Transit Site Selection Committee
Regular MeetingDeKalb, IL · September 22, 2022
Minutes
City of DeKalb
Minutes of September 22, 2022, Transit Site Selection Committee
A. Roll Call: Mr. Gill called the meeting to order at 3:38 PM. Committee member present: Gill,
Smith, Webb, Irving, Groce, Duffy. Others present: City Manager Bill Nicklas and Transit
Manager Mike Neuenkirchen
B. Approval of Agenda: Motion by Irving, 2nd by Duff, voice vote. All Aye, no Nays, motion passes.
C. Approval of February 17, 2022, Meeting Minutes: Motion by Webb, 2nd by Groce, voice vote.
All Aye, no Nays, motion passes.
D. Public Participation: City Manager Nicklas thanked the committee for their work and stated he
was looking forward to seeing the Transit Facility project move forward.
E. Reports: None
F. Old Business: None.
G. New Business:
1. Discuss the Results of the Site Selection Report provided by Stantec, date 9/6/22:
i. Gill reviewed Stantec Site Selection scoring. Dresser Rd. site scored highest with
83.40, followed by Barber Greene with 72.40 and West Lincoln Highway with
72.00.
ii. Committee help discussion on findings. Groce suggested prioritizing the scoring
summary in presentation to City Council. Webb asked whether nearby residents
would have an opportunity to provide input on the site. Gill responded that the
public would have an opportunity to provide comment when the site
recommendation is presented to City Council. Smith stated that ownership of
the site is important, since negotiating a sale price on property is complicated
when using grant funds and can delay the project. Webb stated he felt it is
important that the project move forward quickly.
2. Adopt and Advance to the City Council the Committee’s Site Selection
Recommendation:
i. Gill asked for a motion and second to open discussion on this item. Motion by
Groce, Second by Duffy. Voice Vote. All Aye, no Nay, motion passes
ii. Resolution: The Transit Site Selection Committee unanimously recommends the
DeKalb City Council select the Dresser Rd. site, as identified in the September 6th
study performed by Stantec, to locate and construct a new Transit Maintenance
and Operations Facility and advises advancement of such without delay. Motion
by Webb, 2nd by Groce to adopt the resolution. All Aye, no Nay, motion passes.
H. Adjourn:
1. Motion by Irving, 2nd by Webb to adjourn. Voice vote. All Aye, no Nay, motion passes.
Committee adjourned at 4:00 PM.
Minutes approved by the City Council on October 10, 2022.
Agenda
AGENDA
TRANSIT SITE SELECTION COMMITTEE MEETING
September 22, 2022
3:30 p.m.
LOCATION
164 E. Lincoln Highway
DeKalb City Hall First Floor Conference Room
DeKalb, Illinois 60115
A. Roll Call
B. Approval of the Agenda
C. Approval of Minutes
1. Approval of the Minutes from February 17th, 2022
D. Public Participation
E. Reports
F. Old Business
G. New Business
1. Discuss the Results of the Site Selection Report provided by Stantec, dated 9/6/22
2. Adopt and Advance to City Council the Committee’s Site Selection Recommendation
H. Adjournment
Minutes of the February 17th Transit Site Selection Committee Meeting
A. Roll Call: Mr. Gill called the meeting to order at 9:01 AM. Present Gill, Smith, Webb, Irving, Groce,
Duffy. Absent, None.
B. Approval of the Agenda: motion Smith, 2nd Duffy, voice vote all Aye no Nays, motion passes
C. Approval of Minutes: Minutes of Feb 10th, motion Groce, 2nd Smith, voice vote All Ayes on Nays,
motion passes
D. Public Participation: None present, none submitted for the record
E. Reports: None
F. Old Business: 1. Transit Maintenance and Operations Facility Site Selection Matric: motion to discuss
Webb, 2nd Groce, voice vote, all Aye no Nay motion passes, item opened:
Mr. Gill asked if all present participants had any final specific questions/concerns on individual item
break-downs. None which altered content.
No further action required
G. New Business:
1. Mr. Gill asked if all present participants were comfortable formalizing the Criterion Weighting. All
responded in the affirmative.
Mr. Gill led review of previous scored sub-headings. The decision to utilize “tenths” over whole
numbers or “quarters” as presented received concurrence. No issues persisted.
No issues requiring further review.
Motion to Adopt the Criterion Weighting and Advance such to Stantec for use in the Overall Scoring:
Duffy, 2nd Smith, voice vote, all Aye no Nay motion passes.
H. Next Meeting TBD based upon conclusion of 3rd Party Scenario Scoring services; anticipated for late
August/September.
I. Adjournment: motion Irving, 2nd Groce, voice vote all aye, no nay. Adjourned at 9:43 AM
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection - DRAFT
Prepared for:
DeKalb, IL
Prepared by:
Stantec & Engineering
Enterprises, Inc. (EEI)
Project No. 177920059
September 6, 2022
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
TABLE OF CONTENTS
Table of Contents .................................................................................................................................................1
Appendices...........................................................................................................................................................1
1.0 Executive Summary ..................................................................................................................................2
2.0 Existing Facility .........................................................................................................................................3
Existing Facility Description................................................................................................................3
APPENDICES
A. Overall Map and Site Maps
B. Site Selection Summary
C. Site Selection Committee Criterion Weighting
D. Narrative – Dresser Road
E. Site Selection Matrix – Dresser Road
F. Environmental Results to Date – Dresser Road
G. Narrative – Barber Greene Road
H. Site Selection Matrix – Barber Greene Road
I. Environmental Results to Date – Barber Greene Road
J. Narrative – West Lincoln Highway
K. Site Selection Matrix – West Lincoln Highway
L. Environmental Results to Date – West Lincoln Highway
M. Sites and City of DeKalb Bus Routes
N. DeKalb Transit Deadhead Analysis
O. Environmental Justice
1
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
1.0 EXECUTIVE SUMMARY
The City of DeKalb, Illinois contracted with Stantec Architecture Inc. (Stantec) in August 2021 to
provide programming and site selection services for a new Operations and Maintenance Facility.
The Stantec Design Team facilitated a Kickoff Meeting on September 30, 2021. On October 4, 2021,
Stantec performed site visits and conducted meetings with user groups to better understand their
operations and to review and populate the questionnaires that had been previously distributed.
Following the User Group meetings, Stantec prepared a Space Needs Program. The Final Space
Needs Program was submitted November 9, 2021.
Stantec developed a Site Selection Matrix, which was reviewed and approved by the City of
DeKalb on November 23, 2021. The City of DeKalb created a Site Selection Committee that
determined the weighted scoring for each of the categories. The City of DeKalb provided Stantec
three sites for consideration at Dresser Road, Barber Greene Road, and West Lincoln Highway. The
Design Team researched, assessed, and scored each criterion. This Report provides a consolidated
assessment of the Site Selection.
Each site underwent a scenario scoring evaluation using a -1, +1, +2, to a +3 scale. The narrative
provides the background research that determined the scores. Each site was evaluated under four
major category headings: Operations, Acquisitions, Developability, and Feasibility. The scores were
summed and the Dresser Road site received the overall highest score, followed by the Barber
Greene Road site then the West Lincoln Highway site.
The Design Team consists of the following consultants:
• Stantec: Project Management, Architecture, Interior Design, Industrial Equipment Design,
Lighting Design, Environmental, and Sustainability
• Engineering Enterprises, Inc. (EEI): Civil Engineering
• CCJM: Mechanical, Electrical, Plumbing and Fire Protection
• Marlene Connor Associates, LLC: Funding Strategy and Grant Writing
2
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
2.0 EXISTING FACILITY
EXISTING FACILITY DESCRIPTION
The existing transit maintenance facility is located at 1825 Pleasant Street. The existing site is zoned
Light Industrial, the intended use of the new public transit maintenance facility, and completely
surrounded by light industrial zoned properties, including a foundry to the west.
The existing transit facility consists of two buildings with a surrounding parking lot on 4.3 acres of the
10-acre property. There is a 1,100 feet access road to the site from the two-lane road Pleasant
Street. Immediately to the north of the facility is an electrical substation. The site contains no
floodplain, wetlands, endangered species, or historical artifacts, including archaeological sites. The
existing facility is within the service area, but inadequately sized, as 12 acres was determined to be
the minimal size of the site.
3
APPENDIX A
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix A
Overall Map and Site Maps
Prepared for:
DeKalb, IL
Prepared by:
Stantec & Engineering
Enterprises, Inc. (EEI)
Project No. 177920059
September 6, 2022
DRESSER ROAD
SITE
BARBER GREENE
ROAD SITE
WEST LINCOLN
HIGHWAY SITE
3.79 ACRE DONATION
FROM IRONGATE
FOR NORMAL ROAD
APPENDIX B
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix B
Site Selection Summary
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
City of DeKalb
Transit Operations and Maintenance Facility
Site Selection - Summary
9/6/2022
Site 2 Site 3
Site 1
Barber Greene West Lincoln
# Criterion Dresser Road
Rd. Hwy.
Score
Score Score
Criteria Weighting X Criteria Weighting X Criteria Weighting X
Scenario Score Scenario Score Scenario Score
1 Operations 22.60 16.60 25.20
1.1 Location within service area 6.6 2.2 6.6
1.2 Program Compliance 5.2 7.8 7.8
1.3 Deadhead Analysis 4.8 -2.4 4.8
1.4 Impacts to adjacent developments, users, 2.4 7.2 2.4
and occupants
1.5 Impacts from adjacent developments, 3.6 1.8 3.6
users, and occupants
2 Acquisition 20.60 10.20 7.40
2.1 Ownership and Availability 6.6 2.2 -2.2
2.2 Development Cost 2.4 7.2 4.8
2.3 Purchase Cost (if applicable) 6 -2 2
2.4 Title Search 5.6 2.8 2.8
3 Developability 18.60 17.00 11.00
3.1 Jurisdictional Authorities 5.6 -2.8 2.8
3.2 Zoning & Comprehensive Plan 2.4 -2.4 -2.4
3.3 Ecological Resources through EcoCAT 9 9 9
3.4 Historical Resources through IDNR-SHPO -2.4 7.2 -2.4
3.5 Demolition Requirements 4 6 4
4 Feasibility 21.60 28.60 28.40
4.1 Available Land Area 6 9 9
4.2 Vehicular Access 5.2 7.8 5.2
4.3 Site Queueing 4.2 4.2 4.2
4.4 Access to Utilities with Field Verification 2.4 2.4 2.4
4.5 General Topography (LiDAR Only) 1.4 2.8 2.8
4.6 Site Features 2.4 2.4 4.8
OVERALL SCORE
83.40 72.40 72.00
(Sum of Category Headings)
APPENDIX C
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix C
Site Selection Committee
Criterion Weighting
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
City of DeKalb
Transit Operations and Maintenance Facility
Site Selection Committee Criterion Weighting
9/6/2022
Criterion
# Criterion Site Selection Committee
Weighting
1 2 3 4 5 Committee Avg
1 Operations 2.28
1.1 Location within service area 2 3 2 3 1 2.2
1.2 Program Compliance 3 3 3 2 2 2.6
1.3 Deadhead Analysis 2 3 3 2 2 2.4
1.4 Impacts to adjacent developments, users, 1 2 3 3 3 2.4
and occupants
1.5 Impacts from adjacent developments, 2 2 2 2 1 1.8
users, and occupants
2 Acquisition 2.35
2.1 Ownership and Availability 2 3 2 2 2 2.2
2.2 Development Cost 3 2 2 3 2 2.4
2.3 Purchase Cost (if applicable) 1 3 2 3 1 2.0
2.4 Title Search 3 3 3 2 3 2.8
3 Developability 2.52
3.1 Jurisdictional Authorities 3 3 3 2 3 2.8
3.2 Zoning & Comprehensive Plan 3 3 1 3 2 2.4
3.3 Ecological Resources through EcoCAT 3 3 3 3 3 3.0
3.4 Historical Resources through IDNR-SHPO 3 2 2 3 2 2.4
3.5 Demolition Requirements 3 2 2 1 2 2.0
4 Feasibility 2.20
4.1 Available Land Area 3 3 3 3 3 3.0
4.2 Vehicular Access 3 3 2 3 2 2.6
4.3 Site Queueing 1 2 1 2 1 1.4
4.4 Access to Utilities with Field Verification 3 3 3 1 2 2.4
4.5 General Topography (LiDAR Only) 2 2 1 1 1 1.4
4.6 Site Features 3 3 1 3 2 2.4
APPENDIX D
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix D
Narrative – Dresser Road
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
DRESSER ROAD SITE
1 OPERATIONS
LOCATION WITHIN SERVICE AREA
The Dresser Road site is close to the current DeKalb transit routes which are concentrated by
Northern Illinois University (NIU). Refer to the site area map in the appendix that shows the three site
locations and current transit routes.
PROGRAM COMPLIANCE
The Dresser Road site is a 35-acre property owned by the City of DeKalb. Fifteen acres of the site are
available to develop, with the remaining portion of the property consisting of a water treatment
plan and water tower. The site is located directly off a current bus route. As discussed at previous
meetings with the City, the site meets the minimum design criteria from a land area perspective. The
City will also be able to acquire a portion of the parcel to the east as part of a previous annexation
agreement to construct the proposed Normal Road extension.
DEADHEAD ANALYSIS
A DeKalb Transit Deadhead Analysis for the existing and potential future routes shows the Dresser
Road site to be the most efficient of the site options when comparing the three sites. It is also more
efficient than the existing site. Refer to the Appendix for the Deadhead Analysis table.
