All 5-2

C2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates 5.2 Initial Notification The EPZ surrounding BGS has an outdoor siren notification system consistent with the requirements of NUREG-0654, Rev. 1/FEMA-REP-1 Appendix 3. This system will be used by state and local officials to alert the population to turn on their radios and television sets. Pursuant to NUREG 0654, Rev. 1 guidance, notification messages will commence on the designated television and Emergency Alert System (EAS) radio stations concurrent with sounding of the sirens. Within 15 minutes of alert notification, essentially all of the population within the EPZ will begin to receive an informational or instructional message. If evacuation is deemed necessary, the timing of the order to evacuate and notification measures will be controlled by the state and local emergency preparedness officials. Those officials may choose to alert and mobilize an emergency response work force to control and expedite evacuation prior to the evacuation order.

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

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

5.4 Evacuation Preparation Times and Departure Distributions It is assumed that no vehicles will begin to evacuate during the 15-minute initial notification period. Accordingly, in the model simulations, vehicles will begin to evacuate at 15 minutes following the initial notification. After the initial 15-minute time period, vehicles are loaded at a linear rate over each 5-minute time interval, in accordance with the network loading distributions for each population type. For example, if 2% of 2500 vehicles (50 vehicles) are to be loaded at a specific location over a 5-minute period, PTV Vision will load 10 vehicles per minute at that location during the specified interval. Network loading distribution assumptions for the permanent population, transient population, and special facilities are based on the anticipated response of different population sectors to an evacuation order.

Mobilization times for residents and workers reflect the data acquired by the telephone survey of EPZ residents, and are consistent with published data from actual historical 5-3

C2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates events (ORNL, 1990). Loading distributions are explained below, and summarized in Figure 5-1.

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

Based upon these factors, it was assumed that there would be a period of up to 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> over which the permanent residents would begin to evacuate. That is, permanent resident households would begin to evacuate between 15 and 180 minutes after the decision to notify the population to evacuate is made. Based on estimated warning diffusion and survey results from EPZ residents, during a weekday, 50% would depart within 75 minutes, 90% within 110 minutes, and 99% within 180 minutes. At night, with most household members at home, 50% would depart within 60 minutes, 90% within 95 minutes, and 99% within 165 minutes. These time profiles are generally consistent with observed behavior during evacuations for chemical releases.

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

5-4

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates 5.4.3 Special Facilities It was assumed that special facilities (i.e., schools, nursing homes) within the EPZ would also receive initial notification promptly. Based 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, the schools will be evacuated via bus to the designated reception center using the same evacuation routes as the public. For school facilities, it was assumed that up to 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> may be required to assemble buses, transport vehicles to schools and to load students onto buses. Vehicles stationed at the facilities at the time of the ordered evacuation could I be loaded in as little as 15 minutes following notification. Accordingly, 50% of school buses depart onto the evacuation network during the period between 15 and 75 I minutes, 90% by 135 minutes, and 99% by 180 minutes. The school profile was also applied for daycare facilities.

Evacuation of nursing home facilities would also require additional time associated with preparation and transport of vehicles to the respective facilities. Nursing home facilities will evacuate directly to designated host facilities. Based upon previous studies, it was assumed that these facilities would begin to evacuate between 30 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 50% will depart within 90 minutes, 90% within 150 minutes, and 99% within 165 minutes.

Figure 5-1. Departure Time Distributions for the Braidwood Station EPZ Departure times - Braidwood EPZ

-o 1 1D t

C 0.8

-resident day C

0, 0.6

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-,-schools 4.. -schools E 0.2 E0.2 ,,,,,-special

-special U ---- transit depend 0

0 50 100 150 200 time (minutes) 5-5

V2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates 5.5 Evacuation Simulation Traffic simulation provides the ability to analyze evacuation of an area in great detail. In most traffic simulation models, there are two main inputs: supply (roadway) network data and demand (population and vehicular) data. Traffic models use different types of algorithms to predict traffic flow and provide measures of effectiveness (MOEs) such as average travel times, total number of vehicles exiting the system, and queue lengths at various times and points.

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

The PTV Vision traffic simulation software package includes VISSIM (microscopic traffic simulation) and VISUM (macroscopic traffic simulation). VISUM is a comprehensive, flexible software system for transportation planning, travel demand modeling, and network data management. VISSIM is capable of performing detailed microscopic simulation of traffic, public transport, and pedestrian simulations, and can model any type of traffic control and geometric configuration. Both VISUM and VISSIM are capable of performing multi-modal analysis including car, commercial vehicle, bus, train, motorcycles, bicycles, and pedestrians. The two programs work together seamlessly, saving valuable time and resources.

"Verified Evacuation -Travel Times Network SQueue Lengths

• O-D Malrices -Botdenecks

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

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates VISUM was used to develop the evacuation network and population entry nodes (centroids). One of the key features of VISUM is its ability to interact seamlessly with GIS-data such as ESRI ArcGIS database. The field verified evacuation network data and demand data developed in ArcGIS were imported directly into VISUM. Origin-Destination trip tables were developed for the evacuation and imported into VISUM.

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

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

5.5.2 Simulation Process The ETE results include the time to evacuate 90% and 100% of the total permanent and transient population. Based on the current guidance, ETEs for special facilities, schools, and the transit dependent population are developed separately; only the time to evacuate 100% of these population groups was needed.

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

The simulation process can be summarized as follows:

VISUM

1. Create every scenario based on

a. Background traffic

b. Time of day 5-7

V2 ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates

c. Day of week

d. Weather condition

e. Season

f. Wind Direction

g. Shadow traffic

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

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

4. Export to VISSIM.

VISSIM

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

2. Check for any local calibration parameters.

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

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

5. Prepare ETE times MOEs

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

a. This applies to evacuation of the PUBLIC only

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

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

5-8

Exelon Generation Braidwood Station ARCADIS 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 and distance in Table 6-1 (times for 90% and 100% of vehicles to depart, for 2-mile zones, all zones to 5 miles, and all zones to 10 miles). The pattern of evacuation times is consistent with the differences in vehicle demand and travel time for different scenarios. The 2-mile zone involves the shortest travel distance and the fewest vehicles; 90% ETEs for the 2-mile zone range from 2:35 to 3:10, and 100% ETEs are 3:55 to 4:50. The times are longest for summer weekday and winter weekday scenarios with adverse weather.

For the 2-mile plus all 5-mile zones, the 90% ETEs are 3:05 to 4:05, and the 100%

ETEs are 4:15 to 6:25. For the full EPZ, the 90% ETEs are 3:25 to 4:30, while the 100% ETEs are 5:10 to 6:45.

These times are indicative of moderate delays related to traffic congestion. The differences in vehicle demand between scenarios are up to 50% of total demand, and the predicted ETEs vary by up to 40%. Adverse weather adds up to 30 minutes to the ETEs for the 2-mile zone, and up to 40 minutes to ETEs for the 5-mile zone and the full EPZ.

6.2 Comparison with Previous Study The 90% ETEs for the current study are longer than the 100% ETEs from the 2003 study. Vehicle demand for the full EPZ for the current study (34,189 for Summer Weekday) is 16% higher than vehicle demand from 2003 (29,426 for summer day).

The new 90% ETE (with normal weather) is 4:20, compared to the 100% ETE of 3:30 in 2003. The current ETEs also reflect the addition of background traffic and longer departure times (based on the survey of residents), particularly for the last 5 to 10% of the population.

6.3 Keyhole Evacuation Scenarios ETEs for scenarios that reflect the current range of Protective Action Recommendation (PAR) scenarios to evacuate the near-field population and selected downwind zones are summarized in Table 6-2. All of the 5-mile zone and 10-mile downwind PAR scenarios have very similar ETEs. These results reflect the strong influence of the 6-1

Exelon Generation Braidwood Station

• ARCADIS Evacuation Time Estimates relatively large population in ERPA 1, a 2-mile zone that is common to all PAR scenarios.

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 (2:50) was determined, a revised set of departure curves was developed for the outer (Stage 2) zones. The Stage 2 departure curves for Braidwood 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.

Results for staged evacuation scenarios are summarized in Table 6-3. The 90 %

ETEs for the staged scenarios are consistently longer by 25 to 35 minutes than the corresponding "unstaged" ETEs. The 100% ETEs generally increased by 45 to 50 minutes. The modeled results indicate that staged evacuation for Braidwood would result in little or no benefit, in terms of the time required to evacuate the 2-mile zone, and significant penalty, in terms of increased ETEs for the zones which would initially be ordered to shelter.

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

A sensitivity analysis was performed by determining the 90% ETEs for increases of 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 20% increase in residential 6-2

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates population above the 2010 census values, the 90% ETE for the full EPZ increased to 4:41, an increase of 21 minutes. Since the EPZ residential population for Braidwood changed by less than 9% between 2000 and 2010, it appears unlikely that an increase of 20% will occur before 2020.

The 100% ETEs increased more rapidly than the 90% ETEs, consistent with the I general pattern of all ETE results. With a 20% increase in population, the 100% ETE for the full EPZ increased by 27 minutes, from 6:30 to 6:57. NRC guidance (CR-7002) indicates that emergency planning decisions should be based on the 90% ETEs. The recommended "update threshold" for the Braidwood EPZ, based on population growth, is therefore 20%.

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 Braidwood, the five highest-volume roadways for this scenario are listed below:

• 1-55 northbound - 8,629 vehicles

• 1-55 southbound - 8,371 vehicles

• SR 53 northbound -4,492 vehicles

• SR 113 eastbound / Coal City - 3,176 vehicles 0 SR 113 southeast - 2,541 vehicles Since the highest volume roadway was a multi-lane highway (1-55 northbound), the roadway impact tested was a closure of one lane of the highway. The lane closure did not cause significant re-routing of evacuees compared to the summer day scenario with no lane closure. The impact location is shown in Figure 6-3.

With the lane closure in place, the ETEs increased from 4:20 (90%) and 6:30 (100%)

to 4:27 (90%) and 6:30 (100%). Note that the increased ETEs are due to the bottleneck queue generated by the lane closure rather than evacuees taking alternate 6-3

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates routes to avoid the queue. The traffic flow by link for the roadway impact scenario is also shown in Figure 6-3.

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 6-4 provides a summary of simulation parameters for Winter Day Normal Weather scenario for the full EPZ. Figure 6-4 illustrates the number of vehicles on the network over the course of the simulation, while Figure 6-5 compares the rate of vehicles loading onto the network to the frequency of departures.

The parameters in Table 6-4 include an average travel speed for evacuating vehicles of 22.6 miles per hour, which indicates that traffic is encountering significant congestion during much of the simulation. The average travel time of 5.4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> reflects travel to the designated reception centers, rather than the travel time to exit the EPZ.

6.7 ETE for Transport Dependent, Special Facilities and Schools The ETE for transit dependent members of the general public is estimated based on the assumption of a single set of bus runs from more densely populated areas (Wilmington, Coal City and Braidwood). The evacuation plans do not include pre-defined bus routes. Specific routes will be assigned during an evacuation using designated pickup points, based on lists of identified needs, plus requests for assistance when an event occurs.) The runs would begin 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> after the evacuation notice, allowing time for evacuees to prepare and to travel to designated pickup points.

The time sequence would then proceed in the following steps:

" Pick up evacuees: up to 70 minutes, including 30 minutes for the bus to traverse up to ten pickup points (10 miles at 20 mph), plus 40 minutes to load passengers (4 minutes per stop).

" Exit from EPZ: up to 12 minutes travel time for the bus to exit the EPZ. (6 miles at 30 mph)

• Total estimated evacuation time: up to 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 22 minutes Wheelchair-access buses and vans (3 pickups) and ambulances (2 pickups) will be dispatched to evacuate non-ambulatory residents. For a WC bus or van with 3 6-4

Exelon Generation Braidwood Station C2 ARCADIS Evacuation Time Estimates pickups, mobilization time is 120 minutes, loading times would total 30 minutes, travel time between stops up to 30 minutes, and travel out of the EPZ another 12 minutes.

The total estimated time to evacuate for a WC bus is up to 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br /> 12 minutes. With fewer pickups but longer loading times, ambulances would depart in a similar time interval.

Estimated evacuation times for special facilities, schools and daycares located in the EPZ are summarized in Tables 6-5 and 6-6. 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. The simplified stepwise methodology used to determine these estimates provides a range of typical evacuation times by facility, rather than an upper bound 90% or 100% value. Some school buses mobilize within 60 to 90 minutes, when a school has adequate local resources. Most schools will require 90 to 120 minutes to contact drivers, provide them with instructions and deploy them to assigned schools. The smaller daycare facilities can often evacuate in staff vehicles or with local van service. At the assisted living facility, each vehicle will require about 15 minutes to load, with two vehicles loading simultaneously. For travel time, average speeds were estimated for the anticipated evacuation route, based on the traffic simulation for the Winter Day scenario. The facility-specific times are shorter than the Winter Day ETEs for the general population.

6-5

Exelon Generation Braidwood Station 0 ARCADIS Evacuation Time Estimates Table 6-1: Evacuation Time Estimate Summary for Braidwood Station EPZ Summer Winter Midweek Daytime Weekend Evening Midweek Daytime Weekend Evening Daytime Daytime Affected ERPAs Scenario: (1) (2) (3) (4) (5) (6) (7) (8)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of Affected Areas 1,10 2-mile Zone 2:40 2:50 2:35 2:35 2:50 3:10 2:40 2:40 1,2,3,6,7,10,11,14 5-mile Zone 3:35 3:45 3:05 3:05 3:30 4:05 3:05 3:05 ALL 10-mile EPZ 4:20 4:25 3:35 3:35 3:50 4:30 3:25 3:35 100% Evacuation of Affected Areas 1,10 2-mile Zone 4:15 4:25 3:55 3:55 4:20 4:50 3:55 4:00 1,2,3,6,7,10,11,14 5-mile Zone 6:10 6:25 4:15 4:15 5:05 5:45 4:45 4:40 ALL 10-mile EPZ 6:30 6:45 5:10 5:20 5:50 6:30 5:30 5:25 6-6

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Table 6-2: Evacuation Time Estimates for Partial EPZ Scenarios (unstaged)

(a) 2-mile zone plus 5-mile downwind (90% ETE)

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

ERPAs Weather: Normal Adverse Normal Normal Normal [Adverse Normal Normal 90% Evacuation of 2 mile zone and 5 miles downwind 1,6,10,14 N,NNE 3:30 3:40 3:05 3:05 3:45 4:20 3:25 3:25 1,10,11,14 NE,ENE 3:25 3:35 3:00 3:00 3:45 4:20 3:25 3:25 1,10,11 E 3:30 3:40 3:05 3:05 3:45 4:20 3:25 3:25 1,7,10,11 ESE, SE 3:35 3:45 3:10 3:10 3:45 4:20 3:25 3:25 1,2,7,10 SSE, S 3:20 3:30 2:55 2:55 3:30 4:05 3:10 3:10 1,2,3,10 SSWSW 3:25 3:35 3:00 3:00 3:40 4:15 3:20 3:20 1,3,10 WSW, W 3:40 3:50 3:15 3:15 3:25 4:00 3:05 3:05 1,3,6,10 WNW-NNW 3:25 3:35 3:00 3:00 3:45 4:20 3:25 3:25 100% Evacuation of 2 mile zone and 5 miles downwind 1,6,10,14 N,NNE 5:30 5:45 4:15 4:20 4:55 5:35 4:35 4:30 1,10,11,14 NE,ENE 5:20 5:35 4:05 4:10 4:55 5:35 4:35 4:30 1,10,11 E 5:15 5:30 4:00 4:05 4:55 5:35 4:35 4:30 1,7,10,11 ESE, SE 5:20 5:35 4:05 4:10 4:55 5:35 4:35 4:30 1,2,7,10 SSE, S 4:30 4:45 3:15 3:20 4:30 5:10 4:10 4:05 1,2,3,10 SSWSW 5:05 5:20 3:50 3:55 4:50 5:30 4:30 4:25 1,3,10 WSW, W 5:50 6:05 4:10 4:15 4:15 4:55 3:55 3:50 1,3,6,10 WNW-NNW 5:30 5:45 4:10 4:15 5:05 5:45 4:45 4:40 6-7

Exelon Generation Braidwood Station 0 ARCADIS Evacuation Time Estimates (b) 5-mile zone plus 10-mile downwind (90% ETE)

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

Affected_______ Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 5 mile zone and 10 miles downwind 5-mi,9,15 N 4:00 4:10 3:35 3:35 4:00 4:35 3:40 3:40 5-mi,9,15,16 NNE 4:05 4:15 3:40 3:40 4:00 4:35 3:40 3:40 5-mi,12,15,16 NE,ENE 4:10 4:20 3:45 3:45 4:00 4:35 3:40 3:40 5-mi,4,8,12,15,16 E 4:20 4:30 3:55 3:55 4:05 4:40 3:45 3:45 5-mi,4,8,12 ESE,SE 4:10 4:20 3:45 3:45 4:05 4:40 3:45 3:45 5-mi,4,8 SSE 4:15 4:25 3:50 3:50 4:00 4:35 3:40 3:40 5-mi,4 S 4:25 4:35 4:00 4:00 4:00 4:35 3:40 3:40 5-mi,13 SSW-WSW 4:05 4:15 3:40 3:40 3:50 4:25 3:30 3:30 5-mi,9,13 W-NW 4:00 4:10 3:35 3:35 3:50 4:25 3:30 -3:30 5-mi,9 NNW 4:05 4:15 3:40 3:40 3:50 4:25 3:30 3:30 6-8

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates (c) 5-mile zone plus 10-mile downwind (100% ETE)

• Summer Winter Midweek Daytime Weekend Evening Mitdw~ee Daytime Weekend Evening 10%EacainDaytime Daytime______

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

Affected ERPAs Scenario: (1)

Weather: Normal Adverse Normal Normal Normal Adverse Normal Normal 100% Evacuation of 5 mile zone and 10 miles downwind 5-mi,9,15 N 6:30 6:45 5:10 5:20 5:05 5:45 4:45 4:40 5-mi,9,15,16 NNE 6:25 6:40 5:10 5:15 5:05 5:45 4:45 4:40 5-mi,12,15,16 NE,ENE 6:25 6:40 5:10 5:15 5:05 5:45 4:45 4:40 5-mi,4,8,12,15,16 E 5:55 6:10 4:40 4:45 5:05 5:45 4:45 4:40 5-mi,4,8,12 ESE,SE 6:15 6:30 5:00 5:05 5:15 5:55 4:55 4:50 5-mi,4,8 SSE 6:20 6:35 5:05 5:10 5:20 6:00 5:00 4:55 5-mi,4 S 6:20 6:35 5:05 5:10 5:15 5:55 4:55 4:50 5-mi,13 SSW-WSW 5:55 6:10 4:40 4:45 5:50 6:30 5:30 5:25 5-mi,9,13 W-NW 6:25 6:40 5:10 5:15 5:50 6:30 5:30 5:25 5-mi,9 NNW 6:30 6:45 5:10 5:20 5:50 6:30 5:30 5:25 6-9

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Table 6-3: Evacuation Time Estimates for Partial EPZ Scenarios (staged)

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

ERPAs Weather: Normal jAdverse Normal Normal Normal Adverse Normal Normal 90% Evacuation of 2 mile zone and 5 miles downwind 1,6,10,14 N,NNE 4:05 4:15 3:40 3:40 4:10 4:45 3:50 3:50 1,10,11,14 NE,ENE 4:00 4:10 3:35 3:35 4:10 4:45 3:50 3:50 1,10,11 E 4:05 4:15 3:40 3:40 4:10 4:45 3:50 3:50 1,7,10,11 ESE, SE 4:10 4:20 3:45 3:45 4:10 4:45 3:50 3:50 1,2,7,10 SSE, S 3:55 4:05 3:30 3:30 3:55 4:30 3:35 3:35 1,2,3,10 SSWSW 4:00 4:10 3:35 3:35 4:05 4:40 3:45 3:45 1,3,10 WSW, W 4:15 4:25 3:50 3:50 3:50 4:25 3:30 3:30 1,3,6,10 WNW-NNW 4:00 4:10 3:35 3:35 4:10 4:45 3:50 3:50 100% Evacuation of 2 mile zone and 5 miles downwind 1,6,10,14 N,NNE 6:20 6:35 5:05 5:10 5:35 6:15 5:15 5:10 1,10,11,14 NE,ENE 6:10 6:25 4:55 5:00 5:35 6:15 5:15 5:10 1,10,11 E 6:05 6:20 4:50 4:55 5:35 6:15 5:15 5:10 1,7,10,11 ESE, SE 6:10 6:25 4:55 5:00 5:35 6:15 5:15 5:10 1,2,7,10 SSE, S 5:20 5:35 4:05 4:10 5:10 5:50 4:50 4:45 1,2,3,10 SSWSW 5:55 6:10 4:40 4:45 5:30 6:10 5:10 5:05 1,3,10 WSW, W 6:40 6:55 5:25 5:30 4:55 5:35 4:35 4:30 1,3,6,10 WNW-NNW 6:20 6:35 5:05 5:10 5:45 6:25 5:25 5:20 6-10

Exelon Generation Braidwood Station SARCADIS Evacuation Time Estimates Stage 2 departure times - Braidwood EPZ (Stage 1 ends at 3:00)

M 1 M

C U

0.8 0.6 IF"" -resident

-worker day resident night schools E 0.4 4-

,* 0, -special

- transit depend 0 50 100 150 200 250 300 time (minutes)

Figure 6-1. Departure Curves for Stage 2 Zones, Braidwood EPZ 6-11

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Braidwood -- Population Growth vs ETE (Full EPZ) 4:55 4:50 4:45 Y = 0.071x + 0.1811

,w, 4:40 _ _ 4:40

• RZ = 0.9749 4:35 *1 10mile C° 4:30 -Upper 4:25 4:20 1-Linear (10mile) 4:15 0% 5% 10% 15% 20%

Pop Increase %

Figure 6-2. Braidwood Sensitivity of ETE to Population Growth (Summer Weekday, Normal Weather, Full EPZ) 6-12

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Figure 6-3. Braidwood Predicted Traffic Volume by Link with 1-55 NB Link Removed (Summer Weekday, Normal Weather, Full EPZ) 6-13

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Evacuation Vehicles by Hour Crossing EPZ Boundary Fair Weather, Winter Day, Full EPZ Scenario 9000 8000 7000 0

-C 6000 0.

4-E 5000 Lii 4000 " 2-mile

_ 5-mile 0 3000 z

E 2000 1000 i " 10-mile 0 inJ 1 2 3 4 5 6 Simulation Hour 10-mile: 90% ETE = 3:50, 100% = 5:10 Figure 6-4. Time Distribution of Vehicles on the Network (Full 10-mile EPZ, Winter Weekday, Normal Weather) 6-14

Exelon Generation Braidwood Station ARCADIS Evacuation Time Estimates Mobilization and Cumulative EPZ Evacuation 100%

25 90%

80%

20 70%

&A 60%

15 50%

- Screenline 0 40%

10 -Mobilization 30%

5 20%

10%

0 0%

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

Figure 6-5. Comparison of Vehicle Mobilization and Departure Rates (total vehicles 26,324) 6-15

Exelon Generation Braidwood Station C2 ARCADIS Evacuation Time Estimates Table 6-4: Summary of Network Performance (Full 10-mile EPZ, Winter Weekday, Normal Weather)

Network Parameter All Vehicles BGIShadow Evacuion ..

Avg Delay (s) 5707 646 8688 Avg Stop Delay (s) 2194 241 3345 Avg # of Stops 1400 133 2146 Avg Speed (mph) 25.46 39.99 22.56 Avg Travel Time (hr) 3.85 1.57 5.40 Vehicle Hours Traveled 137511 22835 114676

1. of Completed Trips 35,735 14,502 21,233 6-16

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

Vehicles Loading Distance Outbound Travel Time Facility Population Mobilization Time to EPZ Travel to EPZ

1. Type Time (mrin) Boundary Speed Boundary m (mi) (mph) (min)

Embassy Care Center 215 7 Ambulance 90 to 120 15 to 30 3.5 37.2 6 111 to 156 6 Bus 90 to 120 15 to 30 3.5 37.2 6 111 to156 6-17

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

Vehicles Distance to Outbound Travel Time Mobilization Loading EPZ Travel to EPZ ETE Population Time Time Bua Speed Bo (mm)

Facility # Type (min) (min) Boundary Speed Boundary (min)

(mi) (mph) (min)

Reed Custer High School 667 11 Bus 90 to 120 45 8.5 47.9 11 146 to 176 Reed Custer Middle School 438 8 Bus 90 to 120 45 8.5 47.9 11 146 to 176 U Stevens Middle School 448 8 Bus 90 to 120 45 3 37.2 5 140 to 170 Wilmington High School 531 9 Bus 90 to 120 45 3.5 37.2 6 141 to 171 St Rose Parochial School 160 3 Bus 90 to 120 45 3 37.2 5 140 to 170 Coal City Elementary 368 6 Bus 90 to 120 45 10 49.8 12 147 to 177 Reddick Grade School 144 3 Bus 90 to 120 45 0.2 37.2 0 135 to 165 Braceville Elementary 198 4 Bus 90 to 120 45 14 50.3 17 152 to 182 Coal City High School 731 12 Bus 90 to 120 45 10 49.8 12 147 to 177 Coal City Intermediate 353 6 Bus 90 to 120 45 10 49.8 12 147 to 177 Coal City Middle School 547 9 Bus 90 to 120 45 10 49.8 12 147 to 177 MVK Elementary 212 4 Bus 90 to 120 45 8.5 48.6 10 145 to 175 MVK Middle School 167 3 Bus 90 to 120 45 8.5 48.6 10 145 to 175 Custer Park Elementary 331 6 Bus 90 to 120 45 7 49.4 9 144 to 174 S. Wilmington Grade School 100 2 Bus 60 to 90 30 12.5 56.4 13 103 to 133 Gardner Elementary 256 5 Bus 90 to 120 45 10 59.7 10 145 to 175 Gardner/S. Wilmington HS 235 4 Bus 90 to 120 45 10 59.7 10 145 to 175 Reed/Custer Intermediate 569 10 Bus 90 to 120 45 8.5 47.9 11 146 to 176 Wilmington Middle School 370 6 Bus 90 to 120 45 1 3.5 37.2 6 141 to 171 6-18

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

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

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

Bruning Elementary 282 5 Bus 90 to 120 45 4.5 37.2 7 142 to 172 Coal City Early Childhood Center 394 7 Bus 90 to 120 45 10 49.8 12 147 to 177 Godley Park District 120 6 Van 90 to 120 30 15 50.3 18 138 to 168 Kids Korner 29 2 Van 60 to 90 15 10 49.8 12 87 to 117 Step by Step Child Care #2 120 6 Van 90 to 120 30 8 49.8 10 130 to 160 Rainbow Preschool 45 2 Van 60 to 90 15 2 48.6 2 77 to 107 Grace Lutheran Church Preschool 36 2 Van 60 to 90 15 3.5 37.2 6 81 to 111 Discovery Schoolhouse 44 2 Van 60 to 90 15 3.5 37.2 6 81 to 111 6-19

ARCADIS Exelon Generation Braidwood Station Evacuation Time Estimates

7. Traffic Control and Evacuation Confirmation 7.1 General Evacuation simulation results have been reviewed to assess access control locations, traffic management locations and recommendations for the Braidwood Station EPZ.

Traffic control plans for each county were reviewed to confirm that traffic management will be implemented at key intersections on all designated evacuation routes.

Predicted queuing at high-volume intersections is summarized in Table 7-1. Only four of those intersections are located inside the EPZ. The average queue length at each of those intersections is less than 40 feet. Significant queue lengths are predicted only at locations where traffic is approaching a reception center.

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

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

7.3 Traffic Management Locations and Tactics to Facilitate Evacuation The traffic simulation results for Braidwood indicate that traffic flow will not encounter significant congestion inside the EPZ. The traffic flow maps provided in Appendix D and the data in Table 7-1 do not reveal any locations where additional traffic management would achieve significant reduction in ETEs.

