HomeMy WebLinkAbout9.1 Motion to accept proposal for a Stormwater Management Master Plan for an amount not to exceed $363,040.Subject• • • accept proposal for a Stormwater
ManagementPlan for an amount• •
exceed $363,040.
Meeting August 15, 2023 - REGULAR MEETING OF THE MOUNT
PROSPECT VILLAGE BOARD -
Fiscal Impact true
Dollar Amount $363,040.00
Budget Source Flood Control Construction Fund
Category VILLAGE MANAGER'S REPORT
Type Action Item
Following a significant storm event in 2011, the Village completed a
comprehensive stormwater study to identify the factors contributing to the most
severe occurrences of flooding, and to develop a means to reduce future flooding
in these areas. Most of the projects identified in that study have been
implemented with positive results. These include storm sewer improvements in
the Haden Heights Subdivision, Prospect Meadows Subdivision, and along Isabella
Street, as well as flood control projects at Burning Bush Trails and Aspen Trails
Parks. In addition, the Village created the Backyard Drainage Program in 2015
that partners with homeowners to install privately -owned storm sewer and rain
gardens on properties that have experienced structure damage due to surface
runoff.
Building on the success of the 2011 Stormwater Study and Backyard Drainage
Program, the Village now desires to develop a comprehensive Stormwater
Management Master Plan that does not review a specific past rain event but
rather that will serve as a guide for future policies, programs, and projects for the
next 20 years. This project is a top priority Goal 3 Action Item in the 2023 - 2024
Strategic Plan.
The successful consultant will provide the following deliverables:
1
• A hydraulic model of all storm sewer, combined sewer, ditch & culvert, and
detention pond systems (125 separate and 19 combined storm basins).
• An in-depth analysis of the stormwater system both within the public right-
of-way and on private property of Basin 79C along with comprehensive
infrastructure recommendations.
• Review of the Village's existing stormwater maintenance and monitoring
activities and identify new potential programs and policies as appropriate.
• Develop potential green initiatives related to stormwater management, both
in the public right-of-way and on private property, that are consistent with
the Village's Sustainability Implementation Guide.
• Create a toolbox of various measures based on different situations to
improve the public and private stormwater systems, and to mitigate flooding
to private structures and properties.
Staff is seeking at this time to enter into a contract with a consulting engineering
firm to develop a Stormwater Management Master Plan that includes these
components and serves as a guide for future stormwater management projects
and practices.
A Request for Technical and Cost Proposals was posted on the Demandstar
website. Three (3) consulting engineering firms responded and submitted
Technical and Cost Proposals. Each firm was asked to submit as part of their
proposal the following information:
1. Resumes of key personal and related experience on similar type projects
2. Summary of the firm's approach to the project
3. Staff hour estimate and cost proposal for major phases of work
4. Project schedule
The consulting firms' Technical and Cost Proposals were reviewed on the basis of
their understanding of our goals and their methodology of the design process.
They were rated (with a maximum score of 100 points) according to these specific
categories: company background, experience, scope of work, schedule, work
effort and proposal content. The rankings are:
• r •
2
Work
Firm Background
Experience Scope Schedule
Effort
Content Total
20
20 25 15
10
10 100
2
ork Work Work
Firm Score
�Hoursicost
SubconsultantiDirect
Hourfees
otal Cost
Christopher
Burke 97 2159 $360,540.00 $166.99 $0.00 $2,500.00 $363,040.00
Engineering
Geosyntec 91 1371261418.00 190.68
Consultants $55,386.00 $0.00 $316,804.00
Engineering
Resource 87 7302 $988,920.00$135.43 $0.00 $0.00 $988,920.00
Associates
Staff conducted interviews of all three consultants and determined Christopher
Burke Engineering is the preferred consultant for the project. They have put
together a very strong project team with experience in developing stormwater
management master plans for several nearby communities in recent years. Their
approach to public outreach, data collection, system modeling, evaluation, and
implementing projects and practices were superior in staff's opinion to the other
proposals. In addition, Christopher Burke Engineering has provided engineering
services on multiple stormwater projects in recent years including the Burning
Bush Trails Park Drainage Improvement Project and Aspen Trails Park Drainage
Improvement Project. Their knowledge of the Village's stormwater system and
working relationship with staff will allow for a smooth transition to accomplishing
the goals of this plan. They have a very experienced professional engineering staff
with a thorough understanding of the project coordination, communication and
documentation needs to successfully accomplish the work within the proposed
schedule.
It is staff's opinion that Christopher Burke Engineering is best qualified to perform
the requisite work, has allotted appropriate work effort (2,159 hours), and
KI
requested a reasonable, competitive fee ($363,040.00 / $167/hour). Staff
estimated the plan to require 2,400 hours to complete at $160 per hour for a total
of $384,000.00. The other proposals, while submitted by qualified consultants, fell
short either in direct experience working with similar communities to Mount
Prospect or in allocated hours dedicated to different components of the plan.
Alternatives
1. Accept proposal for development of a Stormwater Management Master Plan.
2. Action at the discretion of the Village Board.
Staff recommends that the Village Board accept the proposal from Christopher B.