IMPACTS TO ADJACENT DEVELOPMENTS, USERS, AND OCCUPANTS
Currently the property is zoned SFR1 for Single Family Residential. All surrounding properties are
currently zoned as planned development residential or single family residential. Properties to the
east will be residential. The property would be located adjacent to two existing sites, a fire station
and water tower, which are also classified as essential service and part of the emergency
preparedness plan. Potential impacts will be noise and increased vehicle emissions in the area, but
adequate landscape buffering should minimize the noise impacts. The area road network will be
designed to handle the increased bus traffic with all bus ingress and egress to be via the Normal
Road extension. The Normal Road extension northerly of Dresser Road will have a signalized
intersection at Dresser Road that will be a benefit to existing and future traffic. Employee traffic will
use the existing driveway along the west side of the site and not mix with bus traffic. The adjacent
residential areas are not yet developed and can plan for any impacts those developers deem the
transit facility will generate.
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
IMPACTS FROM ADJACENT DEVELOPMENTS, USERS, AND
OCCUPANTS
The site avoids being near industrial areas which would contribute to additional noise, vibration and
exhaust. As the residential areas develop, no changes are expected to occur with those issues.
Impact to the transit facility, from adjoining properties should be of no concern once the transit
facility project has improved the area roadway network.
2 ACQUISITION
OWNERSHIP AND AVAILABILITY
The City currently owns the property. The City can acquire, by donation, an additional 3.79 acres of
property to the east in accordance with the Irongate Annexation Agreement (Article VII, Paragraph
H) whenever desired to construct an extension of Normal Road, which can be used to access the
site.
DEVELOPMENT COST
Specific development costs are not part of the scope of work during site selection, only rating the
potential cost differences between the 3 sites. This site will have higher development costs related
to local transportation improvements, but those cost should be easily offset by the City’s current
ownership of the site. Municipal utility costs to serve the property with sanitary sewer, water main
and stormwater management facilities are expected to be similar to the other sites. It is anticipated
that the later the construction takes place, the more the cost of the project will be due to inflation.
The site has an existing overhead electrical source located off the north side of Dresser Road;
however, it is unknown if this existing electric source will have the capacity to handle future electric
buses. It is not anticipated there will be any disturbance to the existing facilities during the
construction of the facility.
PURCHASE COST (IF APPLICABLE)
The City owns the site. Therefore, no negotiation or cost will be required for acquisition.
TITLE SEARCH
The overall status of the title search is unknown until the title commitments are complete, However
the site is currently owned by the City of DeKalb. An existing wetland easement is at the back of the
property and a drainage easement for a farm tile runs through the property from southwest to
northeast. No other easements are known.
1
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
3 DEVELOPABILITY
JURISDICTIONAL AUTHORITIES
The site contains a wetland to the north of the proposed site development area. The existing
wetland is contained within a wetland easement, and no wetland impacts are anticipated with the
proposed development. Additional coordination will be required with IDNR as the State Historic
Preservation Agency has flagged the site as needing an archeological survey.
ZONING & COMPREHENSIVE PLAN
The site is currently zoned SFR1 (Single-Family Residential) and will have to be rezoned. There are
multiple options for rezoning the property for the proposed use including General Commercial or
Central Business District as a Special Use, or Light Industrial as a Permitted Use. There will be impacts
as the adjacent residential properties begin to develop to the south and northeast.
ECOLOGICAL RESOURCES THROUGH ECOCAT
According to the Illinois Department of Natural Resources (IDNR) Ecological Compliance Assessment
Tool (EcoCAT) there are no records of state-listed threatened or endangered species Illinois Natural
Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water Reserves in
the vicinity Dresser Road site. Refer to the Appendix for Environmental Results to Date – Dresser
Road.
According to the US Fish and Wildlife Service's (USFWS) Information for Planning and Consulting
(IPaC) website, the federally listed endangered Indiana bat, and federally listed threatened
northern long-eared bat and eastern prairie fringed orchid, as well as 11 species of migratory birds,
have the potential to occur at the Dresser Road site. Consultation with the USFWS would be required
to determine the projects potential effects to these species.
HISTORICAL RESOURCES THROUGH IDNR-SHPO
A project review request was submitted to the IDNR Historic Preservation Division on April 15, 2022. In
a response letter dated May 13, 2022, the Historic Preservation Division stated that the project area
has a high probability of containing prehistoric/historic archaeological resources and that a Phase I
archaeological survey is required. The Phase I survey will need to be completed to adequately
evaluate the Dresser Road site for selection.
2
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
DEMOLITION REQUIREMENTS
An existing field tile that runs through the site will need to be removed and replaced with new site
drainage improvements. There may be demolition related to existing utilities, to be determined
during design.
4 FEASIBILITY
AVAILABLE LAND AREA
The property has adequate space for the intended use of the project.
VEHICULAR ACCESS
Currently Dresser Road does not meet the requirements for accessing the site. To access the site,
the extension of Normal Road will need to be built and Dresser Road will require roadway widening
improvements from Annie Glidden through Normal Road. A secondary egress can either be a new
access point off Dresser Road, or a connection can be made to the fire station and water tower
access drive. With the Normal Road extension, a traffic signal can easily be placed at this
intersection.
SITE QUEUEING
Normal Road is located 2,000 feet east of Annie Glidden Road, allowing a queue of up to 40 buses
in peak times. The queue length of the Normal Road extension is 900 feet. A traffic signal could be
installed off Normal Road to assist with peak volumes.
ACCESS TO UTILITIES WITH FIELD VERIFICATION
No substations are located nearby, however, there is existing electric located off Dresser at the front
of the proposed site. City atlases have been provided, and the City has a water and sanitary main
easily accessible to the site. Significant stormwater improvements will be required for the site.
GENERAL TOPOGRAPHY (LIDAR ONLY)
In looking at USGS Topography, the site is relatively flat, but has a ridgeline halfway between the
north and south property lines. This results in water being contained at the southwest corner and the
northeast corner. The ridgeline will have to be eliminated and the ponding water at the southwest
corner will have to be conveyed north of the project site. The ponding water also occurs as a result
of a broken agricultural field tile, which will be repaired and rerouted as a result of development.
3
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
SITE FEATURES
The soils appear to be relative to typical agricultural soils. All of the soils at the site are prime
farmland soils. The majority of the soils are hydric or have minor components that are hydric. There
is no floodplain located within the project area and the NWI shows an existing wetland on the north
end of the property. No disturbance is anticipated within the wetland area. A significant amount of
water currently ponds at the southwest corner of the site, so stormwater improvements will be
needed to contain all the water on the site to discharge to the north to the existing wetland. This
wetland ultimately drains to a creek running north of the high school northeast of the project site.
An outfall storm sewer will likely be necessary to property drain the required stormwater
management facilities, the route of which an easement can be acquired for, at no cost to the City,
via the Irongate Annexation Agreement (Article VIII, Paragraph C).
4
APPENDIX E
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix E
Site Selection Matrix –
Dresser Road
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
City of DeKalb
Transit Operations and Maintenance Facility
Site Selection - Dresser Road
9/6/2022
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
1 Operations 22.60
1.1 Location within service Location and adjacency of the site to Existing or Planned Considerations: The Dresser Road site is close to the current DeKalb transit
area Transit Service. ● Loca)on with City of DeKalb. routes which are concentrated by Northern Illinois University
Scoring Criterion: ● Proximity to exis)ng routes. (NIU).
● Loca)on within exis)ng route network = higher score 2.2 3 6.6 ● Proximity to planned future routes.
● Loca)on outside of exis)ng route network = lower score
1.2 Program Compliance Sufficiency of the site size to accommodate the defined Considerations: The Dresser Road site is a 35-acre property owned by the City
capacity requirements. ● Ability to meet design capacity. of DeKalb. Fifteen acres of the site are available to develop,
Scoring Criterion: ● Requirement for design constraints/concessions that may with the remaining portion of the property consisting of a
● Sufficient size to meet requirements and allow design be driven by smaller sites (e.g., above ground light vehicle water treatment plant and water tower. The site is located
flexibility = higher score parking structure, less capacity at the site). directly off a current bus route. As discussed at previous
● Site size limits ability to meet defined requirements and/or 2.6 2 5.2 ● Selected site has the poten)al to be expanded. meetings with the City, the site meets the minimum design
imposes constraints which may cause increased construction criteria from a land area perspective. The City will also be able
complexity/cost = lower score to acquire, at no cost, a portion of the parcel to the east as
part of a previous annexation agreement to construct the
proposed Normal Road extension.
1.3 Deadhead Analysis High-level comparative assessment of Transit Operations Considerations: A DeKalb Transit Deadhead Analysis for the existing and
costs based on the facility infrastructure. ● Rela)ve differences in revenue fleet deadheading costs potential future routes shows the Dresser Road site to be the
Scoring Criterion: based on number of sites and/or site location(s), to evaluate most efficient of the site options when comparing the three
● Lower opera)onal cost = higher score prospective sites. sites. It is also more efficient than the existing site.
2.4 2 4.8
● Higher opera)onal cost = lower score ● Rela)ve differences in non-revenue fleet travel-related
costs based on number of sites and/or site location(s).
● Incremental opera)ng costs during construc)on.
1.4 Impacts to adjacent Avoid locations close to residential areas that may effect Considerations: Currently the property is zoned SFR1 for Single Family
developments, users, residents with new adjacent noise, vibration, or exhaust. ● Adjacent zoning. Residential. All surrounding properties are currently zoned as
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and planned development residential or single family residential.
● More preferred adjacent uses = higher score development. Properties to the east will be residential. The property would
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a be located adjacent to two existing sites, a fire station and
risk to be evaluated. water tower, which are also classified as essential service and
● Is there any legisla)on that could dictate proximity or part of the emergency preparedness plan. Potential impacts
adjacency requirements given its role as an essential service will be noise and increased vehicle emissions in the area, but
and part of emergency preparedness plan? adequate landscape buffering should minimize the noise
impacts. The area road network will be designed to handle
the increased bus traffic with all bus ingress and egress to be
2.4 1 2.4
via the Normal Road extension. The Normal Road extension
northerly of Dresser Road will have a signalized intersection at
Dresser Road that will be a benefit to existing and future
traffic. Employee traffic will use the existing driveway along
the west side of the site and not mix with bus traffic. The
adjacent residential areas are not yet developed and can plan
for any impacts those developers deem the transit facility will
generate.
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
1.5 Impacts from adjacent Avoid locations close to major industrial areas that may have Considerations: The site avoids being near industrial areas which would
developments, users, adjacent noise, vibration, or exhaust. ● Adjacent zoning. contribute to additional noise, vibration and exhaust. As the
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and residential areas develop, no changes are expected to occur
● More preferred adjacent uses = higher score development. with those issues. Impact to the transit facility, from adjoining
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a properties should be of no concern once the transit facility
1.8 2 3.6
risk to be evaluated. project has improved the area roadway network.
● Is there any legisla)on that could dictate proximity or
adjacency requirements given its role as an essential service
and part of emergency preparedness plan?
2 Acquisition 20.60
2.1 Ownership and Qualitative assessment of the ease of implementing each Considerations: The City currently owns the property. The City can acquire, at
Availability option, considering the complexity of the site development ● Does the City own the property? no cost, an additional 3.79 acres of property to the east in
and facility design. ● Is a land swap possible? accordance with the Irongate Annexation Agreement (Article
Scoring Criterion: 2.2 3 6.6 ● Iden)fy current ownership of site? VII, Paragraph H) whenever desired to construct an extension
● More ease of implementa)on = higher score ● Is the property available? of Normal Road, which can be used to access the site.
● Less ease of implementa)on = lower score ● Land acquisi)on )melines.
● Poli)cal expecta)ons.
2.2 Development Cost High-level comparative assessment of capital / construction Considerations: Specific development costs are not part of the scope of work
costs over the planning horizon. Includes risk and additional ● Rela)ve differences in magnitude and )ming of during site selection, only rating the potential cost differences
operating costs to accommodate construction sequencing and construction costs over the planning horizon between the 3 sites. This site will have higher development
interim work procedures. ● Cost for E-Bus related infrastructure costs related to local transportation improvements, but those
Scoring Criterion: ● Federal funding amounts and )ming cost should be easily offset by the City’s current ownership of
● Lower cost op)on = higher score ● Require full opera)ons to be maintained during (any) the site. Municipal utility costs to serve the property with
● Higher cost op)on = lower score construction activities in and around existing facilities. sanitary sewer, water main and stormwater management
● Land planning, funding and acquisi)on needs to be resolved facilities are expected to be similar to the other sites. It is
before a significant amount of design related to a new facility anticipated that the later the construction takes place, the
2.4 1 2.4
can occur. more the cost of the project will be due to inflation. The site
● Is the 2025 to 2045 growth plan understood? This is cri)cal has an existing overhead electrical source located on the
to timing of facility development (i.e. sequencing, timing and north side of Dresser Road; however, it is unknown if this
staying ahead of growth curve and meeting targets) existing electric source will have the capacity to handle future
electric buses. It is not anticipated there will be any
disturbance to the existing facilities during the construction of
the facility.
2.3 Purchase Cost (if Anticipated site purchase cost (if applicable). Considerations: The City owns the site. Therefore, no negotiations or cost will
applicable) Scoring Criterion: ● Does the City own the property? be required for acquisition.
2.0 3 6
● Lower cost op)on = higher score ● Is a land swap possible?
● Higher cost op)on = lower score ● Acquire value for similar parcels?
2.4 Title Search Considerations: The City has a Title Insurance policy dating from the
● Poten)al )tle restric)ons acquisition of this site. An existing wetland easement is at the
● Exis)ng easements and access rights in site back of the property. There is a drainage easement through
2.8 2 5.6 the property that contains a farm tile which will be relocated
as part of the site improvements. No other easements are
known. The City currently owns the site.