7-1

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

Average Intersection Name Coun~ty or City Con~trol Type Qee Volumej (feet) 1-55 SB Exit Ramp to IL 17 Dwight Uncontrolled <20# 15396 1-55 SB Entrance Ramp from IL47 Dwight* Uncontrolled <20# 15396 1-55 SB Exit Ramp to W Prairie St Odell Uncontrolled 760.007 15194 1-55 SB Entrance Ramp from IL 53 Gardner* Uncontrolled 37.631 14008 1-55 NB Exit Ramp to Co Hwy 17 Elwood Uncontrolled 423.294 11900 1-55 NB Exit Ramp to US 6 (Channahon Rd) Channahon Uncontrolled <20# 11562 1-55 NB Exit Ramp to 1-80 EB Joliet Uncontrolled 278.937 9476 Houbolt Rd/Empress Rd@ 1-80 WB Ramps Joliet Signalized 143.898 9302 N Ladd St & W Howard St Pontiac Signalized <20# 8992 Houbolt Rd/Empress Rd@ 1-80 WB Ramps Joliet Signalized 140.387 8818 IL 116 & N 2100 E Rd unidentified Two-way stop 307.251 8702 E Prairie St & Historic Rt 66 Odell All-way stop 227.165 8652 Houbolt Rd & McDonough St Joliet Signalized 48.425 8576 1-55 SB Entrance Ramp from S. Reed St Braidwood* Uncontrolled >20# 8536 1-55 SB Exit Ramp to IL 53 (Gardner Rd) Gardner* Uncontrolled >20# 8536

• intersection inside the EPZ 7-2

Exelon Generation V ARCADIS Braidwood Station Evacuation Time Estimates

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

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

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

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

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

CA ARCADIS Appendix A Transient and Special Facility Population Data

I LI SalafI [:

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CA-MM I 4.

LTION[&L TALL ORA" ýWdffil w, OC 10KOPCVS OKRCETO SYTHIN VMM FOREST PRENWA (CA*MGA IWOODS FORESTPR B-N l.......... m P

-5WT OF EN CO NIC ...ARI J CAMP:I "MI Legend VNINA~~~N 6l. LNGO XIONTRINNGC IPORINAWECLI CAMPINGT Facility Type 9 WORK T- -!~ t&-WE LeN

• MOTEL N LIVINNTO10 CLU IPORYNNAWN

• RECREATION Base Data Legend R-IA NS STATINCANOWI CAN Braidwood Plant U8 CAMPC I~ 10 Miles from Plant NC-N SPoon G"

l-' Township Boundary AtTRUOCKN Sub-Area Boundary t

15~ F=EPZ Boundary 66 SOUTH ENAWS N1CSE Higlad LhUEJn 0 2 4 MRS. I V2ARCADIS

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-*v A@!*- Dwight EaTson ISTATION POPULA710I DiSTI11UTIN - SU-RA I.0 9k Appendix A - PageI of 9

4 d

F2 2*

..... "me" Legend Facility Type 0 SCHOOL A DAYCARE Reed,. cusW + SPECIAL 3 Base Data Legend

1. Braidwood Plant 10 Miles from Plant

_ Township Boundary

... Sub-Area Boundary F= EPZ Boundary EssexoI jj]j! BZSU onfield 0 Miles Ij 11 Va ARCADIS EXELON GENER ATION

- 1 BRAIDWOOD GENERATING STATION POPULATION DISTRIBUTION - SUB-AREAS Appendix A - Page 2 of 9

Table A-1. Major Employers in Braidwood EPZ Population Vehicles Week Week Week Week Week Week Facility Sub Area Day Night End Day Night End Braidwood Nuclear Station 1 750 150 50 600 150 50 Exelon Training Ctr. 1 175 12 0 105 12 0 GODLEY PARK DISTRICT 1 25 15 15 25 15 15 Dresden Nuclear Station 4 750 150 50 600 150 50 Reichhold Chemical Inc 4 35 20 0 35 20 0 WILMINGTON SCHOOL DISTRICT 5 100 0 0 100 0 0 TRINITY SERVICES ISLAND CITY 5 65 0 0 65 0 0 PRECISION COMPONENTS [NC 5 65 15 0 65 15 0 UNITED STATES COLD STORAGE 5 50 0 0 50 0 0 Dow Chemical 5 120 20 0 120 20 0 EVRON INDUSTRIES 7 70 10 0 70 10 0 Chicago Aerosols, LLC 7 60 15 0 60 15 0 VAN VOORST LUMBER CO 9 35 10 10 35 10 10 NDY Manufacturing 9 20 0 0 20 0 0 ITW Filtration 12 50 25 0 50 25 0 MAZON-VERONA-KINSMAN SCHL DIST 12 55 5 0 55 5 0 F & J METALS 15 55 10 0 55 10 0 Brownie Special Products Co. 15 25 20 0 25 20 0 Dibble Trucking 15 20 15 15 20 15 15 Appendix A - Page 3 of 9

Table A-2. Recreation Facilities in Braidwood EPZ Population Vehicles winter summer winter summer week- week- week- week- week- week- week- week- week- week- week- week- Occ Adj Sub day night end day night end day night end day night end Fac Fac Facility Area F + I Braidwood Dunes & Savannah Forest Preserve 0 0 0 5 0 5 0 0 0 5 0 5 1 1 Braidwood Fairways Golf Course 40 0 60 60 0 60 30 0 40 40 0 40 1.5 0.75 Braidwood Recreational Club (non camping) 18 0 25 798 0 1140 9 0 13 399 0 570 1.5 0.75 Braidwood Recreational Club (camping) 0 0 0 300 300 300 0 0 0 100 100 100 3 1 South Wilmington Sportsman's Club(non camping) 350 0 500 1470 0 2100 175 0 250 735 0 1050 1.5 0.75 South Wilmington Sportsman's Club(camping) 0 0 0 900 900 900 0 0 0 300 300 300 3 1 Godley Park District 35 0 50 35 0 50 23 0 33 23 0 33 1.5 1 Shadow Lakes 0 0 0 1250 0 1785 0 0 0 625 0 893 1.5 0.75 Wilmington Recreation Area Club(non camping) 7 0 10 105 0 150 4 0 5 53 0 75 1.5 0.75 Wilmington Recreation Area Club(camping) 0 0 0 300 300 300 0 0 0 100 100 100 3 1 Area #1 Outdoor Club 14 0 20 70 0 100 9 0 13 47 0 67 1.5 1 Cinder Ridge Golf Course & Driving Range 30 0 43 68 0 97 20 0 29 45 0 65 1.5 1 Fossil Rock Recreation Area (non camping) 0 0 0 14 0 20 0 0 0 9 0 13 1.5 1 Fossil Rock Recreation Area (camping) 237 237 237 948 948 948 79 79 79 316 316 316 3 1 Lake Point Club 42 0 60 756 0 1080 21 0 30 378 0 540 1.5 0.75 Will County Sportsmen's Club 35 0 50 140 0 200 23 0 33 93 0 133 1.5 1 New Lenox Sportsmen's Club 7 0 10 210 0 300 5 0 7 140 0 200 1.5 1 Tarnmen Treeberry Farm 0 0 0 840 0 1200 0 0 0 560 0 800 1.5 1 Boy Scouts of America (non camping) 0 0 0 280 0 400 0 0 0 187 0 267 1.5 1 Boy Scouts of America (camping) 0 0 0 600 600 600 0 0 0 200 200 200 3 1 Goose Lake Club 0 0 0 0 0 0 0 0 0 0 0 0 1.5 1 Goose Lake Prairie State Park 14 0 20 21 0 30 9 0 13 14 0 20 1.5 1 Des Plaines Conservation Area (non camping) 175 0 250 210 0 300 117 0 167 140 0 200 1.5 1 Des Plaines Conservation Area(camping) 0 0 0 66 66 66 0 0 0 22 22 22 3 1 Harborside Marina 0 0 0 8 0 12 0 0 0 6 0 8 1.5 1 Midewin National Tall Grass Prairie 35 0 50 18 0 25 23 0 33 12 0 17 1.5 1 Three Rivers Marina 7 0 10 56 0 80 5 0 7 37 0 53 1.5 1 Wilmington Island Park District 18 0 25 350 0 500 12 0 17 233 0 333 1.5 1 Appendix A - Page 4 of 9

Table A-2. Recreation Facilities in Braidwood EPZ Population Vehicles winter summer winter summer week- week- week- week- week- week- week- week- week- week- week- week- Occ Adj Sub day night end day night end day night end day night end Fac Fac Facility Area 4.

Mazonia/Braidwood State Fish & Wildlife Area 6 70 0 100 1750 0 2500 47 0 67 1167 0 1667 1.5 1 CECO Recreation Club 7 35 0 50 315 0 450 18 0 25 158 0 225 1.5 0.75 Coal City Area Club (non camping) 7 0 0 0 70 0 100 0 0 0 35 0 50 1.5 0.75 Coal City Area Club(camping) 7 0 0 0 300 300 300 0 0 0 100 100 100 3 1 Mazonia State Fish & Wildlife Area 10 70 0 100 1750 0 2500 47 0 67 1167 0 1667 1.5 1 Forsythe Woods Forest Preserve (non camping) 13 18 0 25 109 0 155 12 0 17 72 0 103 1.5 1 Forsythe Woods Forest Preserve (camping) 13 0 0 0 27 27 27 0 0 0 9 9 9 3 1 Kankakee River State Park (non camping) 13 600 0 750 600 0 750 400 0 500 400 0 500 1.5 1 Kankakee River State Park (camping) 13 150 150 300 300 300 300 50 50 100 100 100 100 3 1 South Wilmington Firemen's Park & Beach Club 14 18 0 25 280 0 400 12 0 17 187 0 267 1.5 1 South Wilmington Firemen's Park & Beach Club camp 14 0 0 0 255 255 255 0 0 0 85 85 85 3 1 Appendix A - Page 5 of 9

Table A-3. Motels in Braidwood EPZ Facility zone Units Staff Population Vehicles Braidwood Motel 1 16 1 25 17 Sun Motel 1 45 2 70 47 Knight's Inn 2 34 4 55 38 Van Duynes Motel 5 12 2 20 14 Appendix A - Page 6 of 9

Table A-4. Elementary and Secondary Schools in Braidwood EPZ School Sub Area Students Staff Bus Population Vehicles Reed Custer High School 1 595 72 ii 667 83 Reed Custer Middle School 1 391 47 8 438 55 LJ Stevens Middle School 5 400 48 8 448 56 Wilmington High School 5 474 57 9 531 66 St Rose School 5 144 16 3 160 19 Coal City Elementary 7 328 40 6 368 46 Reddick Grade School 9 119 25 3 144 28 Braceville Elementary 10 176 22 4 198 26 Coal City High School 10 652 79 12 731 91 Coal City Intermediate 10 315 38 6 353 44 Coal City Middle School 10 488 59 9 547 68 MVK Elementary 12 189 23 4 212 27 MVK Middle School 12 149 18 3 167 21 Custer Park Elementary 13 295 36 6 331 42 Bruning Elementary 13 251 31 5 282 36 S. Wilmington Grade School 14 89 11 2 100 13 Gardner Elementary 15 228 28 5 256 33 Gardner/S. Wilmington HS 15 209 26 4 235 30 Reed/Custer Intermediate 1 508 61 10 569 71 Wilmington Middle School 5 330 40 6 370 46 Coal City Early Childhood Center 10 351 43 7 394 50 Appendix A - Page 7 of 9

Table A-5. Daycare Facilities in Braidwood EPZ

__I I Population Vehicles Sub winter summer van winter summer Facility Area children staff day day day day Godley Park District 1 102 18 120 120 6 12 12 Kids Korner 10 24 5 29 24 2 4 4 Step by Step Child Care #2 10 103 17 120 96 6 12 12 Rainbow Preschool 8 38 7 45 36 2 4 4 Two Rivers Head Start 8 34 7 41 33 2 4 4 Grace Lutheran Preschool 5 30 6 36 29 2 4 4 Discovery Schoolhouse 5 37 7 44 35 2 4 4 Appendix A - Page 8 of 9

Table A-6. Special Facilities in Braidwood EPZ Staff Staff wheel Population Vehicles Residents Day Night and chair ambu- Day Night and Day Night and Facility Sub Area Weekend Van van lance Weekend Weekend Embassy Care Center 5 135 80 35 6 0 7 215 170 81 36 Appendix A - Page 9 of 9

14 ARCADIS Appendix B Telephone Survey of EPZ Residents

Braidwood EPZ Summary of Telephone Survey Results Completed surveys 383 Data Uncertainty + or - 5%

at 95% confidence level Demographic Adjustment census 2010 SURVEY age for head adjustment total population 39719 Age Mix Response of household factor total HH 15219 (percent) (percent) persons per HH 2.61 under 55 30.7 58.8 1.91 Results (after adjustment) 55-64 22.6 19.4 0.86 vehicles used to evacuate 65 and over 46.6 21.8 0.47 when all at home 1.42 fraction taking 1 vehicle 0.66 fraction taking 2 veh 0.26 fraction taking 3 or more 0.07 Work Outside Home (% of HH) one or more work outside 71.4 Of those who work outside percent take vehicle to work 94.0 evacuate direct from work 27.3 stay outside EPZ 28.4 return home to evacuate 44.3 one returns 28.5 2 or more return 15.8 Work Shifts (percent)

Weekday 69.4 Swing shift 10.9 Graveyard 4.2 evening/weekend 6.6 rotate 8.9 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 0.78 0.13 0.03 0.04 0.02 travel home 0.45 0.33 0.12 0.04 0.05 depart after work return 0.41 0.36 0.13 0.07 0.03 0 to 20 20 to 40 40 to 60 60 to 90 > 90 depart (all at home) 0.34 0.40 0.15 0.07 0.03 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 areaabout emergency response planning, 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 informationgatheredfiom this survey will help local agencies more effectively provide community assistanceshould an emergency situation arise.

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

SCREENER S1. What is the zip code of your primary residence? This is the home where you live the majority of the time. DO NOT READ ZIP CODE LIST List of appropriate zip codes will be displayed here 99999 Location outside the EPZ - THANK & TERMINATE S2. Which of the following categories best describes your age?

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

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

Arcadis Exelon 1 ©2011. 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 4--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 ©201 1. 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...

1 Evacuate directly from work 2 Come home first and then evacuate, or 3 Stay outside the evacuation zone where they work -4 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 QI1 And once everyone who is coming home from work has arrived, how long would it take to prepare and depart from home, taking into consideration whether or not someone else is usually home who may be starting these preparation while they are travelling?

1 Less than 15 minutes 2 15 to 30 minutes 3 30 to 45 minutes 4 45 to 60 minutes 5 More than 60 minutes 7 (DO NOT READ) Don't know Q11 Are any of the licensed drivers in your household restricted to daytime driving only?

I 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 Q 14 Are any members of your household seasonal residents? And by seasonal we mean any people who do not reside in your home the majority of the year.

1 Yes 2 No - SKIP TO Q15 9 (DO NOT READ) Refused Q14A (ASK IF Q14=1) How many of your <insert QI 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 ©2011. 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

H A-WM Roadway Network for Braidwood Station ETE Analysis August 2012 Legend

• Braidwood Station

• Nodes Road Classification

-Freeway

-Principal Arterial

- Major Arterial

- Minor Arterial Collector I

flon&

I -----------Local Rd Braidwood EPZ QARCADIS Inftastniucre f4tw Ernmnment&,kkfg Exeei~n.

Appenldix C - Page1 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 1 131 130 0.168 12 1 Ramp 1500 35 2 130 132 0.147 12 1 Ramp 1500 35 3 133 134 0.382 12 1 Principal Arterial 1600 55 4 134 133 0.382 12 1 Principal Arterial 1600 55 5 136 135 0.304 12 1 Ramp 1500 35 6 137 138 0.821 12 1 Ram p 1500 35 7 135 137 0.011 12 1 Major Arterial 1300 45

-8 137 135 0.011 12 1 Major Arterial 1300 45 9 140 141 0.129 12 1 Principal Arterial 1600 45 10 141 140 0.129 12 1 Principal Arterial 1600 45 11 140 142 0.072 11 1 Major Arterial 1300 35 12 142 140 0.072 11 1 Major Arterial 1300 35 13 141 142 0.098 11 1 Minor Arterial 1300 35 14 142 141 0.098 11 1 Minor Arterial 1300 35 15 144 143 0.275 12 1 Ramp 1500 35 16 145 146 1.23 12 1 Ramp 1500 35 17 143 145 0.014 12 1 Major Arterial 1300 45 18 145 143 0.014 12 1 Major Arterial 1300 45 19 149 148 0.109 12 1 Ramp 1500 45 20 148 150 0.119 12 1 Major Arterial 1300 45 21 150 148 0.119 12 1 Major Arterial 1300 45 22 151 152 0.012 12 1 Minor Arterial 1300 40 23 153 151 0.15 12 1 Ramp 1500 35 24 155 156 0.863 12 1 Principal Arterial 1600 55 25 156 155 0.863 12 1 Principal Arterial 1600 55 26 158 159 0.245 12 1 Ram p 1500 35 27 161 160 0.309 12 1 Ramp 1500 35 28 160 162 0.109 12 1 Principal Arterial 1600 45 29 162 160 0.109 12 1 Principal Arterial 1600 45 30 160 164 0.207 12 1 Ramp 1500 35 31 171 172 0.499 12 1 Principal Arterial 1600 45 32 172 171 0.499 12 1 Principal Arterial 1600 45 33 173 174 0.983 12 1 Ramp 1500 35 34 175 173 0.615 12 1 Ramp 1500 35 35 185 186 0.219 12 1 Principal Arterial 1600 45 36 186 185 0.219 12 1 Principal Arterial 1600 45 37 185 189 0.911 12 1 Principal Arterial 1600 55 38 189 185 0.911 12 1 Principal Arterial 1600 55 39 183 190 1.001 12 1 Major Arterial 1300 45 40 190 183 1.001 12 1 Major Arterial 1300 45 41 191 192 0.501 12 1 Minor Arterial 1300 40 42 192 191 0.501 12 1 Minor Arterial 1300 40 43 191 193 0.263 12 1 Major Arterial 1300 45 44 193 191 0.263 12 1 Major Arterial 1300 45 45 193 194 0.671 12 1 Ramp 1500 35 46 196 195 0.966 12 1 Ram p 1500 35 47 197 193 0.899 12 1 Ramp 1500 35 48 195 198 0.634 12 1 Ramp 1500 35 49 200 201 0.077 12 1 Major Arterial 1700 55 50 201 200 0.077 12 1 Major Arterial 1700 55 51 204 205 0.073 12 1 Major Arterial 1700 30 52 205 204 0.073 12 1 Major Arterial 1700 30 53 204 207 0.027 11 1 Major Arterial 1300 30 54 207 204 0.027 11 1 Major Arterial 1300 30 55 209 210 0.151 12- 1 Principal Arterial 1700 35 Pagel of43 Page 1of 43Appendix C - Page 2 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhow ___(mph)

Link#

UNod D-ode (mi) Width (ft) Lanes Satattio FlowFF5 mph 56 210 209 0.151 12 1 Principal Arterial 1700 35 57 212 213 0.183 12 1 Principal Arterial 1600 55 58 213 212 0.183 12 1 Principal Arterial 1600 55 59 210 214 0.126 12 1 Principal Arterial 1700 35 60 214 210 0.126 12 1 Principal Arterial 1700 35 61 214 215 0.061 12 1 Principal Arterial 1700 45 62 215 214 0.061 12 1 Principal Arterial 1700 45 63 217 219 0.113 12 1 Collector /Local Road 1700 45 64 219 217 0.113 12 1 Collector/ LocaliRoad 1700 45 65 221 216 1.068 12 1 Ramp 1500 35 66 221 222 0.208 12 1 Collector /Local Road 1700 45 67 222 221 0.208 12 1 Collector! Local Road 1700 45 68 219 224 0.078 12 1 Collector /Local Road 1300 45 69 224 219 0.078 12 1 Collector! Local Road 1300 45 70 229 230 4.114 12 1 Major Arterial 1300 45 71 230 229 4.114 12 1 Major Arterial 1300 45 72 191 235 0.475 12 1 Major Arterial 1300 45 73 235 191 0.475 12 1 Major Arterial 1300 45 74 201 239 0.263 12 1 Major Arterial 1300 55 75 239 201 0.263 12 1 Major Arterial 1300 55 76 168 172 0.47 12 1 Collector! Local Road 1300 40 77 172 168 0.47 12 1 Collector! Local Road 1300 40 78 241 242 1.376 12 1 Principal Arterial 1600 55 79 242 241 1.376 12 1 Principal Arterial 1600 55 80 182 183 0.75 12 1 Major Arterial 1300 45 81 183 182 0.75 12 1 Major Arterial 1300 45 82 189 242 0.706 12 1 Principal Arterial 1600 55 83 242 189 0.706 12 1 Principal Arterial 1600 55 84 230 236 0.505 12 1 Major Arterial 1300 45 85 236 230 0.505 12 1 Major Arterial 1300 45 86 200 225 1.136 12 1 Major Arterial 1300 55 87 225 200 1.136 12 1 Major Arterial 1300 55 88 163 177 0.999 12 1 Principal Arterial 1600 45 89 177 163 0.999 12 1 Principal Arterial 1600 45 90 182 244 0.792 12 1 Major Arterial 1300 45 91 244 182 0.792 12 1 Major Arterial 1300 45 92 139 140 0.741 12 1 Principal Arterial 1600 45 93 140 139 0.741 12 1 Principal Arterial 1600 45 94 246 247 1.568 12 1 Minor Arterial 1700 40 95 247 246 1.568 12 1 Minor Arterial 1700 40 96 150 250 0.038 12 1 Major Arterial 1300 45 97 250 150 0.038 12 1 Major Arterial 1300 45 98 250 251 0.019 12 1 Ramp 1500 35 99 251 252 0.643 12 1 Ramp 1500 35 100 150 251 0.044 12 1 Ramp 1500 35 101 152 253 0.037 12 1 Major Arterial 1300 45 102 253 254 0.018 12 1 Ramp 1500 35 103 254 249 0.62 12 1 Ramp 1500 35 104 152 254 0.042 12 1 Ramp 1500 35 105 221 255 0.081 12 1 Collector! Local Road 1700 45 106 255 221 0.081 12 1 Collector /Local Road 1700 45 107 256 221 0.053 12 1 Ramp 1500 35 108 256 255 0.029 12 1 Ramp 1500 35 109 244 257 0.019 12 1 Major Arterial 1700 45 110 257 244 0.019 1 12 1 1 Major Arterial 1700 45 111l 245 257 0.044 1 121 1 Major Arterial 1700 45 Page 2 of 43 Page 2pf C - Page 3 of 52 43Appendix

Appendix C Braidwood NGS Appedix NetworkBradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

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

112 257 258 0.016 12 1 Major Arterial 1700 45 113 258 257 0.016 12 1 Major Arterial 1700 45 114 186 258 0.303 12 1 Principal Arterial 1600 35 115 258 186 0.303 12 1 Principal Arterial 1600 35 116 245 258 0.034 12 1 Principal Arterial 1700 35 117 258 245 0.034 12 1 Principal Arterial 1700 35 118 259 158 0.295 12 1 Ramp 1500 35 119 262 263 0.044 12 2 Freeway 4100 65 120 130 264 0.065 12 1 Major Arterial 1300 45 121 264 130 0.065 12 1 Major Arterial 1300 45 122 159 269 0.038 12 2 Freeway 4100 65 123 303 302 0.017 12 2 Freeway 4100 65 124 306 305 0.111 12 2 Freeway 4100 65 125 313 314 2.493 12 1 Major Arterial 1300 45 126 314 313 2.493 12 1 Major Arterial 1300 45 127 318 319 0.096 12 1 Principal Arterial 1600 45 128 319 318 0.096 12 1 Principal Arterial 1600 45 129 322 323 0.287 12 2 Minor Arterial 2600 40 130 323 322 0.287 12 2 Minor Arterial 2600 40 131 323 324 0.094 12 2 Minor Arterial 2600 40 132 324 323 0.094 12 2 Minor Arterial 2600 40 133 317 327 0.503 12 2 Principal Arterial 3350 45 134 327 317 0.503 12 2 Principal Arterial 3350 45 135 331 330 0.027 12 1 Collector / Local Road 1700 40 136 331 332 0.023 12 1 Major Arterial 1700 45 137 332 331 0.023 12 1 Major Arterial 1700 45 138 330 332 0.02 12 1 Collector /Local Road 1700 40 139 332 330 0.02 12 1 Collector / Local Road 1700 40 140 332 335 0.02 1 12 1 Collector /Local Road 1700 40 141 335 332 0.021 12 1 Collector/ Local Road 1700 40 142 337 338 0.036 12 1 Principal Arterial 1600 45 143 337 339 0.034 12 1 Collector/I Local Road 1700 45 144 338 339 0.04 12 1 Principal Arterial 1600 45 145 339 338 0.04 12 1 Principal Arterial 1600 45 146 342 343 0.026 12 1 Principal Arterial 1700 45 147 343 342 0.026 12 1 Principal Arterial 1700 45 148 356 352 0.063 12 1 Principal Arterial 1700 45 149 357 358 0.073 12 1 Principal Arterial 1700 45 150 360 362 0.057 12 1 Principal Arterial 1700 45 151 361 368 0.065 12 1 Principal Arterial 1700 45 152 368 361 0.065 12 1 Principal Arterial 1700 45 153 367 369 0.025 12 1 Collector/I Local Road 1700 40 154 369 367 0.025 12 1 Collector / Local Road 1700 40 155 368 370 0.04 12 1 Minor Arterial 1700 40 156 370 368 0.04 12 1 Minor Arterial 1700 40 157 372 373 0.073 12 1 Collector /Local Road 1700 45 158 373 372 0.073 12 1 Collector I Local Road 1700 45 159 364 373 0.064 12 1 Principal Arterial 1700 45 160 374 375 0.046 12 1 Principal Arterial 1700 45 161 375 374 0.046 12 1 Principal Arterial 1700 45 162 374 376 0.027 12 1 Major Arterial 1700 45 163 376 374 0.027 12 1 Major Arterial 1700 45 164 375 376 0.045 12 1 Collector/I Local Road 1700 40 165 377 378 0.057 12 1 Major Arterial 1700 50 166 378 377 0.057 12 1 Major Arterial 1700 50 167 381 383 0.054 12 1 Major Arterial 1700 50 Page 3 of 43 Page 3of 43Appendix C - Page 4 of 52

Appendix C Braidwood NGS AppedixCNetwork Ba idoodNGSRoadway Data Table Link # U-Node D-Node (mie (Lent Withtht LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

168 383 381 0.054 12 1 Major Arterial 1700 50 169 384 381 0.041 12 1 Collector/ Local Road 1700 40 170 383 384 0.045 12 1 Collector I Local Road 1700 40 171 385 386 0.009 12 1 Minor Arterial 1700 40 172 386 385 0.009 12 1 Minor Arterial 1700 40 173 382 388 0.042 12 1 Minor Arterial 1700 40 174 388 382 0.042 12 1 Minor Arterial 1700 40 175 390 391 0.056 12 1 Major Arterial 1700 45 176 391 390 0.056 12 1 Major Arterial 1700 45 177 384 391 0.029 12 1 Collector/ Local Road 1700 40 178 391 384 0.029 12 1 Collector/ Local Road 1700 40 179 308 311 0.021 12 1 Major Arterial 1700 50 180 310 393 0.07 12 1 Major Arterial 1700 50 181 327 394 0.08 12 2 Principal Arterial 3350 45 182 394 327 0.08 12 2 Principal Arterial 3350 45 183 397 396 0.176 12 1 Ramp 1500 35 184 398 399 0.163 12 1 Ramp 1500 35 185 399 397 0.009 12 1 Collector /Local Road 1700 40 186 400 392 0.283 12 1 Ramp 1500 35 187 392 401 0.32 12 1 Ramp 1500 35 188 393 403 0.109 12 1 Minor Arterial 1700 40 189 404 308 0.196 12 1 Ramp 1500 35 190 406 405 0.14 12 1 Ramp 1500 35 191 407 300 0.032 12 1 Principal Arterial 1700 45 192 408 267 0.168 12 1 Ramp 1500 35 193 393 305 0.364 12 1_ Ramp 1500 35 194 407 302 0.229 12 1 Ramp 1500 35 195 409 410 0.215 12 -1 Ramp 1500 35 196 411 301 0.196 12 1 Ramp 1500 35 197 394 412 0.167 12 2 Principal Arterial 3350 45 198 412 394 0.167 12 2 Principal Arterial 3350 45 199 412 413 0.014 12 2 Principal Arterial 3350 45 200 413 412 0.0 14 12 2 Principal Arterial 3350 45 201 281 394 0.341 12 1 Ramp 1500 35 202 414 402 0.284 12 1 Ramp 1500 35 203 412 280 0.252 12 1 Ramp 1500 35 204 415 414 0.301 12 1 Ramp 1500 35 205 411 416 0.2 12 2 Freeway 4100 60 206 395 416 0.318 12 1 Ramp 1500 35 207 417 406 0.171 12 1 Ramp 1500 35 208 417 418 0.128 12 1 Minor Arterial 1300 40 209 304 419 0.196 12 1 Ramp 1500 35 210 420 421 0.023 12 2 Principal Arterial 3350 45 211 421 420 0.023 12 2 Principal Arterial 3350 45 212 423 422 0.07 12 1 Ramp 1500 35 213 425 424 0.016 12 2 Principal Arterial 3350 45 214 426 424 0.262 12 1 Ramp 1500 35 215 309 417 0.083 12 1 Minor Arterial 1300 40 216 266 409 0.149 12 1 Minor Arterial 1700 40 217 420 428 0.242 12 1 Ramp 1500 35 218 282 421 0.26 12 1 Ramp 1500 35 219 309 429 0.022 12 1 Minor Arterial 1700 40 220 429 309 0.022 12 1 Minor Arterial 1700 40 221 420 430 0.129 12 2 Principal Arterial 3350 45 222 430 420 0.129 12 2 Principal Arterial 3350 45 223 430 431 0.014 122 Principal Arterial 3350 4 Page 4 of 43 Page 4of 43Appendix C - Page 5 of 52