Burke Engineering, LTD of Rosemont, Illinois to provide engineering services for
development of a Stormwater Management Master Plan for an amount not to
exceed $363,040.
ATTACHMENTS:
RSQ. pdf
CBBEL Proposal.pdf
4
MAYOR lk Mount Prospect VILLAGE MANAGER
Paul Wm. Hoefert Michael J. Cassady
TRUSTEES DIRECTOR OF PUBLIC WORKS
Agostino S. Filippone Sean Dorsey
Terri Gens
John J. Matuszak
Richard F. Rogers Phone: 847/870-5640
Colleen E. Saccotelli Fax: 847/253-9377
Michael A. Zadel www.mountprospect.org
Village of Mount Prospect
Public Works
1700 W. Central Road, Mount Prospect, Illinois 60056
Request for Statement of Qualifications & Cost Proposal
DATE: May 1, 2023
FROM: Matthew Lawrie, P.E.
Village of Mount Prospect
Public Works Department
RE: Request for Statement of Qualifications & Cost Proposal
Stormwater Management Master Plan
The Village of Mount Prospect seeks Statements of Qualifications & Cost Proposals from
engineering firms to assist the Village in developing a Stormwater Management Master Plan.
Attached to this memo are:
1. A list of materials and information that should be included with your Statement of Qualifications
& Cost Proposal (Exhibit A).
2. A general definition of the scope of work and requirements for your submittal (Exhibit B).
3. The evaluation process and tentative schedule (Exhibit C).
4. A map identifying Subbasin 79C (Exhibit D).
Your Statement of Qualifications & Cost Proposal should be emailed to the following address and
received no later than 5:00 p.m. on May 26, 2023.
Mr. Matthew P. Lawrie, P.E.
Village Engineer
Village of Mount Prospect
mlawrie(a)mountprospect.orq
::;Iho ne 8,:1T'8 0 543,a,i.d;.;,B aa 9�1AGu7 tdomw.VRko'oNJInt[)r ospecLu'q
5
Exhibit A
Requirements for Statement of Qualifications & Cost Proposal
Agency: Village of Mount Prospect
Project: Stormwater Management Master Plan
Your Statement of Qualifications & Cost Proposal should include the following information:
1. Name, address and brief history of firm.
2. Organizational chart and resumes of key personnel to be assigned to this project.
3. Related experience during the last five (5) years. For example:
a. Development of Stormwater Master Plans or similar for local communities.
b. Expertise in modeling complex storm sewer, combined sewer, open drainage ditch, and
detention basin systems.
c. Experience with solving private property drainage issues that include establishing new
funding sources.
d. Experience with implementing current stormwater "Best Management Practices" (BMPs),
including green infrastructure systems.
e. Familiarity with stormwater management regulations associated with the Metropolitan
Water Reclamation District of Greater Chicago (MWRD), Illinois Department of
Transportation (IDOT), and Federal Emergency Management Agency (FEMA).
4. Description of process to accomplish the required tasks of the project. This should include:
a. An understanding of the project.
b. Objectives to be met as part of the project.
c. Your approach to completing the project.
d. The projected number of hours to complete the project broken down by task and
personnel.
e. A project schedule.
5. A complete cost proposal broken down by task as described in the General Scope of Work.
I Iho ne o b T'8 d;.;,B Fax 8,1 91?'7" tdOMW.V R k^'oNJInt[..)r0SPeGLU,g
6
Exhibit B
General Scope of Work
Agency: Village of Mount Prospect
Project: Stormwater Management Master Plan
Drainage in Mount Prospect is provided by systems of separate storm sewers, combined sewers
carrying both storm and sanitary flows, ditches, and culverts. Many of these systems are old and
undersized by current design standards, and are frequently overwhelmed by heavy rain events.
In addition, many residential areas are served by inefficient and ineffective swales along the
backyards that trap stormwater runoff, instead of efficiently conveying it.
Following a significant storm event in 2011, the Village completed a comprehensive stormwater
study (attached separately) to identify the factors contributing to the most severe occurrences of
flooding, and to develop a means to reduce future flooding in these areas. Most of the projects
identified in that study have been implemented with positive results. In addition, the Village
created the Backyard Drainage Program in 2015 that partners with homeowners to install
privately -owned storm sewer and rain gardens on properties that have experienced structure
damage due to surface runoff. This successful annual program is expected to be reevaluated as
the list of eligible properties is nearing completion.
The Village now desires to develop a comprehensive Stormwater Management Master Plan that
does not review a specific past rain event but rather that will serve as a guide for future policies,
programs, and projects for the next 20 years. At a minimum, the following tasks are to be included
in the plan. Additional tasks, at the consultant's recommendation, will be considered by the
Village.
Overview
1. Provide an existing conditions overview of the Village that includes completed stormwater
projects since the 2011 study.
Outreach
2. Create a public outreach program in partnership with Village staff to solicit input on the state
of stormwater-related issues in the Village.