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
3 Developability 18.60
3.1 Jurisdictional Authorities Considerations: The site contains a wetland north of the area to be developed,
● Number of permiLng agencies near site but no impact is anticipated. Additional coordination will be
● Site loca)on required with IDNR as the State Historic Preservation Agency
2.8 2 5.6 has flagged the site as needing an archeological survey.
Access to the site is from a highway owned by the City of
DeKalb. The Normal Road extension will also be a City road.
3.2 Zoning & Consideration of site zoning and whether the site has a Considerations: The site is currently zoned SFR1 (Single-Family Residential)
Comprehensive Plan comprehensive plan with which to adhere. ● Adjacent zoning. and will have to be rezoned. There are multiple options for
Scoring Criterion: ● Adjacent land uses based on exis)ng land use and rezoning the property for the proposed use including General
● More preferred adjacent uses = higher score development. Commercial or Central Business District as a Special Use, or
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a Light Industrial as a Permitted Use. There will be impacts as
2.4 1 2.4
risk to be evaluated. the adjacent residential properties begin to develop to the
● Is there any legisla)on that could dictate proximity or south and northeast.
adjacency requirements given its role as an essential service
and part of emergency preparedness plan?
3.3 Ecological Resources Consideration for the amount (or risk) of contamination on Considerations: According to the Illinois Department of Natural Resources
through EcoCAT the site that would require remediation as part of the site ● The extent to which remedia)on is expected to be required (IDNR) Ecological Compliance Assessment Tool (EcoCAT) there
development. for implementation of each option. are no records of state-listed threatened or endangered
Scoring Criterion: ● May be a nice to have as it may limit op)ons, however, species Illinois Natural Area Inventory sites, dedicated Illinois
● Lesser contamina)on (or risk of contamina)on) = higher remains a risk to be evaluated due to cost implications to the Nature Preserves, or registered Land and Water Reserves in
score overall project. the vicinity Dresser Road site.
● More contamina)on (or risk of contamina)on) = lower ● Presents an opportunity to reclaim and/or improve a site According to the US Fish and Wildlife Service's (USFWS)
score that would otherwise remain vacant and a potential hazard Information for Planning and Consulting (IPaC) website, the
depending upon level of contamination (i.e., good news story, federally listed endangered Indiana bat, and federally listed
improved public perception of the development…). threatened northern long-eared bat and eastern prairie
● Phase 1 ESA (Ini)al Environmental Assessment of fringed orchid, as well as 11 species of migratory birds, have
prospective property). the potential to occur at the Dresser Road site. Consultation
with the USFWS would be required to determine the projects
3.0 3 9 potential effects to these species.
According to the US Fish and Wildlife Service's (USFWS)
Information for Planning and Consulting (IPaC) website, the
federally listed endangered Indiana bat, and federally listed
threatened northern long-eared bat and eastern prairie
fringed orchid, as well as 11 species of migratory birds, have
the potential to occur at the Dresser Road site. Consultation
with the USFWS would be required to determine the projects
potential effects to these species.
3.4 Historical Resources Consideration for the historic nature of the site. Considerations: A project review request was submitted to the IDNR Historic
through IDNR-SHPO Scoring Criterion: ● Are there any historic buildings on the site? Preservation Division on April 15, 2022. In a response letter
● Lesser amount of historic implica)ons = higher score ● Does the site have historic implica)ons? dated May 13, 2022, the Historic Preservation Division stated
● Greater amount of historic implica)ons = lower score that the project area has a high probability of containing
2.4 -1 -2.4 prehistoric/historic archaeological resources and that a Phase
I archaeological survey is required. The Phase I survey will
need to be completed to adequately evaluate the Dresser
Road site for selection.
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
3.5 Demolition Consideration for the amount of existing buildings to be Considerations: An existing field tile that runs through the site will need to be
Requirements demolished. ● Differen)al magnitude of demoli)on between site op)ons. removed and replaced with new site drainage improvements.
Scoring Criterion: 2.0 2 4 ● This is nice to have and not a requirement. There may be demolition related to existing utilities, to be
● Lesser amount of demoli)on = higher score ● Green sites are preferable to reduce costs. determined during design.
● Greater amount of demoli)on = lower score
4 Feasibility 21.60
4.1 Available Land Area Sufficiency of the site size to accommodate the defined Considerations: The property has adequate space for the intended use of the
capacity requirements. ● Value of site from a loca)onal perspec)ve versus project.
Scoring Criterion: availability of land of a sufficient size.
● Sufficient size to meet requirements and allow design
3.0 2 6
flexibility = higher score
● Site size limits ability to meet defined requirements and/or
imposes constraints which may cause increased construction
complexity/cost = lower score
4.2 Vehicular Access Proximity and all directional access to major collector or Considerations: Currently Dresser Road does not meet the requirements for
arterial roadways. ● Mandatory requirement - make sure buses can move accessing the site. To access the site, the extension of Normal
Scoring Criterion: efficiently to and from facility with little (if any) interruption Road will need to be built and Dresser Road will require
● More preferred site access = higher score to traffic flows roadway widening improvements from Annie Glidden through
● Less preferred site access = lower score (i.e. queuing on-site versus on public roadway) Normal Road. A secondary egress can either be a new access
2.6 2 5.2
● More than one ingress/egress must be available point off Dresser Road, or a connection can be made to the
● Differen)al ability to provide redundant site access. fire station and water tower access drive. With the Normal
● Ability to have egress controlled by traffic lights for safe exit Road extension, a traffic signal can easily be placed at this
from the facility. intersection.
4.3 Site Queueing Sufficiency of inbound and outbound queueing on the Considerations: Normal Road is located 2,000 feet east of Annie Glidden
property for revenue fleet arrivals and departures from site. ● Inbound queueing space (# of buses). Road, allowing a queue of up to 40 buses in peak times. The
Scoring Criterion: ● Outbound queueing space (# of buses). queue length of the Normal Road extension is 900 feet. A
● More queueing space (without excessive travel distance) = ● Opera)onal requirements based on peak departure and traffic signal will likely be required at the Normal
1.4 3 4.2
higher score arrival times from site. Road/Dresser Road intersection to control peak traffic
● Less queueing space (if posing opera)onal challenges) = ● Traffic controls and conges)on during peak )mes volumes.
lower score
4.4 Access to Utilities with Ease of implementation of servicing site with required water, Considerations: No substations are located nearby, however, there is existing
Field Verification gas wastewater, and electrical infrastructure. ● Timing and complexity of providing required power to site electric located along Dresser at the front of the proposed
Scoring Criterion: based on proximity to existing electrical infrastructure (e.g. site. City atlases have been provided, and the City has a water
● More preferred site servicing = higher score substations). and sanitary main easily accessible to the site. Significant
● Less preferred site servicing = lower score ● Resiliency of electrical service (e.g. ability to implement stormwater improvements will be required for the site.
2.4 1 2.4
redundant feeds, proximity to site which are at less risk of
power interruption).
● Timing and complexity of providing required non-electrical
site services based on proximity to existing infrastructure.
4.5 General Topography The site landform should be flat or gently sloping to minimize Considerations: In looking at USGS Topography, the site is relatively flat, but
(LiDAR Only) earthwork costs. ● Magnitude and loca)on of site eleva)on variability with has a ridgeline halfway between the north and south property
Scoring Criterion: respect to facility footprint and site development areas. lines. This results in water being temporarily contained at the
● FlaTer site = higher score ● This is a nice to have versus a requirement. southwest corner and the northeast corner while being
● Less flat site = lower score 1.4 1 1.4 drained by farm tiles. The ridgeline will have to be eliminated
and the ponding water at the southwest corner will be better
managed by the site's stormwater management basins and
storm sewer outfall improvements.
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
4.6 Site Features Ability to accommodate other site features Considerations: The soils appear to be typical agricultural soils. All of the soils
based on size and shape of site. ● Drainage with field verifica)on at the site are prime farmland soils. The majority of the soils
Scoring Criterion: ● General soils are hydric or have minor components that are hydric. There
● Available space and/or layout flexibility = higher score ● Floodplains is no floodplain located within the project area and the NWI
● Limited space and/or layout constraints = lower score ● Na)onal Wetland Inventory Map shows an existing wetland on the north end of the property.
● Stormwater management No disturbance is anticipated within the wetland area. A
● Storm ponds significant amount of water currently ponds at the southwest
corner of the site, so stormwater improvements will be
needed to contain all the water on the site to discharge to the
2.4 1 2.4 north to the existing wetland. This wetland ultimately drains
to a creek running north of the high school which is northeast
of the project site. An outfall storm sewer will be necessary
to property drain the required stormwater management
facilities, the route of which an easement can be acquired for,
at no cost to the City, via the Irongate Annexation Agreement
(Article VIII, Paragraph C).
OVERALL SCORE
(Sum of Category 83.40
Headings)
APPENDIX F
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix F
Environmental Results to Date –
Dresser Road
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
Applicant: Engineering Enterprises, Inc. IDNR Project Number: 2212267
Contact: Doug Keppy Date: 04/21/2022
Address: 52 Wheeler Rd Alternate Number: DK2001
Sugar Grove, IL 60554
Project: DeKalb Transit Maintenance Facility - Dresser Road
Address: 850 West Dresser Road, DeKalb
Description: Construct a new Transit and Maintenance Facility for the City of DeKalb to service public
transportation
Natural Resource Review Results
Consultation for Endangered Species Protection and Natural Areas Preservation (Part 1075)
The Illinois Natural Heritage Database contains no record of State-listed threatened or endangered species,
Illinois Natural Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water
Reserves in the vicinity of the project location.
Consultation is terminated. This consultation is valid for two years unless new information becomes
available that was not previously considered; the proposed action is modified; or additional species, essential
habitat, or Natural Areas are identified in the vicinity. If the project has not been implemented within two years
of the date of this letter, or any of the above listed conditions develop, a new consultation is necessary.
Termination does not imply IDNR's authorization or endorsement.
Location
The applicant is responsible for the
accuracy of the location submitted
for the project.
County: DeKalb
Township, Range, Section:
40N, 4E, 10
IL Department of Natural Resources Government Jurisdiction
Contact IL Environmental Protection Agency
Adam Rawe Doug Keppy
217-785-5500 52 Wheeler Road
Division of Ecosystems & Environment Sugar Grove, Illinois 60554
Disclaimer
The Illinois Natural Heritage Database cannot provide a conclusive statement on the presence, absence, or
condition of natural resources in Illinois. This review reflects the information existing in the Database at the time
of this inquiry, and should not be regarded as a final statement on the site being considered, nor should it be a
substitute for detailed site surveys or field surveys required for environmental assessments. If additional
protected resources are encountered during the project¶s implementation, compliance with applicable statutes
and regulations is required.
Page 1 of 2
IDNR Project Number: 2212267
Terms of Use
By using this website, you acknowledge that you have read and agree to these terms. These terms may be
revised by IDNR as necessary. If you continue to use the EcoCAT application after we post changes to these
terms, it will mean that you accept such changes. If at any time you do not accept the Terms of Use, you may not
continue to use the website.
1. The IDNR EcoCAT website was developed so that units of local government, state agencies and the public
could request information or begin natural resource consultations on-line for the Illinois Endangered Species
Protection Act, Illinois Natural Areas Preservation Act, and Illinois Interagency Wetland Policy Act. EcoCAT uses
databases, Geographic Information System mapping, and a set of programmed decision rules to determine if
proposed actions are in the vicinity of protected natural resources. By indicating your agreement to the Terms of
Use for this application, you warrant that you will not use this web site for any other purpose.
2. Unauthorized attempts to upload, download, or change information on this website are strictly prohibited and
may be punishable under the Computer Fraud and Abuse Act of 1986 and/or the National Information
Infrastructure Protection Act.
3. IDNR reserves the right to enhance, modify, alter, or suspend the website at any time without notice, or to
terminate or restrict access.
Security
EcoCAT operates on a state of Illinois computer system. We may use software to monitor traffic and to identify
unauthorized attempts to upload, download, or change information, to cause harm or otherwise to damage this
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Unauthorized use, tampering with or modification of this system, including supporting hardware or software, may
subject the violator to criminal and civil penalties. In the event of unauthorized intrusion, all relevant information
regarding possible violation of law may be provided to law enforcement officials.
Privacy
EcoCAT generates a public record subject to disclosure under the Freedom of Information Act. Otherwise, IDNR
uses the information submitted to EcoCAT solely for internal tracking purposes.
Page 2 of 2
West Dresser Road
1:14,492
0 0.125 0.25 0.5 mi
U.S. Fish and Wildlife Service, National Standards and Support Team,
wetlands_team@fws.gov
0 0.175 0.35 0.7 km
This map is for general reference only. The US Fish and Wildlife
August 1, 2019 Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Wetlands Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland Other
Estuarine and Marine Wetland Freshwater Pond Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper
Soil Map—DeKalb County, Illinois
88° 46' 9'' W 88° 45' 52'' W
353370 353430 353490 353550 353610 353670 353730
41° 57' 22'' N 41° 57' 22'' N
4646410
4646410
4646350
4646350
4646290
4646290
4646230
4646230
4646170
4646170
4646110
4646110
4646050
4646050
4645990
4645990
Soil Map may not be valid at this scale. 4645930
4645930
41° 57' 5'' N 41° 57' 5'' N
353370 353430 353490 353550 353610 353670 353730
88° 46' 9'' W 88° 45' 52'' W
Map Scale: 1:2,490 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 35 70 140 210
Feet
0 100 200 400 600
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—DeKalb County, Illinois
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI) 1:12,000.