Appendix C Braidwood NGS Appedix NetworkBradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flow FFS (mph)

______ ______ (mi) Width (ft) Lanes ___________ Rate (veh/hr) ____

224 431 430 0.014 12 2 Principal Arterial 3350 45 225 432 431 0.4 12 1 Ramp10 35 226 431 433 0.019 12 2 Principal Arterial 3350 45 227 433 431 0.019 12 2 Principal Arterial 3350 45 228 437 433 0.155 12 1 Collector/ Local Road 1700 40 229 437 438 0.1 12 1 Minor Arterial 1300 40 230 438 437 0.1 12 1 Minor Arterial 1300 40 231 433 438 0.102 12 2 Principal Arterial 3350 45 232 438 433 0.102 12 2 Principal Arterial 3350 45 233 435 439 0.09 12 1 Collector/ Local Road 1700 40 _

234 439 435 0.09 12 1 Collector / Local Road 1700 40 _

235 440 441 0.129 12 1 Principal Arterial 1700 45 236 441 440 0.129 12 1 Principal Arterial 1700 45 237 441 442 0.004 12 1 Principal Arterial 1700 45 238 442 441 0.004 12 1 Principal Arterial 1700 45 239 461 462 0.106 12 1 Principal Arterial 1600 45 240 462 461 0.106 12 1 Principal Arterial 1600 45 241 455 461 0.058 12 1 Principal Arterial 1700 45 242 461 455 0.058 12 1 Principal Arterial 1700 45 243 319 455 0.06 12 1 Principal Arterial 1700 45 _

244 455 319 0.06 12 1 Principal Arterial 1700 45 _

245 320 464 0.092 12 1 Principal Arterial 1700 45 246 464 320 0.092 12 1 Principal Arterial 1700 45 _

247 465 413 0.265 12 1 Ramp 1500 35 248 394 466 0.424 12 1 Ramp 1500 35 249 321 274 0.173 12 1 Ramp 1500 35 250 468 470 0.356 12 1 Major Arterial 1700 45 251 470 468 0.356 12 1 Major Arterial 1700 45 252 471 472 0.037 12 1 Major Arterial 1300 45 253 472 471 0.037 12 1 Major Arterial 1300 45 254 473 474 0.031 12 1 Major Arterial 1300 45 255 474 473 0.031 12 1 Major Arterial 1300 45 256 478 477 0.872 12 1 Ramp 1500 35 257 479 275 0.623 12 3 Freeway 6150 65 258 480 284 0.549 12 2 Freeway 4100 65 _

259 293 284 1.072 12 1 Ramp 1500 55 260 291 289 0.231 12 1 Ramp 1500 55 261 479 287 0.255 12 1 Ramp 1500 55 _

262 480 292 0.26 1 12 1 Ramp 1500 55___

263 481 283 0.216 12 2 Freeway 4100 65 264 481 276 0.277 12 1 Ramp 1500 5 265 291 286 0.437 12 3 Freeway 6150 65___

266 290 286 1.127 12 1 Ramp 1500 55____

267 277 283 0.392 12 1 Ramp 1500 55 268 288 275 1.159 12 1 Ramp 1500 55___

269 477 299 0.85 12 1 Ramp 1500 3 270 483 484 0.895 12 1 Ramp 1500 35 271 298 483 0.894 12 1 Ramp 1500 35 272 474 488 0.297 12 1 Ramp 1500 35 273 489 473 0.831 12 1 Ramp 1500 35 274 471 490 1.098 12 1 Ramp 1500 35 275 491 490 0.284 12 2 Freeway 4100 65 _

276 491 472 1.33 12 1 Ramp 1500 35 _

277 489 488 0.275 12 2 Freeway 4100 65 278 297 486 0.654 12 1 Ramp 1500 35 279 486 294 0.501 12 1 Ramp 1500 35_

Page 5 of 43 Pagesof 43Appendix C - Page 6 of 52

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

_____ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) 280 295 485 0.882 12 1 Ramp 1500 35 281 485 296 0.507 12 1 Ramp 1500 35 282 493 494 0.126 12 1 Principal Arterial 1700 55 283 494 493 0.126 12 1 Principal Arterial 1700 55 284 497 498 0.011 12 1 Principal Arterial 1600 45 285 498 497 0.011 12 1 Principal Arterial 1600 45 286 499 500 0.012 12 1 Collector/ Local Road 1300 40 287 500 499 0.012 12 1 Collector/ Local Road 1300 40 288 501 502 0.015 12 1 Collector / Local Road 1300 40 289 502 501 0.015 12 1 Collector /Local Road 1300 40 290 496 503 0.019 12 1 Collector! Local Road 1300 40 291 503 496 0.019 12 1 Collector! Local Road 1300 40 292 505 506 0.011 12 1 Major Arterial 1300 45 293 506 505 0.011 12 1 Major Arterial 1300 45 294 507 508 0.448 12 1 Principal Arterial 1600 50 295 508 507 0.448 12 1 Principal Arterial 1600 50 296 508 509 0.209 12 1 Principal Arterial 1700 50 297 509 508 0.209 12 1 Principal Arterial ___1700 50 298 510 511 0.618 12 1 Principal Arterial 1700 45 299 511 510 0.618 12 1 Principal Arterial 1700 45 300 511 512 0.171 12 1 Principal Arterial 1700 35 301 512 511 0.171 12 1 Principal Arterial 1700 35 302 514 515 0.118 12 1 Collector /Local Road 1700 40 303 515 514 0.118 12 1 Collector/ Local Road 1700 40 304 502 500 0.507 12 2 Principal Arterial 3700 55 305 499 501 0.521 12 2 Principal Arterial 3700 55 306 505 519 0.249 12 2 Principal Arterial 3700 50 307 520 506 0.249 12 2 Principal Arterial 3700 50 308 498 524 0.37 12 2 Principal Arterial 3700 55 309 513 517 0.617 12 1 Collector /Local Road 1300 40 310 517 513 0.617 12 1 Collector /Local Road 1300 40 311 527 528 0.145 12 1 Principal Arterial 1600 35 312 528 527 0.145 12 1 Principal Arterial 1600 35 313 530 531 0.069 12 1 Principal Arterial 1600 35 314 531 530 0.069 12 1 Principal Arterial 1600 35 315 525 531 0.187 1 12 1 Principal Arterial 1600 35 316 531 525 0.187 12 1 Principal Arterial 1600 35 317 526 533 0.16 12 1 Principal Arterial 1700 35 318 533 526 0.16 12 1 Principal Arterial 1700 35 319 527 533 0.152 12 1 Principal Arterial 1700 35 320 533 527 0.152 12 1 Principal Arterial 1700 35 321 395 301 0.081 12 1 Principal Arterial 1700 45 322 301 300 0.007 12 1 Collector!/ Local Road 1700 45 323 427 419 0.048 12 2 Principal Arterial 3350 45 324 422 535 0.161 12 1 Ramp 1500 35 325 425 422 0.05 12 1 Ramp 1500 35 326 423 425 0.047 12 2 Principal Arterial 3350 45 327 427 425 0.007 12 1 Collector! Local Road 1700 45 328 467 379 0.03 12 1 Principal Arterial 1700 45 329 516 518 0.2 13 12 2 Principal Arterial 3350 45 330 518 537 0.209 12 2 Principal Arterial 3350 45 331 516 537 0.011 12 1 -Major Arterial 1300 45 332 537 516 0.011 12 1 Major Arterial 1300 45 333 538 293 0.319 12 3 Freeway 6150 65 334 540 482 0.965 12 1 Ramp 1500 35 335 541 279 0.883 12 1 Ramp 1500 35 Page 6 of 43 Page 6of43Appendix C - Page 7 of 52

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

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

336 278 540 0.819 12 1 Ramp 1500 35 337 542 543 1.005 12 1 Major Arterial 1300 45 338 543 542 1.005 12 1 Major Arterial 1300 45 339 545 546 0.146 12 2 Principal Arterial 3350 45 340 546 545 0.146 12 2 Principal Arterial 3350 45 341 549 550 0.087 12 1 Principal Arterial 1700 30 342 550 549 0.087 12 1 Principal Arterial 1700 30 343 551 552 0.423 12 1 Ramp 1500 35 344 554 555 1.245 12 1 Ramp 1500 35 345 557 556 0.418 12 1 Ramp 1500 35 346 558 559 0.329 12 1 Ramp 1500 35 347 558 560 0.778 12 1 Major Arterial 1300 45 348 562 561 0.403 12 1 Ram p 1500 35 349 566 567 0.713 12 2 Freeway 4100 65 350 569 568 0.496 12 1 Ramp 1500 35 351 570 567 0.469 12 1 Ramp 1500 35 352 570 565 0.308 12 1 Principal Arterial 1600 55 353 1 571 570 0.135 12 1 Principal Arterial 1600 55 354 260 573 0.258 12 2 Principal Arterial 3350 45 355 574 260 0.034 12 1 Collector! Local Road 1300 45 356 575 574 0.849 12 2 Principal Arterial 3350 45 357 573 575 0.01 12 1 Collector!/ Local Road 1300 45 358 263 574 1.207 12 1 Ramp 1500 35 359 575 261 0.418 12 1 Ramp 1500 35 360 267 409 0.008 12 1 Collector / Local Road 1700 40 361 579 580 0.014 12 1 Principal Arterial 1700 45 362 580 579 0.0 14 12 1 Principal Arterial 1700 45 363 580 581 0.114 12 1 Principal Arterial 1700 55 364 581 580 0.114 12 1 Principal Arterial 1700 55 365 582 583 0.011 12 1 Principal Arterial 1700 45 366 583 582 0.011 12 1 Principal Arterial 1700 45 367 569 572 1.014 12 1 Principal Arterial 1600 55 368 584 569 0.134 12 1 Major Arterial 1300 45 369 572 570 0.018 12 1. Collector/ Local Road 1300 45 370 565 569 0.006 12 1 Collector! Local Road 1300 45 371 586 562 0.116 12 1 Major Arterial 1300 45 372 560 562 0.02 12 1 Collector!/ Local Road 1300 40 373 588 558 0.006 12 1 Collector /Local Road 1300 40 374 589 551 0.124 12 2 Principal Arterial 3350 45 375 555 551 0.02 12 1 Collector! Local Road 1300 45 376 590 557 0.021 12 1 Collector! Local Road 1300 45 377 591 590 1.34 12 1 Ramp 1500 35 378 436 596 0.005 12 1 Collector!/Local Road 1700 40 379 596 436 0.005 12 1 Collector!/ Local Road 1700 40 380 445 448 0.126 12 1 Minor Arterial 1700 40 381 448 445 0.126 12 1 Minor Arterial 1700 40 382 544 599 0.511 12 1 Principal Arterial 1600 55 383 599 544 0.511 12 1 Principal Arterial 1600 55 384 131 132 0.283 12 2 Freeway 4100 65 385 605 606 0.551 12 1 Major Arterial 1300 45 386 606 605 0.551 12 1 Major Arterial 1300 45 387 607 608 0.244 12 1 Major Arterial 1300 55 388 608 607 0.244 12 1 Major Arterial 1300 55 389 610 609 0.158 12 2 Principal Arterial 3350 45 390 546 609 0.177 12 2 Principal Arterial 3350 45 391 609 546 0.177 12 2 Principal Arterial 3350 457 Page 7 of 43 Page7 o43Appendix C - Page 8 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhow ___(mph)

Link#

UNod 0-ode (mi) Width (ft) Lanes Satattio FlowFFS mph 392 612 613 0.235 12 2 Principal Arterial 3350 45 393 615 614 0.521 12 2 Principal Arterial 3350 45 394 614 616 0.855 12 1 Ramp 1500 55 395 617 614 0.037 12 1 Major Arterial 1300 50 396 617 618 0.1 12 2 Principal Arterial 3350 45 397 619 620 0.839 12 1 Ramp 1500 55 398 620 621 0.032 12 1 Major Arterial 1300 50 399 620 612 0.883 12 2 Principal Arterial 3350 45 400 613 621 0.118 12 2 Principal Arterial 3350 45 401 621 622 0.099 12 1 Ramp 1500 55 402 613 622 0.053 12 1 Ramp 1500 55 403 622 623 1.117 12 1 Ramp 1500 55 404 625 624 0.181 12 1 Ramp 1500 55 405 624 617 0.055 12 1 Ramp 1500 55 406 624 618 0.038 12 1 Ramp 1500 55 407 618 615 0.129 12 2 Principal Arterial 3350 45 408 614 620 0.675 12 2 Principal Arterial 3350 45 409 625 616 1.393 12 2 Freeway 4100 65 410 626 627 4.46 12 1 Minor Arterial 1300 45 411 627 626 4.46 12 1 Minor Arterial 1300 45 412 632 633 0.633 12 1 Major Arterial 1300 45 413 633 632 0.633 12 1 Major Arterial 1300 45 414 612 634 0.274 12 1 Major Arterial 1700 55 415 634 612 0.274 12 1 Major Arterial 1700 55 416 226 635 0.29 12 1 Major Arterial 1300 45 417 635 226 0.29 12 1 Major Arterial 1300 45 418 227 636 0.195 12 1 Major Arterial 1300 55 419 636 227 0.195 12 -1 Major Arterial 1300 55 420 223 636 0.487 11 1 Major Arterial 1300 35 421 636 223 0.487 11 1 Major Arterial 1300 35 422 215 637 0.268 12 1 Principal Arterial 1600 40 423 637 215 0.268 12 1 Principal Arterial 1600 40 424 243 637 0.668 12 1 Principal Arterial 1600 55 425 637 243 0.668 12 1 Principal Arterial 1600 55 426 463 645 0.772 12 2 Minor Arterial 3400 40 427 645 463 0.772 12 2 Minor Arterial 3400 40 428 646 647 2.374 12 1 Major Arterial 1300 55 429 647 646 2.374 12 1 Major Arterial 1300 55 430 646 648 0.024 12 1 Major Arterial 1300 40 431 648 646 0.024 12 1 Major Arterial 1300 40 432 649 650 0.171 12 1 Ramp 1500 35 433 600 649 0.142 12 1 Ramp 1500 35 434 653 654 0.291 12 1 Major Arterial 1300 45 435 654 653 0.291 12 1 Major Arterial 1300 45 436 655 656 0.299 12 1 Principal Arterial 1600 55 437 656 655 0.299 12 1 Principal Arterial 1600 55 438 658 659 0.113 12 1 Principal Arterial 1600 45 439 659 658 0.113 12 1 Principal Arterial 1600 45 440 660 661 0.227 12 1 Major Arterial 1300 45 441 661 660 0.227 12 1 Major Arterial 1300 45 442 658 662 0.427 12 1 Major Arterial 1300 45 443 662 658 0.427 12 1 Major Arterial 1300 45 444 665 666 0.207 12 1 Ramp 1500 35 445 666 667 0.211 12 1 Ramp 1500 35 446 668 669 0.675 12 1 Ramp 1500 35 447 670 668 0.707 12 1 Ramp 1500 35 Page 8 of 43 Page 8of 43Appendix C - Page 9 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Saturation Flaw FFS (mph)

______ ______ (mi) Width (ft) Lanes ___________ Rate (vehlhr) 448 672 673 0.065 12 1 Major Arterial 1700 30 449 673 672 0.065 12 1 Major Arterial 1700 30 450 628 683 0.391 12 1 Collector /Local Road 1300 40 451 683 628 0.391 12 1 Collector/ Local Road 1300 40 452 690 691 0.493 12 1 Collector/ Local Road 1300 55 453 691 690 0.493 12 1 Collector/ Local Road 1300 55 454 695 697 0.134 12 1 Major Arterial 1700 50 455 697 695 0.134 12 1 Major Arterial 1700 50 456 699 702 1.043 12 1 Major Arterial 1300 45 457 702 699 1.043 12 1 Major Arterial 1300 45 458 702 703 0.18 12 1 Major Arterial 1700 55 459 703 702 0.18 12 1 Major Arterial 1700 55 460 712 713 0.115 12 1 Principal Arterial 1700 35 461 713 712 0.115 12 1 Principal Arterial 1700 35 462 715 716 1.812 12 1 Principal Arterial 1700 45 463 716 715 1.812 12 1 Principal Arterial 1700 45 464 716 717 3.279 12 1 Principal Arterial 1600 45 465 717 716 3.279 12 1 Principal Arterial 1600 45 466 721 722 1.001 12 1 Minor Arterial 1300 45 467 722 721 1.001 12 1 Minor Arterial 1300 45 468 720 724 0.679 12 -1 Ramp 1500 35 469 733 735 0.162 11 1 Minor Arterial 1300 35 470 735 733 0.162 11 1 Minor Arterial 1300 35 471 734 736 0.194 12 1 Major Arterial 1300 40 472 736 734 0.194 12 1 Major Arterial 1300 40 473 732 737 0.757 12 1 Major Arterial 1300 45 474 737 732 0.757 12 1 Major Arterial 1300 45 475 736 738 0.669 12 1 Major Arterial 1300 50 476 738 736 0.669 12 1 Major Arterial 1300 50 477 742 743 2.402 12 1 Major Arterial 1300 40 478 743 742 2.402 12 1 Major Arterial 1300 40 479 606 747 0.432 12 1 Major Arterial 1300 45 480 747 606 0.432 12 1 Major Arterial 1300 45 481 606 748 0.707 12 1 Ramp 1500 35 482 749 605 0.247 12 1 Ramp 1500 35 483 605 751 0.192 12 1 Ramp 1500 35 484 753 606 0.98 12 1 Ramp 1500 35 485 744 756 0.88 12 1 Major Arterial 1300 45 486 756 744 0.88 12 1 Major Arterial 1300 45 487 765 766 0.566 12 1 Major Arterial 1300 45 488 766 765 0.566 12 1 Major Arterial 1300 45 489 749 751 0.405 12 2 Freeway 4100 65 490 666 668 0.64 12 1 Minor Arterial 1300 55 491 668 666 0.64 12 1 Minor Arterial 1300 55 492 670 669 0.377 12 2 Freeway 4100 65 493 665 667 0.375 12 2 Freeway 4100 65 494 673 674 0.48 12 1 Major Arterial 1700 30 495 674 673 0.48 12 1 Major Arterial 1700 30 496 705 706 0.772 11 1 Major Arterial 1300 30 497 706 705 0.772 11 1 Major Arterial 1300 30 498 651 767 0.142 12 1 Minor Arterial 1300 40 499 767 651 0.142 12 1 Minor Arterial 1300 40 500 600 650 0.286 12 2 Freeway 4100 65 501 264 649 0.071 12 1 Minor Arterial 1300 40 502 1 649 1 264 0.07 1 12 1 Minor Arterial 1300 40 503 1 240 1 770 0.385 12 1 Major Arterial 1 1300 1 45 Page 9 of 43 Page 9of 43Appendix C - Page 10 of 52

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

_____ ______ (mil) Width (ft) Lanes ___________ Rate (vehlhr) _____

504 770 240 0.385 12 1 Major Arterial 1300 45 _

505 718 722 0.938 12 1 Major Arterial 1300 45 _

506 722 718 0.938 12 1 Major Arterial 1300 45 507 675 772 0.35 12 1 Major Arterial 1700 50 508 772 675 0.35 12 1 Major Arterial 1700 50 _

509 703 777 0.702 12 1 Major Arterial 1300 55 _

510 777 703 0.702 12 1 Major Arterial 1300 55 511 704 777 1.307 12 1 Major Arterial 1300 55 512 777 704 1.307 12 1 Major Arterial 1300 55 513 704 719 1.503 12 1 Major Arterial 1300 55 _

514 719 704 1.503 12 1 Major Arterial 1300 55 _

515 772 773 0.299 12 1 Major Arterial 1700 40 _

516 773 772 0.299 12 1 Major Arterial 1700 40 517 692 701 2.283 12 1 Collector / Local Road 800 45 518 701 692 2.283 12 1 Collector /Local Road 800 45 519 779 610 0.985 12 2 Principal Arterial 3350 45 520 603 761 1 12 1 Major Arterial 1300 55 521 761 603 1 12 1 Major Arterial 1300 55 522 722 732 2.008 12 1 Major Arterial 1300 45 523 732 722 2.008 12 1 Major Arterial 1300 45 524 760 781 0.399 12 1 Minor Arterial 1300 40 525 781 760 0.399 12 1 Minor Arterial 1300 40 526 754 781 0.355 12 1 Collector /Local Road 1300 40 527 781 754 0.355 12 1 Collector / Local Road 1300 40 528 668 677 1.253 12 1 Minor Arterial 1300 55 529 677 668 1.253 12 1 Minor Arterial 1300 55 530 664 783 0.38 12 1 Collector/I Local Road 800 45 531 783 664 0.38 12 1 Collector / Local Road 800 45 532 696 783 5.338 12 1 Collector / Local Road 800 50 533 783 696 5.338 12 1 Collector / Local Road 800 50 534 633 784 0.177 12 1 Major Arterial 1300 45 535 784 633 0.177 12 1 Major Arterial 1300 45 536 768 785 3.402 12 1 Collector/I Local Road 1300 40 537 785 768 3.402 12 1 Collector /Local Road 1300 40 538 629 676 3.662 12 1 Minor Arterial 1300 40 539 676 629 3.662 12 1 Minor Arterial 1300 40 540 627 776 2.174 11 1 Minor Arterial 1300 35 541 776 627 2.174 11 1 Minor Arterial 1300 35 542 694 700 1 12 1 Major Arterial 1300 45 543 700 694 1 12 1 Major Arterial 1300 45 544 621 617 0.669 12 2 Principal Arterial 3350 45 545 661 786 0.659 12 1 Major Arterial 1300 45 546 786 661 0.659 12 1 Major Arterial 1300 45 547 222 720 0.336 1 12 1 Principal Arterial 1600 45 548 720 222 0.336 12 1 Principal Arterial 1600 45 549 792 793 0.103 12 1 Major Arterial 1300 45 550 793 792 0.103 12 1 Major Arterial 1300 45 551 583 801 0.472 12 1 Major Arterial 1300 50 552 801 802 0.039 12 1 Major Arterial 1700 50 553 803 583 0.006 12 1 Minor Arterial 1700 40 554 582 804 0.007 12 1 Minor Arterial 1700 40 555 806 807 0.677 12 1 Minor Arterial 1300 40 556 807 806 0.677 12 1 Minor Arterial 1300 40 557 809 810 0.152 12 1 Minor Arterial 1700 40 558 810 809 0.152 12 1 Minor Arterial 1700 40 559 814 815 1 12 1 Principal Arterial 1600 35 Page 10 of 43 Page10 o 43Appendix C - Page 11 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd Lik-Nde -oe DNoe Length (mi) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Fleohw FFte(mph)h

___(mph) 560 815 814 1 12 1 Principal Arterial 1600 35 561 815 824 0.018 12 2 Principal Arterial 3350 45 562 824 815 0.018 12 2 Principal Arterial 3350 45 563 828 1092 0.33 12 1 Principal Arterial 1600 45 564 1092 828 0.33 12 1 Principal Arterial 1600 45 565 832 831 1.104 12 1 Ramp 1500 35 566 838 839 0.013 12 1 Major Arterial 1300 45 567 839 838 0.013 12 1 Major Arterial 1300 45 568 844 843 0.048 12 1 Ramp 1500 35 569 844 845 0.041 12 1 Ramp 1500 35 570 845 843 0.025 12 2 Principal Arterial 3350 45 571 847 846 0.185 12 1 Ramp 1500 35 572 848 849 0.272 12 1 Ramp 1500 35 573 851 852 0.041 12 1 Ramp 1500 35 574 853 851 0.215 12 1 Ramp 1500 35 575 854 855 0.149 12 1 Major Arterial 1300 45 576 855 854 0.149 12 1 Major Arterial 1300 45 577 852 856 0.053 12 2 Principal Arterial 3350 45 578 851 856 0.071 12 1 Ramp 1500 35 579 863 865 0.017 12 2 Principal Arterial 2800 35 580 865 863 0.017 12 2 Principal Arterial 2800 35 581 870 871 0.061 12 2 Minor Arterial 3400 40 582 871 870 0.061 12 2 Minor Arterial 3400 40 583 882 881 0.126 12 1 Ramp 1500 35 584 883 884 0.077 12 2 Principal Arterial 2800 25 585 884 883 0.077 12 2 Principal Arterial 2800 25 586 882 885 0.173 12 2 Freeway 4100 55 587 881 885 0.1 12 1 Ramp 1500 35 588 881 887 0.086 12 1 Ramp 1500 35 589 887 881 0.086 12 1 Ramp 1500 35 590 887 888 0.034 12 2 Principal Arterial 2800 30 591 888 887 0.034 12 2 Principal Arterial 2800 30 592 892 893 0.03 12 2 Principal Arterial 2800 35 593 893 892 0.03 12 2 Principal Arterial 3350 45 594 893 894 0.043 12 2 Principal Arterial 2800 35 595 894 893 0.043 12 2 Principal Arterial 2800 35 596 896 897 0.281 12 2 Principal Arterial 3350 40 597 897 896 0.281 12 2 Principal Arterial 3350 40 598 902 903 0.075 12 1 Collector / Local Road 1700 40 599 903 902 0.075 12 1 Collector! Local Road 1700 40 600 905 906 0.154 12 1 Ramp 1500 35 601 909 910 0.096 12 1 Principal Arterial 1600 55 602 910 909 0.096 12 1 Principal Arterial 1600 55 603 911 912 0.472 12 1 Principal Arterial 1600 55 604 912 911 0.472 12 1 Principal Arterial 1600 55 605 915 918 0.075 12 2 Major Arterial 3100 45 606 918 915 0.075 12 2 Major Arterial 3100 45 607 920 921 0.113 12 1 Minor Arterial ___1700 40 608 921 920 0.113 12 1 Minor Arterial ___1700 40 609 921 922 0.324 12 1 Minor Arterial 1700 40 610 922 921 0.324 12 1 Minor Arterial 1700 40 611 924 925 0.063 12 1 Collector /Local Road 1700 40 612 925 924 0.063 12 1 Collector! Local Road 1700 40 613 913 927 0.695 12 1 Major Arterial 1300 45 614 927 913 0.695 12 1 Major Arterial 1300 45 615 931 932 0.191 12 1 Ramp 1500 35 Page 11 of 43 Page1of43Appendix C - Page 12 of 52