Modeling & Analysis
3. Develop a hydraulic model of all storm sewer, combined sewer, ditch & culvert, and detention
pond systems (125 separate and 19 combined storm basins; map attached separately). This
model is to be calibrated with known and collected storm data to determine the storm
frequency level of protection provided by the existing systems. It will then be updated
periodically, and used to evaluate the impacts of new development, proposed improvements,
and the increasing storm severities associated with climate change. The Village will assist by
providing GIS atlas and contour information, as well as record drawings when available. GIS
data will also include rim & invert elevations of the sewer systems. Supplemental survey
information may be necessary as recommended by the consultant.
4. Map areas of known and potential flooding. Based upon the hydraulic model, aerial
topography, and resident complaints, identify areas of known and probable flooding. This
map should delineate flood -prone areas, similar to FEMA's Flood Insurance Rate Maps. This
map should also be interactive showing flood -prone areas under different storm conditions.
The Village will assist by providing GIS data showing areas of reported flooding.
�.mw o b'T'7'0-543:l 0Fax8,1 7�;:�� i 937A° tdsd'"Nmw vno",o NJld,ntpM"ospedq
7
5. Provide an in-depth analysis of the stormwater system both within the public right-of-way and
on private property of Basin 79C (Exhibit D; map attached separately). This will be based on
the hydraulic model, potential flooding map, GIS data provided by the Village, and field data
collected by the consultant.
Evaluation & Recommendations
6. After analyzing Basin 79C, develop a comprehensive solution that details the goals, capital
infrastructure improvements, cost, private property impacts, required easements, and
potential funding sources. In addition, identify potential land areas for new detention facilities
along with associated storm sewer to connect to the existing system.
7. Develop a cost estimate for budget purposes to analyze and construct infrastructure
improvements in the remaining 124 separate and 19 combined storm basins in the Village.
8. Review the Village Code and provide recommendations to enhance our stormwater
regulations and to be compliant/consistent with MWRD, FEMA and other regulatory agencies
as well as best practices. Specific attention is to be made to sump pump and down spout
discharges on private property.
9. Review the Village's existing stormwater maintenance and monitoring activities through
interviews with Village staff and assessing the Village's Stormwater Management Report
(https://www.mountprospect.org/departments/public-works/streets/storm-water-management),
and identify new potential programs and policies as appropriate.
10. Develop potential green initiatives related to stormwater management, both in the public right-
of-way and on private property, that are consistent with the Village's Sustainability Action Plan.
Special attention should be paid to the long-term sustainability, maintenance requirements,
and likely enforcement mechanisms. (https://www.mountprospect.org/community/sustainability)
11. Review the effectiveness of permeable paver systems and other newer, less -traditional
measures that serve to provide stormwater detention for private development. Develop
criteria for their acceptance and long-term maintenance inspection requirements.
12. Evaluate the potential implementation of a stormwater utility fee to fund annual capital
infrastructure projects.
13. Create a toolbox of various measures based on different situations to improve the public and
private stormwater systems, and to mitigate flooding to private structures and properties.
I Iho ne o b T'87'0— 3„ :l.d;.;,B Fax 8,1 93?'7" tdOMW.VRk^'oNJInt[..)rOSPeGLU,g
8
Exhibit C
Evaluation Process
Agency: Village of Mount Prospect
Project: Stormwater Management Master Plan
Your Statement of Qualifications & Cost Proposal should be emailed to the following address and
received no later than 5:00 p.m. on May 26, 2023.
Mr. Matthew P. Lawrie, P.E.
Village Engineer
Village of Mount Prospect
mlawrie(a-).mountprospect.orq
The Statement of Qualifications will be evaluated based on the following factors:
• Project Understanding
• Technical Approach
• Similar Project Experience
• Project Team Capabilities
• Overall Completeness of Submittal
The Village will conduct interviews with the shortlist firms. Those selected for an interview will be
contacted by the Village to arrange a date/time to meet virtually via GoToMeeting.
The Village of Mount Prospect appreciates your interest in this project. Any request for
information or questions regarding this Request for Statement of Qualifications can be directed to
Matthew Lawrie, Village Engineer, by phone at 847-870-5640 or email at
mlawrie(a)_mou ntprospect.orq.
Tentative Schedule
IIhone&:1',1'8W)43��aI.0 Fax 8,1 93?'7" tdOMW.IIRk^'oNJIntpr osped.u'g
9
....,
Submit Statement of Qualifications and Cost
Proposal
May 26, 2023
Select consultants for interview
June 16, 2023
Select consultant and negotiate contract
June 30, 2023
Award contract to consultant
July 18, 2023
Kick-off meeting with Village
July 26, 2023
Complete draft report
December 31, 2023
Receive Village comments on draft report
February 1, 2024
Complete final report
March 1, 2024
Presentation to Village Board
April 2024
IIhone&:1',1'8W)43��aI.0 Fax 8,1 93?'7" tdOMW.IIRk^'oNJIntpr osped.u'g
9
Exhibit D
Subbasin 79C Map
Agency: Village of Mount Prospect
Project: Stormwater Management Master Plan
l lllge of
Mount PrOSPeCt, IllinoiS
STORM BASIN
BOUNDARY
Cep STB -79C
200 0 200 400 600 600 Feet
I
< � A ��? 5 3 77 e"'xv6vmoX1 Nt:wsecrt
u"d
10
IIMAY 26, 2023
lI' IIII'IIIIII ' IIII'II'I'"s I IFo ID S I A"°I°°'IIII'IIIIII IIII VIII IIII I VFQIJXI IIII IIII VIII °°'IIII' IIII& COST` IIII''°' IIII IIID° IIII
SUBMITTEDTO: SUBMITTED BY:
MR. MATTHEW LAWRIE, PE THOMAS BURKE, JR., PHD, PE
VILLAGE ENGINEER EXECUTIVE VICE PRESIDENT
VILLAGE OF MOUNT PROSPECT HEAD, WATER RESOURCES DEPT
1700 W. CENTRAL ROAD CHRISTOPHER B. BURKE ENGINEERING, LTD.
MOUNT PROSPECT, IL 60056 9575 WEST HIGGINS RD, SUITE 600
MLAWRIE@MOUNTPROSPECT.ORG ROSEMONT, IL 60018
TBURKE@CBBEL.COM
11
CHRISTOPHER B. BURKE ENGINEERING, LTD.
9575 W Higgins Road, Suite 600 Rosemont, Illinois 60018-4920 Tel (847) 823-0500 Fax (847) 823-0520
May 26, 2023
Village of Mount Prospect
Public Works
1700 W. Central Road
Mount Prospect, IL 60056
Attention: Matthew P. Lawrie, PE
Village Engineer
Subject: Request for Statement of Qualifications and Cost Proposal
Stormwater Management Master Plan
Dear Mr. Lawrie:
Christopher B. Burke Engineering, Ltd. (CBBEL) is pleased to submit our response to the Village of Mount
Prospect's (Village) Request for Statement of Qualifications (RFQ) and Cost Proposal for a Stormwater
Management Master Plan. CBBEL is highly qualified to successfully perform this study, and we look
forward to continuing our working relationship with the Village. As you know, CBBEL recently studied
the Levee 37 drainage system, which led to the implementation of two successful and award winning
flood storage projects in Aspen Trails Park and Burning Bush Trails Park.
CBBEL's unparallel experience with these types of studies in similar communities, as well as our
relationships and familiarity with governmental permitting agencies, provide the required background
and knowledge for the Village. CBBEL specializes in the study, design and construction of complex
stormwater projects, and we're proud of the reputation we've built as specialists in the field. We
routinely complete studies outlined in the RFQ that lead to successful design and permitting of flood
control projects. We are confident that CBBEL can satisfy the Village's technical requirements with our
experienced and qualified staff. Our water resources staff of 20 engineers is the largest in the region,
and includes 1 PhD, 16 Professional Engineers, and 13 Certified Floodplain Managers. Our staff have
significant experience in the design and cost estimates of all types of stormwater projects. By having
these resources in-house, we are able to complete projects more efficiently, economically and within
the timeline required. We have the proven track record in making these statements.
We have performed many similar stormwater studies for municipalities throughout the region in the past
5-10 years. In this proposal, we highlight the projects for the Villages of Skokie, River Forest, Libertyville,
Algonquin, Roselle, Deer Park and the City of Park Ridge that have led to in -the -ground projects that
mitigate similar problems and are providing flood protection today. We believe that with our positive
track record with these communities, we continuously demonstrate that we have provided feasible
solutions that consider the cost of the solution while always providing the desired results. We have
provided detailed project information on these projects in Tab 3 and we strongly encourage you to
contact the references we provided to get their perspective on our services.
12
Our team is available immediately and our goal is to complete the work to your satisfaction while
consistently delivering quality, on-time projects. The project team will be led by Jeff Julkowski, PE, as the
Project Manager for this project. Jeff works out of our Rosemont office and has extensive experience
with drainage studies and has been the project lead on numerous Stormwater Master Plans.
We trust that the attached material will demonstrate our enthusiasm, understanding, and expertise to
perform these services. We appreciate the opportunity to submit our Statement of Qualifications and
Cost Proposal and look forward to the next phase of the selection process. If you have any questions or
need any additional information, please do not hesitate to contact Jeff or myself at (847) 823-0500.
Sincerely,
Thomas T. Burke, Jr., D, PE
Executive Vice Pr
nt
Head, Water Resources Department
2
13
uuuu uu uuuuuui uuumuum uuuumlm
uuuuma
MCG�11111111111111m
I
TAB I WVUI'' IIYY
U�RGXVZA ONN C�� X�R
TAB 3
SIIIIIIIIIIIIIIIXIIII'''IIII''°Illk 11111 111116IIIII°IIII11111 11111
TAB 4 PIIII''?o I I XT1YH1
::°?o) C scIl )(pL
TAB 5 COS I
15
Christopher B. Burke Engineering, Ltd. (CBBEQ
9575 West Higgins Road, Suite 600
Rosemont, Illinois 60018
T: 847.823.0500 1 F: 847.823.0520
cbbel.com
CBBEL is a full-service consulting engineering
and surveying firm that comprehensively
meets the needs of our clients, whether in
the public or private sector. Founded in 1986
by CEO Christopher B. Burke, our Illinois -
based staff of 211 consists of experienced
and responsive professionals who provide
engineering, surveying and environmental
services on a personal level. Committed to
delivering consistently accurate, timely and
cost-effective solutions to a wide range of
engineering and environmental challenges, our
team's expansive list of specializations provide
professionalism and a depth of expertise that
promote project success.