Stony Spot
Soils Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Source of Map: Natural Resources Conservation Service
Rails
Closed Depression
Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Landfill
Local Roads Albers equal-area conic projection, should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: DeKalb County, Illinois
Miscellaneous Water Survey Area Data: Version 16, Aug 31, 2021
Perennial Water Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Aug 3, 2019—Aug
24, 2019
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—DeKalb County, Illinois
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
154A Flanagan silt loam, 0 to 2 1.4 7.8%
percent slopes
171B Catlin silt loam, 2 to 5 percent 1.4 7.8%
slopes
356A Elpaso silty clay loam, 0 to 2 8.4 46.8%
percent slopes
512B Danabrook silt loam, 2 to 5 6.7 37.6%
percent slopes
Totals for Area of Interest 17.9 100.0%
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3
APPENDIX G
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix G
Narrative – Barber Greene Road
Site
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
BARBER GREENE ROAD SITE
1 OPERATIONS
LOCATION WITHIN SERVICE AREA
The Barber Greene Road site is easternmost site of the three options. It is located to the north of the
existing site. The site is remote to the majority of the current DeKalb transit routes which are
concentrated by Northern Illinois University (NIU). Refer to the site area map in the appendix that
shows the three site locations and current transit routes.
PROGRAM COMPLIANCE
The Barber Greene Road site is an over 59-acre total site located on two parcels, one being 52.8
acres and the other being a 6.55-acre site, located in DeKalb and Cortland Townships, respectively.
The property’s north lot lines border the City of Sycamore. The proposed properties are currently
privately owned by the same owner, and available for purchase. It is estimated that the proposed
site is almost triple that of the previous sites and will have sufficient room for expansion. It is assumed
that the design capacities will be met with the property, with several points of access, and located
east of the transit routes.
DEADHEAD ANALYSIS
A DeKalb Transit Deadhead Analysis for the existing and potential future routes shows the Barber
Greene Road site to be the least efficient of the site options when comparing the three sites. It is
also less efficient than the existing site. Refer to the Appendix for the Deadhead Analysis table.
IMPACTS TO ADJACENT DEVELOPMENTS, USERS, AND OCCUPANTS
All surrounding properties are zoned or comprehensively planned for commercial or industrial. No
residential zoned areas are near the property. Nearly all sites are developed surrounding the
property and no negative impact is expected from the site being developed. The many access
points to the site as well as a portion being accessible off Illinois Route 23 also help the site in
considering its role as an essential service. Potential impacts will be noise and increased vehicle
emissions in the area, but adequate landscape buffering should minimize the noise impacts. The
area road network is adequate to handle the increased bus traffic and no additional road
improvements will be required other than at the immediate access points. There are no planned
residential developments in the vicinity and the impacts to the commercial and industrial uses in the
area should be minimal.
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
IMPACTS FROM ADJACENT DEVELOPMENTS, USERS, AND
OCCUPANTS
There are industrially zoned properties along the entire east side of the property. All other adjacent
properties are existing or planned commercial. The industrial properties are separated by the former
railroad property that is intended to be used as a multiuse path. The existing industrial buildings to
the east can create additional noise and exhaust, which will also be the case for the new Transit
Maintenance Facility. Impact to the transit facility, from adjoining properties, is deemed minimal.
2 ACQUISITION
OWNERSHIP AND AVAILABILITY
Currently both parcels are owned by the Klages and used for agricultural purposes. The properties
have been for sale since July of 2021. A land swap is not expected to be part of negotiation of sale.
DEVELOPMENT COST
Specific development costs are not part of the scope of work during site selection, only rating the
potential cost differences between the 3 sites. This site will have lower development costs related to
local transportation improvements due to the existing road improvements along the property
frontages. Municipal utility costs to serve the property with sanitary sewer, water main and
stormwater management facilities are expected to be similar to the other sites. It is anticipated that
the later the construction takes place, the more the cost of the project will be due to inflation.
Three-phase electrical supply is located along the east property line, making accessibility to new
electrical supply easier for E-Bus charging stations. Final electrical load delivery will have to be
coordinated between electrical supplier and design. No anticipated disturbance to the existing
route or operations is anticipated as it is a green site.
PURCHASE COST (IF APPLICABLE)
The city does not own the property and a land swap is not expected. The site is the only one
available within the vicinity. This site is currently listed for sale at $3.2 million, but due to the size of the
property, acquisition of the entire site would not be required if the owner is willing to sell only part.
TITLE SEARCH
The overall status of the title search is unknown until the title commitments are complete. No
easements are known throughout the site.
1
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
3 DEVELOPABILITY
JURISDICTIONAL AUTHORITIES
The site is not within the City of DeKalb corporate limits and will require annexation. The corporate
limits of the City of DeKalb are adjacent westerly, southerly and easterly of the site. Access to the
project site is along county and state highways and will require coordination with both entities.
ZONING & COMPREHENSIVE PLAN
The Comprehensive Plan designation for this property is Commercial. A General Commercial zoning
upon annexation would require a Special Use for the proposed bus terminal. Light Industrial zoning
would allow the proposed use as a Permitted Use.
ECOLOGICAL RESOURCES THROUGH ECOCAT
According to the Illinois Department of Natural Resources (IDNR) Ecological Compliance Assessment
Tool (EcoCAT) there are no records of state-listed threatened or endangered species Illinois Natural
Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water Reserves in
the vicinity Barber Greene Road site. Refer to the Appendix for Environmental Results to Date –
Barber Greene Road.
According to the US Fish and Wildlife Service's (USFWS) Information for Planning and Consulting
(IPaC) website, the federally listed endangered Indiana bat, and federally listed threatened
northern long-eared bat and eastern prairie fringed orchid, as well as 11 species of migratory birds,
have the potential to occur at the Barber Greene Road site. Consultation with the USFWS would be
required to determine the projects potential effects to these species.
HISTORICAL RESOURCES THROUGH IDNR-SHPO
The Illinois State Historic Preservation Office (SHPO) clearance was submitted. No existing structures
are on site and the State HARGIS showing locations of historical impact indicate nothing exists within
the project location.
DEMOLITION REQUIREMENTS
The site is a green site, therefore there will be no demolition of existing structures. There may be
demolition related to existing utilities, to be determined during design.
2
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
4 FEASIBILITY
AVAILABLE LAND AREA
The property has more than sufficient space for the intended use of the project, with the possibility
to sell off unneeded land area for the project, if desired. It can also be investigated to purchase
only part of the property, allowing the Illinois State Route 23 frontage to be sold to others.
VEHICULAR ACCESS
Buses will be able to queue both on a longer access drive off Barber Greene and on Barber Greene
if necessary. Barber Greene is a three-lane road allowing queue traffic to be in the middle lane.
There is an existing signal at Illinois Route 23 and Oakland Drive. Additional access can be
established off Illinois Route 23, Oakland Drive (with the purchase of an existing vacant property just
north of the site), and/or Wirsing Parkway. A new traffic signal could be installed off Barber Greene.
All other access points would have to be stop-controlled.
SITE QUEUEING
Queuing will vary between 500 to 1,000 feet depending on the access location of the site, which
equates to 10 to 20 buses. A traffic signal could be installed off Barber Greene to assist with peak
volumes, where it would flash yellow in other non-peak hours. Queuing will not be an issue off Barber
Greene as there is an existing shared turn lane along the entire length of Barber Greene.
ACCESS TO UTILITIES WITH FIELD VERIFICATION
No substations are located nearby, however, the adjacent and easterly electrical distribution lines
appear to be three-phase of unknown capacity. This is a major benefit as other sites may not be
able to provide this power. The City has provided atlas maps that indicate storm and sanitary at the
southwest corner of the site and water along the south side of Barber Greene. Water is also along
available along a possible extension of Wirsing Parkway. The site is the only undeveloped site in the
area, so other utilities should be readily available around the site.
GENERAL TOPOGRAPHY (LIDAR ONLY)
In looking at USGS Topography, it appears most of the site flows to an existing waterway dividing the
two parcels of the site. The flow goes from the southeast corner to the north portion of the site. The
northerly flow enters a storm sewer system that crosses Oakland Drive in Sycamore to the north. The
detention could be constructed along the waterway before tying into existing storm, if applicable.
From the USGS topo, there appears to be almost 20 feet of vertical fall from one part of the site to
the other, resulting in a significant amount of earthwork to balance the site.
3
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
SITE FEATURES
The soils appear to be relative to typical agricultural soils. All of the soils at the site are prime
farmland soils. The majority of the soils are hydric or have minor components that are hydric. There is
no floodplain located within the project area and the NWI shows a small wetland on the property
along the south property line, that will require mitigation or can be located between access drives.
4
APPENDIX H
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix H
Site Selection Matrix – Barber
Greene Road
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
City of DeKalb
Transit Operations and Maintenance Facility
Site Selection - Barber Greene Road
9/6/2022
Criterion
# Criterion Basis of Evaluation Scenario Score Score Considerations Scoring Notes
Weighting
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
1 Operations 16.60
1.1 Location within service Location and adjacency of the site to Existing or Planned Considerations: The Barber Greene Road site is easternmost site of the three
area Transit Service. ● Loca)on with City of DeKalb. options. It is located to the north of the existing site. The site
Scoring Criterion: ● Proximity to exis)ng routes. is remote to the majority of the current DeKalb transit routes
● Loca)on within exis)ng route network = higher score 2.2 1 2.2 ● Proximity to planned future routes. which are concentrated by Northern Illinois University (NIU).
● Loca)on outside of exis)ng route network = lower score
1.2 Program Compliance Sufficiency of the site size to accommodate the defined Considerations: The Barber Greene Road site is an over 59-acre total site
capacity requirements. ● Ability to meet design capacity. located on two parcels, one being 52.8 acres and the other
Scoring Criterion: ● Requirement for design constraints/concessions that may being a 6.55-acre site, located in DeKalb and Cortland
● Sufficient size to meet requirements and allow design be driven by smaller sites (e.g. above ground light vehicle Townships, respectively. The property’s north lot lines border
flexibility = higher score parking structure, less capacity at the site). the City of Sycamore. The proposed properties are currently
● Site size limits ability to meet defined requirements and/or ● Selected site has the poten)al to be expanded. privately owned by the same owner, and listed as available for
imposes constraints which may cause increased construction 2.6 3 7.8 purchase on the CREXI.com website. It is estimated that the
complexity/cost = lower score proposed site is almost triple that of the previous sites and
will have sufficient room for expansion. It is assumed that the
design capacities will be met with the property, with several
points of access, and located east of the transit routes.
1.3 Deadhead Analysis High-level comparative assessment of Transit Operations Considerations: A DeKalb Transit Deadhead Analysis for the existing and
costs based on the facility infrastructure. ● Rela)ve differences in revenue fleet deadheading costs potential future routes shows the Barber Greene Road site to
Scoring Criterion: based on number of sites and/or site location(s), to evaluate be the least efficient of the site options when comparing the
● Lower opera)onal cost = higher score prospective sites. three sites. It is also less efficient than the existing site.
2.4 -1 -2.4
● Higher opera)onal cost = lower score ● Rela)ve differences in non-revenue fleet travel-related
costs based on number of sites and/or site location(s).
● Incremental opera)ng costs during construc)on.
1.4 Impacts to adjacent Avoid locations close to residential areas that may effect Considerations: All surrounding properties are zoned or comprehensively
developments, users, residents with new adjacent noise, vibration, or exhaust. ● Adjacent zoning. planned for commercial or industrial. No residential zoned
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and areas are near the property. Nearly all sites are developed
● More preferred adjacent uses = higher score development. surrounding the property and no negative impact is expected
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a from the site being developed. The many access points to the
risk to be evaluated. site as well as a portion being accessible off Illinois Route 23
● Is there any legisla)on that could dictate proximity or also help the site in considering its role as an essential service.
adjacency requirements given its role as an essential service Potential impacts will be noise and increased vehicle
and part of emergency preparedness plan? emissions in the area, but adequate landscape buffering
2.4 3 7.2
should minimize the noise impacts. The area road network is
adequate to handle the increased bus traffic and no
additional road improvements will be required other than at
the immediate access points. There are no planned
residential developments in the vicinity and the impacts to
the commercial and industrial uses in the area should be
minimal.
1.5 Impacts from adjacent Avoid locations close to major industrial areas that may have Considerations: There are industrially zoned properties along the entire east
developments, users, adjacent noise, vibration, or exhaust. ● Adjacent zoning. side of the property. All other adjacent properties are existing
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and or planned commercial. The industrial properties are
● More preferred adjacent uses = higher score development. separated by the former railroad property that is intended to
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a be used as a multiuse path. The existing industrial buildings to
1.8 1 1.8
risk to be evaluated. the east can create additional noise and exhaust, which will
● Is there any legisla)on that could dictate proximity or also be the case for the new Transit Maintenance Facility.
adjacency requirements given its role as an essential service Impact to the transit facility, from adjoining properties, is
and part of emergency preparedness plan? deemed minimal.
2 Acquisition 10.20
2.1 Ownership and Qualitative assessment of the ease of implementing each Considerations: Currently both parcels are owned by the Klages and used for
Availability option, considering the complexity of the site development ● Does the City own the property? agricultural purposes. The properties have been for listed for
and facility design. ● Is a land swap possible? sale on the CREXI website since July of 2021. A land swap is
Scoring Criterion: 2.2 1 2.2 ● Iden)fy current ownership of site? not expected to be part of negotiation of sale.
● More ease of implementa)on = higher score ● Is the property available?
● Less ease of implementa)on = lower score ● Land acquisi)on )melines.
● Poli)cal expecta)ons.
2.2 Development Cost High-level comparative assessment of capital / construction Considerations: Specific development costs are not part of the scope of work
costs over the planning horizon. Includes risk and additional ● Rela)ve differences in magnitude and )ming of during site selection, only rating the potential cost differences
operating costs to accommodate construction sequencing and construction costs over the planning horizon between the 3 sites. This site will have lower development
interim work procedures. ● Cost for E-Bus related infrastructure costs related to local transportation improvements due to the
Scoring Criterion: ● Federal funding amounts and )ming existing road improvements along the property frontages.