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

______________(mi) Width (ft) Lanes Rate (vehlhr) ____

616 933 934 0.025 12 1- Major Arterial 1300 50 617 934 933 0.025 12 1 Major Arterial 1300 50 618 932 935 0.198 12 1 Ramp 1500 35 619 831 833 0.778 12 1 Principal Arterial 1600 45 620 833 831 0.778 12 1 Principal Arterial 1600 45 621 946 846 0.138 12 2 Freeway 4100 65 622 947 847 0.014 12 2 Principal Arterial 3350 45 623 845 947 0.011 12 1 Minor Arterial 1300 40 624 857 948 0.062 12 2 Principal Arterial 3350 45 625 852 948 0.01 12 1 Minor Arterial 1700 40 626 854 949 0.08 12 1 Major Arterial 1700 45 627 949 854 0.08 12 1 Major Arterial 1700 45 628 817 952 0.07 1 12 1 Collector / Local Road 800 45 629 797 953 0.258 10 1 Collector / Local Road 800 30 630 953 797 0.258 10 1 Collector / Local Road 800 30 631 806 951 0.142 12 1 Minor Arterial 1700 40 632 951 806 0.142 12 1 Minor Arterial 1700 40 633 545 955 0.279 12 1 Minor Arterial 1700 40 634 955 545 0.279 12 1 Minor Arterial 1700 40 635 765 955 0.037 12 1 Minor Arterial 1300 40 636 955 765 0.037 12 1 Minor Arterial 1300 40 637 592 593 0.011 12 1 Collector /Local Road 1300 40 638 593 592 0.011 _ 12 1 Collector/ Local Road 1300 40 639 957 956 0.037 12 1 Major Arterial 1700 50 640 956 582 0.474 12 1 Major Arterial 1300 50 641 792 964 0.069 11 1 Major Arterial 1300 35 642 964 792 0.069 11 1 Major Arterial 1300 35 643 555 589 0.409 12 2 Principal Arterial 3350 45 644 572 571 0.439 12 1 Principal Arterial 1600 55 645 565 584 0.135 12 1 Major Arterial 1300 45 646 587 808 0.361 12 1 Major Arterial 1300 45 647 808 587 0.361 12 1 Major Arterial 1300 45 648 966 967 0.088 12 1 Ramp 1500 35 649 967 968 0.102 12 2 Principal Arterial 3350 45 650 934 967 0.233 12 2 Principal Arterial 3350 45 651 969 970 0.165 12 1 Principal Arterial 1600 40 652 970 969 0.165 12 1 Principal Arterial 1600 40 653 545 611 1.159 12 2 Principal Arterial 3350 45 654 611 545 1.159 12 2 Principal Arterial 3350 45 655 823 972 0.158 1 12 1 Principal Arterial 1700 45 656 972 823 0.158 12 1 Principal Arterial 1700 45 657 974 973 0.02 12 2 Principal Arterial 3350 45 658 968 974 0.009 12 1 Major Arterial 1300 50 659 974 968 0.009 12 1 Major Arterial 1300 50 660 975 890 0.066 12 2 -Principal Arterial 3350 45 661 589 828 0.142 12 2 Principal Arterial 3350 45 662 828 589 0.142 12 2 Principal Arterial 3350 45 663 936 937 1 12 1 Major Arterial 1300 45 664 937 936 1 12 1 M~ajor Arterial 1300 45 665 853 849 0.139 12 2 Freeway 4100 55 666 944 857 0.254 12 2 Principal Arterial 3350 45 667 984 944 0.229 12 2 Principal Arterial 3350 45 668 985 984 0.229 12 2 Principal Arterial 3350 45 669 944 985 0.01 12 2 Minor Arterial 3400 40 670 985 944 0.01 12 2 Minor Arterial 3400 40 671 932 986 0.132 12 1 Ramp 1500 35 Page 12 of 43 Page12 o 43Appendix C - Page 13 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node (mie (Length Withtht h(ftLanesNme LanesNme ff RawyTp RawyTp Saturation Flow FFS Rate (vehlhr) ____

(mph) 672 986 932 0.132 12 1 Ramp 1500 35 673 986 973 0.025 12 1 Ramp 1500 35 674 974 986 0.016 12 1 Major Arterial 1300 50 675 986 974 0.016 12 1 Major Arterial 1300 50 676 987 938 0.186 12 1 Ramp 1500 35 677 966 987 0.088 12 1 Ramp 1500 35 678 987 966 0.088 12 1 Ramp10 35 679 958 987 0.301 12 1 Ramp 1500 35 680 930 988 0.163 12 2 Principal Arterial 3350 45 681 988 974 0.018 12 2 Principal Arterial 3350 45 682 988 986 0.027 12 1 Major Arterial 1300 50 683 557 555 0.859 12 1 Principal Arterial 1600 55 684 965 559 0.665 12 2 Freeway 4100 65 685 848 852 0.093 12 2 Principal Arterial 3350 45 686 265 990 0.079 12 1 Major Arterial 1300 45 687 990 265 0.079 12 1 Major Arterial 1300 45 688 924 981 0.351 12 1 Principal Arterial 1700 45 689 981 924 0.351 12 1 Principal Arterial 1700 45 690 764 991 0.227 12 1 Major Arterial 1300 50 691 991 764 0.227 12 1 Major Arterial 1300 50 692 991 779 0.47 1 12 2 Principal Arterial 3350 45 693 610 992 0.03 12 1 Major Arterial 1300 50 694 993 779 0.034 12 1 Major Arterial 1300 50 695 993 991 0.144 12 2 Principal Arterial 3350 45 696 992 993 0.984 12 2 Principal Arterial 3350 45 697 609 992 0.52 12 2 Principal Arterial 3350 45 698 641 610 0.282 12 1 Ramp 1500 55 699 779 640 1.125 12 1 Ramp 1500 55 700 560 586 0.382 12 1 Major Arterial 1300 45 701 562 588 0.237 12 1 Major Arterial 1300 45 702 989 560 1.357 12 1 Ramp 1500 35 703 965 588 0.386 12 1 Ramp 1500 35 704 992 638 1.095 12 1 Ramp 1500 55 705 578 998 0.017 12 1 Principal Arterial 1600 55 706 998 578 0.017 12 2 Principal Arterial 3350 45 707 154 247 0.267 12 1 Collector! Local Road 1300 40 708 247 154 0.267 12 1 Collector/ Local Road 1300 40 709 156 172 0.50 1 12 1 Principal Arterial 1600 55 710 172 156 0.501 12 1 Principal Arterial 1600 55 711 639 993 0.306 12 1 Ramp 1500 55 712 475 541 0.286 12 2 Minor Arterial 2600 40 713 541 475 0.286 12 2 Minor Arterial 2600 40 714 935 1000 0.429 12 2 Freeway 4100 55 715 973 933 0.153 12 2 Principal Arterial 3350 45 716 995 1001 0.339 12 1 Principal Arterial 1600 50 717 1001 995 0.339 12 1 Principal Arterial 1600 50 718 862 1001 0.008 12 1 Principal Arterial 1700 45 719 1001 862 0.008 12 1 Principal Arterial 1700 45 720 859 996 0.306 12 1 Principal Arterial 1600 55 721 996 859 0.306 12 1 Principal Arterial 1600 55 722 978 1002 0.021 12 1 Principal Arterial 1700 45 723 1002 978 0.021 12 1 Principal Arterial 1700 45 724 969 1004 0.085 12 1 Principal Arterial 1600 40 725 1004 969 0.085 12 1 Principal Arterial 1600 40 726 929 1007 0.293 10 1 Collector I Local Road 800 15 727 1007 929 0.293 10 1 Collector! Local Road 800 15 Page 13 of 43 Page13 o43Appendix C - Page 14 of 52

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

_____(ml) Width (ft) Lanes Rate (vehlhr) 728 521 1011 0.46 12 1 Principal Arterial 1600 45 729 1011 521 0.46 12 1 Principal Arterial 1600 45 730 454 460 0.265 12 1 Ramp 1500 35 731 271 459 0.304 12 1 Ramp 1500 35 732 459 270 0.215 12 1 Ramp 1500 35 733 460 272 0.207 12 1 Ram p 1500 35 734 465 466 0.294 12 2 Freeway 4100 65 735 287 481 0.076 12 2 Freeway 4100 65 736 289 480 0.098 12 2 Freeway 4100 65 737 292 479 0.06 12 3 Freeway 6150 65 738 459 460 0.093 12 2 Principal Arterial 3350 45 739 460 459 0.093 12 2 Principal Arterial 3350 45 740 643 274 0.333 12 3 Freeway 6150 65 741 478 299 0.467 12 2 Freeway 4100 65 742 477 483 0.72 12 1 Major Arterial 1300 45 743 483 477 0.72 12 1 Major Arterial 1300 45 744 297 294 1.103 12 2 Freeway 4100 65 745 540 541 0.51 12 2 Minor Arterial 2600 40 746 541 540 0.51 12 2 Minor Arterial 2600 40 747 436 442 0.244 12 2 Principal Arterial 3350 45 748 441 596 0.245 12 2 Principal Arterial 3350 45 749 307 418 0.208 12 1 Ramp 1500 35 750 369 371 0.083 12 1_ Collector!/ Local Road 1700 40 751 371 369 0.083 12 1 Collector! Local Road 1700 40 752 404 403 0.204 12 1 Ramp 1500 35 753 1012 404 0.19 12 1 Ramp 1500 35 754 311 383 0.212 12 1_ Major Arterial 1700 50 755 383 311 0.212 12 1 Major Arterial 1700 50 756 387 389 0.159 12 1 Major Arterial 1300 45 757 389 387 0.159 12 1 Major Arterial 1300 45 758 336 338 0.103 12 1 Principal Arterial 1600 45 759 338 336 0.103 12 1 Principal Arterial 1600 45 760 307 405 0.412 12 2 Freeway 4100 60 761 310 406 0.265 12 1 Ramp 1500 35 762 413 421 0.048 12 2 Principal Arterial 3350 45 763 421 413 0.048 12 2 Principal Arterial 3350 45 764 416 1012 0.34 12 2 Freeway 4100 60 765 426 1013 0.187 12 2 Freeway 4100 60 766 1013 535 0.019 12 3 Freeway 6150 65 767 398 396 0.328 12 3 Freeway 6150 65 768 397 267 0.124 12 1 Minor Arterial 1700 40 769 419 407 0.085 12 2 Principal Arterial 3350 45 770 415 402 0.493 12 2 Freeway 4100 65 771 392 414 0.273 12 1 Major Arterial 1700 45 772 414 392 0.273 12 1 Major Arterial 1700 45 773 228 237 0.457 12 1 Principal Arterial 1700 35 774 237 228 0.457 12 1 Principal Arterial 1700 35 775 193 195 0.715 12 1 Principal Arterial 1600 45 776 195 193 0.715 12 1 Principal Arterial 1600 45 777 171 176 0.363 12 1 Principal Arterial 1600 30 778 176 171 0.363 12 1 Principal Arterial 1600 30 779 233 238 1.084 12 1 Principal Arterial 1600 55 780 238 233 1.084 12 1 Principal Arterial 1600 55 781 230 232 0.71 12 1 Major Arterial 1300 45 782 232 230 0.71 12 1 Major Arterial 1300 45 73 137 143 0.161 12 1 Major Arterial 1300 45 Page 14 of 43 Page 1of43Appendix C - Page 15 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd Lik#

U-oe -oe D-oe Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Rate Felhrw (mph)h

___(mph) 784 143 137 0.161 12 1 Major Arterial 1300 45 785 250 253 0.145 12 1 Major Arterial 1300 45 786 253 250 0.145 12 1 Major Arterial 1300 45 787 175 174 0.973 12 2 Freeway 4100 65 788 133 141 0.907 12 1 Principal Arterial 1600 45 789 141 133 0.907 12 1 Principal Arterial 1600 45 790 134 529 0.638 12 1 Principal Arterial 1600 50 791 529 134 0.638 12 1 Principal Arterial 1600 50 792 158 160 0.191 12 1 Principal Arterial 1600 45 793 160 158 0.191 12 1 Principal Arterial 1600 45 794 721 1014 3.911 10 1 Collector /Local Road 800 15 795 1014 721 3.911 10 1 Collector ILocal Road 800 15 796 1014 1019 2.658 10 1 Collector /Local Road 800 15 797 1019 1014 2.658 j 10 1 Collector /Local Road 800 15 798 732 1019 3.297 10 1 Collector /Local Road 800 15 799 1019 732 3.297 10 1 Collector /Local Road 800 15 800 737 1016 0.812 10 1 Collector/ Local Road 800 15.

801 1016 737 0.812 10 1 Collector/ Local Road 800 15 802 1018 1019 3.302 10 1 Collector / Local Road 800 15 803 1019 1018 3.302 10 1 Collector/ Local Road 800 15 804 731 1018 1.603 10 1 Collector /Local Road 800 15 805 1018 731 1.603 10 1 Collector /Local Road 800 15 806 1017 1018 0.752 10 1 Collector/ Local Road 800 15 807 1018 1017 0.752 10 1 Collector/ Local Road 800 15 808 735 1017 0.831 10 1 Collector/ Local Road 800 15 809 1017 735 0.831 10 1 Collector/ Local Road 800 15 810 602 1015 3.646 10 1 Collector / Local Road 800 15 811 1015 602 3.646 10 1 Collector/ Local Road 800 15 812 758 1020 0.874 10 1 Collector/ Local Road 800 15 813 1020 758 0.874 10 1 Collector/ Local Road 800 15 814 750 1021 3.418 10 1 Collector / Local Road 800 15 815 1021 750 3.418 10 1 Collector/ Local Road 800 15 816 750 1022 1.624 10 1 Collector / Local Road 800 15 817 1022 750 1.624 10 1 Collector /Local Road 800 15 818 762 1023 2.892 10 1 Collector/ILocal Road 800 15 819 1023 762 2.892 10 1 Collector/ Local Road 800 15 820 762 1024 3.245 10 1 Collector/ Local Road 800 15 821 1024 762 3.245 10 1 Collector/ Local Road 800 15 822 547 1025 1.502 10 1 Collector/ Local Road 800 15 823 1025 547 1.502 10 1 Collector /Local Road 800 15 824 910 1026 1.708 10 1 Collector /Local Road 800 15 825 1026 910 1.708 10 1 Collector /Local Road 800 15 826 869 1027 4.751 10 1 Collector / Local Road 800 15 827 1027 869 4.751 10 1 Collector / Local Road 800 15 828 909 1028 4.267 10 1 Collector / Local Road 800 15 829 1028 909 4.267 10 1 Collector/ Local Road 800 15 830 842 1029 0.252 10 1 Collector/ Local Road 800 15 831 1029 842 0.252 10 1 Collector/ Local Road 800 15 832 840 1029 0.726 10 1 Collector /Local Road 800 15 833 1029 840 0.726 10 1 Collector / Local Road 800 15 834 841 1031 3.072 10 1 Collector/ Local Road 800 15 835 1031 841 3.072 10 1 Collector/ Local Road 800 15 836 907 1032 11.815 10 1 Collector /Local Road 800 15 837 1032 907 11.815 10 1 Collector /Local Road 800 15 838 904 1033 6.579 10 1 Collector/ Local Road 800 15 839 1033 904 6.579 10 1 Collector/ Local Road 800 15 Page 15 of 43 Page15 o 43Appendix C - Page 16 of 52

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

Link # U-Node D-Node (mi) Width (ft) Lanes SauainFlwFppRate (veh/hr) 840 900 1035 2.935 10 1 Collector/ Local Road 800 15 841 1035 900 2.935 10 1 Collector / Local Road 800 15 842 901 1034 1.753 10 1 Collector / Local Road 800 15 843 1034 901 1.753 10 1 Collector / Local Road 800 15 844 859 1036 2.023 10 1 Collector / Local Road 800 15 845 1036 859 2.023 10 1 Collector / Local Road 800 15 846 220 1037 1.618 10 1 Collector/Local Road 800 15 847 1037 220 1.618 10 1 Collector / Local Road 800 15 848 202 1038 1.289 10 1 Collector / Local Road 800 15 849 1038 202 1.289 10 1 Collector / Local Road 800 15 850 192 1039 3.249 10 1 Collector / Local Road 800 15 851 1039 192 3.249 10 1 Collector/ Local Road 800 15 852 771 1042 2.424 10 1 Collector / Local Road 800 15 853 1042 771 2.424 10 1 Collector / Local Road 800 15 854 712 1040 0.743 10 1 Collector/ Local Road 800 15 855 1040 712 0.743 10 1 Collector/ Local Road 800 15 856 725 1043 3.339 10 1 Collector / Local Road 800 15 857 1043 725 3.339 10 1 Collector / Local Road 800 15 858 726 1044 3.142 10 1 Collector/ Local Road 800 15 859 1044 726 3.142 10 1 Collector/ Local Road 800 15 860 646 1045 0.766 10 1 Collector/ Local Road 800 15 861 1045 646 0.766 10 1 Collector / Local Road 800 15 862 729 1046 1.769 10 1 Collector / Local Road 800 15 863 1046 729 1.769 10 1 Collector/ Local Road 800 15 864 739 1047 3.333 10 1 Collector / Local Road 800 15 865 1047 739 3.333 10 1 Collector/ Local Road 800 15 866 761 1048 2.119 10 1 Collector / Local Road 800 15 867 1048 761 2.119 10 1 Collector / Local Road 800 15 868 730 1050 4.771 10 1 Collector / Local Road 800 15 869 1050 730 4.771 10 1 Collector / Local Road 800 15 870 703 1051 2.651 10 1 Collector/ Local Road 800 15 871 1051 703 2.651 10 1 Collector/ Local Road 800 15 872 703 1052 3.325 10 1 Collector/ Local Road 800 15 873 1052 703 3.325 10 1 Collector / Local Road 800 15 874 698 1052 1.706 10 1 Collector / Local Road 800 15 875 1052 698 1.706 10 1 Collector / Local Road 800 15 876 655 1053 2.846 10 1 Collector / Local Road 800 15 877 1053 655 2.846 10 1 Collector/ Local Road 800 15 878 656 1054 1.485 10 1 Collector / Local Road 800 15 879 1054 656 1.485 10 1 Collector / Local Road 800 15 880 661 1055 1.552 10 1 Collector / Local Road 800 15 881 1055 661 1.552 10 1 Collector / Local Road 800 15 882 652 1056 1.209 10 1 Collector/ Local Road 800 15 883 1056 652 1.209 10 1 Collector/ Local Road 800 15 884 633 1057 1.27 10 1 Collector / Local Road 800 15 885 1057 633 1.27 10 1 Collector / Local Road 800 15 886 1058 1059 0.995 10 1 Collector/ Local Road 800 15 887 1059 1058 0.995 10 1 Collector/ Local Road 800 15 888 470 1059 0.473 10 1 Collector/ Local Road 800 15 889 1059 470 0.473 10 1 Collector / Local Road 800 15 890 1059 1060 3.143 10 1 Collector/ Local Road 800 15 891 1060 1059 3.143 10 1 Collector/Local Road 800 15 892 312 1060 3.198 10 1 Collector / Local Road 800 15 893 1060 312 3.198 10 1 Collector / Local Road 800 15 894 469 1062 2.215 10 1 Collector / Local Road 800 15 895 1062 469 2.215 10 1 Collector/ Local Road 800 15 Page 16 of 43 Appendix C - Page 17 of 52

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

Link_# U-Node D-Node (ml) Width (ft) Lanes Rate (vehlhr) FFS_(mph 896 487 1063 1.123 10 1 Collector/ Local Road 800 15 897 1063 487 1.123 10 1 Collector / Local Road 800 15 898 768 1064 1.815 10 1 Collector / Local Road 800 15 899 1064 768 1.815 10 1 Collector/ Local Road 800 15 900 1066 1067 1.646 10 1 Collector/Local Road 800 15 901 1067 1066 1.646 10 1 Collector / Local Road 800 15 902 240 1066 3.917 10 1 Collector / Local Road 800 15 903 1066 240 3.917 10 1 Collector/ Local Road 800 15 904 769 1065 1.683 10 1 Collector/ Local Road 800 15 905 1065 769 1.683 10 1 Collector / Local Road 800 15 906 700 1068 3.357 10 1 Collector/ Local Road 800 15 907 1068 700 3.357 10 1 Collector / Local Road 800 15 908 147 1069 4.91 10 1 Collector / Local Road 800 15 909 1069 147 4.91 10 1 Collector / Local Road 800 15 910 181 1070 2.359 10 1 Collector/Local Road 800 15 911 1070 181 2.359 10 1 Collector/ Local Road 800 15 912 597 598 0.065 10 1 Collector/ Local Road 800 15 913 598 597 0.065 10 1 Collector / Local Road 800 15 914 142 1072 4.343 10 1 Collector / Local Road 800 15 915 1072 142 4.343 10 1 Collector/ Local Road 800 15 916 835 1073 4,105 10 1 Collector/Local Road 800 15 917 1073 835 4,105 10 1 Collector / Local Road 800 15 918 837 1074 2.238 10 1 Collector/ Local Road 800 15 919 1074 837 21238 10 1 Collector/ Local Road 800 15 920 936 1075 1,513 10 1 Collector/Local Road 800 15 921 1075 936 1,513 10 1 Collector / Local Road 800 15 922 1075 1076 15.014 10 1 Collector/Local Road 800 15 923 1076 1075 15.014 10 1 Collector/ Local Road 800 15 924 239 1077 6.168 10 1 Collector/ Local Road 800 15 925 1077 239 6.168 10 1 Collector / Local Road 800 15 926 492 1078 4.2 10 1 Collector / Local Road 800 15 927 1078 492 4.2 10 1 Collector/ Local Road 800 15 928 651 1079 1.995 10 1 Collector/ Local Road 800 15 929 1079 651 1.995 10 1 Collector / Local Road 800 15 930 629 1080 1.051 12 1 Collector/ Local Road 1300 40 931 1080 629 1.051 12 1 Collector/ Local Road 1300 40 932 740 1081 4.872 10 1 Collector / Local Road 800 15 933 1081 740 4.872 10 1 Collector / Local Road 800 15 934 725 1082 2.829 10 1 Collector/ Local Road 800 15 935 1082 725 2.829 10 1 Collector/ Local Road 800 15 936 1083 1084 4.841 10 1 Collector / Local Road 800 15 937 1084 1083 4.841 10 1 Collector / Local Road 800 15 938 651 1084 6.24 10 1 Collector/ Local Road 800 15 939 1084 651 6.24 10 1 Collector / Local Road 800 15 940 1084 1085 4.875 10 1 Collector/ Local Road 800 15 941 1085 1084 4.875 10 1 Collector / Local Road 800 15 942 654 1085 5.259 10 1 Collector / Local Road 800 15 943 1085 654 5.259 10 1 Collector/ Local Road 800 15 944 773 1086 1.156 10 1 Collector / Local Road 800 15 945 1086 773 1.156 10 1 Collector / Local Road 800 15 946 523 524 0.038 10 1 Collector/ Local Road 800 15 947 524 523 0.038 10 1 Collector / Local Road 800 15 948 524 1088 0.809 10 1 Collector / Local Road 800 15 949 1088 524 0.809 10 1 Collector/ Local Road 800 15 950 503 1089 1.739 10 1 Collector / Local Road 800 15 951 1089 503 1.739 10 1 Collector / Local Road 800 15 Page 17 of 43 Appendix C - Page 18 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felhow ___(mph)

LinkU UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 952 315 1090 5.632 10 1 Collector /Local Road 800 15 953 1090 315 5.632 10 1 Collector I Local Road 800 15 954 1087 325 0.43 10 1 Collector / Local Road 800 15 955 325 326 1.123 10 1 Collector / Local Road 800 15 956 326 323 0.114 10 1 Collector / Local Road 800 15 957 326 324 0.147 10 1 Collector/ Local Road 800 15 958 573 1091 0.063 11 2 Collector /Local Road 1600 15 959 1091 575 0.064 11 2 Collector /Local Road 1600 15 960 804 803 0.036 10 1 Collector! Local Road 800 15 961 802 957 0.038 10 1 Collector / Local Road 800 15 962 957 802 0.038 10 1 Collector / Local Road 800 15 963 681 682 0.094 12 2 Principal Arterial 2800 35 964 682 681 0.094 12 2 Principal Arterial 2800 35 965 681 775 0.194 12 2 Principal Arterial 2800 35 966 182 1093 1.446 10 1 Collector / Local Road 800 15 967 1093 182 1.446 10 1 Collector / Local Road 800 15 968 187 1094 1.139 10 1 Collector/ Local Road 800 15 969 1094 187 1.139 10 1 Collector/ILocal Road 800 15 970 184 1095 0.712 10 1 Collector /Local Road 800 15 971 1095 184 0.712 10 1 Collector/ Local Road 800 15 972 242 1097 1.947 10 1 Collector / Local Road 800 15 973 1097 242 1.947 10 1 Collector /Local Road 800 15 974 167 1096 0.662 10 1 Collector! Local Road 800 15 975 1096 167 0.662 10 1 Collector/ Local Road 800 15 976 166 1098 1.055 10 1 Collector! Local Road 800 15 977 1098 166 1.055 10 1 Collector/I Local Road 800 15 978 236 1099 1.561 10 1 Collector /Local Road 800 15 979 1099 236 1.561 10 1 Collector/ Local Road 800 15 980 212 1100 0.493 10 1 Collector/I Local Road 800 15 981 1100 212 0.493 10 1 Collector/ Local Road 800 15 982 201 1103 .1.304 10 1 Collector /Local Road 800 15 983 1103 201 1.304 10 1 Collector/ Local Road 800 15 984 635 1104 1.013 10 1 Collector /Local Road 800 15 985 1104 635 1.013 10 1 Collector /Local Road 800 15 986 227 1105 1.159 10 1 Collector /Local Road 800 15 987 1105 227 1.159 10 1 Collector/ Local Road 800 15 988 1014 1106 0.221 10 1 Collector/ILocal Road 800 15 989 1106 1014 0.221 10 1 Collector/ Local Road 800 15 990 746 1108 0.319 10 1 Collector /Local Road 800 15 991 1108 746 0.319 10 1 Collector/ Local Road 800 15 992 927 1112 1.314 10 1 Collector /Local Road 800 15 993 1112 927 1.314 10 1 Collector /Local Road 800 15 994 757 1113 1.523 10 1 Collector /Local Road 800 15 995 1113 757 1.523 10 1 Collector/ Local Road 800 15 996 1066 1114 2.045 10 1 Collector /Local Road 800 15 997 1114 1066 2.045 10 1 Collector/ Local Road 800 15 998 770 1115 1.302 10 1 Collector /Local Road 800 15 999 1115 770 1.302 10 1 Collector/ Local Road 800 15 1000 157 1116 0.89 10 1 Collector/ Local Road 800 15 1001 1116 157 0.89 10 1 Collector /Local Road 800 15 1002 766 1118 2.542 10 1 Collector /Local Road 800 15 1003 1118 766 2.542 10 1 Collector /Local Road 800 15 1004 980 1119 0.212 10 1 Collector / Local Road 800 15 1005 1119 980 0.212 10 1 Collector/ Local Road 800 15 1006 1 1105 0.108 10 1 Collector / Local Road 800 25 1007 1105 1 0.108 10 1 Collector!I Local Road 800 25 Page 18 of 43 Page18 o43Appendix C - Page 19 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik UNoe Link# -Nde Length Lane Number of Roadway Type Ratraeio

( FelowF (ph UNod D-ode (mi) Width (ft) Lanes Satattio FlowFF5 mph 1008 2 1104 0.122 10 1 Collector /Local Road 800 25 1009 1104 2 0.122 10 1 Collector / Local Road 800 25 1010 3 217 0.227 10 1 Collector /Local Road 800 25 1011 217 3 0.227 10 1 Collector /Local Road 800 25 1012 4 1039 0.521 10 1 Collector/ Local Road 800 25 1013 1039 4 0.521 10 1 Collector/ Local Road 800 25 1014 5 1037 0.442 10 1 Collector / Local Road 800 25 1015 1037 5 0.442 10 1 Collector / Local Road 800 25 1016 5 1038 0.548 10 1 Collector /Local Road 800 25 1017 1038 5 0.548 10 1 Collector/ Local Road 800 25 1018 6 210 0.276 10 1 Collector/ Local Road 800 25 1019 210 6 0.276 10 1 Collector /Local Road 800 25 1020 7 1093 0.237 10 1 Collector /Local Road 800 25 1021 11093 7 0.237 10 1 Collector / Local Road 800 25 1022 8 1069 0.891 10 1 Collector/ Local Road 800 25 1023 1069 8 0.891 10 1 Collector/ Local Road 800 25 1024 9 1100 0.122 10 1 Collector / Local Road 800 25 1025 1100 9 0.122 10 1 Collector/ Local Road 800 25 1026 10 1101 0.155 10 1 Collector /Local Road 800 25 1027 1101 10 0.155 10 1 Collector /Local Road 800 25 1028 11 1097 0.224 10 1 Collector /Local Road 800 25 1029 1097 11 0.224 10 1 Collector/ Local Road 800 25 1030 12 1067 0.373 10 1 Collector/ Local Road 800 25 1031 1067 12 0.373 10 1 Collector/ Local Road 800 25 1032 13 664 2.689 10 1 Collector / Local Road 800 25 1033 664 13 2,689 10 1 Collector / Local Road 800 25 1034 14 1068 1.364 10 1 Collector /Local Road 800 25 1035 11068 14 1.364 10 1 Collector/ Local Road 800 25 1036 15 1065 0.525 10 1 Collector/ Local Road 800 25 1037 1065 15 0.525 10 1 Collector / Local Road 800 25 1038 16 1115 0.272 10 1 Collector /Local Road 800 25 1039 1115 16 0.272 10 1 Collector /Local Road 800 25 1040 17 1094 0.208 10 1 Collector /Local Road 800 25 1041 1094 17 0.208 1 10 1 Collector/ Local Road 800 25 1042 18 1095 0.16 10 1 Collector/ Local Road 800 25 1043 1095 18 0.16 10 1 Collector/ Local Road 800 25 1044 19 170 0.5 10 1 Collector / Local Road 800 25 1045 170 19 0.5 10 1 Collector /Local Road 800 25 1046 20 1070 0.82 10 1 Collector/ Local Road 800 25 1047 1070 20 0.82 10 1 Collector/ Local Road 800 25 1048 21 1116 0.134 10 1 Collector/ Local Road 800 25 1049 1116 21 0.134 10 1 Collector /Local Road 800 25 1050 22 1071 0.894 10 1 Collector/ Local Road 800 25 1051 1071 22 0.894 10 1 Collector / Local Road 800 25 1052 23 1114 0.419 10 1 Collector/ Local Road 800 25 1053 1114 23 0.419 10 1 Collector /Local Road 800 25___