UN A/Aws/s/b./h/11. LICENSED
7F U PROFESSIONALS
ill/Iaiip i»» i»»
TOTAL STAFF �)
a
O/piij u
lf YEARS IN
u% BUSINESS
RESOURCES
Having received his doctoral degree in civil engineering from
Purdue University, CBBEL CEO Christopher B. Burke embraces
education and encourages continued learning among his
employees. Our staff includes three PhDs, 90 licensed
professional engineers, a team of licensed professional
land surveyors, two licensed structural engineers and a
licensed landscape architect. Additionally, six employees
are professional traffic operations engineers (PTOE), and
four have received the designation of Diplomate Water'
Resource Engineer (D.WRE). Twenty-one staff members
are certified floodplain managers (CFM), 13 are certified
professionals in erosion and sediment control (CPESC) and
nine are certified professionals in stormwater quality (CPSWQ).
Our resources are geographically distributed to create a network of effective and convenient
service. Rosemont is home to our main office while our other Illinois locations include Evanston
and Lockport.
Through leadership positions and active membership in a varietyof professional and educational
associations, CBBEL is able to deliver cutting-edge technology and techniques as they emerge.
The outcome is a context -sensitive approach that rejects outdated cookie -cutter remedies and
provides the best solution. We are proud to be actively involved with the American Society of
Civil Engineers (ASCE), American Council of Engineering Companies (ACEC), American Public
Works Association (APWA), and more.
Our commitments to hiring exceptional personnel, prioritizing client relationships
and valuing education have earned CBBEL numerous prestigious awards from
the Illinois Department of Transportation, the Illinois Tollway and the Illinois
Chapters ofACEC, APWA, ASCE and the American Planning Association. Recently,
CBBEL was recognized with the IL ESGR State Award for our "strong support to
the National Guard and Reserve." Additionally, the Neighborhood Storage Project IIE16
(Village of Wilmette) and Levee 37 Interior Drainage Stormwater Improvements
Project (Village of Mount Prospect) were selected as APWA Suburban
Branch 2023 Project of the Year. The Neighborhood Storage Project
(Village of Wilmette) received an APWA Chicago Metro Chapter 2023
Project of the Year award. In 2019, CBBEL was recognized as Kane
County DOT's Consultant of the Year and ASCE's Private Sector
Employer of the Year. In 2017, CBBEL clients and projects received
national awards from the APWA, including the Northside Stormwater
Management Project (Village of River Forest) and Elmwood Park
Flood Mitigation Project (Village of Elmwood Park). In addition, five
employees have been the recipient of an APWA Top Ten Leader of the
Year award, two of which went on to win at the national level.
SERVICES
Since its founding in 1986, the size of our company and the complexity
of our projects have grown. We are proud to have served as lead
engineer on a variety of major municipal and county undertakings,
including the design, permitting and construction of numerous major
transportation and local municipal roadway projects, multi -use paths,
on -street and off-street bike lanes, roundabouts, bridges, flood control
reservoirs, pump stations, embankments, storm sewers, large open
channels, water mains and water systems.
As a full-service firm we also conduct water resource related studies,
perform GIS services, environmental resource assessments,
mitigation planning and permitting and a myriad of traditional civil
engineering functions.
CBBEL has provided professional review services for municipalities,
counties and state agencies. Our experience includes the review
of drainage, roadway, subdivision, sanitary sewer and mechanical
engineering submittals prepared by third -party consultants for both
private and public sector clients.
Our office prepares a significant number of high-quality stormwater
management studies and permit applications, having obtained more
than 3,000 US Army Corps of Engineers Section 404 permits with
accompanying I EPA water quality certifications, more than 500 Illinois
Department of Natural Resources -Office of Water Resources floodway
construction permits and 450 Federal Emergency Management
Agency Letters of Map Amendment and Letters of Map Revision.
Whether you require consulting for an individual project or the full-
service resources from one of our departments, you can rely on CBBEL
to take the time to thoroughly understand your needs and partner with
you to create innovative, cost-effective solutions. Diversification and
flexibility are the keys to our successful, long-term relationships with a
wide variety of clients, including municipalities, counties, townships,
sanitary districts and drainage districts throughout Chicagoland.
We have unique knowledge and experience with various funding
CHRISTOPHER B. BURKE ENGINEERING, LTD. 1 9575 W. HIGGINS RD.
programs available to our county and municipal clients, providing
an added service not easily found in the engineering industry: from
grant writing and design procedures to record keeping and funding
reporting, CBBEL is your full-service firm.
GREEN INITIATIVES
CBBEL is proud to have consistently been at the forefront of
sustainability and green initiatives and is a corporate leader when it
comes to implementation. Through the dedication of our company's
Sustainability Committee, CBBEUs Rosemont office has a parking
lot garden, an aggressive composting/recycling program, four
electric car charging stations and a long-range plan to implement
other energy saving devices.