● Lower cost op)on = higher score ● Require full opera)ons to be maintained during (any) Municipal utility costs to serve the property with sanitary
● Higher cost op)on = lower score construction activities in and around existing facilities. sewer, water main and stormwater management facilities are
● Land planning, funding and acquisi)on needs to be resolved expected to be similar to the other sites. It is anticipated that
before a significant amount of design related to a new facility the later the construction takes place, the more the cost of
2.4 3 7.2
can occur. the project will be due to inflation. Three-phase electrical
● Is the 2025 to 2045 growth plan understood? This is cri)cal supply is located along the east property line, making
to timing of facility development (i.e. sequencing, timing and accessibility to new electrical supply easier for E-Bus charging
staying ahead of growth curve and meeting targets) stations. Final electrical load delivery will have to be
coordinated between electrical supplier and design. No
anticipated disturbance to the existing route or operations is
anticipated as it is a green site.
2.3 Purchase Cost (if Anticipated site purchase cost (if applicable). Considerations: The city does not own the property and a land swap is not
applicable) Scoring Criterion: ● Does the City own the property? expected. The site is the only one available within the vicinity.
● Lower cost op)on = higher score ● Is a land swap possible? This site is currently listed for sale on the CREXI website at
2.0 -1 -2
● Higher cost op)on = lower score ● Acquire value for similar parcels? $3.2 million, but due to the size of the property, acquisition of
the entire site would not be required if the owner is willing to
sell only part.
2.4 Title Search Considerations: The overall status of the title search is unknown until the title
2.8 1 2.8 ● Poten)al )tle restric)ons commitments are complete. No easements are known
● Exis)ng easements and access rights in site throughout the site.
3 Developability 17.00
3.1 Jurisdictional Authorities Considerations: The site is not within the City of DeKalb corporate limits and
● Number of permiLng agencies near site will require annexation. The corporate limits of the City of
● Site loca)on DeKalb are adjacent westerly, southerly and easterly of the
2.8 -1 -2.8
site. Access to the project site is county and state highways
and will require coordination with both entities.
3.2 Zoning & Consideration of site zoning and whether the site has a Considerations: The Comprehensive Plan designation for this property is
Comprehensive Plan comprehensive plan with which to adhere. ● Adjacent zoning. Commercial. A General Commercial zoning upon annexation
Scoring Criterion: ● Adjacent land uses based on exis)ng land use and would require a Special Use for the proposed bus terminal.
● More preferred adjacent uses = higher score development. Light Industrial zoning would allow the proposed use as a
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a Permitted Use.
2.4 -1 -2.4
risk to be evaluated.
● Is there any legisla)on that could dictate proximity or
adjacency requirements given its role as an essential service
and part of emergency preparedness plan?
3.3 Ecological Resources Consideration for the amount (or risk) of contamination on Considerations: According to the Illinois Department of Natural Resources
through EcoCAT the site that would require remediation as part of the site ● The extent to which remedia)on is expected to be required (IDNR) Ecological Compliance Assessment Tool (EcoCAT) there
development. for implementation of each option. are no records of state-listed threatened or endangered
Scoring Criterion: ● May be a nice to have as it may limit op)ons, however, species Illinois Natural Area Inventory sites, dedicated Illinois
● Lesser contamina)on (or risk of contamina)on) = higher remains a risk to be evaluated due to cost implications to the Nature Preserves, or registered Land and Water Reserves in
score overall project. the vicinity Barber Greene Road site.
● More contamina)on (or risk of contamina)on) = lower ● Presents an opportunity to reclaim and/or improve a site According to the US Fish and Wildlife Service's (USFWS)
score that would otherwise remain vacant and a potential hazard Information for Planning and Consulting (IPaC) website, the
3.0 3 9 depending upon level of contamination (i.e., good news story, federally listed endangered Indiana bat, and federally listed
improved public perception of the development…). threatened northern long-eared bat and eastern prairie
● Phase 1 ESA (Ini)al Environmental Assessment of fringed orchid, as well as 11 species of migratory birds, have
prospective property). the potential to occur at the Barber Greene Road site.
Consultation with the USFWS would be required to determine
the projects potential effects to these species.
3.4 Historical Resources Consideration for the historic nature of the site. Considerations: The Illinois State Historic Preservation Office (SHPO) clearance
through IDNR-SHPO Scoring Criterion: ● Are there any historic buildings on the site? was received on May 13, 2022. No existing structures are on
● Lesser amount of historic implica)ons = higher score 2.4 3 7.2 ● Does the site have historic implica)ons? site and the State HARGIS showing locations of historical
● Greater amount of historic implica)ons = lower score impact indicate nothing exists within the project location.
3.5 Demolition Consideration for the amount of existing buildings to be Considerations: The site is a green site, therefore there will be no demolition
Requirements demolished. ● Differen)al magnitude of demoli)on between site op)ons. of existing structures. There may be demolition related to
Scoring Criterion: 2.0 3 6 ● This is nice to have and not a requirement. existing utilities, to be determined during design.
● Lesser amount of demoli)on = higher score ● Green sites are preferable to reduce costs.
● Greater amount of demoli)on = lower score
4 Feasibility 28.60
4.1 Available Land Area Sufficiency of the site size to accommodate the defined Considerations: The property has more than sufficient space for the intended
capacity requirements. ● Value of site from a loca)onal perspec)ve versus use of the project, with the possibility to sell off unneeded
Scoring Criterion: availability of land of a sufficient size. land area for the project, if desired. It can also be investigated
● Sufficient size to meet requirements and allow design to purchase only part of the property, allowing the Illinois
3.0 3 9
flexibility = higher score State Route 23 frontage to be sold to others.
● Site size limits ability to meet defined requirements and/or
imposes constraints which may cause increased construction
complexity/cost = lower score
4.2 Vehicular Access Proximity and all directional access to major collector or Considerations: Buses will be able to queue both on a longer access drive off
arterial roadways. ● Mandatory requirement - make sure buses can move Barber Greene and on Barber Greene if necessary. Barber
Scoring Criterion: efficiently to and from facility with little (if any) interruption Greene is a three-lane road allowing queue traffic to be in the
● More preferred site access = higher score to traffic flows middle lane. There is an existing signal at Illinois Route 23 and
● Less preferred site access = lower score (i.e. queuing on-site versus on public roadway) Oakland Drive. Additional access can be established from
● More than one ingress/egress must be available Illinois Route 23 at Oakland Drive (with the purchase of an
2.6 3 7.8
● Differen)al ability to provide redundant site access. existing Oakland Drive vacant property just north of the site),
● Ability to have egress controlled by traffic lights for safe exit and/or Wirsing Parkway. A new traffic signal could be
from the facility. installed at a new access drive from Barber Greene. All other
access points would have to be stop-controlled.
4.3 Site Queueing Sufficiency of inbound and outbound queueing on the Considerations: Queuing will vary between 500 to 1,000 feet depending on
property for revenue fleet arrivals and departures from site. ● Inbound queueing space (# of buses). the access location of the site, which equates to 10 to 20
Scoring Criterion: ● Outbound queueing space (# of buses). buses. A traffic signal could be installed on Barber Greene at a
● More queueing space (without excessive travel distance) = ● Opera)onal requirements based on peak departure and new access drive to assist with peak volumes, where it would
1.4 3 4.2
higher score arrival times from site. flash yellow in other non-peak hours. Queuing will not be an
● Less queueing space (if posing opera)onal challenges) = ● Traffic controls and conges)on during peak )mes issue on Barber Greene as there is an existing shared turn
lower score lane along the entire length of Barber Greene.
4.4 Access to Utilities with Ease of implementation of servicing site with required water, Considerations: No substations are located nearby, however, the adjacent and
Field Verification gas wastewater, and electrical infrastructure. ● Timing and complexity of providing required power to site easterly electrical distribution lines appear to be three-phase
Scoring Criterion: based on proximity to existing electrical infrastructure (e.g. of unknown capacity. This is a major benefit as other sites
● More preferred site servicing = higher score substations). may not be able to provide this power. The City has provided
● Less preferred site servicing = lower score ● Resiliency of electrical service (e.g. ability to implement atlas maps that indicate storm and sanitary at the southwest
2.4 1 2.4 redundant feeds, proximity to site which are at less risk of corner of the site and water along the south side of Barber
power interruption). Greene. Water is also along available along a possible
● Timing and complexity of providing required non-electrical extension of Wirsing Parkway. The site is the only
site services based on proximity to existing infrastructure. undeveloped site in the area, so other utilities should be
readily available around the site.
4.5 General Topography The site landform should be flat or gently sloping to minimize Considerations: In reviewing USGS Topography, it appears most of the site
(LiDAR Only) earthwork costs. ● Magnitude and loca)on of site eleva)on variability with flows to an existing waterway dividing the two parcels of the
Scoring Criterion: respect to facility footprint and site development areas. site. The flow goes from the southeast corner to the north
● FlaTer site = higher score ● This is a nice to have versus a requirement. portion of the site. The northerly flow enters a storm sewer
● Less flat site = lower score system that crosses Oakland Drive in Sycamore to the north.
The detention could be constructed along the waterway
1.4 2 2.8
before tying into the existing storm sewer, if applicable. From
the USGS topo, there appears to be almost 20 feet of vertical
fall from one part of the site to the other, resulting in a
significant amount of earthwork to balance the site.
4.6 Site Features Ability to accommodate other site features Considerations: The soils appear to be typical agricultural soils. All of the soils
based on size and shape of site. ● Drainage with field verifica)on at the site are prime farmland soils. The majority of the soils
Scoring Criterion: ● General soils are hydric or have minor components that are hydric. There is
● Available space and/or layout flexibility = higher score ● Floodplains no floodplain located within the project area and the NWI
2.4 1 2.4
● Limited space and/or layout constraints = lower score ● Na)onal Wetland Inventory Map shows a small wetland on the property along the south
● Stormwater management property line, that will require mitigation or can be located
● Storm ponds between access drives.
OVERALL SCORE
(Sum of Category 72.40
Headings)
APPENDIX I
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix I
Environmental Results to Date –
Barber Greene Road
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
Applicant: Engineering Enterprises Inc. IDNR Project Number: 2212244
Contact: Doug Keppy Date: 04/20/2022
Address: 52 Wheeler Road Alternate Number: DK2001
Sugar Grove, IL 60554
Project: Dekalb Transit Maintenance Facility - Site 1
Address: 1701 Barber Greene Road, Dekalb
Description: Construct a new Transit and Maintenance Facility to be used for servicing public
transportation
Natural Resource Review Results
Consultation for Endangered Species Protection and Natural Areas Preservation (Part 1075)
The Illinois Natural Heritage Database contains no record of State-listed threatened or endangered species,
Illinois Natural Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water
Reserves in the vicinity of the project location.
Consultation is terminated. This consultation is valid for two years unless new information becomes
available that was not previously considered; the proposed action is modified; or additional species, essential
habitat, or Natural Areas are identified in the vicinity. If the project has not been implemented within two years
of the date of this letter, or any of the above listed conditions develop, a new consultation is necessary.
Termination does not imply IDNR's authorization or endorsement.
Location
The applicant is responsible for the
accuracy of the location submitted
for the project.
County: DeKalb
Township, Range, Section:
40N, 4E, 12
40N, 5E, 7
IL Department of Natural Resources Government Jurisdiction
Contact IL Environmental Protection Agency
Adam Rawe Douglas Keppy
217-785-5500 52 Wheeler Road
Division of Ecosystems & Environment Sugar Grove, Illinois 60554
Disclaimer
The Illinois Natural Heritage Database cannot provide a conclusive statement on the presence, absence, or
condition of natural resources in Illinois. This review reflects the information existing in the Database at the time
of this inquiry, and should not be regarded as a final statement on the site being considered, nor should it be a
substitute for detailed site surveys or field surveys required for environmental assessments. If additional
protected resources are encountered during the project¶s implementation, compliance with applicable statutes
and regulations is required.
Page 1 of 2
IDNR Project Number: 2212244
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Page 2 of 2
NWI
1:7,577
0 0.05 0.1 0.2 mi
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS,
USDA, USGS, AeroGRID, IGN, and the GIS User Community
0 0.1 0.2 0.4 km
This map is for general reference only. The US Fish and Wildlife
April 13, 2022 Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Wetlands Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland Other
Estuarine and Marine Wetland Freshwater Pond Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper
Soil Map—DeKalb County, Illinois
88° 43' 28'' W 88° 42' 33'' W
357100 357200 357300 357400 357500 357600 357700 357800 357900 358000 358100 358200 358300
41° 57' 27'' N 41° 57' 27'' N
4646500
4646400
4646400
4646300
4646300
4646200
4646200
4646100
4646100
4646000
4646000
4645900
4645900
4645800
4645800
Soil Map may not be valid at this scale. 4645700
4645700
41° 57' 0'' N 41° 57' 0'' N
357100 357200 357300 357400 357500 357600 357700 357800 357900 358000 358100 358200 358300
88° 43' 28'' W 88° 42' 33'' W
Map Scale: 1:5,850 if printed on A landscape (11" x 8.5") sheet.
Meters
N 0 50 100 200 300
Feet
0 250 500 1000 1500
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84
Natural Resources Web Soil Survey 4/14/2022
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—DeKalb County, Illinois
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI) 1:12,000.