1054 24 1030 0.492 10 1 Collector / Local Road 800 2 1055 1030 24 0.492 10 1 Collector / Local Road 800 2 1056 25 1119 0.072 10 1 Collector / Local Road 800 2 1057 1119 25 0.072 10 1 Collector/ Local Road 800 2 1058 26 1031 1.459 10 1 Collector / Local Road 800 25___

1059 1031 26 1.459 10 1 Collector /Local Road 800 25___

1060 27 1041 0.863 10 1 Collector / Local Road 800 25___

1061 1041 27 0.863 10 1 Collector/ Local Road 800 25 1062 28 1040 0.213 10 1 Collector/ Local Road 800 25 1063 1040 28 0.2 13 10 1 Collector / Local Road 800 25 Page 19 of 43 Page19 o43Appendix C - Page 20 of 52

Appendix C Braidwood NGS Roadway Network Data Table Length Lane Number of Roadway Type Rrae elow) FFS (mph)

Link # U-Node D-Node (mi) Width (ft) Lanes Rate (vehlhr) 1064 29 708 0.808 10 1 Collector / Local Road 800 25 1065 708 29 0.808 10 1 Collector / Local Road 800 25 1066 30 1052 0.687 10 1 Collector / Local Road 800 25 1067 1052 30 0.687 10 1 Collector/ Local Road 800 25 1068 31 1051 1.216 10 1 Collector / Local Road 800 25 1069 1051 31 1.216 10 1 Collector / Local Road 800 25 1070 32 1111 0.169 10 1 Collector / Local Road 800 25 1071 1111 32 0.169 10 1 Collector / Local Road 800 25 1072 33 1027 0.727 10 1 Collector/ Local Road 800 25 1073 1027 33 0.727 10 1 Collector / Local Road 800 25 1074 33 1028 1.243 10 1 Collector / Local Road 800 25 1075 1028 33 1.243 10 1 Collector / Local Road 800 25 1076 34 1032 1.08 10 1 Collector/ Local Road 800 25 1077 1032 34 1.08 10 1 Collector/ Local Road 800 25 1078 35 1026 0.657 10 1 Collector/ Local Road 800 25 1079 1026 35 0.657 10 1 Collector / Local Road 800 25 1080 36 1112 0.228 10 1 Collector / Local Road 800 25 1081 1112 36 0.228 10 1 Collector / Local Road 800 25 1082 37 1025 0.654 10 1 Collector/ Local Road 800 25 1083 1025 37 0.654 10 1 Collector/ Local Road 800 25 1084 38 713 1.956 10 1 Collector / Local Road 800 25 1085 713 38 1.956 10 1 Collector/ Local Road 800 25 1086 39 1106 0.084 10 1 Collector/ Local Road 800 25 1087 1106 39 0.084 10 1 Collector / Local Road 800 25 1088 40 1015 0.493 10 1 Collector / Local Road 800 25 1089 1015 40 0.493 10 1 Collector / Local Road 800 25 1090 41 1017 0.069 10 1 Collector/ Local Road 800 25 1091 1017 41 0.069 10 1 Collector/ Local Road 800 25 1092 42 1107 0.082 10 1 Collector/ Local Road 800 25 1093 1107 42 0.082 10 1 Collector / Local Road 800 25 1094 43 1016 0.558 10 1 Collector / Local Road 800 25 1095 1016 43 0.558 10 1 Collector/ Local Road 800 25 1096 44 1043 0.808 10 1 Collector/ Local Road 800 25 1097 1043 44 0.808 10 1 Collector/ Local Road 800 25 1098 45 1082 1.39 10 1 Collector / Local Road 800 25 1099 1082 45 1.39 10 1 Collector / Local Road 800 25 1100 46 1081 1.835 10 1 Collector / Local Road 800 25 1101 1081 46 1.835 10 1 Collector/ Local Road 800 25 1102 47 1047 0.62 10 1 Collector / Local Road 800 25 1103 1047 47 0.62 10 1 Collector / Local Road 800 25 1104 48 1044 0.284 10 1 Collector / Local Road 800 25 1105 1044 48 0.284 10 1 Collector / Local Road 800 25 1106 49 1045 0.885 10 1 Collector/ Local Road 800 25 1107 1045 49 0.885 10 1 Collector/ Local Road 800 25 1108 50 1046 0.228 10 1 Collector/ Local Road 800 25 1109 1046 50 0.228 10 1 Collector / Local Road 800 25 1110 51 1096 0.18 10 1 Collector/ Local Road 800 25 1111 1096 51 0.18 10 1 Collector/ Local Road 800 25 1112 52 1077 0.838 10 1 Collector/Local Road 800 25 1113 1077 52 0.838 10 1 Collector / Local Road 800 25 1114 53 1099 0.288 10 1 Collector/ Local Road 800 25 1115 1099 53 0.288 10 1 Collector / Local Road 800 25 1116 54 1103 0.261 10 1 Collector / Local Road 800 25 1117 1103 54 0.261 10 1 Collector / Local Road 800 25 1118 55 1102 0.116 10 1 Collector/Local Road 800 25 1119 1102 55 0.116 10 1 Collector/ Local Road 800 25 Page 20 of 43 Appendix C - Page 21 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table LikUNoe -Nde Length Lane Number of Roadway Type Ratraeio Fvelhr) (ph Link#

UNod D-ode (mi) Width (ft) Lanes Satattio FlowFFS mph 1120 56 1020 0.04 10 1 Collector / Local Road 800 25 1121 1020 56 0.04 10 1 Collector / Local Road 800 25 1122 57 1110 0.225 10 1 Collector/ Local Road 800 25 1123 1110 57 0.225 10 1 Collector /Local Road 800 25 1124 58 1022 1.268 10 1 Collector /Local Road 800 25 1125 1022 58 1.268 10 1 Collector /Local Road 800 25 1126 59 1108 0.073 10 1 Collector / Local Road 800 25 1127 1108 59 0.073 10 1 Collector/ Local Road 800 25 1128 60 1021 1.066 10 1 Collector/ Local Road 800 25 1129 1021 60 1.066 10 1 Collector /Local Road 800 25 1130 61 1109 0.065 10 1 Collector / Local Road 800 25 1131 1109 61 0.065 10 1 Collector/ Local Road 800 25 1132 62 1113 0.311 10 1 Collector/ Local Road 800 25 1133 1113 62 0.311 10 1 Collector /Local Road 800 25 1134 63 1117 0.369 10 1 Collector /Local Road 800 25 1135 1117 63 0.369 10 1 Collector /Local Road 800 25 1136 64 1024 1.683 10 1 Collector/ Local Road 800 25 1137 1024 64 1.683 10 1 Collector/ Local Road 800 25 1138 65 1023 0.662 10 1 Collector / Local Road 800 25 1139 1023 65 0.662 10 1 Collector / Local Road 800 25 1140 66 1118 0.302 10 1 Collector /Local Road 800 25 1141 1118 66 0.302 10 1 Collector/ Local Road 800 25 1142 67 1036 1.293 10 1 Collector/ Local Road 800 25 1143 1036 67 1.293 10 1 Collector / Local Road 800 25 1144 68 1033 0.646 10 1 Collector / Local Road 800 25 1145 1033 68 0.646 10 1 Collector /Local Road 800 25 1146 69 1035 1.05 10 1 Collector / Local Road 800 25 1147 1035 69 1.05 10 1 Collector/ Local Road 800 25 1148 70 1034 1.59 10 1 Collector/ Local Road 800 25 1149 1034 70 1.59 10 1 Collector / Local Road 800 25 1150 71 1076 0.691 10 1 Collector /Local Road 800 25 1151 1076 71 0.691 1 10 1 Collector /Local Road 800 25 1152 72 1075 0.275 10 1 Collector / Local Road 800 25 1153 1075 72 0.275 10 1 Collector/ Local Road 800 25 1154 73 825 1.71 10 1 Collector/ Local Road 800 25 1155 825 73 1.71 10 1 Collector / Local Road 800 25 1156 74 818 1.701 10 1 Collector /Local Road 800 25 1157 818 74 1.701 10 1 Collector / Local Road 800 25 1158 75 819 2.585 10 1 Collector/ Local Road 800 25 1159 819 75 2.585 10 1 Collector/ Local Road 800 25 1160 76 959 0.573 10 1 Collector/ Local Road 800 25 1161 959 76 0.573 10 1 Collector / Local Road 800 25 1162 77 959 1.614 10 1 Collector/ Local Road 800 25 1163 959 77 1.614 10 1 Collector/ Local Road 800 25 1164 78 821 1.183 10 1 Collector / Local Road 800 25 1165 821 78 1.183 10 1 Collector /Local Road 800 25 1166 79 821 0.743 10 1 Collector / Local Road 800 25 1167 821 79 0.743 10 1 Collector / Local Road 800 25 1168 80 1003 0.912 10 1 Collector/ Local Road 800 25 1169 1003 80 0.912 10 1 Collector /Local Road 800 25 1170 81 1048 0.423 10 1 Collector / Local Road 800 25 1171 1048 81 0.423 10 1 Collector/ Local Road 800 25 1172 82 761 1.606 10 1 Collector/ Local Road 800 25 1173 761 82 1.606 10 1 Collector/ Local Road 800 25 1174 83 1049 1.434 10 1 Collector /Local Road 800 25 1175 1049 83 1.434 10 1 Collector / Local Road 800 25 Page 21 of 43 Page 2 of43Appendix C - Page 22 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table LikUNoe -Nde Length Lane Number of Roadway Type Ratraeio Fvelhwr (ph Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 1176 84 1050 1.382 10 1 Collector /Local Road 800 25 1177 1050 84 1.382 10 1 Collector/ Local Road 800 25 1178 85 631 0.635 10 1 Collector / Local Road 800 25 1179 631 85 0.635 10 1 Collector /Local Road 800 25 1180 86 690 0.903 10 1 Collector /Local Road 800 25 1181 690 86 0.903 10 1 Collector / Local Road 800 25 1182 87 685 1.035 10 1 Collector/ Local Road 800 25 1183 685 87 1.035 10 1 Collector / Local Road 800 25 1184 88 679 0.4 10 1 Collector / Local Road 800 25 1185 679 88 0.4 10 1 Collector / Local Road 800 25 1186 89 774 0.245 10 1 Collector / Local Road 800 25 1187 774 89 0.245 10 1 Collector /Local Road 800 25 1188 90 1086 0.365 10 1 Collector/ Local Road 800 25 1189 1086 90 0.365 10 1 Collector /Local Road 800 25 1190 91 663 0.678 10 1 Collector / Local Road 800 25 1191 663 91 0.678 10 1 Collector/ Local Road 800 25 1192 92 1053 0.708 10 1 Collector / Local Road 800 25 1193 1053 92 0.708 10 1 Collector I Local Road 800 25 1194 93 686 0.302 1 10 1 Collector/ Local Road 800 25 1195 686 93 0.302 10 1 Collector/ Local Road 800 25 1196 94 680 0.168 10 1 Collector/ILocal Road 800 25 1197 680 94 0.168 10 1 Collector / Local Road 800 25 1198 95 1055 0.916 10 1 Collector/ Local Road 800 25 1199 1055 95 0&916 10 1 Collector/ Local Road 800 25 1200 96 1054 1.428 10 1 Collector/ Local Road 800 25 1201 1054 96 1.428 10 1 Collector /Local Road 800 25 1202 97 1056 1.468 10 1 Collector/ Local Road 800 25 1203 1056 97 1.468 10 1 Collector/ Local Road 800 25 1204 98 1085 0.255 10 1 Collector / Local Road 800 25 1205 1085 98 0.255 10 1 Collector / Local Road 800 25 1206 99 1083 1.39 10 1 Collector /Local Road 800 25 1207 1083 99 1.39 10 1 Collector/ Local Road 800 25 1208 100 1080 1.555 10 1 Collector/ Local Road 800 25 1209 1080 100 1.555 10 1 Collector /Local Road 800 25 1210 101 1063 1.746 10 1 Collector /Local Road 800 25 1211 1063 101 1.746 10 1 Collector/ Local Road 800 25 1212 101 1064 0.516 10 1 Collector/ Local Road 800 25 1213 1064 101 0.516 10 1 Collector/ Local Road 800 25 1214 102 1057 1.139 10 1 Collector /Local Road 800 25 1215 1057 102 1.139 10 1 Collector /Local Road 800 25 1216 103 1079 0.221 10 1 Collector / Local Road 800 25 1217 1079 103 0.221 10 1 Collector/ Local Road 800 25 1218 104 632 1.09 10 1 Collector /Local Road 800 25 1219 632 104 1.09 10 1 Collector/ Local Road 800 25 1220 105 1058 1.297 10 1 Collector/ Local Road 800 25 1221 1058 105 1.297 10 1 Collector/ Local Road 800 25 1222 106 1060 0.467 10 1 Collector / Local Road 800 25 1223 1060 106 0.467 10 1 Collector / Local Road 800 25 1224 107 1061 0.122 10 1 Collector/ Local Road 800 25 1225 1061 107 0.122 10 1 Collector /Local Road 800 25 1226 108 1062 0.215 10 1 Col lector/ Local Road 800 25 1227 1062 108 0.215 10 1 Collector/ Local Road 800 25 1228 109 1078 1.779 10 1 Collector/ Local Road 800 25 1229 1078 109 1.779 10 1 Collector /Local Road 800 25 1230 110 1090 0.704 10 1 Collector / Local Road 800 25 1231 11090 110 0.704 10 1 Collector/ Local Road 800 25 Page 22 of 43 Page22 o43Appendix C - Page 23 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr)FF(mh 1232 ill 1088 0.51 10 1 Collector /LocaliRoad 800 25 1233 1088 ill 0.51 10 1 Collector /Local Road 800 25 1234 112 1089 0.529 10 -1 Collector / Local Road 800 25 1235 1089 112 0.529 10 1 Collector/ Local Road 800 25 1236 113 1098 0.116 10 1 Collector /Local Road 800 25 1237 1098 113 0.116 10 1 Collector/ Local Road 800 25 1238 114 1072 1.948 10 1 Collector/ Local Road 800 25 1239 1072 114 1.948 10 1 Collector /Local Road 800 25 1240 115 1073 1.824 10 1 Collector /Local Road 800 25 1241 1073 115 1.824 10 1 Collector/ Local Road 800 25 1242 116 1074 0.291 10 1 Collector/ Local Road 800 25 1243 1074 116 0.291 10 1_ Collector /Local Road 800 25 1244 117 916 0.077 10 1 Collector/ Local Road 800 25 1245 916 117 0.077 10 1 Collector/ Local Road 800 25 1246 118 876 0.388 10 1 Collector / Local Road 800 25 1247 876 118 0.388 10 1 Collector /Local Road 800 25 1248 119 866 0.55 10 1 Collector/ Local Road 800 25 1249 866 119 0.55 10 1 Collector / Local Road 800 25 1250 120 593 1.271 10 1 Collector /Local Road 800 25 1251 593 120 1.271 10 1 Collector/ Local Road 800 25 1252 121 1006 0.367 10 1 Collector / Local Road 800 25 1253 1006 121 0.367 10 1 Collector /Local Road 800 25 1254 122 812 0.818 10 1 Collector /Local Road 800 25 1255 812 122 0.818 10 1 Collector/ Local Road 800 25 1256 123 953 0.279 10 1 Collector/ Local Road 800 25 1257 953 123 0.279 10 1_ Collector / Local Road 800 25 1258 124 345 0.777 10 1 Collector/ Local Road 800 25 1259 345 124 0.777 10 1 Collector/ Local Road 800 25 1260 125 367 0.048 10 1 Collector / Local Road 800 25 1261 367 125 0.048 10 1 Collector /Local Road 800 25 1262 126 1007 0.338 10 1 Collector /Local Road 800 25 1263 1007 126 0.338 10 1 Collector/ Local Road 800 25 1264 127 813 0.718 10 1_ Collector/ Local Road 800 25 1265 813 127 0.718 10 1 Collector /Local Road 800 25 1266 128 1087 0.457 10 1 Collector/ Local Road 800 25 1267 1087 128 0.457 10 1 Collector/ Local Road 800 25 1268 129 1042 0.403 10 1 Collector / Local Road 800 25 1269 1042 129 0.403 10 1 Collector / Local Road 800 25 1270 147 240 1.958 12 1 Major Arterial 1300 45 1271 240 147 1.958 12 1 Major Arterial 1300 45 1272 147 148 0.961 12 1 Major Arterial 1300 45 1273 148 147 0.961 12 1 -Major Arterial 1300 45 1274 139 177 5.224 12 1 Principal Arterial 1600 55 1275 177 139 5.224 12 1 Principal Arterial 1600 55 1276 154 157 1.532 11 1 Minor Arterial 1300 35 1277 157 154 1.532 11 1 Minor Arterial 1300 35 1278 155 598 3.071 12 2 Principal Arterial 3700 55 1279 597 155 3.072 12 2 Principal Arterial 3700 55 1280 156 157 0.803 11 1 Minor Arterial 1300 35 1281 157 156 0.803 11 1 Minor Arterial 1300 35 1282 162 163 1.997 12 1 Principal Arterial 1600 55 _

1283 163 162 1.997 12 1 Principal Arterial 1600 55 1284 165 177 4.016 12 1 Major Arterial 1300 45 1285 177 165 4.016 12 1 Major Arterial 1300 45 1286 166 167 4.025 12 1 Major Arterial 1300 45 1287 167 166 4.025 12 1 Major Arterial 1300 45 Page 23 of 43 Page23 o 43Appendix C - Page 24 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FS(mh 1288 169 246 0.147 12 1 Collector/ Local Road 1700 40 1289 246 169 0.147 12 1 Collector /Local Road 1700 40 1290 169 170 0.37 12 1 Collector / Local Road 1700 40 1291 170 169 0.37 12 1 Collector /Local Road 1700 40 1292 176 178 0.361 12 1 Principal Arterial 1700 30 1293 178 176 0.361 12 1 Principal Arterial 1700 30 1294 178 179 0.125 12 1 Principal Arterial 1700 30 1295 179 178 0.125 12 1 Principal Arterial 1700 30 1296 179 180 0.185 12 1 Principal Arterial 1700 30 1297 180 179 0.185 12 1 Principal Arterial 1700 30 1298 180 181 0.254 12 1 Principal Arterial 1600 30 1299 181 180 0.254 12 1 Principal Arterial 1600 30 1300 181 245 0.245 12 1 Principal Arterial 1700 35 1301 245 181 0.245 12 1 Principal Arterial 1700 35 1302 173 183 0.52 12 1 Major Arterial 1300 45 1303 183 173 0.52 12 1 Major Arterial 1300 45 1304 179 184 0.524 12 1 Major Arterial 1700 30 1305 184 179 0.524 12 1 Major Arterial 1700 30 1306 187 213 2.642 12 1 Minor Arterial 1300 40 1307 213 187 2.642 12 1 Minor Arterial 1300 40 1308 189 190 0.539 12 1 Minor Arterial 1300 40 1309 190 189 0.539 12 1 Minor Arterial 1300 40 1310 199 202 0.375 12 1 Major Arterial 1700 40 1311 202 199 0.375 12 1 Major Arterial 1700 40 1312 202 208 0.457 12 1 Major Arterial 1700 40 1313 208 202 0.457 12 1 Major Arterial 1700 40 1314 203 209 0.137 12 1 Principal Arterial 1700 35 1315 209 203 0.137 12 1 Principal Arterial 1700 35 1316 205 206 0.302 12 1 Major Arterial 1700 25 1317 206 205 0.302 12 1 Major Arterial 1700 25 1318 206 208 0.368 12 1 Major Arterial 1700 30 1319 208 206 0.368 12 1 Major Arterial 1700 30 1320 207 209 0.059 12 1 Principal Arterial 1600 30 1321 209 207 0.059 12 1 Principal Arterial 1600 30 1322 211 720 0.801 12 1 Ramp 1500 35 1323 208 218 0.296 12 1 Collector/ Local Road 1700 40 1324 218 208 0.296 12 1 Collector /Local Road 1700 40 1325 213 243 1.989 12 1 Principal Arterial 1600 55 1326 243 213 1.989 12 1 Principal Arterial 1600 55 1327 207 224 0.471 12 1 Principal Arterial 1600 45 1328 224 207 0.471 12 1 Principal Arterial 1600 45 1329 218 220 0.5 12 1 Collector/ Local Road 1700 45 1330 220 218 0.5 12 1 Collector / Local Road 1700 45 1331 220 255 0.425 12 1 Collector /Local Road 1700 45 1332 255 220 0.425 12 1 Collector / Local Road 1700 45 1333 212 228 1.05 12 1 Principal Arterial 1700 55 1334 228 212 1.05 12 1. Principal Arterial 1700 55 1335 225 229 2.869 12 1 Major Arterial 1300 40 1336 229 225 2.869 12 1 Major Arterial 1300 40 1337 226 227 0.045 12 1 Collector/ Local Road 1300 40 1338 227 226 0.045 12 1 Collector / Local Road 1300 40 1339 231 237 0.193 12 1 Principal Arterial 1600 35 1340 237 231 0.193 12 1 Principal Arterial 1600 35 1341 635 731 1.861 12 1 Major Arterial 1300 45 1342 731 635 1.861 12 1 Major Arterial 1300 45 1343 195 711 0.852 12 1 Principal Arterial 1600 45 Page 24 of 43 o43Appendix Page24 C - Page 25 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd Lik -Nde -oe DNoe Length (ml) Lane(ft) Number Width Lanes of Roadway Type Ratraeio Felhrw FFte(mph)h

___(mph) 1344 711 195 0.852 12 1 Principal Arterial 1600 45 1345 142 165 2.012 12 1 Minor Arterial 1300 40 1346 165 142 2.012 12 1 Minor Ar-terial 1300 40 1347 184 188 0.676 12 1 Major Arterial 1700 35 1348 188 184 0.676 12 1 Major Arterial 1700 35 1349 170 178 0.442 12 1 Collector / Local Road 1700 40 1350 178 170 0.442 12 1 Collector / Local Road 1700 40 1351 168 169 0.321 12 1 Collector /Local Road 1700 40 1352 169 168 0.321 12 1 Collector /Local Road 1700 40 1353 209 223 0.431 12 1 Major Arterial 1700 35 1354 223 209 0.431 12 1- Major Arterial 1700 35 1355 145 154 1.498 12 1 Major Arterial 1300 45 1356 154 145 1.498 12 1 Major Arterial 1300 45 1357 218 226 0.486 12 1 Collector / Local Road 1300 40 1358 226 218 0.486 12 1 Collector / Local Road 1300 40 1359 217 218 0.249 12 1 Collector/ Local Road 1700 45 1360 218 217 0.249 12 1 Collector /Local Road 1700 45 1361 199 235 0.394 12 1 Major Arterial 1700 45 1362 235 199 0.394 12 1 Major Arterial 1700 45 1363 229 232 2.955 12 1 Major Arterial 1300 55 1364 232 229 2.955 12 1 Major Arterial 1300 55 1365 187 245 0.446 12 1 Minor Arterial 1300 40 1366 245 187 0.446 12 1 Minor Arterial 1300 40 1367 188 239 1.197 12 1 Major Arterial 1300 45 1368 1 239 188 1.197 12 1 1 Major Arterial 1300 45 1369 249 144 0.851 12 2 Freeway 4100 65 1370 138 149 0.492 12 2 Freeway 4100 65 1371 723 256 0.201 12 1 Ramp 1500 35 1372 315 472 0.683 12 1 Major Arterial 1300 45 1373 472 315 0.683 12 1 Major Arterial 1300 45 1374 267 266 0.149 12 1 Minor Arterial 1700 40 1375 196 198 0.433 12 2 Freeway 4100 65 1376 197 194 0.43 12 2 Freeway 4100 65 1377 153 249 0.979 12 2 Freeway 4100 65 1378 149 252 1.05 12 2 Freeway 4100 65 1379 136 138 0,656 12 2 Freeway 4100 65 1380 144 146 0.662 12 2 Freeway 4100 65 1381 161 164 0.471 12 2 Freeway 4100 65 1382 259 159 0.494 12 2 Freeway 4100 65 1383 270 451 0.886 12 2 Freeway 4100 65 1384 271 270 0.506 12 2 Freeway 4100 65 1385 272 643 0.68 12 2 Freeway 4100 65 1386 273 642 0.447 12 3 Freeway 6150 65 1387 277 276 0.225 12 3 Freeway 6150 65 1388 278 482 0.514 12 2 Freeway 4100 65 1389 281 280 0.234 12 2 Freeway 4100 65 1390 428 282 0.047 12 2 Freeway 4100 65 1391 286 285 0.472 12 3 Freeway 6150 65 1392 288 287 0.222 12 2 Freeway 4100 65_

1393 290 289 0.242 12 2 Freeway 4100 65 1394 276 291 0.079 12 3 Freeway 6150 65 1395 293 292 0.204 12 3 Freeway 6150 65 1396 295 296 0.563 12 2 Freeway 4100 65 1397 484 297 1.172 12 2 Freeway 4100 65 1398 298 484 0.493 12 2 Freeway 4100 65 1399 300 385 0.273 12 1 Principal Arterial 1700 45 Page 25 of 43 o 43Appendix Page25 C - Page 26 of 52