In 2022, the Illinois Alliance for Clean Transportation
(IACT) recognized CBBEL with a Sustainable
Transportation Award as Workplace of the Year for
taking action to locally reduce vehicle emissions and
improve air quality.
CBBEL was selected as the 2018 Illinois Road and"2w,
Transportation Builders Association's Sustainability
Champion Award, the first two-time winner of this
award (2014 and 2018). CBBEL was named one
of the Best Workplaces for Commuters in 2023 for
the 6th consecutive year for offering exceptional
employee -provided commuter benefits. In 2012 and 2013, CBBEL
received the Governor's Sustainability Award for achievements in
protecting the environment, improving the economy and helping to
sustain the future. CBBEL also received a Conservation and Native
Landscaping Award from Chicago Wilderness.
One of the sustainability efforts for which the firm is perhaps best
known is our award-winning Bike to Work Program, in which CBBEL
provides mileage reimbursement, changing facilities and bicycle
storage. Over 180 employees have participated in the program and
more than 440,000 miles have been commuted on bike.
CBBEL is recognized by the League of American
Bicyclists as a "Platinum" level Bicycle Friendly
Business, in recognition of our efforts to encourage
a more bicycle -friendly atmosphere for employees
PUPRUM
and clients. CBBEL is one of two Illinois firms to ��D�°'�U�
be awarded Platinum status and is one of the few
Midwestern non -bike related businesses to be
awarded Gold status or higher.
0VER4/ 00/60))0
COMMUTED ON BIKE
APPROXIMATELY
�I 0""�
�'l- �11 INIII utd"'a
�H�
�,vnti6V1�h
POUNDS OF CO2
ELIMINATED
BASED ON 15 MPG AND 20 LBS. CO,/GAL
STE. 600 1 ROSEMONT, IL 60018 1 T: 847.823.0500 1 0BEL.COI17
18
uu �
um um i 1 ' i uuuuuuum I uuuuuu' uuuuu uu
STORMWATER MANAGEMENT MASTER PLAN
iv
luuuuu uumu iiiiiiiiiiiiiiuu umiuu luuuiui iuuuuuui
� Vuuuuuu uuuuuuu Vuuuuuui
Our project team has been assembled to take advantage of the unique strengths and experience of our staff to meet all of the
Village's engineering needs. Their experience will allow for a successful and efficient completion of this project. We are committed
to completing the project to the Village's satisfaction and making sure that the Village is a priority with regards to staffing and
scheduling.
Our proposed team members are full-time in their respective roles; they are not generalists who occasionally perform
specialty tasks. The project team is available on an immediate basis. The organizational chart included in this submittal
illustrates our anticipated staffing and work structure. When necessary„ we are always available to call on more resources
either in-house or from our subconsultants to meet any requests by the Village.
JEFFREY I, PE I PROJECT MANAGER
JEFF JULKOWSKI is a Senior Water Resources Project Manager with over 24 years of experience that
includes the development and implementation of stormwater infrastructure projects throughout
the region. His experience in recent years has focused heavily on drainage improvements and flood
mitigation studies in urban/suburban environments, and includes sewer modeling and Stormwater
Master Plan studies in the City of Park Ridge, the Village of River Forest, and the Village of Skokie,
among others. Jeff will be the Project Manager for the project.
THOMAS BURKE, JR, PHD, PE I QA/QCII
THOMAS BURKE is Executive Vice President and Head of CBBEUs Water Resources Department,
responsible for over 20 water resources engineers performing technical analysis and design.
Thomas is a Professional Engineer experienced in civil and water resources engineering. Thomas
is familiar with the requirements of this project based on his extensive drainage experience with
other municipalities. Several Stormwater Master Plan projects have been successfully implemented
in Park Ridge, Elmhurst, Winnetka, Orland Park, Highland, Merrillville and Dyer that were a result
of recent stormwater studies completed by CBBEL to relieve flooding. Many of these projects have
included a Stormwater Utility component.
MICHAELI
MIKE BURKE is a Water Resources Project Manager with 12 years of experience. He is responsible for
stormwater modeling and permitting, and has analyzed and developed concepts for several municipalities
including Arlington Heights, Deer Park, and Mount Prospect. Mike was the key water resources engineer
for the Levee 37 Study, Aspen Trails Park, and Burning Bush Park. Mike will bring that key experience to
the Village of Mt. Prospect's Stormwater Management Master Plan.
JEANA GOWIN, PE I MODELING
JEANA GOWIN is a Water Resources Project Manager with 21 years of experience. Jeana is responsible for
stormwater modeling and permitting, and has analyzed and developed concepts for many municipalities
including New Lenox, Streamwood, Franklin Park, Lombard, Villa Park and Elmwood Park. Her recent
Stormwater Master Plan work includes communities such as Roselle and Deerfield.
AIIIIII.IL.AGlllll Alll'' IIAOIill AN Qi?dilfliilii
20
DAVID BUCKLEY, PE I MODELING
DAVE BUCKLEY is a Water Resources Project Manager responsible for engineering studies including
flood studies, watershed studies, steady and unsteady hydraulic analyses, stormwater management
studies, permit applications to various agencies including Illinois Department of Natural Resources
(IDNR- OWR) as well as municipalities and counties. Dave's experience includes flood reduction
projects and watershed management studies in Wilmette, Winnetka, Libertyville, IL and Dyer and
Merrillville, IN.