Stony Spot
Soils Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Source of Map: Natural Resources Conservation Service
Rails
Closed Depression
Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Landfill
Local Roads Albers equal-area conic projection, should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: DeKalb County, Illinois
Miscellaneous Water Survey Area Data: Version 16, Aug 31, 2021
Perennial Water Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Aug 3, 2019—Aug
24, 2019
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
Natural Resources Web Soil Survey 4/14/2022
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—DeKalb County, Illinois
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
154A Flanagan silt loam, 0 to 2 1.5 2.3%
percent slopes
348B Wingate silt loam, cool mesic, 42.3 66.4%
2 to 5 percent slopes
356A Elpaso silty clay loam, 0 to 2 20.0 31.3%
percent slopes
Totals for Area of Interest 63.8 100.0%
Natural Resources Web Soil Survey 4/14/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3
DeKalb County PLEASE REFER TO: SHPO LOG #013041522
DeKalb
Area bound by Barber Greene Rd., Peace Rd., Wirsing Parkway, Oakland Dr.
IEPA
*New construction, transit operation & maintenance facility
May 13, 2022
Douglas Keppy
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, IL 60554
Dear Mr. Keppy:
The Illinois State Historic Preservation Office is required by the Illinois State Agency Historic Resources Preservation Act (20 ILCS 3420, as
amended, 17 IAC 4180) to review all state undertakings for their effect on cultural resources. Pursuant to this requirement, we have
received information regarding the above referenced project for our comment.
According to the information provided concerning the proposed project, apparently there is no federal involvement in your project.
However, please note that the state law is less restrictive than the federal cultural resource laws concerning archaeology. If your project will
use federal loans or grants, need federal agency permits, use federal property, or involve assistance from a federal agency, then your project
must be reviewed under the National Historic Preservation Act of 1966, as amended. Please notify us immediately if such is the case.
Our files do not identify any known historic properties within this proposed project area, nor is the project area within the high probability
area for archaeological resources as defined in the state Act. Accordingly, this project is EXEMPT pursuant to the Illinois State Agency
Historic Resources Preservation Act (20 ILCS 3420/6). An archaeological survey for your above referenced project is not required under
STATE law.
If further assistance is needed please contact Jeff Kruchten, Chief Archaeologist at 217/785-1279 or Jeffery.kruchten@illinois.gov.
Sincerely,
Carey L. Mayer , AIA
Deputy State Historic
Preservation Officer
APPENDIX J
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix J
Narrative – West Lincoln Highway
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
WEST LINCOLN HIGHWAY SITE
1 OPERATIONS
LOCATION WITHIN SERVICE AREA
The West Lincoln Highway site is close to the current DeKalb transit routes which are concentrated
by Northern Illinois University (NIU). Refer to the site area map in the appendix that shows the three
site locations and current transit routes.
PROGRAM COMPLIANCE
The proposed site is 15.5-acres of undeveloped land just 200 feet west of the current bus route. The
site is greater than the desired 12 acres minimum requested for the project site. The site has the
potential to be expanded as the property to the west is also undeveloped.
DEADHEAD ANALYSIS
A DeKalb Transit Deadhead Analysis for the existing and potential future routes shows the West
Lincoln Highway site to be the second most efficient of the site options when comparing the three
sites. It is similar to the deadhead miles accrued by the Dresser Road site. It is also more efficient
than the existing site. Refer to the Appendix for the Deadhead Analysis table.
IMPACTS TO ADJACENT DEVELOPMENTS, USERS, AND OCCUPANTS
The subject property is vacant and is zoned GC General Commercial. The property to the west is
vacant and zoned SFR1 (Single Family Residential-10,000 SF min.). Adjoining the south property line is
the Union Pacific Railroad. Property to the east is a vacant strip 90 feet wide that is not in the City
limits and easterly of that is a built out multi-family residential area. The property is bounded on the
north by IL Route 38 (Lincoln Highway) and across the highway is the NIU Convocation Center. The
accessibility to Illinois State Route 38 assists emergency preparedness. Potential impacts will be
noise and increased vehicle emissions in the area, but adequate landscape buffering should
minimize the noise impacts. The area road network (IL Route 38) is adequate to handle the
increased bus traffic and no additional road improvements will be required other than at the
immediate access point(s). The adjacent westerly residential area is not yet developed and can
plan for any impacts those developers deem the transit facility will generate.
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
IMPACTS FROM ADJACENT DEVELOPMENTS, USERS, AND
OCCUPANTS
The site avoids being near industrial areas which would contribute to additional noise, vibration, and
exhaust. The existing railroad will have some noise impact on this site, but the administrative area of
the facility would likely be planned for the north side of the property, farthest away from the railroad.
The residential areas, existing and future, are not expected to have impacts on a transit facility at
this location.
2 ACQUISITION
OWNERSHIP AND AVAILABILITY
The property is currently privately owned by Forever Farms and not listed for sale. This is the only
property owned by them in the County. Negotiations for the site would be anticipated.
DEVELOPMENT COST
Specific development costs are not part of the scope of work during site selection, only rating the
potential cost differences between the 3 sites. This site will have lower development costs related to
local transportation improvements due to the existing improvements on Illinois Route 38, though
signalization at the primary access point will likely be required. Municipal utility costs to serve the
property with sanitary sewer, water main and stormwater management facilities are expected to be
similar to the other sites. It is anticipated that the later the construction takes place, the more the
cost of the project will be due to inflation. The site has an existing overhead electrical source
located off the south side of Illinois Route 38; however, it is unknown if this existing electric source will
have the capacity to handle future electric buses. It is not anticipated there will be any disturbance
to the existing utilities during the construction of the facility.
PURCHASE COST (IF APPLICABLE)
The City does not own the property and a land swap is not expected to be part of the negotiation.
The City will need to approach the owner to investigate whether purchase of the site is possible.
Other similar parcels are available.
TITLE SEARCH
The overall status of the title search is unknown until the title commitments are complete. An access
easement may be required at the northwest corner of the site to properly align the new access with
access drives to the north of Route 38. A City water main easement runs along the west side of the
site and crosses the railroad.. No other easements are known.
1
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
3 DEVELOPABILITY
JURISDICTIONAL AUTHORITIES
The site will require coordination with Union Pacific Railroad and IDOT. No other state coordination is
expected.
ZONING & COMPREHENSIVE PLAN
The subject property is zoned GC General Commercial. Bus terminals/stations are classified a
Special Use in the General Commercial District resulting in the need for Special Use processing of a
development application.
ECOLOGICAL RESOURCES THROUGH ECOCAT
According to the Illinois Department of Natural Resources (IDNR) Ecological Compliance Assessment
Tool (EcoCAT) there are no records of state-listed threatened or endangered species Illinois Natural
Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water Reserves in
the vicinity West Lincoln Highway site. Refer to the Appendix for Environmental Results to Date –
West Lincoln Highway.
According to the US Fish and Wildlife Service's (USFWS) Information for Planning and Consulting
(IPaC) website, the federally listed endangered Indiana bat, and federally listed threatened
northern long-eared bat and eastern prairie fringed orchid, as well as 11 species of migratory birds,
have the potential to occur at the West Lincoln Highway site. Consultation with the USFWS would be
required to determine the projects potential effects to these species.
HISTORICAL RESOURCES THROUGH IDNR-SHPO
The Illinois State Historic Preservation Office (SHPO) clearance was submittal. No existing structures
are on site and the State HARGIS showing locations of historical impact indicate nothing exists within
the project location. A project review request was submitted to the IDNR Historic Preservation
Division on April 15, 2022. In a response letter dated August 5, 2022, the Historic Preservation Division
stated that the project area has a high probability of containing prehistoric/historic archaeological
resources and that a Phase I archaeological survey is required. The Phase I survey will need to be
completed to adequately evaluate the West Lincoln site for selection.
DEMOLITION REQUIREMENTS
The site contained a silo and some stands of trees that were removed early the week of May 2, 2022.
There may be demolition related to existing utilities, to be determined during design.
2
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
4 FEASIBILITY
AVAILABLE LAND AREA
The property has adequate space for the intended use of the project.
VEHICULAR ACCESS
There is currently only agricultural access to the site. The site will only be accessible off Illinois Route
38. A shared property can be used with the site to the west to create a shared access point with
Presidents Boulevard across Illinois 38 and providing a traffic signal to control the 5-lane traffic of the
highway.
SITE QUEUEING
A shared middle turn lane exists along Illinois 38 from Annie Glidden to Presidents Boulevard. Annie
Glidden is located 3,800 feet to the east and this site is located at the western terminus of the bus
routes, meaning the queue will be governed by the shared turn lane. Internally from the site, the
proposed Presidents Boulevard extension from the north would be close to 900 feet in length,
providing a que of up to 45 buses.
ACCESS TO UTILITIES WITH FIELD VERIFICATION
No substations are located nearby, however, there is existing electric located along Illinois 38 at the
front of the proposed site. There is also a major electric transmission line running north-south one-
quarter mile west of the site. City atlases have been provided, and the City has a water and
sanitary main accessible to the site from the north side of Illinois Route 38 and a water main running
along the west side of the site.
GENERAL TOPOGRAPHY (LIDAR ONLY)
In looking at USGS Topography, the site is relatively flat, with most of the site primarily draining from
the north and east sides towards the railroad tracks approximately 500-900 feet from the west
property line to what appears to be an existing culvert. Major earthwork operations are not
anticipated.
SITE FEATURES
The soils appear to be relative to typical agricultural soils. All of the soils at the site are prime
farmland soils. The interior for the site does not contain hydric soils, but the outer periphery does.
There is no floodplain located within the project area and the NWI shows no wetlands within the site.
The drainage will have to maintain its existing routing toward the railroad tracks, with the cross tracks
3
CITY OF DEKALB OPERATIONS AND MAINTENANCE FACILITY SITE SELECTION
culvert size to be confirmed. The current railroad culvert is obstructed by aggregate ballast on both
side of the railroad, but flow is from north to south.
4
APPENDIX K
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix K
Site Selection Matrix – West
Lincoln Highway
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
City of DeKalb
Transit Operations and Maintenance Facility
Site Selection - West Lincoln Hwy.
9/6/2022
Criterion Scenario
# Criterion Basis of Evaluation Score Considerations Scoring Notes
Weighting Score
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
1 Operations 25.20
1.1 Location within service Location and adjacency of the site to Existing or Planned Considerations: The West Lincoln Highway site is close to the current DeKalb
area Transit Service. ● Loca)on with City of DeKalb. transit routes which are concentrated by Northern Illinois
Scoring Criterion: ● Proximity to exis)ng routes. University (NIU).
● Loca)on within exis)ng route network = higher score 2.2 3 6.6 ● Proximity to planned future routes.
● Loca)on outside of exis)ng route network = lower score
1.2 Program Compliance Sufficiency of the site size to accommodate the defined Considerations: The proposed site is 15.5-acres of undeveloped land just 200
capacity requirements. ● Ability to meet design capacity. feet west of the current bus route. The site is greater than
Scoring Criterion: ● Requirement for design constraints/concessions that may the desired 12 acres minimum requested for the project site.
● Sufficient size to meet requirements and allow design be driven by smaller sites (e.g. above ground light vehicle The site has the potential to be expanded as the property to
2.6 3 7.8
flexibility = higher score parking structure, less capacity at the site). the west is also undeveloped.
● Site size limits ability to meet defined requirements and/or ● Selected site has the poten)al to be expanded.
imposes constraints which may cause increased construction
complexity/cost = lower score
1.3 Deadhead Analysis High-level comparative assessment of Transit Operations Considerations: A DeKalb Transit Deadhead Analysis for the existing and
costs based on the facility infrastructure. ● Rela)ve differences in revenue fleet deadheading costs potential future routes shows the West Lincoln Highway site
Scoring Criterion: based on number of sites and/or site location(s), to evaluate to be the second most efficient of the site options when
● Lower opera)onal cost = higher score prospective sites. comparing the three sites. It is similar to the deadhead miles
2.4 2 4.8
● Higher opera)onal cost = lower score ● Rela)ve differences in non-revenue fleet travel-related accrued by the Dresser Road site. It is also more efficient
costs based on number of sites and/or site location(s). than the existing site.
● Incremental opera)ng costs during construc)on.
1.4 Impacts to adjacent Avoid locations close to residential areas that may effect Considerations: The subject property is vacant and is zoned GC General
developments, users, residents with new adjacent noise, vibration, or exhaust. ● Adjacent zoning. Commercial. The property to the west is vacant and zoned
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and SFR1 (Single Family Residential-10,000 SF min.). Adjoining the
● More preferred adjacent uses = higher score development. south property line is the Union Pacific Railroad. Property to
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a the east is a vacant strip 90 feet wide that is not in the City
risk to be evaluated. limits and easterly of that is a built out multi-family
● Is there any legisla)on that could dictate proximity or residential area. The property is bounded on the north by IL
adjacency requirements given its role as an essential service Route 38 (Lincoln Highway) and across the highway is the
and part of emergency preparedness plan? NIU Convocation Center. The accessibility to Illinois State
Route 38 assists emergency preparedness. Potential impacts
2.4 1 2.4
will be noise and increased vehicle emissions in the area, but
adequate landscape buffering should minimize the noise
impacts. The area road network (IL Route 38) is adequate to
handle the increased bus traffic and no additional road
improvements will be required other than at the immediate
access point(s). The adjacent westerly residential area is not
yet developed and can plan for any impacts those developers
deem the transit facility will generate.
Criterion Scenario
# Criterion Basis of Evaluation Score Considerations Scoring Notes
Weighting Score
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
1.5 Impacts from adjacent Avoid locations close to major industrial areas that may have Considerations: The site avoids being near industrial areas which would
developments, users, adjacent noise, vibration, or exhaust. ● Adjacent zoning. contribute to additional noise, vibration, and exhaust. The
and occupants Scoring Criterion: ● Adjacent land uses based on exis)ng land use and existing railroad will have some noise impact on this site, but
● More preferred adjacent uses = higher score development. the administrative area of the facility would likely be planned
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a for the north side of the property, farthest away from the
1.8 2 3.6
risk to be evaluated. railroad. The residential areas, existing and future, are not
● Is there any legisla)on that could dictate proximity or expected to have impacts on a transit facility at this location.
adjacency requirements given its role as an essential service
and part of emergency preparedness plan?