Appendix C Braidwood NGS Bradwoo Appedix Network NGSRoadway Data Table Lik#

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

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFFS mph 1400 301 423 0.122 12 2 Principal Arterial 3350 45 1401 535 304 0.045 12 3 Freeway 6150 65 1402 418 308 0.223 12 1 Major Arterial 1700 50 1403 403 309 0.231 12 1 Minor Arterial 1300 40 1404 311 310 0.083 12 1 Major Arterial 1700 50 1405 322 1087 1.679 10 2 Collector! Local Road 800 15 1406 458 463 1.794 12 2 Principal Arterial 3350 45 1407 463 458 1.794 12 2 Principal Arterial 3350 45 1408 328 331 0.56 12 1 Major Arterial 1700 45 1409 331 328 0.56 12 1 Major Arterial 1700 45 1410 329 333 0.835 12 1 Minor Arterial 1700 40 1411 333 329 0.835 12 1 Minor Arterial 1700 40 1412 332 334 0.028 12 1 Major Arterial 1700 45 1413 334 332 0.028 12 1 Major Arterial 1700 45 1414 329 449 1.231 12 1 Minor Arterial 1700 40 1415 449 329 1.231 12 1 Minor Arterial 1700 40 1416 334 335 0.028 12 1 Collector /Local Road 1700 40 1417 333 336 0.074 12 1 Principal Arterial 1700 45 1418 336 333 0.074 12 1 Principal Arterial ___1700 45 1419 328 347 0.822 12 1 Major Arterial ___1700 45 1420 347 328 0.822 12 1 Major Arterial 1700 45 1421 340 341 0.401 12 1 Collector / Local Road 1700 40 1422 341 340 0.401 12 1 Collector! Local Road 1700 40 1423 341 343 0.123 12 1 Collector! Local Road ___1700 40 1424 343 341 0.123 12 1 Collector/ Local Road 1700 40 1425 329 344 0.497 12 1 Collector!/ Local Road 1700 40 1426 344 329 0.497 12 1 Collector / Local Road 1700 40 1427 344 345 0.743 12 1 Collector /Local Road 1700 40 1428 345 344 0.743 12 1 Collector / Local Road 1700 40 1429 335 348 0.54 12 1 Collector/ Local Road 1700 40 1430 348 335 0.54 12 1 Collector / Local Road 1700 40 1431 345 346 0.489 12 1 Collector! Local Road 1700 40 1432 346 345 0.489 12 1 Collector! Local Road 1700 40 1433 340 353 0.258 12 1 Principal Arterial 1700 45 1434 353 340 0.258 12 1 Principal Arterial 1700 45 1435 344 349 0.167 12 1 Collector!/ Local Road 1700 40 1436 349 344 0.167 12 1 Collector! Local Road 1700 40 1437 333 356 0.673 12 1 Collector! Local Road 1700 40 1438 356 333 0.673 12 1 Collector I Local Road 1700 40 1439 347 348 0.506 12 2 Principal Arterial 3350 45 1440 348 347 0.506 12 2 Principal Arterial 3350 45 1441 355 341 0.249 12 1 Principal Arterial 1700 45 1442 342 357 0.252 12 1 Principal Arterial 1700 45 1443 329 350 0.887 12 1 Principal Arterial 1700 45 1444 350 329 0.887 12 1 Principal Arterial 1700 45 1445 349 350 0.491 12 1 Collector!/ Local Road 1700 40 1446 350 349 0.491 12 1 Collector! Local Road 1700 40 1447 352 350 0.105 12 1 Principal Arterial 1700 45 1448 351 353 0.441 12 1 Principal Arterial 1700 45 1449 353 351 0.44 1 12 1___ Principal Arterial 1700 45 1450 353 354 0.123 12 1 Principal Arterial 1700 45 1451 354 353 0.123 12 1 Principal Arterial 1700 45 1452 354 355 0.266 12 1 Principal Arterial 1700 45 1453 355 357 0.15 12 1 Principal Arterial 1700 45 1454 358 359 0.15 12 1 Principal Arterial 1600 45 1455 359 356 0.058 12 1 Principal Arterial 1700 45 Page 26 of 43 Page26o43Appendix C - Page 27 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik UNoe -Nde Length Lane Number of Roadway Type Ratraeio Fvelowhr(ph Link#

UNod D-ode (mi) Width (ft) Lanes Satattio FlowFF5 mph 1456 350 360 0.226 12 1 Principal Arterial ___1700 45 1457 362 352 0.198 12 1 Collector / Local Road 1700 45 1458 363 355 0.198 12 1 Principal Arterial 1700 45 1459 357 364 0.198 12 1 Principal Arterial ___1700 45 1460 351 367 0.233 12 1 Collector / Local Road ___1700 40 1461 367 351 0.233 12 1 Collector /Local Road 1700 40 1462 353 368 0.3 12 1 Principal Arterial 1700 45 1463 368 353 0.3 12 1 Principal Arterial 1700 45 1464 317 346 0.501 12 2 Principal Arterial 3350 45 1465 346 317 0.501 12 2 Principal Arterial 3350 45 1466 363 361 0.23 12 1 Principal Arterial 1700 45 1467 364 363 0.149 12 1 Principal Arterial 1700 45 1468 365 364 0.143 12 1 Principal Arterial 1700 45 1469 362 366 0.121 12 1 Principal Arterial 1700 45 1470 366 365 0.107 12 1 Principal Arterial 1600 45 1471 369 370 0.522 12 1 Collector /Local Road 1700 40 1472 370 369 0.522 12 1 Collector / Local Road 1700 40 1473 349 374 0.318 12 -1 Collector /Local Road 1700 40 1474 374 349 0.318 12 1 Collector/ Local Road 1700 40 1475 360 374 0.513 12 1 Major Arterial 1700 50 1476 374 360 0.513 12 1 Major Arterial 1700 50 1477 372 363 0.13 12 1 Principal Arterial 1700 45 1478 360 377 0.222 12 1 Major Arterial 1700 50 1479 317 375 1.191 12 1 Principal Arterial 1700 45 1480 375 317 1.191 12 1 Principal Arterial 1700 45 1481 379 372 0.25 12 1 Principal Arterial 1700 45 1482 378 362 0.283 12 1 Collector / Local Road 1700 45 1483 373 467 0.257 12 1 Principal Arterial 1700 45 1484 371 380 0.509 12 1 Collector /Local Road 1700 40 1485 380 371 0.509 12 1 Collector / Local Road 1700 40 1486 378 381 0.294 12 1 Major Arterial 1700 50 1487 381 378 0.294 12 1 Major Arterial 1700 50 1488 370 382 0.494 12 1 Minor Arterial 1700 40 1489 382 370 0.494 12 1 Minor Arterial 1700 40 1490 385 379 0.258 12 1 Principal Arterial 1700 45 1491 380 382 0.627 12 1 Collector/ Local Road 1700 40 1492 382 380 0.627 12 1 Collector/ Local Road 1700 40 1493 382 385 0.365 12 1 Minor Arterial 1700 40 1494 385 382 0.365 12 1 Minor Arterial 1700 40 1495 347 392 0.97 12 1 Major Arterial 1700 45 1496 392 347 0.97 12 1 Major Arterial 1700 45 1497 386 387 0.287 12 1- Major Arterial 1700 45 1498 387 386 0.287 12 1 Major Arterial 1700 45 1499 389 390 0.06 12 1 Major Arterial 1700 45 1500 390 389 0.06 12 1 Major Arterial 1700 45 1501 376 391 0.923 12 1 Major Arterial 1700 45 1502 391 376 0.923 12 1- Major Arterial 1700 45 1503 386 395 0.185 12 1 Principal Arterial 1700 45 1504 596 427 0.105 12 2 Principal Arterial 3350 45 1505 424 436 0.089 12 2 Principal Arterial 3350 45 1506 430 534 0.4 12 1 Ramp 1500 35 1507 429 434 0.28 12 1 Minor Arterial 1300 40 1508 434 429 0.28 12 1 Minor Arterial 1300 40 1509 434 435 0.1 12 1 Minor Arterial 1700 40 1510 435 434 0.1 12 1 Minor Arterial 1700 40 1511 435 437 0.799 12 1 Minor Arterial 1700 40 Page 27 of 43 Page27 o 43Appendix C - Page 28 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio(h lh) FFS (mph)

______ ______ (ml) Width (ft) Lanes Rate________

1512 437 435 0.799 12 1 Minor Arterial 1700 40 1513 439 443 0.143 12 1 Collector /Local Road 1300 40 1514 443 439 0.143 12 1 Collector/ Local Road 1300 40 1515 443 518 0.877 12 2 Principal Arterial 3350 45 1516 518 443 0.877 12 2 Principal Arterial 3350 45 1517 266 445 0.513 12 1 Minor Arterial 1700 40 1518 445 266 0.513 12 1 Minor Arterial 1700 40 1519 440 446 0.283 12 1 Principal Arterial 1700 35 1520 446 440 0.283 12 1 Principal Arterial 1700 35 1521 436 447 0.749 12 1 Collector/ Local Road 1300 40 1522 447 436 0.749 12 1 Collector / Local Road 1300 40 1523 268 444 0.993 12 1 Major Arterial 1700 45 1524 444 268 0.993 12 1 Major Arterial 1700 45 1525 445 446 0.203 12 1 Major Arterial 1700 45 1526 446 445 0.203 12 1 Major Arterial 1700 45 1527 446 448 0.238 12 1 Principal Arterial 1700 35 1528 448 446 0.238 12 1 Principal Arterial 1700 35 1529 449 450 1.833 12 1 Major Arterial 1700 45 1530 450 449 1.833 12 1 Major Arterial 1700 45 1531 453 990 0.822 12 1- Major Arterial 1700 45 1532 990 453 0.822 12 1 -MajorArterial 1700 45 1533 346 449 0.5 12 2 Principal Arterial 3350 45 1534 449 346 0.5 12 2 Principal Arterial 3350 45 1535 452 454 0.879 12 2 Freeway 4100 65 1536 450 457 1.001 12 1 Minor Arterial 1700 40 1537 457 450 1.001 12 1 Minor Arterial 1700 40 1538 317 456 1.145 12 1 Principal Arterial 1700 45 1539 456 317 1.145 12 1 Principal Arterial 1700 45 1540 456 457 0.689 12 2 Principal Arterial 3350 45 1541 457 456 0.689 12 2 Principal Arterial 3350 45 1542 457 458 0.858 12 2 Principal Arterial 3350 45 1543 458 457 0.858 12 2 Principal Arterial 3350 45 1544 458 459 1.472 12 2 Principal Arterial 3350 45 1545 459 458 1.472 12 2 Principal Arterial 3350 45 1546 460 462 0.295 12 2 Principal Arterial 3350 45 1547 462 460 0.295 12 2 Principal Arterial 3350 45 1548 454 272 0.459 12 2 Freeway 4100 65 1549 318 320 0.377 12 1 Principal Arterial 1700 45 1550 320 318 0.377 12 1 Principal Arterial 1700 45 1551 321 464 0.324 12 2 Principal Arterial 3350 45 1552 464 321 0.324 12 2 Principal Arterial 3350 45 1553 279 432 2.162 12 2 Freeway 4100 65 1554 322 645 1.069 12 2 Minor Arterial 2600 40 1555 645 322 1.069 12 2 Minor Arterial 2600 40 1556 339 343 0.312 12 1 Principal Arterial 1700 45 1557 343 339 0.312 12 1 Principal Arterial 1700 45 1558 341 337 0.384 12 1 Principal Arterial 1700 45 1559 471 473 0.817 12 1 Major Arterial 1300 45 1560 473 471 0.817 12 1 Major Arterial 1300 45 1561 476 536 2.588 12 2 Principal Arterial 3350 45 1562 536 476 2.588 12 2 Principal Arterial 3350 45 1563 482 288 1.15 12 2 Freeway 4100 65 1564 312 313 1.215 12 2 Principal Arterial 3350 45 1565 313 312 1.215 12 2 Principal Arterial 3350 45 1566 313 468 1.267 12 2 Principal Arterial 3350 45 1567 468 313 1.267 12 2 Principal Arterial 3350 45 Page 28 of 43 Page28 o 43Appendix C - Page 29 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (ft) Lanes Roda ye Rate (vehlhr) FF(mh 1568 490 298 0.898 12 2 Freeway 4100 65 1569 314 477 0.457 12 1 Major Arterial 1300 45 1570 477 314 0.457 12 1 Major Arterial 1300 45 1571 312 485 1.053 12 2 Principal Arterial 3350 45 1572 485 312 1.053 12 2 Principal Arterial 3350 45 1573 485 486 0.435 12 2 Principal Arterial 3350 45 1574 486 485 0.435 12 2 Principal Arterial 3350 45 1575 296 478 2.261 12 2 Freeway 4100 65 1576 486 492 0.913 12 2 Principal Arterial 3350 45 1577 492 486 0.913 12 2 Principal Arterial 3350 45 1578 469 487 0.42 1 12 2 Principal Arterial 3350 45 1579 487 469 0.42 1 12 2 Principal Arterial 3350 45 1580 299 489 0.929 12 2 Freeway 4100 65 1581 495 498 3.986 12 1 Principal Arterial 1600 55 1582 498 495 3.986 12 1 Principal Arterial 1600 55 1583 504 523 0.96 12 2 Principal Arterial 3700 55 1584 507 517 1.657 12 1 Major Arterial 1300 45 1585 517 507 1.657 12 1 Major Arterial 1300 45 1586 509 510 0.632 12 1 Principal Arterial 1700 55___

1587 510 509 0.632 12 1 Principal Arterial 1700 55___

1588 443 514 0.499 12 1 Collector / Local Road 1300 40___

1589 514 443 0.499 12 1 Collector I Local Road 1300 40___

1590 512 513 0.483 12 1 Collector /Local Road 1700 40___

1591 513 512 0.483 12 1 Collector/ Local Road 1700 40___

1592 506 441 1.71 12 2 Principal Arterial 3350 4 1593 448 512 0.564 12 1 Principal Arterial 1700 3 1594 512 448 0.564 12 1 Principal Arterial 1700 35 1595 506 517 0.988 12 1 Major Arterial 1300 45 1596 517 506 0.988 12 1- Major Arterial 1300 45 1597 493 507 2.645 12 1 Principal Arterial 1600 55 1598 507 493 2.645 12 1 Principal Arterial 1600 55 1599 494 521 0.653 12 1 Principal Arterial 1600 55 1600 521 494 0.653 12 1 Principal Arterial 1600 55 1601 497 503 2.316 12 2 Principal Arterial 3700 55 1602 500 496 0.466 12 2 Principal Arterial 3700 55 1603 503 499 0.449 12 2 Principal Arterial 3700 55 1604 523 497 0.373 12 2 Principal Arterial 3700 55 1605 524 522 0.962 12 2 Principal Arterial 3700 55 1606 522 520 1.933 12 2 Principal Arterial 3700 55 1607 519 504 1.934 12 2 Principal Arterial 3700 55 1608 496 498 2.311 12 2 Principal Arterial 3700 55 1609 315 497 5.398 12 1 Major Arterial 1300 45 1610 497 315 5.398 12 1 Major Arterial 1300 45 1611 525 526 0.58 12 1 Principal Arterial 1700 30 1612 526 525 0.58 12 1 Principal Arterial 1700 30 1613 495 528 0.301 12 1 Principal Arterial 1600 35 1614 528 495 0.301 12 1 Principal Arterial 1600 35 1615 529 532 2.62 12 1 Principal Arterial 1600 50 1616 532 529 2.62 12 1 Principal Arterial 1600 50 1617 528 1011 0.098 12 1 Principal Arterial 1600 35 1618 1011 528 0.098 12 1 Principal Arterial 1600 35 1619 530 532 0.161 12 1 Principal Arterial 1600 45 1620 532 530 0.161 12 1 Principal Arterial 1600 45 1621 273 320 0.757 12 1 Ramp 1500 35 1622 284 539 1.257 12 2 Freeway 4100 65 1623 467 386 0.275 12 1 Principal Arterial 1700 45 Page 29 of 43 C - Page 30 of 52 o43Appendix Page29

Appendix C Braidwood NGS Appedix Network Data Table Bradwoo NGSRoadway Link # U-Node 0-Node Length Lane Number of Roadway Type Ratraeio Fvelow FFS (mph)

______ (ml) Width (ft) Lanes Rate_____________

1624 442 505 1.712 12 2 Principal Arterial 3350 45 1625 468. 469 1.209 12 2 Principal Arterial 3350 45 1626 469 468 1.209 12 2 Principal Arterial 3350 45 1627 537 536 1.009 12 2 Principal Arterial 3350 45_

1628 536 516 1.004 12 2 Principal Arterial 3350 45 1629 438 537 0.649 12 2 Principal Arterial 3350 45 1630 537 438 0.649 12 2 Principal Arterial 3350 45

.1631 642 271 0.642 12 2 Freeway 4100 65 1632 539 279 0.505 12 2 Freeway 4100 65 1633 585 565 0.379 12 1 Ramp 1500 35 1634 566 572 0.393 12 1 Ramp 1500 35 1635 807 1092 0.425 12 1 Minor Arterial 1700 40 1636 1092 807 0.425 12 1 Minor Arterial 1700 40 1637 587 558 0.121 12 1 Major Arterial 1300 45 1638 588 587 0.122 12 1 Major Arterial 1300 45 1639 401 595 0.235 12 2 Freeway 4100 65 1640 501 597 1.97 12 2 Principal Arterial 3700 55 1641 598 502 1.969 12 2 Principal Arterial 3700 55 1642 203 241 0.262 12 1 Principal Arterial 1600 35 1643 241 203 0.262 12 1 Principal Arterial 1600 35 1644 234 243 4.022 12 1 Major Arterial 1300 55 1645 243 234 4.022 12 1 Major Arterial 1300 55 1646 211 724 0.532 12 -2 Freeway 4100 65 1647 602 720 1.172 12 1 Major Arterial 1300 45 1648 720 602 1.172 12 1 Major Arterial 1300 45 1649 603 757 1.877 12 1 Major Arterial 1300 55 1650 757 603 1.877 12 1 Major Arterial 1300 55 1651 327 463 2.736 12 1 Major Arterial 1700 45 1652 463 327 2.736 12 1 Major Arterial 1700 45 1653 619 623 0,675 12 2 Freeway 4100 65 1654 628 678 0.163 10 1 Collector/ Local Road 1300 25 1655 678 628 0.163 10 1 Collector / Local Road 1300 25 1656 334 340 1.136 12 1 Major Arterial 1700 45 1657 340 334 1.136 12 1 Major Arterial 1700 45 1658 348 351 0.584 12 1 Principal Arterial 1700 45 1659 351 348 0.584 12 1 Principal Arterial 1700 45 1660 224 226 0.609 12 1 Major Arterial 1300 45 1661 226 224 0.609 12 1 Major Arterial 1300 45 1662 639 640 0,558 12 2 Freeway 4100 65 1663 641 638 0.536 12 2 Freeway 4100 65 1664 316 453 0.054 12 1 Major Arterial 1300 45 1665 453 316 0.054 12 1 Major Arterial 1300 45 1666 505 515 2.104 12 1 Major Arterial 1300 45 1667 515 505 2.104 12 1 Major Arterial 1300 45 1668 649 767 0.292 12 1 Minor Arterial 1700 40 1669 767 649 0.292 12 1 Minor Arterial 1700 40 1670 604 651 0.453 12 1 Major Arterial 1300 45 1671 651 604 0.453 12 1 Major Arterial 1300 45 1672 604 784 0.38 12 1 Major Arterial 1700 45 1673 784 604 0.38 12 1 Major Arterial 1700 45 1674 652 785 4.318 12 1 Major Arterial 1300 55 1675 785 652 4.318 12 1 Major Arterial 1300 55 1676 656 659 0.586 12 1 Principal Arterial 1600 55 1677 659 656 0.586 12 1 Principal Arterial 1600 55 1678 657 660 1 12 1 Major Arterial 1300 55 1679 660 657 -1 12 1 Major Arterial 1300 55 Page 30 of 43 Page30 o43Appendix C - Page 31 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Fhlow FFS (mph)

_____ ______ (mi) Width (ft) Lanes Rate________

1680 615 662 0.177 12 2 Principal Arterial 3350 45 1681 662 615 0.177 12 2 Principal Arterial 3350 45 1682 634 786 0.447 12 1 Major Arterial 1300 55 1683 786 634 0.447 12 1 Major Arterial 1300 55 1684 663 673 0.744 12 1 Major Arterial 1700 25 1685 673 663 0.744 12 1 Major Arterial 1700 25 1686 671 775 0.447 12 2 Principal Arterial 2800 35 1687 775 671 0.447 12 2 Principal Arterial 2800 35 1688 674 773 0.852 12 1 Major Arterial 1700 40 1689 773 674 0.852 12 1 Major Arterial 1700 40 1690 607 677 4.012 12 1 Major Arterial 1300 55 1691 677 607 4.012 12 1 Major Arterial 1300 55 1692 543 677 1.905 12 1 Minor Arterial 1300 40 1693 677 543 1.905 12 1 Minor Arterial 1300 40 1694 676 678 0.874 10 1 Collector / Local Road 1300 30 1695 678 676 0.874 10 1 Collector / Local Road 1300 30 1696 672 679 0.479 10 1 Collector / Local Road 800 25 1697 679 672 0.479 10 1 Collector / Local Road 800 25 1698 628 680 0.64 10 1 Collector/ Local Road 800 25 1699 680 628 0.64 10 1 Collector/ Local Road 800 25 1700 682 687 0.403 12 1 Major Arterial 1700 45 1701 687 682 0.403 12 1 Major Arterial 1700 45 1702 683 684 0.097 12 1 Collector /Local Road 1700 40 1703 684 683 0.097 12 1 Collector / Local Road 1700 40 1704 686 684 0.348 12 1 Collector/I Local Road 1700 40 1705 687 686 0.395 12 1 Collector /Local Road 1700 40 1706 687 688 0U67 12 1 -Major Arterial 1700 25 1707 688 687 0.367 12 1 Major Arterial 1700 25 1708 688 774 0.179 12 1 Major Arterial 1700 25 1709 774 688 0.179 12 1 Major Arterial 1700 25 1710 685 774 0.49 12 1 Major Arterial 1700 25 1711 774 685 0.49 12 1 -Major Arterial 1700 25 1712 630 687 0.406 12 1 Major Arterial 1700 45 1713 687 630 0.406 12 1 Major Arterial 1700 45 1714 691 776 0.638 12 1 Major Arterial 1300 45 1715 776 691 0.638 12 1 Major Arterial 1300 45 1716 689 693 0.702 12 1 Major Arterial 1700 35 1717 693 689 0.702 12 1 Major Arterial 1700 35 1718 677 701 1.943 12 1 Major Arterial 1300 55 1719 701 677 1.943 12 1 Major Arterial 1300 55 1720 697 698 0.286 12 1 Major Arterial 1300 45 1721 698 697 0.286 12 1 Major Arterial 1300 45 1722 698 699 2.164 12 1 Major Arterial 1300 45 1723 699 698 2.164 12 1 Major Arterial 1300 45 1724 631 704 3.915 12 1 Major Arterial 1300 55 1725 704 631 3.915 12 1 Major Arterial 1300 55 1726 631 778 3.01 12 1 Major Arterial 1300 55 1727 778 631 3.01 12 1 Major Arterial 1300 55 1728 705 778 0.796 12 1 Major Arterial 1300 40 1729 778 705 0.796 12 1 Major Arterial 1300 40 1730 708 709 0.315 12 1 Minor Arterial 1700 35 1731 709 708 0.315 12 1 Minor Arterial 1700 35 1732 709 710 0.51 11 1 Minor Arterial 1300 35 1733 710 709 0.51 11 1 Minor Arterial 1300 35 1734 710 716 2.167 12 1 Minor Arterial 1700 35 1735 716 710 2.167 12 1 Minor Arterial 1700 35 Page 31 of 43 Page31 o 43Appendix C - Page 32 of 52

Appendix C Braidwood NGS Appedix Network Data Table Bradwoo NGSRoadway Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio

( Felow ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF8 mph 1736 711 712 0.378 12 1 Principal Arterial 1700 35 1737 712 711 0.378 12 1 Principal Arterial 1700 35 1738 713 714 1.428 12 1 Principal Arterial 1700 35 1739 714 713 1.428 12 1 Principal Arterial 1700 35 1740 717 719 5.021 12 A Principal Arterial 1600 45 1741 719 717 5.021 12 1 Principal Arterial 1600 45 1742 647 719 4.305 12 1 Major Arterial 1300 55 1743 719 647 4.305 12 1 Major Arterial 1300 55 1744 723 216 0.513 12 2 Freeway 4100 65 1745 602 721 1 12 1 Major Arterial 1300 45 1746 721 602 1 12 1 Major Arterial 1300 45 1747 722 725 1.993 12 1 Collector/ Local Road 800 45 1748 725 722 1.993 12 1 Collector / Local Road 800 45 1749 725 726 2.015 12 1 Collector /Local Road 800 45 1750 726 725 2.015 12 1 Collector /Local Road 800 45 1751 647 726 3.97 12 1 Collector /Local Road 800 45 1752 726 647 3.97 12 1 Collector / Local Road 800 45 1753 727 728 0.878 11 1 Major Arterial 1300 30 1754 728 727 0.878 11 1 Major Arterial 1300 30 1755 728 730 4.095 12 1 Major Arterial 1300 55 1756 730 728 4.095 12 1- Major Arterial 1300 55 1757 729 739 1.186 12 1 Major Arterial 1300 40 1758 739 729 1.186 12 1 Major Arterial 1300 40 1759 730 962 4.921 12 1 Major Arterial 1300 55 1760 962 730 4.921 12 1 Major Arterial 1300 55 1761 227 734 2.653 12 1 Major Arterial 1300 55 1762 734 227 2.653 12 1 Major Arterial 1300 55 1763 733 734 0.037 12 1 Collector/ Local Road 1300 40 1764 734 733 0.037 12 1 Collector / Local Road 1300 40 1765 737 740 0.749 12 1 Major Arterial 1300 45 1766 740 737 0.749 12 1 Major Arterial 1300 45 1767 738 743 1.419 12 1 Major Arterial 1300 50 1768 743 738 1.419 12 1 Major Arterial 1300 50 1769 739 756 2.772 12 1 Major Arterial 1300 55 1770 756 739 2.772 12 1 Major Arterial 1300 55 1771 740 741 0.787 12 1 Major Arterial 1300 45 1772 741 740 0.787 12 1 Major Arterial 1300 45 1773 741 742 0.346 11 1 Minor Arterial 1300 30 1774 742 741 0.346 11 1 Minor Arterial 1300 30 1775 742 745 0.846 12 1 Major Arterial 1300 45 1776 745 742 0.846 12 1 Major Arterial 1300 45 1777 741 747 1.181 12 1 Major Arterial 1300 45 1778 747 741 1.181 12 1 Major Arterial 1300 45 1779 745 746 0.382 12 1 Major Arterial 1300 45 1780 746 745 0.382 12 1 Major Arterial 1300 45 1781 746 747 0.476 12 1 Major Arterial 1300 45 1782 747 746 0.476 12 1 Major Arterial 1300 45 1783 605 750 0.852 12 1 Major Arterial 1300 45 1784 750 605 0.852 12 1 Major Arterial 1300 45 1785 745 752 0.358 12 1 Major Arterial 1300 45 1786 752 745 0.358 12 1 Major Arterial 1300 45 1787 756 757 2.003 12 1 Major Arterial 1300 55 1788 757 756 2.003 12 1 Major Arterial 1300 55 1789 758 787 1.743 12 1 Major Arterial 1300 45 1790 787 758 1.743 12 1 Major Arterial 1300 45 1791 758 759 0.239 12 1 Major Arterial 1300 45 Page 32 of 43 Page32 o 43Appendix C - Page 33 of 52

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

_____ ______ (ml) Width (ft) Lanes Rate________

1792 759 758 0.239 12 1 Major Arterial 1300 45 1793 752 759 3.528 12 1 Major Arterial 1300 45 1794 759 752 3.528 12 1 Major Arterial 1300 45 1795 744 750 3.124 12 1 Major Arterial 1300 45 1796 750 744 3.124 12 1 Major Arterial 1300 45 1797 756 762 2.008 12 1 Major Arterial 1300 55 1798 762 756 2.008 12 1 Major Arterial 1300 55 1799 762 764 2.006 12 1 Major Arterial 1300 55 1800 764 762 2.006 12 1 Major Arterial 1300 55 1801 760 780 4.037 12 1 Minor Arterial 1300 40 1802 780 760 4.037 12 1 Minor Arterial 1300 40 1803 755 766 7.115 12 1 Major Arterial 1300 45 1804 766 755 7.115 12 1 Major Arterial 1300 45 1805 654 657 3.119 12 1 Major Arterial 1300 45 1806 657 654 3.119 12 1 Major Arterial 1300 45 1807 768 1080 2.197 12 1 Collector / Local Road 1300 40 1808 1080 768 2.197 12 1 Collector / Local Road 1300 40 1809 696 769 3.995 12 1 Major Arterial 1300 45 1810 769 696 3.995 12 1 Major Arterial 1300 45 1811 694 769 1.255 12 1 Major Arterial 1300 45 1812 769 694 1.255 12 1 Major Arterial 1300 45 1813 601 696 4.138 12 1 Major Arterial 1300 45 1814 696 601 4.138 12 1 Major Arterial 1300 45 1815 694 782 1.23 12 1 Minor Arterial 1300 40 1816 782 694 1.23 12 1 Minor Arterial 1300 40 1817 695 700 2.746 12 1 Major Arterial 1300 50 1818 700 695 2.746 12 1 Major Arterial 1300 50 1819 717 782 2.852 12 1 Collector/ Local Road 1300 40 1820 782 717 2.852 12 1 Collector/ Local Road 1300 40 1821 601 707 0.107 12 1- Major Arterial 1700 45 1822 707 601 0.107 12 1 Major Arterial 1700 45 1823 707 708 0.522 12 1 Minor Arterial 1700 35 1824 708 707 0.522 12 1 Minor Arterial 1700 35 1825 714 715 0.445 12 1 Principal Arterial 1700 35 1826 715 714 0.445 12 1 Principal Arterial 1700 35 1827 718 771 0.678 12 1 Major Arterial 1700 45 1828 771 718 0.678 12 1 Major Arterial 1700 45 1829 716 771 0.889 12 1 Major Arterial 1700 45 1830 771 716 0.889 12 1 Major Arterial 1700 45 1831 685 689 0.287 12 1 Major Arterial 1700 25 1832 689 685 0.287 12 1 Major Arterial 1700 25 1833 679 688 0.434 10 1 Collector / Local Road 800 25 1834 688 679 0.434 10 1 Collector / Local Road 800 25 1835 680 681 0.263 10 1 Collector / Local Road 800 25 1836 681 680 0.263 10 1 Collector/ Local Road 800 25 1837 671 672 0.35 12 1 Major Arterial 1700 30 1838 672 671 0.35 12 1 Major Arterial 1700 30 1839 690 692 1.602 12 1 Collector / Local Road 800 55 1840 692 690 1.602 12 1 Collector /Local Road 800 55 1841 607 691 1.002 12 1 Major Arterial 1300 55 1842 691 607 1.ý002 12 1 Major Arterial 1300 55 1843 693 776 1.341 11 1 Major Arterial 1300 35 1844 776 693 1.341 11 1 Major Arterial 1300 35 1845 608 675 0.735 12 1 Major Arterial 1300 50 1846 675 608 0.735 12 1 Major Arterial 1300 50 1847 701 793 2.445 12 1 Major Arterial 1300 55 Page 33 of 43 Page33 o 43Appendix C - Page 34 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