JASON SOU DEN, PE I / I I L) /ESTI MATI NG/CONSTRUCTABII
JASON SOUDEN has been assigned to perform QA/QC for the Village's Stormwater Management Master
Plan. Jason is Vice President and the Head of our Civil Engineering Design Department and has been
with CBBEL for over 29 years. All design engineering aspects of this study, including project feasibility and
cost estimating, will be overseen by Jason. Jason has provided oversight and QA/QC for several similar
stormwater improvements projects for Arlington Heights and Elmhurst.
"IlllllGlll?: VIII'° IIAOtfl nII" UIIIICII IIIIIIC�IIY'r II'' II1!111 IXy
21
YEARS EXPERIENCE: 24
YEARS WITH CBBEL: 24
EDUCATION
Bachelor of Science, 1998
Agricultural Engineering
University of Illinois at
Urbana -Champaign
PROFESSIONAL REGISTRATION
Professional Engineer, IL,
062.057976, 2004
CERTIFICATIONS
Certified Floodplain Manager,
IAFSM
PROFESSIONAL DEVELOPMENT
FEQ Unsteady Flow
Modeling Seminar
National Highway Institute -
HEC -HMS Training Seminar
ASCE-Illinois Section EE&WR
Technical Group-XP-
SWMM2000 Training Course
Ethics in City Government,
Ethics Training for CDA/OMP
Contractors, Vendors and
Employees
PROFESSIONAL AFFILIATIONS
Illinois Association for
Floodplain and Stormwater
Management
AWARDS
APWA Transportation Project
of the Year, over $10M,
2003, Butterfield Road
(South), LCDOT
JefOFM
fireyhlkowskl,
A
Seliialr Water IIIIIes w'u rces li)�lroject l aiin w ilii,
Professional Engineer experienced in water resources; responsible for engineering project management
and analysis. Duties include performing the following hydrologic and hydraulic engineering tasks: land
use characterization, watershed studies, floodplain/floodway delineation, detention and compensatory
storage determination, steady state hydraulic analyses, and design of conveyance systems, and stormwater
management permitting.
Computer modeling experience includes TR -20, HEC -HMS, HY8, HYDRAFLOW, HEC -2, HEC -RAS, WSP-2,
InfoSWMM, and XP-SWMM.
SPECIAL STUDIES
Skokie Stormwater Master Plan: Project Manager for a Stormwater Master Plan for the Village of Skokie.
The Village has a complex system of combined sewers, relief sewers, limited storm sewers, and an extensive
system of inlet restrictors and storage vaults constructed in the 1980s. A major component of the study was
the review of as -built plans to obtain sewer data and improve the thoroughness of the Village's GIS database.
Once completed, an XP-SWMM model of the Village's major sewer districts was created. Surface flows were
modeled using 2D modeling techniques due to the surface storage associated with the inlet restrictor program.
A Stormwater Capital Improvement Plan was created to achieve a standard level of protection for basement
flooding throughout the Village.
River Forest Stormwater Master Plan: Project Manager for a Stormwater Master Plan for the Village of River
Forest. The project included development of a flow monitoring plan and coordination with a subconsultant to
install flow monitors and collect flow data. Developed a comprehensive XP-SWMM model of the Village's storm,
relief, and combined sewer systems. Developed a Stormwater Capital Improvement Plan to achieve a standard
level of protection for basement flooding throughout the Village. This project is ongoing as of May 2023.
Park Ridge Stormwater Master Plan: Project Manager for a citywide study initiated to identify flood control
projects throughout the City. Thirteen projects totaling over $100 million were identified. Project included
significant public coordination and multiple city council presentations.
Park Ridge Citywide Sewer Study: Lead Engineer that developed InfoSWMM model of entire City's sewer system.
Project need resulted from repeated severe floodingevents in recentyears. Responsiblefor coordinating development
of InfoSWMM models for 3 major sewer systems and development of 12 project areas to reduce the risk of flooding.
Completed benefit/cost analysis. Prepared final report and gave presentation of results to City Council.
Park Ridge Sewer Improvement Program: Project Manager for follow-up to Citywide Sewer Study. Ongoing
project to develop conceptual improvements into construction projects. Responsible for coordinating InfoSWMM
modeling and development of final construction documents.
Park Ridge Stormwater Utility Study: Project Manager for project to determine the feasibility of implementing
a stormwater utility fee in the City of Park Ridge. Responsibilities included developing an impervious area
database, determining the Equivalent Residential Unit, and making multiple presentations to City Council.
Roselle Stormwater Master Plan: Project Engineer responsible for QA/QC of XP-SWMM modeling and
development of improvement alternatives for a Stormwater Master Plan for the Village of Roselle.
IDOT-Hydraulics Program Management Consultant: Project Manager for IDOT Various, Various contract with
Hydraulics Section. The contract included placement of CBBEL staff within IDOT's offices to complete permit
reviews for the Hydraulics section. Other studies included Drainage Investigations, Location Drainage Studies,
and coordination with contractors to perform sewer televising and cleaning services.