2 Acquisition 7.40
2.1 Ownership and Qualitative assessment of the ease of implementing each Considerations: The property is currently privately owned by Forever Farms
Availability option, considering the complexity of the site development ● Does the City own the property? and not listed for sale. This is the only property owned by
and facility design. ● Is a land swap possible? them in the County. Negotiations for the site would be
Scoring Criterion: 2.2 -1 -2.2 ● Iden)fy current ownership of site? anticipated.
● More ease of implementa)on = higher score ● Is the property available?
● Less ease of implementa)on = lower score ● Land acquisi)on )melines.
● Poli)cal expecta)ons.
2.2 Development Cost High-level comparative assessment of capital / construction Considerations: Specific development costs are not part of the scope of work
costs over the planning horizon. Includes risk and additional ● Rela)ve differences in magnitude and )ming of during site selection, only rating the potential cost
operating costs to accommodate construction sequencing construction costs over the planning horizon differences between the 3 sites. This site will have lower
and interim work procedures. ● Cost for E-Bus related infrastructure development costs related to local transportation
Scoring Criterion: ● Federal funding amounts and )ming improvements due to the existing improvements on Illinois
● Lower cost op)on = higher score ● Require full opera)ons to be maintained during (any) Route 38, though signalization at the primary access point
● Higher cost op)on = lower score construction activities in and around existing facilities. will likely be required. Municipal utility costs to serve the
● Land planning, funding and acquisi)on needs to be property with sanitary sewer, water main and stormwater
resolved before a significant amount of design related to a management facilities are expected to be similar to the other
2.4 2 4.8 new facility can occur. sites. It is anticipated that the later the construction takes
● Is the 2025 to 2045 growth plan understood? This is cri)cal place, the more the cost of the project will be due to
to timing of facility development (i.e. sequencing, timing and inflation. The site has an existing overhead electrical source
staying ahead of growth curve and meeting targets) located off the south side of Illinois Route 38; however, it is
unknown if this existing electric source will have the capacity
to handle future electric buses. It is not anticipated there will
be any disturbance to the existing utilities during the
construction of the facility.
2.3 Purchase Cost (if Anticipated site purchase cost (if applicable). Considerations: The city does not own the property and a land swap is not
applicable) Scoring Criterion: ● Does the City own the property? expected to be part of the negotiation. The City will need to
● Lower cost op)on = higher score 2.0 1 2 ● Is a land swap possible? approach the owner to investigate whether purchase of the
● Higher cost op)on = lower score ● Acquire value for similar parcels? site is possible. Other similar parcels are available.
2.4 Title Search Considerations: The overall status of the title search is unknown until the title
● Poten)al )tle restric)ons commitments are complete. An access easement may be
● Exis)ng easements and access rights in site required at the northwest corner of the site to properly align
2.8 1 2.8 the new access with access drives to the north of Route 38. A
City water main easement runs along the west side of the
site and crosses the railroad. No other easements are
known.
Criterion Scenario
# Criterion Basis of Evaluation Score Considerations Scoring Notes
Weighting Score
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
3 Developability 11.00
3.1 Jurisdictional Considerations: The site will require coordination with Union Pacific Railroad
Authorities 2.8 1 2.8 ● Number of permiKng agencies near site and IDOT. No other state coordination is expected.
● Site loca)on
3.2 Zoning & Consideration of site zoning and whether the site has a Considerations: The subject property is zoned GC General Commercial. Bus
Comprehensive Plan comprehensive plan with which to adhere. ● Adjacent zoning. terminals/stations are classified a Special Use in the General
Scoring Criterion: ● Adjacent land uses based on exis)ng land use and Commercial District resulting in the need for Special Use
● More preferred adjacent uses = higher score development. processing of a development application.
● Less preferred adjacent uses = lower score ● Nice to have as it may limit op)ons, however, becomes a
2.4 -1 -2.4
risk to be evaluated.
● Is there any legisla)on that could dictate proximity or
adjacency requirements given its role as an essential service
and part of emergency preparedness plan?
3.3 Ecological Resources Consideration for the amount (or risk) of contamination on Considerations: According to the Illinois Department of Natural Resources
through EcoCAT the site that would require remediation as part of the site ● The extent to which remedia)on is expected to be required (IDNR) Ecological Compliance Assessment Tool (EcoCAT)
development. for implementation of each option. there are no records of state-listed threatened or
Scoring Criterion: ● May be nice to have as it may limit op)ons, however, endangered species Illinois Natural Area Inventory sites,
● Lesser contamina)on (or risk of contamina)on) = higher remains a risk to be evaluated due to cost implications to the dedicated Illinois Nature Preserves, or registered Land and
score overall project. Water Reserves in the vicinity West Lincoln Highway site.
● More contamina)on (or risk of contamina)on) = lower ● Presents an opportunity to reclaim and/or improve a site According to the US Fish and Wildlife Service's (USFWS)
score that would otherwise remain vacant and a potential hazard Information for Planning and Consulting (IPaC) website, the
3.0 3 9 depending upon level of contamination (i.e., good news federally listed endangered Indiana bat, and federally listed
story, improved public perception of the development…). threatened northern long-eared bat and eastern prairie
● Phase 1 ESA (Ini)al Environmental Assessment of fringed orchid, as well as 11 species of migratory birds, have
prospective property). the potential to occur at the West Lincoln Highway site.
Consultation with the USFWS would be required to
determine the projects potential effects to these species.
3.4 Historical Resources Consideration for the historic nature of the site. Considerations: No existing structures are on site and the State HARGIS
through IDNR-SHPO Scoring Criterion: ● Are there any historic buildings on the site? showing locations of historical impact indicate nothing exists
● Lesser amount of historic implica)ons = higher score ● Does the site have historic implica)ons? within the project location. A project review request was
● Greater amount of historic implica)ons = lower score submitted to the IDNR Historic Preservation Division on April
25, 2022. In a response letter dated August 5, 2022, the
Historic Preservation Division stated that the project area has
2.4 -1 -2.4
a high probability of containing prehistoric/historic
archaeological resources and that a Phase I archaeological
survey is required. The Phase I survey will need to be
completed to adequately evaluate the West Lincoln site for
selection.
3.5 Demolition Consideration for the amount of existing buildings to be Considerations: The site contained a silo and some stands of trees that were
Requirements demolished. ● Differen)al magnitude of demoli)on between site op)ons. removed early the week of May 2, 2022. There may be
Scoring Criterion: 2.0 2 4 ● This is nice to have and not a requirement. demolition related to existing utilities, to be determined
● Lesser amount of demoli)on = higher score ● Green sites are preferable to reduce costs. during design.
● Greater amount of demoli)on = lower score
Criterion Scenario
# Criterion Basis of Evaluation Score Considerations Scoring Notes
Weighting Score
High = 3; Enter Scenario Criteria
Medium = 2; scoring (-1, +1, Weighting X
Low = 1 +2, to +3 scale) Scenario Score
4 Feasibility 28.40
4.1 Available Land Area Sufficiency of the site size to accommodate the defined Considerations: The property has adequate space for the intended use of the
capacity requirements. ● Value of site from a loca)onal perspec)ve versus project.
Scoring Criterion: availability of land of a sufficient size.
● Sufficient size to meet requirements and allow design
3.0 3 9
flexibility = higher score
● Site size limits ability to meet defined requirements and/or
imposes constraints which may cause increased construction
complexity/cost = lower score
4.2 Vehicular Access Proximity and all directional access to major collector or Considerations: There is currently only agricultural access to the site. The site
arterial roadways. ● Mandatory requirement - make sure buses can move will only be accessible off Illinois Route 38. A shared property
Scoring Criterion: efficiently to and from facility with little (if any) interruption can be used with the site to the west to create a shared
● More preferred site access = higher score to traffic flows access point with Presidents Boulevard across Illinois 38 and
● Less preferred site access = lower score 2.6 2 5.2 (i.e. queuing on-site versus on public roadway) providing a traffic signal to control the 5-lane traffic of the
● More than one ingress/egress must be available highway.
● Differen)al ability to provide redundant site access.
● Ability to have egress controlled by traffic lights for safe
exit from the facility.
4.3 Site Queueing Sufficiency of inbound and outbound queueing on the Considerations: A shared middle turn lane exists along Illinois 38 from Annie
property for revenue fleet arrivals and departures from site. ● Inbound queueing space (# of buses). Glidden to Presidents Boulevard. Annie Glidden is located
Scoring Criterion: ● Outbound queueing space (# of buses). 3,800 feet to the east and this site is located at the western
● More queueing space (without excessive travel distance) = ● Opera)onal requirements based on peak departure and terminus of the bus routes, meaning the queue will be
1.4 3 4.2
higher score arrival times from site. governed by the shared turn lane. Internally from the site,
● Less queueing space (if posing opera)onal challenges) = ● Traffic controls and conges)on during peak )mes the proposed Presidents Boulevard extension from the north
lower score would be close to 900 feet in length, providing a que of up to
45 buses.
4.4 Access to Utilities with Ease of implementation of servicing site with required water, Considerations: No substations are located nearby, however, there is existing
Field Verification gas wastewater, and electrical infrastructure. ● Timing and complexity of providing required power to site electric located along Illinois 38 at the front of the proposed
Scoring Criterion: based on proximity to existing electrical infrastructure (e.g. site. There is also a major electric transmission line running
● More preferred site servicing = higher score substations). north-south one-quarter mile west of the site. City atlases
● Less preferred site servicing = lower score ● Resiliency of electrical service (e.g. ability to implement have been provided, and the City has a water and sanitary
2.4 1 2.4
redundant feeds, proximity to site which are at less risk of main accessible to the site from the north side of Illinois
power interruption). Route 38 and a water main running along the west side of
● Timing and complexity of providing required non-electrical the site.
site services based on proximity to existing infrastructure.
4.5 General Topography The site landform should be flat or gently sloping to minimize Considerations: In looking at USGS Topography, the site is relatively flat, with
(LiDAR Only) earthwork costs. ● Magnitude and loca)on of site eleva)on variability with most of the site primarily draining from the north and east
Scoring Criterion: respect to facility footprint and site development areas. sides towards the railroad tracks approximately 500-900 feet
1.4 2 2.8
● FlaRer site = higher score ● This is a nice to have versus a requirement. from the west property line to what appears to be an existing
● Less flat site = lower score culvert. Major earthwork operations are not anticipated.
4.6 Site Features Ability to accommodate other site features Considerations: The soils appear to be typical agricultural soils. All of the soils
based on size and shape of site. ● Drainage with field verifica)on at the site are prime farmland soils. The interior for the site
Scoring Criterion: ● General soils does not contain hydric soils, but the outer periphery does.
● Available space and/or layout flexibility = higher score ● Floodplains There is no floodplain located within the project area and the
● Limited space and/or layout constraints = lower score ● Na)onal Wetland Inventory Map NWI shows no wetlands within the site. The drainage will
2.4 2 4.8 ● Stormwater management have to maintain its existing routing toward the railroad
● Storm ponds tracks, with the cross tracks culvert size to be confirmed. The
current railroad culvert is obstructed by aggregate ballast on
both side of the railroad, but flow is from north to south.
OVERALL SCORE
(Sum of Category 72.00
Headings)
APPENDIX L
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix L
Environmental Results to Date –
West Lincoln Highway
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
Applicant: Engineering Enterprises, Inc. IDNR Project Number: 2212268
Contact: Doug Keppy Date: 04/21/2022
Address: 52 Wheeler Rd Alternate Number: DK2001
Sugar Grove, IL 60554
Project: Dekalb Transit Maintenance Facility - West Site
Address: 1550 West Lincoln Highway, Dekalb
Description: Construct a new public transit and maintenance facility for City of Dekalb public
transportation
Natural Resource Review Results
Consultation for Endangered Species Protection and Natural Areas Preservation (Part 1075)
The Illinois Natural Heritage Database contains no record of State-listed threatened or endangered species,
Illinois Natural Area Inventory sites, dedicated Illinois Nature Preserves, or registered Land and Water
Reserves in the vicinity of the project location.
Consultation is terminated. This consultation is valid for two years unless new information becomes
available that was not previously considered; the proposed action is modified; or additional species, essential
habitat, or Natural Areas are identified in the vicinity. If the project has not been implemented within two years
of the date of this letter, or any of the above listed conditions develop, a new consultation is necessary.
Termination does not imply IDNR's authorization or endorsement.
Location
The applicant is responsible for the
accuracy of the location submitted
for the project.
County: DeKalb
Township, Range, Section:
40N, 4E, 21
IL Department of Natural Resources Government Jurisdiction
Contact IL Environmental Protection Agency
Adam Rawe Doug Keppy
217-785-5500 52 Wheeler Road
Division of Ecosystems & Environment Sugar Grove, Illinois 60554
Disclaimer
The Illinois Natural Heritage Database cannot provide a conclusive statement on the presence, absence, or
condition of natural resources in Illinois. This review reflects the information existing in the Database at the time
of this inquiry, and should not be regarded as a final statement on the site being considered, nor should it be a
substitute for detailed site surveys or field surveys required for environmental assessments. If additional
protected resources are encountered during the project¶s implementation, compliance with applicable statutes
and regulations is required.