UNod D-ode (mi) Width (ft) Lanes Roda ye Rate (vehlhr)FS(mh 1848 793 701 2.445 12 1 Major Arterial 1300 55 1849 727 729 0.159 12 1 Major Arterial 1300 40 1850 729 727 0.159 12 1 Major Arterial 1300 40 1851 648 727 0.524 12 1 Major Arterial 1300 40 1852 727 648 0.524 12 1 Major Arterial 1300 40 _

1853 731 733 0.531 12 1 Major Arterial 1300 45 _

1854 733 731 0.531 12 1 Major Arterial 1300 45 1855 747 755 0.256 12 1 -Major Arterial 1300 45 1856 755 747 0.256 12 1 Major Arterial 1300 45 1857 652 653 0.727 12 1 Major Arterial 1300 55 1858 653 652 0.727 12 1 Major Arterial 1300 55 1859 754 755 0.895 12 1 Major Arterial 1300 45 1860 755 754 0.895 12 1 Major Arterial 1300 45 1861 752 754 0.909 12 1 Major Arterial 1300 45 1862 754 752 0.909 12 1 Major Arterial 1300 45 1863 696 770 1.247 12 1 Major Arterial 1300 45 1864 770 696 1.247 12 1 Major Arterial 1300 45 1865 735 741 2.706 11 1 Minor Arterial 1300 35 1866 741 735 2.706 11 1 Minor Arterial 1300 35 1867 789 790 0.049 11 1 -Major Arterial 1300 30 1868 790 789 0.049 11 1 Major Arterial 1300 30 1869 790 791 0.214 12 1 Major Arterial 1300 40 1870 791 790 0.14 12 1 Major Arterial 1300 40 1871 553 795 6 12 1 Major Arterial 1300 55 1872 795 553 6 12 1 Major Arterial 1300 55 1873 795 796 1.208 12 1 Major Arterial 1300 55 1874 796 795 1.208 12 1 Major Arterial 1300 55 1875 798 1005 0.091 12 1 Principal Arterial 1600 45 1876 1005 798 0.091 12 1 Principal Arterial 1600 45 1877 799 573 0,393 12 1 Ramp 1500 35 1878 260 800 0.42 12 1 Ramp 1500 35 1879 580 957 0.405 12 1 Major Arterial 1700 50 1880 802 579 0,396 12 1 Major Arterial 1700 50 1881 545 805 2,488 12 1 Minor Arterial 1700 40 1882 805 545 2.488 12 1 Minor Arterial 1700 40 1883 810 577 0.172 12 1 Minor Arterial 1700 40 1884 577 811 0.181 12 1 Principal Arterial ___1700 30 1885 811 577 0.181 12 1 Principal Arterial 1700 30 1886 577 812 0.288 12 1 Principal Arterial 1700 30 1887 812 577 0.288 12 1 Principal Arterial 1700 30 1888 814 827 4.989 12 1 Principal Arterial 1600 55 1889 827 814 4.989 12 1 Principal Arterial 1600 55 1890 547 818 1.52 12 1 Principal Arterial 1600 55 1891 818 547 1.52 12 1 Principal Arterial 1600 55 1892 548 818 1.258 12 1 Principal Arterial 1600 55 1893 818 548 1.258 12 1 Principal Arterial 1600 55 1894 548 819 2.008 12 1 Principal Arterial 1600 55 1895 819 548 2.008 12 1 Principal Arterial 1600 55 1896 549 820 0.129 12 1 Principal Arterial 1700 30 1897 820 549 0.129 12 1 Principal Arterial 1700 30 1898 821 1092 0.682 12 1 Principal Arterial 1700 45 1899 1092 821 0.682 12 1 Principal Arterial 1700 45 1900 611 971 0.424 12 1 Principal Arterial 1600 45 1901 971 611 0.424 12 1 Principal Arterial 1600 45 1902 586 795 5.346 12 1 Major Arterial 1300 45 11903 795 1 586 5.346 1 12 1 1 Major Arterial 1300 45 Page 34 of 43 Page34o43Appendix C - Page 35 of 52

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

______________ (mi) Width (ft) Lanes ___________ Rate (vehlhr) _____

1904 823 824 13.016 12 1 Principal Arterial 1600 45 1905 824 823 13.016 12 1 Principal Arterial 1600 45 1906 548 825 4.025 12 1 -Major Arterial 1300 45 1907 825 548 4.025 12 1 Major Arterial 1300 45 1908 563 829 7.045 12 1 Major Arterial 1300 45 1909 829 563 7.045 12 1 Major Arterial 1300 45 1910 177 834 5.105 12 1 Principal Arterial 1600 55 1911 834 177 5.105 12 1 Principal Arterial 1600 55 1912 833 830 0.239 12 1 Ramp 1500 35 1913 943 833 0.409 12 1 Ramp 1500 35 1914 831 836 0.281 12 1 Ramp 1500 35 1915 838 840 0.284 12 1 Major Arterial 1300 40 1916 840 838 0.284 12 1 Major Arterial 1300 40 1917 840 841 0.22 12 1 Major Arterial 1300 40 1918 841 840 0.22 12 1 Major Arterial 1300 40 1919 841 842 0.203 12 1 Major Arterial 1300 45 1920 842 841 0.203 12 1 M-ajor Arterial 1300 45 1921 857 850 0.218 12 1 Ramp 1500 35 1922 949 977 0.373 12 1 Major Arterial ___1700 40 1923 977 949 0.373 12 1 Major Arterial 1700 40 1924 841 867 2.109 12 1 Major Arterial 1300 40 1925 867 841 2.109 12 1 Major Arterial 1300 40 1926 867 869 0.652 12 1 Major Arterial 1300 55 1927 869 867 0.652 12 1 Major Arterial 1300 55 1928 864 872 0.897 12 2 Principal Arterial 3350 45 1929 872 864 0.897 12 2 Principal Arterial 3350 45 1930 868 873 0.265 12 1 Minor Arterial 1300 40 1931 873 868 0.265 12 1 Minor Arterial 1300 40 1932 874 875 0.395 12 2 Principal Arterial 3350 45 1933 875 874 0.395 12 2 Principal Arterial 3350 45 1934 979 997 0.346 12 1 Principal Arterial 1700 45 1935 997 979 0.346 12 1 Principal Arterial 1700 45 1936 869 911 1.529 12 1 Major Arterial 1300 55 1937 911 869 1.529 12 1 Major Arterial 1300 55 1938 874 876 0.308 12 2 Major Arterial 3100 45 1939 871 878 1.607 12 2 Principal Arterial 2800 35 1940 878 871 1.607 12 2 Principal Arterial 2800 35 1941 876 883 0.537 12 2 -Major Arterial 3100 45 1942 884 874 0.777 12 2 Major Arterial 3100 45 1943 878 879 0.877 12 2 Principal Arterial 2800 35 1944 879 878 0.877 12 2 Principal Arterial 2800 35 1945 879 880 0.185 12 2 Principal Arterial 2800 35 1946 880 879 0.185 12 2 Principal Arterial 2800 35 1947 880 883 0.146 12 2 Principal Arterial 2800 25 1948 883 880 0.146 12 2 Principal Arterial 2800 25 1949 884 886 0.143 12 2 Principal Arterial 2800 25 1950 886 884 0.143 12 2 Principal Arterial 2800 25 1951 890 1008 0.07 12 2 Principal Arterial 3350 45 1952 1008 890 0.07 12 2 Principal Arterial 3350 45 1953 877 892 0.83 12 2. Principal Arterial 2800 35 1954 892 877 0.83 12 2 Principal Arterial 2800 35 1955 889 891 0.225 12 2 Principal Arterial 2800 30 1956 891 889 0.225 12 2 Principal Arterial 2800 30 11957 1 886 891 0.386 12 2 Principal Arterial 2800 30 1958 891 886 0.386 12 2 Principal Arterial 2800 30 1959 883 902 0.182 12 2 Major Arterial 3100 45 Page 35 of 43 Page35o43Appendix C - Page 36 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

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

UNod D-ode (ml) Width (11) Lanes Roda ye Rate (vehlhr)FS(mh 1960 903 884 0.184 12 2 Major Arterial 3100 45 1961 894 895 0.226 12 2 Principal Arterial 2800 35 1962 895 894 0.226 12 2 Principal Arterial 2800 35 1963 895 896 0.241 12 2 Principal Arterial 3350 40 1964 896 895 0.241 12 2 Principal Arterial 3350 40 1965 899 900 1.025 12 1 Principal Arterial 1600 55 1966 900 899 1.025 12 1 Principal Arterial 1600 55 1967 901 904 3.344 12 1 Principal Arterial 1600 55 1968 904 901 3,344 12 1 Principal Arterial 1600 55 1969 889 908 0.185 12 2 Minor Arterial 3400 40 1970 908 889 0.185 12 2 Minor Arterial 3400 40 1971 907 909 2.997 12 1 Principal Arterial 1600 55 1972 909 907 2.997 12 1 Principal Arterial 1600 55 1973 877 914 1.076 11 1 Collector! Local Road 1700 35 1974 914 877 1.076 11 1 Collector /Local Road 1700 35 1975 902 915 0.263 12 2 Major Arterial 3100 45 1976 910 911 1.897 12 1 Principal Arterial 1600 55 1977 911 910 1.897 12 1 Principal Arterial 1600 55 _

1978 918 903 0.261 12 2 Major Arterial 3100 45 1979 912 913 1.008 12 1 Principal Arterial 1600 55 1980 913 912 1.008 12 1 Principal Arterial 1600 55 1981 914 916 0.295 12 1 Collector/ILocal Road 1700 40 1982 916 914 0.295 12 1 Collector /Local Road 1700 40 1983 894 917 0.703 12 1 Collector /Local Road 1700 40 1984 917 894 0.703 12 1 Collector/ Local Road 1700 40 _

1985 599 913 1.516 12 1 Principal Arterial 1600 55 1986 913 599 1.516 12 1 Principal Arterial 1600 55 1987 914 919 0.194 11 1 Collector/ Local Road 1700 35 1988 919 914 0.194 11 1 Collector!/ Local Road 1700 35 1989 919 921 0.295 12 1 Collector/ Local Road 1700 40 1990 921 919 0.295 12 1 Collector /Local Road 1700 40 1991 920 922 0.436 12 1 Minor Arterial 1700 35 1992 922 920 0.436 12 1 Minor Arterial 1700 35 1993 922 926 0.699 12 1 Minor Arterial 1700 40 1994 926 922 0.699 12 1 Minor Arterial 1700 40 1995 920 924 0.704 12 1 Principal Arterial ___1700 45 1996 924 920 0.704 12 1 Principal Arterial ___1700 45 1997 915 925 0.714 12 2 Principal Arterial 3350 45 1998 925 915 0.714 12 2 Principal Arterial .3350 45 1999 924 926 0.156 12 1 Collector/ILocal Road ___1700 40 2000 926 924 0.156 12 1 Collector! Local Road ___1700 40 2001 928 929 1.952 12 1 Major Arterial 1700 45 2002 929 928 1.952 12 1 Major Arterial 1700 45 2003 928 930 1.671 12 2 Principal Arterial 3350 45 2004 930 928 1.671 12 2 Principal Arterial 3350 45 2005 912 936 6.496 12 1 Collector/ Local Road 800 45 2006 936 912 6.496 12 1 Collector! Local Road 800 45 2007 927 937 3.53 12 1 Major Arterial 1300 45 2008 937 927 3.53 12 1 Major Arterial 1300 45 2009 563 564 7.302 12 1 Major Arterial 1300 45 2010 564 563 7.302 12 1 Major Arterial 1300 45 2011 940 941 0.423 12 2 Principal Arterial 2800 35 2012 941 940 0.423 12 2 Principal Arterial 2800 35 2013 939 940 0.752 1 12 2 Collector! Local Road 3400 40 2014 940 939 0.752 12 2 Collector! Local Road 3400 40 2015 861 863 0.489 12 2 Principal Arterial 2800 30 Page 36 of 43 Page36o43Appendix C - Page 37 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Lik#

UNd -oe Length Lane Number of Roadway Type Ratraeio Felorw ___(mph)

Link#

UNod D-ode (ml) Width (ft) Lanes Satattio FlowFF5 mph 2016 863 861 0.489 12 2 Principal Arterial 2800 30 2017 879 920 0.929 12 2 Principal Arterial 3350 45 2018 920 879 0.929 12 2 Principal Arterial 3350 45 2019 877 878 0.885 12 2 Principal Arterial 2800 35 2020 878 877 0.885 12 2 Principal Arterial 2800 35 2021 858 844 0.282 12 1 Ramp 1500 35 2022 945 1002 0.72 12 2 Principal Arterial 3350 45 2023 1002 945 0.72 12 2 Principal Arterial 3350 45 2024 978 994 1.207 12 1 Principal Arterial 1700 45 2025 994 978 1.207 12 1 Principal Arterial 1700 45 2026 948 983 0.142 12 2 Principal Arterial 3350 45 2027 904 907 2.004 12 1 Principal Arterial 1600 55 2028 907 904 2.004 12 1 Principal Arterial 1600 55 2029 599 763 2.01 12 1 Collector! Local Road 1300 40 2030 763 599 2.01 12 1 Collector! Local Road 1300 40 2031 576 950 0.259 10 1 Collector!/ Local Road 800 25 2032 950 576 0.259 10 1 Collector / Local Road 800 25 2033 576 788 0.3 12 1 Major Arterial 1700 30 2034 788 576 0.3 12 1 Major Arterial 1700 30 2035 963 1009 0.45 11 1 -MajorArterial 1300 35 2036 1009 963 0.45 11 1 Major Arterial 1300 35 2037 761 961 5.142 12 1 Major Arterial 1300 55 2038 961 761 5.142 12 1 Major Arterial 1300 55 2039 819 959 3.465 12 1 Principal Arterial 1600 55 2040 959 819 3.465 12 1 Principal Arterial 1600 55 2041 564 825 5.277 12 1 Major Arterial 1300 45 2042 825 564 5.277 12 1 Major Arterial 1300 45 2043 808 960 4.799 12 1 Minor Arterial 1300 40 2044 960 808 4.799 12 1 Minor Arterial 1300 40 2045 826 829 4.956 12 1 Collector / Local Road 800 45 2046 829 826 4,956 12 1 Collector / Local Road 800 45 2047 826 952 1.988 12 1 Collector /Local Road 800 45 2048 952 826 1.988 12 1 Collector! Local Road 800 45 2049 802 953 0.223 10 1 Collector!/ Local Road 800 30 2050 953 802 0.223 10 1 Collector / Local Road 800 30 2051 811 1006 0.54 12 1 Collector /Local Road 1700 40 2052 1006 811 0.254 12 1 Collector! Local Road 1700 40 2053 809 1006 0.25 1 12 1 Collector/ Local Road 1700 40 2054 1006 809 0.25 12 1 Collector!I Local Road 1700 40 2055 799 261 0.744 12 2 Freeway 4100 65 2056 999 958 0.636 12 2 Freeway 4100 65 2057 584 796 4.526 12 1 Major Arterial 1300 45 2058 796 584 4.526 12 1 M~ajor Arterial 1300 45 2059 564 826 9.35 12 1 Major Arterial 1300 45 2060 826 564 9.35 12 1 Major Arterial 1300 45 2061 553 1010 4.685 12 1 Major Arterial 1300 45 2062 1010 553 4.685 12 1 Major Arterial 1300 45 2063 763 787 2.007 12 1 Collector!/ Local Road 1300 40 2064 787 763 2.007 12 1 Collector! Local Road 1300 40 2065 579 797 0.702 12 1 Major Arterial 1700 45 2066 797 579 0.702 12 1 Major Arterial 1700 45 2067 263 800 0.726 12 2 Freeway 4100 65 2068 822 557 0.183 12 1 Principal Arterial 1600 55 2069 590 822 0.326 12 1 Principal Arterial 1600 55 2070 961 962 4.438 12 1 Major Arterial 1300 55 2071 962 961 4.438 12 1 Major Arterial 1300 55 Page 37 of 43 C - Page 38 of 52 o43Appendix Page37

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node Length Lane Number of Roadway Type Ratraeio Felorw FFS (mph)

_____(ml) Width (ft) Lanes Rate______r 2072 962 963 3.548 12 1 Major Arterial 1300 50 2073 963 962 3.548 12 1 Major Arterial 1300 50 2074 794 1009 0.087 11 1 Major Arterial 1300 30 2075 1009 794 0.087 11 1 Major Arterial 1300 30 2076 706 794 1.568 12 1 Major Arterial 1300 55 2077 794 706 1.568 12 1 Major Arterial 1300 55 2078 789 964 0.498 12 1 Major Arterial 1700 35 2079 964 789 0.498 12 1 Major Arterial 1700 35 2080 591 556 0.757 12 2 Freeway 4100 65 2081 1003 591 0.735 12 2 Freeway 4100 65 2082 554 552 0.737 12 2 Freeway 4100 65 2083 585 568 0.796 12 2 Freeway 4100 65 2084 989 561 0.76 12 2 Freeway 4100 65 2085 576 789 0.672 12 1 -Major Arterial 1700 45 2086 789 576 0.672 12 1 Major Arterial 1700 45 2087 813 1004 0.247 12 1 Principal Arterial 1600 30 2088 1004 813 0.247 12 1 Principal Arterial 1600 30 2089 578 827 3.986 12 1 Principal Arterial 1600 55 2090 827 578 3,986 12 1 Principal Arterial 1600 55 2091 551 590 0.44 12 1 Principal Arterial 1600 55 2092 887 889 0.462 12 2 Principal Arterial 2800 30 2093 889 887 0.462 12 2 Principal Arterial 2800 30 2094 268 380 0.997 12 1 Collector!/ Local Road 1700 40 2095 380 268 0.997 12 1 Collector! Local Road 1700 40 2096 268 445 0.499 12 1 Major Arterial 1700 45 2097 445 268 0.499 12 1 Major Arterial 1700 45 2098 268 512 0.394 12 1 Collector!/ Local Road 1700 40 2099 512 268 0.394 12 1 Collector!/ Local Road 1700 40 2100 444 509 1.036 12 1 Major Arterial 1700 45 2101 509 444 1.036 12 1 Major Arterial 1700 45 2102 870 942 0.858 12 2 Minor Arterial 3400 40 2103 942 870 0.858 12 2 Minor Arterial 3400 40 2104 815 816 0.686 12 1 Principal Arterial 1600 35 2105 816 815 0.686 12 1 Principal Arterial 1600 35 2106 816 817 3.165 12 1 Principal Arterial 1600 45 2107 817 816 3.165 12 1 Principal Arterial 1600 45 2108 903 908 0.784 12 1 Collector/ Local Road 1700 40 2109 908 903 0.784 12 1 Collector! Local Road 1700 40 2110 831 834 1.654 12 1 Principal Arterial 1600 45 2111 834 831 1.654 12 1 Principal Arterial 1600 45 2112 834 835 5.003 12 1 Major Arterial 1300 45 2113 835 834 5.003 12 1 Major Arterial 1300 45 2114 236 835 4.531 12 1 Major Arterial 1300 45 2115 835 236 4.531 12 1 Major Arterial 1300 45 2116 860 861 0.359 12 2 Principal Arterial 3350 45 2117 861 860 0.359 12 2 Principal Arterial 3350 45 2118 860 939 0.25 12 2 Principal Arterial 2800 30 2119 939 860 0.25 12 2 Principal Arterial 2800 30 2120 868 979 0.241 12 1 Principal Arterial 1600 50 2121 979 868 0.241 12 1 Principal Arterial 1600 50 2122 233 859 9.38 12 1 Principal Arterial 1600 55 2123 859 233 9.38 12 1 Principal Arterial 1600 55 2124 563 937 4.011 12 1 Major Arterial 1300 45 2125 937 563 4.011 12 1 Major Arterial 1300 45 2126 842 980 0.343 12 1 Major Arterial 1300 45 2127 980 842 0.343 12 1 Major Arterial 1300 45 Page 38 of 43 Page38 o43Appendix C - Page 39 of 52

Appendix C Braidwood NGS AppedixCNetwork Ba idoodNGSRoadway Data Table Link # U-Node D-Node mL)e Wdth(th Lengt LanesNme Laneh NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (veh/hr) ____

2128 832 836 0.491 12 2 Freeway 4100 55 2129 943 830 0.504 12 2 Freeway 4100 65 2130 958 938 0.379 12 2 Freeway 4100 65 2131 931 935 0.29 12 2 Freeway 4100 55 2132 858 946 0.265 12 2 Freeway 4100 65 2133 983 946 0.329 12 1 Ramp 1500 35 2134 849 850 0.238 12 2 Freeway 4100 55 2135 982 905 0.328 12 1 Ramp 1500 35 2136 982 906 0.379 12 2 Freeway 4100 65 2137 847 848 0.09 12 2 Principal Arterial 3350 45 2138 983 845 0.055 12 2 Principal Arterial 3350 45 2139 934 966 0.106 12 1 Ramp 1500 35 2140 966 934 0.106 12 1 Ramp 1500 35 2141 968 930 0.18 12 2 Principal Arterial 3350 45 2142 324 540 1.453 12 2 Minor Arterial 2600 40 2143 540 324 1.453 12 2 Minor Arterial 2600 40 2144 856 985 0.255 12 2 Principal Arterial 3350 45 2145 167 172 0.997 12 1 Major Arterial 1300 45 2146 172 167 0.997 12 1 Major Arterial 1300 45 2147 265 455 1.003 12 2 Principal Arterial 3350 45 2148 455 265 1.003 12 2 Principal Arterial 3350 45 2149 164 644 1.906 12 2 Freeway 4100 65 2150 466 278 2.146 12 2 Freeway 4100 65 2151 612 671 0.675 12 2 Principal Arterial 2800 35 2152 671 612 0.675 12 2 Principal Arterial 2800 35 2153 534 307 0.821 12 2 Freeway 4100 65 2154 304 408 0.276 12 3 Freeway 6150 65 2155 410 594 0.864 12 3 Freeway 6150 65 2156 488 136 3.938 12 2 Freeway 4100 65 2157 146 491 4.074 12 2 Freeway 4100 65 2158 252 248 2.243 12 2 Freeway 4100 65 2159 174 153 1.743 12 2 Freeway 4100 65 2160 248 196 3.212 12 2 Freeway 4100 65 2161 194 175 2.966 12 2 Freeway 4100 65 2162 216 197 1.692 12 2 Freeway 4100 65 2163 198 211 1.634 12 2 Freeway 4100 65 2164 274 277 1.058 12 3 Freeway 6150 65 2165 275 273 1.019 12 3 Freeway 6150 65 2166 630 699 2.255 12 1 Major Arterial 1300 45 2167 699 630 2.255 12 1 Major Arterial 1300 45 2168 616 665 7.135 1 12 2 Freeway 4100 65 2169 623 600 9.232 12 2 Freeway 4100 65 2170 132 625 9.245 12 2 Freeway 4100 65 2171 669 619 6.711 12 2 Freeway 4100 65 2172 724 749 6.137 12 2 Freeway 4100 65 2173 748 723 6.141 12 2 Freeway 4100 65 2174 638 753 6.451 12 2 Freeway 4100 65 2175 753 748 0.491 12 2 Freeway 4100 65 2176 751 639 6.474 12 2 Freeway 4100 65 2177 487 785 1.321 12 1 Major Arterial 1300 45 2178 785 487 1.321 12 1 Major Arterial 1300 45 2179 632 785 1.063 12 1 Major Arterial 1300 45 2180 785 632 1.063 12 1 Major Arterial 1300 45 2181 476 492 2.741 12 2 Principal Arterial 3350 45 2182 492 476 2.741 12 2 Principal Arterial 3350 45 2183 283 131 4.116 12 2 Freeway 4100 65 Page 39 of 43 o 43Appendix Page39 C - Page 40 of 52

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

S(ml) Width (ft) Lanes Rate (vehlhr) _____

2184 650 290 4.091 12 2 Freeway 4100 65 2185 234 839 1.235 12 1 Major Arterial 1300 40 2186 839 234 1.235 12 1 Major Arterial 1300 40 2187 939 945 0.383 12 2 Principal Arterial 2800 30 2188 945 939 0.383 12 2 Principal Arterial 2800 30 2189 865 866 0.449 12 2 Minor Arterial 3400 40 2190 866 865 0.449 12 2 Minor Arterial 3400 40 2191 864 866 0.819 12 2 Minor Arterial 3400 40 2192 866 864 0.819 12 2 Minor Arterial 3400 40 2193 897 898 0.955 12 1 Principal Arterial 1700 50 2194 898 897 0.955 12 1 Principal Arterial 1700 50 2195 877 997 1.017 12 1 Principal Arterial 1700 35 2196 997 877 1.017 12 1 Principal Arterial 1700 35 2197 873 894 1.014 12 1 Minor Arterial 1700 40 2198 894 873 1.014 12 1 -MinorArterial 1700 40 2199 862 868 1.773 12 1 Principal Arterial 1600 50 2200 868 862 1.773 12 1 Principal Arterial 1600 50 2201 820 972 0.849 12 1 Principal Arterial 1700 45 2202 972 820 0.849 12 1 Principal Arterial 1700 45 2203 954 970 0.424 12 1 Principal Arterial 1600 50 2204 970 954 0.424 12 1 Principal Arterial 1600 50 2205 954 998 0.135 12 1 Principal Arterial 1600 55 2206 998 954 0.135 12 1 Principal Arterial 1600 55 2207 539 541 0.501 12 1 Ramp 1500 35 2208 414 444 0.546 12 1 Major Arterial 1700 45 2209 444 414 0.546 12 1 Major Arterial 1700 45 2210 447 515 0.663 12 1 Collector/ Local Road 1700 40 2211 515 447 0.663 12 1 Collector/ Local Road 1700 40 2212 475 476 0.818 12 1 Minor Arterial 1300 40 2213 476 475 0.818 12 1 Minor Arterial 1300 40 2214 938 982 3.487 12 2 Freeway 4100 65 2215 906 858 3.506 12 2 Freeway 4100 65 2216 850 882 3.243 12 2 Freeway 4100 55 2217 836 853 5.855 12 2 Freeway 4100 55 2218 846 943 5.757 12 2 Freeway 4100 65 2219 830 259 4.934 12 2 Freeway 4100 65 2220 644 832 3.026 12 2 Freeway 4100 55 2221 787 980 2.558 12 1 Major Arterial 1300 45 2222 980 787 2.558 12 1 Major Arterial 1300 45 2223 837 976 1.814 12 1 Major Arterial 1300 45 2224 976 837 1.814 12 1 Major Arterial 1300 45 2225 995 996 0.987 12 1 Principal Arterial 1700 50 2226 996 995 0.987 12 1 Principal Arterial 1700 50 2227 837 855 3.125 12 1 Major Arterial 1300 55 2228 855 837 3.125 12 1 Major Arterial 1300 55 2229 834 994 3.713 12 1 Principal Arterial 1600 55 2230 994 834 3.713 12 1 Principal Arterial 1600 55 2231 940 977 0.49 12 2 Principal Arterial 2800 35 2232 977 940 0.49 12 2 Principal Arterial 2800 35 2233 861 941 0.241 12 2 Principal Arterial 2800 30 2234 941 861 0.241 12 2 Principal Arterial 2800 30 2235 865 871 0.866 12 2 Principal Arterial 2800 35 2236 871 865 0.866 12 2 Principal Arterial 2800 35 227 900 901 0.688 12 1 Principal Arterial 1600 55 228 901 900 0.68ý8 12 1 Principal Arterial 1600 55 229 898 899 1.303 12 1 Principal Arterial 1700 55 Page 40 of 43 Page40 o 43Appendix C - Page 41 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node mL)e Wdth(th Lengt LanehLanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

2240 899 898 1.303 12 1 Principal Arterial 1700 55 2241 917 923 0.526 12 1 Collector /Local Road 1700 40 2242 923 917 0.526 12 1 Collector / Local Road 1700 40 2243 916 917 0.472 12 1 Collector / Local Road 1700 40 2244 917 916 0.472 12 1 Collector /Local Road 1700 40 2245 923 926 1.076 12 1 Major Arterial 1700 45 2246 926 923 1.076 12 1 Major Arterial 1700 45 2247 568 799 3.136 12 2 Freeway 4100 65 2248 800 566 3.073 12 2 Freeway 4100 65 2249 567 965 7.907 12 2 Freeway 4100 65 2250 561 585 7.715 12 2 Freeway 4100 65 2251 556 989 7.238 12 2 Freeway 4100 65 2252 559 554 7.325 12 2 Freeway 4100 65 2253 640 1003 1.557 12 2 Freeway 4100 65 2254 552 641 2.203 12 2 Freeway 4100 65 2255 548 780 1.194 12 1 Major Arterial 1300 45 2256 780 548 1.194 12 1 Major Arterial 1300 45 2257 808 951 7.082 12 1 Minor Arterial 1300 40 2258 951 808 7.082 12 1 Minor Arterial 1300 40 2259 820 971 0.423 12 1 Principal Arterial 1700 45 2260 971 820 0.423 12 1 Principal Arterial 1700 45 2261 820 821 0.444 12 1 Principal Arterial 1700 45 2262 821 820 0.444 12 1 Principal Arterial 1700 45 2263 550 959 0.131 12 1 Principal Arterial 1700 40 2264 959 550 0.131 12 1 Principal Arterial 1700 40 2265 544 547 1.258 12 1 Principal Arterial 1600 55 2266 547 544 1.258 12 1 Principal Arterial 1600 55 2267 805 1092 0.699 12 1 Minor Arterial 1300 40 2268 1092 805 0.699 12 1 Minor Arterial 1300 40 2269 571 581 1.795 12 1 Principal Arterial 1600 55 2270 581 571 1.795 12 1 Principal Arterial 1600 55 2271 592 580 0.508 12 2 Minor Arterial 2600 40 2272 579 593 0.508 12 2 Minor Arterial 2600 40 2273 797 811 0.473 12 1 Principal Arterial 1700 30 2274 811 797 0.473 12 1 Principal Arterial 1700 30 2275 812 813 0.346 12 1 Principal Arterial 1700 30 2276 813 812 0.346 12 1 Principal Arterial 1700 30 2277 798 260 0.836 12 2 Principal Arterial 3350 45 2278 574 798 1.13 12 2 Principal Arterial 3350 45 2279 583 797 0.825 12 1 Principal Arterial 1700 45 2280 797 583 0.825 12 1 Principal Arterial 1700 45 2281 593 960 5.211 12 1 Minor Arterial 1300 40 2282 553 822 9.674 12 1 Principal Arterial 1600 55 2283 822 553 9.674 12 1 Principal Arterial 1600 55 2284 808 827 8.8 12 1 Major Arterial 1300 45 2285 827 808 8.8 12 1 Major Arterial 1300 45 2286 960 592 5.207 12 1 Minor Arterial 1300 40 2287 582 1005 0.372 12 1 Principal Arterial 1700 45 2288 1005 582 0.372 12 1 Principal Arterial 1700 45 2289 928 981 1.896 12 2 Principal Arterial 3350 45 2290 981 928 1.896 12 2 Principal Arterial 3350 45 2291 925 981 0.441 1 12 2 Principal Arterial 3350 45 2292 981 925 0.441 12 2 Principal Arterial 3350 45 2293 905 1008 0.125 12 1 Ramp 1500 35 2294 1008 905 0.125 12 1 Ramp 1500 35 2295 888 1008 0.068 12 2 Principal Arterial 3350 45 Page 41 of 43 Page41 o 43Appendix C - Page 42 of 52

Appendix C Braidwood NGS Appedix Network Bradwoo NGSRoadway Data Table Link # U-Node D-Node mL)e Lengt Wdththt Laneh LanesNme NumbLaersff RawyTp RawyTp Saturation Flow FFS (mph)

Rate (vehlhr) ____

2296 1008 888 0.068 12 2 Principal Arterial 3350 45 2297 939 985 1.253 12 2 Minor Arterial 3400 40 2298 985 939 1.253 12 2 -MinorArterial 3400 40 2299 864 984 0.785 12 2 Principal Arterial 3350 45 2300 984 864 0.785 12 2 Principal Arterial 3350 45 2301 872 875 0.308 12 2 Principal Arterial 3350 45 2302 875 872 0.308 12 2 Principal Arterial 3350 45 2303 875 891 0.826 12 1 -Minor Arterial 1700 40 2304 891 875 0.826 12 1 Minor Arterial 1700 40 2305 542 791 3.099 12 1 Major Arterial 1300 55 2306 791 542 3.099 12 1 Major Arterial 1300 55 2307 788 794 0.704 11 1 Major Arterial 1300 30 2308 794 788 0.704 11 1 Major Arterial 1300 30 2309 626 950 0.744 12 1 Collector / Local Road 800 45 2310 950 626 0.744 12 1 Collector / Local Road 800 45 2311 961 1010 3.884 12 1 Major Arterial 1300 55 2312 1010 961 3.884 12 1 Major Arterial 1300 55 2313 872 942 0.495 12 2 Collector/ Local Road 3400 40 2314 942 872 0.495 12 2 Collector! Local Road 3400 40 2315 885 931 4.25 12 2 Freeway 4100 55 2316 232 976 5.075 12 1 Major Arterial 1300 55 2317 976 232 5.075 12 1 Major Arterial 1300 55 2318 165 166 3.992 12 1 Major Arterial 1300 45 2319 166 165 3.992 12 1 Major Arterial 1300 45 2320 190 192 1.506 12 1 Minor Arterial 1300 40 2321 192 190 1.506 12 1 Minor Arterial 1300 40 2322 190 207 2.211 12 1 Major Arterial 1300 45 2323 207 190 2.211 12 1 Major Arterial 1300 45 2324 231 238 1.05 12 1 Principal Arterial 1600 45 2325 238 231 1.05 12 1 Principal Arterial 1600 45 2326 316 450 1.045 12 1 Major Arterial 1700 45 2327 450 316 1.045 12 1 Major Arterial 1700 45 2328 409 399 0.125 12 1 Minor Arterial 1700 40 2329 399 388 0.196 12 1 Minor Arterial 1700 40 2330 294 538 1.434 12 2 Freeway 4100 65 2331 285 295 1.6 12 2 Freeway 4100 65 2332 388 397 0.196 12 1 Minor Arterial 1700 40 _

2333 390 443 1.142 12 2 Principal Arterial 3350 45 _

2334 443 390 1.142 12 2 Principal Arterial 3350 45 2335 396 303 0.283 12 3 Freeway 6150 65 2336 1012 306 0.512 12 2 Freeway 4100 60 2337 405 426 0.452 12 2 Freeway 4100 60 2338 282 534 0.289 12 2 Freeway 4100 65 2339 305 281 0.78 12 2 Freeway 4100 65 2340 302 411 0.043 12 3 Freeway 6150 65 2341 408 410 0.368 12 3 Freeway 6150 65 2342 595 398 0.904 12 3 Freeway 6150 65 _

2343 400 401 0.505 12 2 Freeway 4100 65 2344 594 415 0.251 12 2 Freeway 4100 65 _

2345 248 173 0.701 12 1 Ramp 1500 35 2346 432 428 0.307 12 2 Freeway 4100 65 2347 280 465 0.048 12 2 Freeway 4100 65 2348 738 1107 4.327 10 1 Collector/ Local Road 800 15 2349 1107 738 4.327 10 1 Collector! Local Road 800 15 2350 759 1110 3.991 10 1 Collector /Local Road 800 15 2351 1110 759 3.991 10 1 collector! Local Road 800 15 Page 42 of 43 o 43Appendix Page42 C - Page 43 of 52

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

1. U-Node D-Node_ (mi) Width (ft) Lanes Rate (vehlhr) 2352 759 1020 1.673 10 1 Collector / Local Road 800 15 2353 1020 759 1.673 10 1 Collector / Local Road 800 15 2354 744 1117 3.194 10 1 Collector / Local Road 800 15 2355 1117 744 3.194 10 1 Collector / Local Road 800 15 2356 763 1111 3.569 10 1 Collector/ Local Road 800 15 2357 1111 763 3.569 10 1 Collector/ Local Road 800 15 2358 1029 1030 1.116 10 1 Collector/Local Road 800 15 2359 1030 1029 1.116 10 1 Collector/ Local Road 800 15 2360 233 1102 2.582 10 1 Collector / Local Road 800 15 2361 1102 233 2.582 10 1 Collector / Local Road 800 15 2362 228 1101 5.733 10 1 Collector/ Local Road 800 15 2363 1101 228 5.733 10 1 Collector/ Local Road 800 15 2364 202 1039 2.441 10 1 Collector/ Local Road 800 15 2365 1039 202 2.441 10 1 Collector / Local Road 800 15 2366 709 714 1.652 10 1 Collector / Local Road 800 15 2367 714 709 1.652 10 1 Collector / Local Road 800 15 2368 709 1041 4.912 10 1 Collector/ Local Road 800 15 2369 1041 709 4.912 10 1 Collector/ Local Road 800 15 2370 714 718 6.57 10 1 Collector/ Local Road 800 15 2371 718 714 6.57 10 1 Collector/ Local Road 800 15 2372 603 1049 8.184 10 1 Collector/ Local Road 800 15 2373 1049 603 8.184 10 1 Collector / Local Road 800 15 2374 314 1061 1.205 10 1 Collector / Local Road 800 15 2375 1061 314 1.205 10 1 Collector / Local Road 800 15 2376 597 1071 3.816 10 1 Collector / Local Road 800 15 2377 1071 597 3.816 10 1 Collector/ Local Road 800 15 2378 760 1109 0.416 10 1 Collector/ Local Road 800 15 2379 1109 760 0.416 10 1 Collector / Local Road 800 15 Page 43 of 43 Appendix C - Page 44 of 52

Appendix C Braidwood NGS Node Data Table Note: Coordinatesin NAD83 State Plane Illinois East Node # X-Coord Y-Coord Control Type 130 1001197.6 1747015.1 Two-way yield 132 1000531.8 1746646.6 Two-way yield 138 1023052.6 1707092.8 Two-way yield 140 1087225.6 1706517.5 Two-way stop 141 1086830.8 1707022.2 Two-way stop 142 1086844 1706509 Two-way stop 146 1023103.4 1708076.9 Two-way yield 147 1017919 1704759 Two-way stop 150 1022859.8 1704041.5 Uncontrolled - Diverge 152 1023550.5 1703135.4 Uncontrolled - Diverge 154 1028705.6 1701118.6 Two-way stop 155 1039275.5 1698970 Uncontrolled - Diverge 156 1039303 1697581 Two-way stop 157 1035253 1698304.3 Two-way stop 158 1125787.9 1696859.1 Two-way stop 160 1124779.9 1696834.9 Two-way stop 165 1087076.5 1695899.1 Two-way stop 166 1065952.2 1695449.3 Two-way stop 167 1044656.8 1695138 Two-way stop 169 1035205.5 1694835.4 Two-way stop 172 1039381 1694936 Signalized - Actuated 173 1023519.7 1691854.7 Two-way yield 174 1023398.7 1693401.2 Two-way yield 177 1108337 1696489 All-way stop 178 1036085 1690687 Two-way stop 179 1035476 1690434 Signalized - Actuated 181 1033467 1689483 Signalized - Actuated 182 1027648 1689260.3 Two-way stop 183 1023680.8 1689125.9 All-way stop 184 1036514.5 1687878.9 Two-way stop 187 1032254.4 1687097.5 Two-way stop 189 1026737 1683946 Two-way stop 192 1015918.1 1683568.8 Two-way stop 193 1012840.2 1683523.9 Two-way stop 194 1013094.5 1684548.9 Two-way yield 195 1011690.7 1683487.4 Two-way stop 198 1011552.5 1682492.1 Two-way yield 201 1041294.9 1677782.5 Two-way stop 212 1035523.1 1673579.3 Two-way stop 216 1008471.5 1674469.3 Two-way yield 220 1010950.3 1672930.7 Two-way stop 221 1008576.6 1672779.9 Two-way stop Page 1 of 8 Appendix C - Page 45 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 224 1015866.4 1672769.1 Two-way stop 226 1013650.5 1670438 Two-way stop 227 1013681.1 1670201.2 Two-way stop 228 1038351 1669224.2 Two-way stop 229 1049777.4 1668735.7 Two-way stop 230 1056396.6 1668860.1 All-way stop 232 1056468 1665115 Two-way stop 233 1051254.2 1663037.3 Two-way stop 236 1059066.6 1668915.7 Two-way stop 239 1040906.9 1679115.2 Two-way stop 240 1007551 1704561 Two-way stop 242 1024172 1681238.3 Two-way stop 243 1024031 1673280 Two-way stop 245 1032170 1689444 Two-way stop 249 1023172.2 1704271.9 Two-way yield 250 1022934.2 1703855.8 Uncontrolled - Diverge 251 1022851.9 1703808.3 Two-way yield 252 1023148.9 1702835.8 Two-way yield 253 1023467.8 1703310.1 Uncontrolled - Diverge 254 1023550.1 1703354 Two-way yield 255 1008706.9 1672789.9 Two-way yield 256 1008588.8 1672695 Uncontrolled - Diverge 257 1031936.5 1689425.2 Two-way yield 258 1032003 1689374 Two-way stop 260 891439.51 1532329.2 Two-way yield 275 1021479.4 1756628.4 Two-way yield 276 1021447.3 1755593.7 Two-way yield 279 1030603.9 1758408.2 Two-way yield 283 1020107.8 1755405.8 Two-way yield 284 1022656.5 1755437.6 Two-way yield 286 1021475.2 1754472.2 Two-way yield 287 1021655.6 1755502.9 Two-way yield 289 1021258.5 1755389.3 Two-way yield 292 1021524.4 1755309.6 Two-way yield 294 1021941.6 1745404.7 Two-way yield 296 1021891.8 1743416.4 Two-way yield 299 1022183.7 1735394.1 Two-way yield 312 1018549 1740074.4 Two-way stop 313 1015798 1736684.3 Signalized - Flashing 314 1019755.1 1736560 Two-way stop 315 1026068.1 1731447.3 Two-way stop 320 1021215.4 1765453.2 Uncontrolled - Diverge 322 1029288.6 1761367.1 Signalized - Flashing 323 1029300.1 1760905 Signalized - Flashing Page 2 of 8 Appendix C - Page 46 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 324 1029302 1760754.1 Uncontrolled - Diverge 326 1029117.1 1760901.3 Uncontrolled - Diverge 455 1021134.3 1768269.7 Signalized - Flashing 458 1029078.1 1768392.4 Signalized - Flashing 463 1029175.5 1765507.2 Signalized - Flashing 468 1012997.3 1734776.2 Signalized - Flashing 469 1009143.6 1731066.4 Two-way stop 471 1022941.6 1731052.9 Two-way stop 472 1022993.9 1731080.3 Two-way stop 473 1021793.2 1730412.7 Two-way stop 476 1031988.1 1754097.9 Signalized - Flashing 477 1021607.4 1736596.4 Two-way stop 482 1028700.5 1756648.2 Two-way yield 483 1022765.8 1736621.3 Two-way yield 484 1022177 1737879.1 Two-way yield 485 1021649.3 1744195 Two-way stop 486 1022190.2 1744638 Two-way stop 487 1006922.1 1730922.1 Two-way stop 488 1022503.8 1729058.3 Two-way yield 490 1022410.9 1730544.7 Two-way yield 492 1025733.2 1747311.3 Two-way stop 496 1046942 1725569 Two-way stop 497 1054085.1 1734971 Signalized - Flashing 498 1054145.5 1734971.1 Signalized - Flashing 499 1045223.3 1723833.3 Two-way stop 500 1045259 1723779 Two-way stop 503 1046842.9 1725561 Two-way stop 523 1054054.7 1736931.2 Two-way stop 524 1054115 1736924.1 Two-way stop 540 1029497.7 1757906.7 Signalized - Flashing 541 1029922.9 1757205.4 Signalized - Flashing 545 962134 1618180.9 Two-way stop 547 1005727 1613525 Two-way stop 548 991048 1613108 Two-way stop 551 952627.32 1612406.9 Two-way stop 552 952246.97 1614498.7 Two-way yield 553 899054.88 1611775.6 Two-way stop 555 952622.99 1612375.1 Two-way stop 556 951637.67 1610287.7 Two-way yield 557 951240.78 1612357.7 Two-way stop 558 928760.61 1580391.4 Two-way stop 559 928585.13 1582086 Two-way yield 560 927508.98 1580368.5 Two-way stop 561 927596.45 1578284.5 Two-way yield Page 3 of 8 Appendix C - Page 47 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 562 927507.41 1580336 Two-way stop 563 1018648.9 1576635.8 All-way stop 564 992156.73 1576035 Two-way stop 565 898627.04 1549452.1 Two-way stop 567 900161.02 1549505 Two-way yield 568 896943.13 1547683.8 Two-way yield 569 898593.88 1549455.9 Two-way stop 570 898637.86 1547827.1 Two-way stop 572 898609.87 1547823.3 Two-way stop 573 890073.27 1532316.2 Two-way yield 574 891439.61 1532273.8 Two-way yield 575 890073.06 1532265.2 Two-way yield 576 908308.77 1691702.8 Two-way stop 577 902279 1535059 Two-way stop 579 898920.46 1537052.6 Signalized - Flashing 580 898865 1537100 Signalized - Flashing 582 898320.35 1532354.8 Signalized - Flashing 583 898378.43 1532354.6 Signalized - Flashing 586 926894.69 1580341.1 Uncontrolled - Diverge 587 929406.45 1580386.2 Uncontrolled - Diverge 588 928760.52 1580358.6 Two-way stop 589 953280.55 1612391.5 Uncontrolled - Diverge 590 951242.08 1612391.8 Two-way stop 592 900641.8 1539086.9 Two-way stop 593 900680.36 1539043 Two-way stop 597 1039043.9 1712293.3 Two-way stop 598 1039148.2 1712293.6 Two-way stop 599 1009725.4 1619912.4 Two-way stop 602 1002941.5 1672686.3 Two-way stop 603 940783.22 1644327.9 Two-way stop 605 986989.65 1645829.8 Two-way stop 606 987877.04 1645840.1 Two-way stop 607 944150 1713288 Two-way stop 609 962093.53 1619348 Uncontrolled - Diverge 610 962030.9 1620178.8 Two-way stop 612 959869 1717894 Signalized - Actuated 613 959875.33 1719132.9 Uncontrolled - Diverge 614 959802.17 1720400.7 Two-way stop 615 959812 1721239 Signalized - Actuated 616 959059.12 1719347.3 Two-way yield 617 959861.85 1720400.7 Two-way stop 618 959854.84 1720561.2 Two-way yield 620 959820.07 1719314.5 Two-way stop 621 959870.8 1719323.4 Two-way stop Page 4 of 8 Appendix C - Page 48 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 622 960029.21 1719340.4 Two-way yield 623 961061.98 1720742.1 Two-way yield 624 959950.73 1720397.1 Uncontrolled - Diverge 625 960845.55 1720702.3 Uncontrolled - Diverge 628 964681.98 1711265.5 Two-way stop 633 1001400.9 1738685.8 Two-way stop 635 1012593.2 1669329.1 Two-way stop 638 963406.78 1621212.3 Two-way yield 640 960664.74 1620733.9 Two-way yield 646 960669.59 1667600.5 Two-way stop 647 960572 1671419 Two-way stop 649 1001203.6 1746297.3 Signalized - Flashing 650 1002031.1 1746651.3 Two-way yield 651 1001249.1 1744012.7 Signalized - Flashing 652 990907.62 1730376.6 Two-way stop 654 985515.35 1730266.4 Two-way stop 655 959702 1729692 Two-way stop 656 959725.45 1728114.6 Two-way stop 661 965100.11 1722607.8 Two-way stop 666 922830.91 1716211.9 Two-way yield 668 922862.18 1715182 Two-way stop 671 959912 1714334 Signalized - Actuated 672 958159.89 1713753 Signalized - Flashing 673 958055.88 1713744.5 Signalized - Flashing 677 922910.85 1713165.6 All-way stop 681 959976.76 1710952.8 Signalized - Flashing 687 960026.32 1709119.7 Two-way stop 688 958769.66 1709052.1 Two-way stop 691 944262 1708004 Two-way stop 694 986527 1704287 Two-way stop 696 1002246.6 1704461.7 All-way stop 698 965329 1703420 Two-way stop 699 960005 1703214 Signalized - Actuated 700 981277 1703799 Two-way stop 701 922478.6 1703132.1 Two-way stop 703 960051 1700561 Signalized - Actuated 704 960244 1689973 Two-way stop 709 997374.99 1685708.4 Two-way stop 712 1005582.5 1683298.6 Two-way stop 714 997426 1683052 Signalized - Actuated 716 992157.22 1682860.8 Two-way stop 717 986881 1682765 Two-way stop 719 960313 1682048 Two-way stop 720 1007702.3 1672788.9 Two-way stop Page 5 of 8 Appendix C - Page 49 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 721 997652 1672533 Two-way stop 722 992354 1672414 Two-way stop 724 1007957.4 1671747 Two-way yield 725 981807 1672063 Two-way stop 726 971152 1671710 Two-way stop 727 960704 1666107 Two-way stop 729 960709.02 1665745.9 Two-way stop 730 935054.2 1665424.2 Two-way stop 731 1005824.1 1662198.9 Two-way stop 732 992629.45 1661829.9 Two-way stop 735 1003287.4 1659566.1 Two-way stop 737 992721.65 1657836.6 Two-way stop 738 1000871 1656751 Two-way stop 739 960884.42 1659493.4 Two-way stop 740 992833.1 1653890.7 Two-way stop 742 993072 1648444 Two-way stop 744 965968.11 1645009.6 Two-way stop 745 993108.42 1646035.4 All-way stop 746 991085.37 1645961.8 Two-way stop 748 987702.4 1646963.1 Two-way yield 750 982478.3 1645676.7 Two-way stop 751 987212.74 1644842.5 Two-way yield 752 993142.28 1644761.2 Two-way stop 754 990480.15 1644609.9 Two-way stop 755 988372.92 1644990.1 Two-way stop 756 961313 1644882 Two-way stop 757 950720.81 1644577.9 Two-way stop 758 999860.89 1640872.3 Two-way stop 759 998597.25 1640838.7 Two-way stop 760 990594.06 1640634.9 Two-way stop 761 935527.81 1644068.4 Two-way stop 762 961641.92 1634294.1 Two-way stop 763 1009402.9 1630507.3 Two-way stop 766 965378.48 1619793.4 Two-way stop 768 1001770 1725259.1 Two-way stop 769 993054 1704121 Two-way stop 770 1005514.1 1704486.1 Two-way stop 771 992177.52 1680936.6 Two-way stop 773 952766.35 1713588.3 Two-way stop 776 944336.02 1704641.2 Two-way stop 779 961984.05 1621763.9 Two-way stop 785 1001606.9 1730731.4 Signalized - Flashing 787 1009097.3 1641095.1 Two-way stop 789 908168.99 1695248.5 Two-way stop Page 6 of 8 Appendix C - Page 50 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 794 908621.74 1686425.8 Two-way stop 795 898595.05 1580140.9 Two-way stop 797 899981 1535052 Signalized - Actuated 802 898382 1535051 Signalized - Actuated 808 929987.24 1580395.7 Two-way stop 811 901319.19 1535055 Two-way stop 815 961922 1538523 All-way stop 820 960257 1612555 All-way stop 822 950270.56 1612370 Uncontrolled - Diverge 826 993195 1538919 All-way stop 827 930223 1538015 Two-way stop 831 1115905.7 1669807.7 Two-way stop 833 1117157.5 1669823.3 Two-way stop 834 1109532 1669666 All-way stop 835 1083052.9 1669217.8 Two-way stop 837 1088265.2 1649316.6 Two-way stop 840 1024861.9 1644002.3 Two-way stop 841 1024902 1642844 Two-way stop 842 1023831.6 1642812.8 Two-way stop 859 1090665 1637533 Two-way stop 869 1025365 1628292 Two-way stop 877 1108957 1622736.2 Signalized - Actuated 878 1110380.8 1622771.8 Signalized - Flashing 879 1112612 1622541 Signalized - Actuated 894 1105289.1 1621748.9 Two-way stop 900 1083952 1621527 Two-way stop 901 1080310 1621465 Two-way stop 904 1062599 1621211 Two-way stop 907 1051994 1621018 Two-way stop 909 1036132.7 1620552.5 Two-way stop 910 1035626 1620540 Two-way stop 911 1025583 1620230 Two-way stop 912 1023086 1620163 Two-way stop 913 1017749 1620068 Two-way stop 914 1110309.6 1619983.1 Two-way stop 920 1112253.7 1619379.9 All-way stop 921 1112071.8 1619368.3 Two-way stop 922 1112072.8 1618847.4 Two-way stop 924 1112398.1 1617100.1 All-way stop 925 1112731.4 1617116.5 Two-way stop 926 1111827.8 1617083.6 Two-way stop 927 1017820.4 1616402.8 Two-way stop 928 1112266.1 1612001.2 Signalized - Flashing 936 1023428 1598015 Two-way stop Page 7 of 8 Appendix C - Page 51 of 52

Appendix C Braidwood NGS Node Data Table Node # X-Coord Y-Coord Control Type 937 1018138.8 1597777.8 Two-way stop 957 898321.63 1535047.2 Signalized - Flashing 961 908927.95 1644281.6 Two-way stop 962 909000.57 1665375.5 All-way stop 980 1022625.2 1641477.3 Two-way stop 981 1112237.1 1616582.2 Two-way stop 991 961989.01 1622521.6 Uncontrolled - Diverge 992 962079.44 1620184.7 Two-way stop 993 962037.89 1621767.4 Two-way stop 1018 1003245.4 1662113.1 Two-way stop 1019 997933.74 1661966 Two-way stop 1029 1024090.8 1643124.3 Two-way stop 1059 1012863.7 1736082 Two-way stop 1066 1007401.5 1710863.3 Two-way stop 1084 991211.24 1743702.7 Two-way stop 1092 954561.38 1612412.5 Two-way stop Note: Coordinatesin NAD83 State Plane Illinois East Nodes which reflect changes in roadway properties (numberof lanes, speed limit, capacity, etc.) at points along the link are omitted from this list.

Page 8 of 8 Appendix C - Page 52 of 52

ARCADIS Appendix D Maps of Average Speed by Hour on Braidwood Road Network (Winter Day, Normal Weather, Full EPZ)

Evacuation Hour 1 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 1 of 8

Evacuation Hour 2 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 2 of 8

I Appendix D - Page 3 of 8

Evacuation Hour 4 Avg Speed (mph)

Links

<= 0.00

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 4 of 8

Appendix D - Page 5 of 8 Evacuation Hour 6 Avg Speed (mph)

Links

___ ,= n JJnflA--

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 6 of 8

Appendix D - Page 7 of 8 Evacuation Hour 8 Avg Speed (mph)

Links

____ . ~ l f--

<= 20.00

<= 40.00

<= 60.00

> 60.00 Appendix D - Page 8 of 8