Page 1 of 2
IDNR Project Number: 2212268
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Page 2 of 2
Wetlands
1:7,577
0 0.05 0.1 0.2 mi
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS,
USDA, USGS, AeroGRID, IGN, and the GIS User Community
0 0.1 0.2 0.4 km
This map is for general reference only. The US Fish and Wildlife
April 26, 2022 Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
Wetlands Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
Estuarine and Marine Deepwater Freshwater Forested/Shrub Wetland Other
Estuarine and Marine Wetland Freshwater Pond Riverine
National Wetlands Inventory (NWI)
This page was produced by the NWI mapper
Soil Map—DeKalb County, Illinois
88° 47' 18'' W 88° 46' 54'' W
351750 351800 351850 351900 351950 352000 352050 352100 352150 352200 352250
4643850
41° 55' 57'' N 41° 55' 57'' N
4643800
4643800
4643750
4643750
4643700
4643700
4643650
4643650
4643600
4643600
4643550
4643550
4643500
Soil Map may not be valid at this scale.
41° 55' 46'' N 4643500 41° 55' 46'' N
351750 351800 351850 351900 351950 352000 352050 352100 352150 352200 352250
88° 47' 18'' W 88° 46' 54'' W
Map Scale: 1:2,500 if printed on A landscape (11" x 8.5") sheet.
Meters
N 0 35 70 140 210
Feet
0 100 200 400 600
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 16N WGS84
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—DeKalb County, Illinois
MAP LEGEND MAP INFORMATION
Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI) 1:12,000.
Stony Spot
Soils Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement. The maps do not show the small areas of
Soil Map Unit Points
Special Line Features
contrasting soils that could have been shown at a more detailed
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
Borrow Pit measurements.
Transportation
Clay Spot Source of Map: Natural Resources Conservation Service
Rails
Closed Depression
Web Soil Survey URL:
Interstate Highways Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
Landfill
Local Roads Albers equal-area conic projection, should be used if more
Lava Flow accurate calculations of distance or area are required.
Background
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: DeKalb County, Illinois
Miscellaneous Water Survey Area Data: Version 16, Aug 31, 2021
Perennial Water Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Saline Spot
Date(s) aerial images were photographed: Aug 3, 2019—Aug
24, 2019
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—DeKalb County, Illinois
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
171B Catlin silt loam, 2 to 5 percent 13.3 60.6%
slopes
356A Elpaso silty clay loam, 0 to 2 8.4 38.1%
percent slopes
512B Danabrook silt loam, 2 to 5 0.3 1.2%
percent slopes
Totals for Area of Interest 22.0 100.0%
Natural Resources Web Soil Survey 4/26/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3
APPENDIX M
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix M
Sites and City of DeKalb Bus
Routes
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
APPENDIX N
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix N
DeKalb Transit Deadhead
Analysis
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
DeKalb Transit Deadhead Analysis - Existing Routes
Bus Route Existing Site Lincoln Hwy Total Deadhead (mile)
West Dresser Rd Site Barber Green Rd Site Site
Existing West Dresser Rd Barber Green Rd Lincoln Hwy
Route Number Start Point End Pont Facility to SP EP to Facility Facility to SP EP to Facility Facility to SP EP to Facility Facility to SP EP to Facility Site Site Site Site
Lucinda Ave / Normal
2L Ave Lucinda Ave / Wirtz Dr 2.7 2.7 1.3 1.5 4.5 4.5 1.3 2.2 5.4 2.8 9 3.5
Lucinda Ave / Normal
2R Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
3 Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
4 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal
5 Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
10 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal
11 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal Lucinda Ave / Normal
12 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
Lucinda Ave / Normal Lucinda Ave / Normal
16 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
Lucinda Ave / Normal Lucinda Ave / Normal
17 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
19E University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
19S University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
19 University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
21 Stark Ave/Grant St N Main St/ Plank Rd 5 7.7 5.4 8.5 4 6.5 9 11 12.7 13.9 10.5 20
Total Deadhead Mile 81.7 miles 51.2 miles 126 miles 55.6 miles
Diesel fuel cost per a gallon (The National average price Mar. 2022) 5.11 dollars
The bus average mile per a gallon 6 miles
Deadhead cost of fuel(Total deadhead mile / the bus average mile per a gallon x diesel fuel cost per a gallon) $ 69.58 $ 43.61 $ 107.31 $ 47.35
Equipment wear and tear (per 1 mile) 0.585 dollars
Equipment wear and tear cost (total deadhead mile x equipment wear and tear cost) $ 47.79 $ 29.95 $ 73.71 $ 32.53
Bus Driver hourly cost 18 dollars
Estimated hour per 1 mile(The City of Dekalb) 0.35 per hour
Deadhead cost of labor (total deadhead mile x bus driver hourly cost x estimated time per a mile) $ 514.71 $ 322.56 $ 793.80 $ 350.28
Bus Fleet Count 25 vehicles
Anticipated in Service per Day 80%
Total Annual Cost Value $3,691,380.29 $ 2,313,325.23 $ 5,692,948.80 $ 2,512,126.61
*Information Source
https://www.cityofdekalb.com/1287/Maps-Schedules
Google maps for Traveling hour per a mile
DeKalb Transit Deadhead Analysis - Existing + Future Routes
Bus Route Existing Site Lincoln Hwy Total Deadhead (mile)
West Dresser Rd Site Barber Green Rd Site Site
Existing West Dresser Rd Barber Green Rd Lincoln Hwy
Route Number Start Point End Pont Facility to SP EP to Facility Facility to SP EP to Facility Facility to SP EP to Facility Facility to SP EP to Facility Site Site Site Site
Lucinda Ave / Normal
2L Ave Lucinda Ave / Wirtz Dr 2.7 2.7 1.3 1.5 4.5 4.5 1.3 2.2 5.4 2.8 9 3.5
Lucinda Ave / Normal
2R Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
3 Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
4 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal
5 Ave University Circle 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Lucinda Ave / Normal
10 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal
11 Ave Lucinda Ave / Garden Rd 2.7 2.3 1.3 1.2 4.5 4 1.3 1.4 5 2.5 8.5 2.7
Lucinda Ave / Normal Lucinda Ave / Normal
12 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
Lucinda Ave / Normal Lucinda Ave / Normal
16 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
Lucinda Ave / Normal Lucinda Ave / Normal
17 Ave Ave 2.7 2.7 1.3 1.3 4.5 4.5 1.3 1.3 5.4 2.6 9 2.6
19E University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
19S University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
19 University Circle University Circle 2.7 2.7 1.7 1.7 4.5 4.5 1.3 1.4 5.4 3.4 9 2.7
21 Stark Ave/Grant St N Main St/ Plank Rd 5 7.7 5.4 8.5 4 6.5 9 11 12.7 13.9 10.5 20
FUTURE ROUTE 1 Lucinda Ave / Normal University Circle (place
(Southbound) Ave (place holder) holder)
2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
FUTURE ROUTE 2 Lucinda Ave / Normal University Circle (place
(Eastbound) Ave (place holder) holder) 2.7 2.7 1.3 1.7 4.5 4.5 1.3 1.4 5.4 3 9 2.7
Total Deadhead Mile 92.5 miles 57.2 miles 144 miles 61 miles
Diesel fuel cost per a gallon (The National average price Mar. 2022) 5.11 dollars
The bus average mile per a gallon 6 miles
Deadhead cost of fuel(Total deadhead mile / the bus average mile per a gallon x diesel fuel cost per a gallon) $ 78.78 $ 48.72 $ 122.64 $ 51.95
Equipment wear and tear (per 1 mile) 0.585 dollars
Equipment wear and tear cost (total deadhead mile x equipment wear and tear cost) $ 54.11 $ 33.46 $ 84.24 $ 35.69
Bus Driver hourly cost 18 dollars
Estimated hour per 1 mile(The City of Dekalb) 0.35 per hour
Deadhead cost of labor (total deadhead mile x bus driver hourly cost x estimated time per a mile) $ 582.75 $ 360.36 $ 907.20 $ 384.30
Bus Fleet Count 25 vehicles
Anticipated in Service per Day 80%
Total Annual Cost Value $4,179,347.33 $ 2,584,418.03 $ 6,506,227.20 $ 2,756,110.13
*Information Source
https://www.cityofdekalb.com/1287/Maps-Schedules
Google maps for Traveling hour per a mile
APPENDIX O
CITY OF DEKALB
OPERATIONS AND
MAINTENANCE FACILITY
DeKalb, IL
Site Selection
Appendix O
Environmental Justice
Prepared for:
DeKalb, IL
Prepared by:
Stantec
Project No. 177920059
September 6, 2022
Dresser Road site
Environmental Justice populations (i.e., minority and low-income populations) within 0.5 miles of
the Dresser Road site were identified at the census block group level using the US Census
Bureau’s American Community Survey 5-year estimates. Disproportionate impacts to minority
and low-income populations may occur when the percentage of these populations is greater
than double the state average according to the State of Illinois.
There are seven block groups within 0.5 miles of the sites: Block Group 2 of Census Tract 9, Block
Groups 2 and 3 of Census Tract 10.02, Block Groups 1 and 2 of Census Tract 10.03, and Block
Groups 1 and 2 of Census Tract 10.04. Only Block Group 1 of Census Tract 10.03 has a minority
population at a rate double that of the state average. See the figure in the appendix for the
locations of these block groups. Table 1 below provides the percentages of low-income and
minority populations within these block groups as compared to the state averages. Minority and
low-income populations that are significantly greater than the Illinois average are highlighted
red in Table 1. Five block groups contain low-income populations significantly greater than the
state average, while one of these block groups also contains a substantial minority population.
However, the Dresser Road site is not within any of these block groups, so disproportionate
impacts may not be of concern.
Table 1 - Percent Minority and Low-income Populations within 0.5 miles of the Dresser Road Site
CT 9 CT 10.02 CT 10.03 CT 10.04
Illinois
BG 2 BG 2 BG 3 BG 1 BG 2 BG 1 BG 2
Total Population 12,716,164 2,644 2,470 2,191 2,377 1,476 877 1,516
Minority Population (%) 39.2 38.5 43.8 44.4 80.0 40.7 53.5 25.4
Low-Income (%) 12.0 1.1 55.1 48.4 51.9 50.8 44.2 4.2
Barber Greene Road site
Environmental Justice populations (i.e., minority and low-income populations) within 0.5 miles of
the Barber Green Road site were identified at the census block group level using the US Census
Bureau’s American Community Survey 5-year estimates. Disproportionate impacts to minority
and low-income populations may occur when the percentage of these populations is greater
than double the state average according to the State of Illinois.
There are two block groups within 0.5 miles of the site: Block Group 2 and Block Group 4 of
Census Tract 8. See the figure in the appendix for the locations of these block groups. Table 2
below provides the percentages of low-income and minority populations within these block
groups as compared to the state averages. The populations within these block groups do not
meet the definition of Environmental Justice populations so disproportionate impacts would not
occur if this site were selected for the transit facility.
Table 2 - Percent Minority and Low-income Populations within 0.5 miles of the Barber Greene Road Site
Census Tract 8
Illinois
Block Group 2 Block Group 4
Total Population 12,716,164 3,706 1,228
Minority Population (%) 39.2 39.8 11.2
Low-Income (%) 12.0 22.4 0
West Lincoln Highway site
Environmental Justice populations (i.e., minority and low-income populations within 0.5 miles of
the West Lincoln Highway site were identified at the census block group level using the US
Census Bureau’s American Community Survey 5-year estimates. Disproportionate impacts to
minority and low-income populations may occur when the percentage of these populations is
greater than double the state average according to the State of Illinois.
There are five census block groups within 0.5 miles of the site: Block Groups 1 and 2 of CT 10.02,
Block Group 1 of Census Tract 10.04, Block Group 4 of Census Tract 14, and Block Group 1 of
Census Tract 22. See the figure in the appendix for the locations of these block groups. Table 3
below provides the percentages of low-income and minority populations within these block
groups as compared to the state averages. Minority and low-income populations that are
significantly greater than the Illinois average are highlighted red in Table 3. Five block groups
contain low-income populations significantly greater than the state average. None of the block
groups meet the definition of a minority population. The West Lincoln Highway site is located
within a block group with a low-income population. However, disproportionate impacts may not
be a concern if community outreach is conducted, and improved transit opportunities are
provided for these communities.
Table 1 - Percent Minority and Low-income Populations within 0.5 miles of the West Lincoln Highway Site
CT 10.02 CT 10.04 CT 14 CT 22
Illinois
BG 1 BG 3 BG 1 BG 4 BG 1
Total Population 12,716,164 1,808 2,191 877 2,201 3,674
Minority Population
39.2 52.0 44.4 53.5 15.4 52.2
(%)
Low-Income (%) 12.0 46.1 48.4 44.2 22.3 62.7
Illinois Environmental Protection Agency (Illinois EPA), 2022. Data Sources and Definitions – Illinois EPA
EJ Start. Available online: https://illinois-
epa.maps.arcgis.com/apps/webappviewer/index.html?id=f154845da68a4a3f837cd3b880b0233
c. Accessed August 2, 2002.
U.S. Census Bureau, 2022a. American Community Survey 5-year Estimates – Hispanic or Latino Origin
by Race. Available online: https://www.census.gov/data.html. Accessed August 2, 2022
U.S. Census Bureau, 2022b. American Community Survey 5-year Estimates – Hispanic or Latino Origin
by Race. Available online: https://www.census.gov/data.html. Accessed August 2, 2022
CT 10.04
BG 1 CT 10.04
BG 2
CT 10.03
CT 8
BG 2
BG 4
CT 9
BG 2
CT 10.02 CT 10.02
BG 3 BG 2
CT 10.03
BG 1
CT 8
BG 2
CT 22
BG 1
CT 10.02
BG 1
CT 14 Low-income and Minority Populations Map
BG 4
¯
Study Area Minority
0.5-mile Buffer Low-income
Census Block Group
0 0.375 0.75 1.5 Miles