Springdale Subdivision Flood Study, Western Springs: Project Manager for a flooding evaluation for
Springdale Subdivision, an area of the Village of Western Springs that experiences street flooding up to 4' in
depth. Project included development of XP-SWMM models of the drainage system, calibration of the model to a
known flooding event, development of a concept for a major flood mitigation project, and preparation of reports
and presentations to the Village Board.
Cypress Area Stormwater Improvements, Arlington Heights: Project Manager for design of a stormwater
improvement project in the area of Cypress Street. CBBEL previously completed a stormwater analysis which
developed the conceptual improvements, which included construction of 3,500 LF of relief storm sewers and
a new 30 ac -ft detention basin on Village -owned property. The Village expanded the scope of the project to
include replacement of over 10,000 LF of watermain adjacent to the project area and the reconstruction of
3,000 LF of streets in the project area. The project included preparation of final contract documents, bidding,
and ultimately construction engineering.
22
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste.. 600 1 Rosemont, IL 60018 1847.823.0500 1 ebbel.com I jjulkowski@cbbel.com
Lincolnwood Street Storage Program: Lead Water Resources
Engineer responsible for the modeling analysis and coordination
with plan development. Project involved placing inlet restrictors and
containment berms to temporarily store runoff on street surfaces to
reduce peakflows into system. Modeling analysis completed using 2D
XP-SWMM model.
1-290 Flooding Study, Forest Park: Lead Engineer for flooding
evaluation portion of IDOT Location Drainage Study. Repeated flooding
has occurred on 1-290 near Des Plaines Ave. As part of the Phase I
planning for reconstruction of 1-290, IDOT requested a detailed flood
study of this area. An XP-SWMM model was developed and calibrated
to record pump station data. Alternatives were developed that
included new conveyance systems, an enlarged pump station, and
underground storage vaults.
Riverside Comprehensive Sewer Study: Project Manager responsible
for project management, development of improvement alternatives,
project QA/QC and public presentations of study results. Scope
included development of Info SWMM sewer model of Village's entire
combined and storm sewer system.
O'Hare Modernization Program — Master Drainage Plan, Chicago:
Ongoing project includes drainage master planning work to
expand and reconfigure the airfield at O'Hare International Airport.
Responsibilities included determining the layout of numerous storm
sewer systems to collect runoff potentially contaminated with aircraft
deicing fluids. Sizing of these systems was done using XP-SWMM
modeling software. Responsibilities also included the sizing of 3
large detention basins, coordination with numerous airfield design
projects, and technical support for permitting through IDNR-OWR,
DuPage County, TEPA, MWRDGC, and FAA. Also oversaw preparation of
permit submittal to IDNR-OWR for improvements within Crystal Creek
watershed.
Lombard Combined Sewer Modeling: Project Manager for an
ongoing analysis of 2 areas of the Village's storm and combined
sewer system encompassing approx. 1,900 acres. Runoff from these
areas is conveyed to various sewer treatment facilities, until those
systems reach capacity and overflow to East Branch DuPage River.
Project will determine existing system capacities and frequencies of
combined sewer overflow events, with the goal of developing a sewer
separation plan that will reduce frequency of CSO's. Analysis uses
the XP-SWMM hydraulic model which will be calibrated to recorded
rainfall and pipe flow data. After the model is calibrated, deficient
areas will be identified and a sewer separation plan will be developed.
Will County Stormwater Technical Manual: After assisting Will
County with the drafting of its countywide Stormwater Management
Ordinance, CBBEL prepared a Technical Guidance Manual to
complement the Ordinance and to describe the technical basis for
requirements of the Ordinance. Responsibilities included drafting
of text and examples, creation of figures, and integration of review
comments from Stormwater Committee. Manual includes information
in regards to: requirements for stormwater management, erosion
and sediment control, protection of special management areas,
Stormwater Management Permit submittal requirements, long-term
maintenance, and enforcement and penalties.
STORMWATER UTILITYI
Lombard Stormwater Needs Assessment, Lombard: Project
Manager to determine a Stormwater Needs Assessment of the
Village's stormwater management infrastructure. The objectives
of this study included a compilation and assessment of the existing
stormwater system, a review of Village policies and procedures for
maintenance of its infrastructure, in particular, policies related to the
Village's MS4 Permit. These policies were reviewed and evaluated
for compliance with current regulations, as well as potential future
changes to the MS4 permit requirements and a cost analysis to
analyze how the Village has been funding its stormwater program, in
terms of both capital improvements and operation/maintenance of
the system. The cost analysis also included the Village's current 10 -
year Capital Improvement Plan (CIP) for the purpose of determining
whether the Village has sustainable revenues to support the CIP, or
whether additional revenues will be required.
Park Ridge Stormwater Utility Study: Project Manager for project
to determine the feasibility of implementing a stormwater utility fee
in the City of Park Ridge. Responsibilities included developing an
impervious area database, determining the Equivalent Residential
Unit, and making multiple presentations to City Council.
STORMWATER AND FLOODPLAIN
PERMITAPPLICATIONS
Brach -Brodie Property, Naperville: Responsibilities included
determination of detention storage requirements and preparation of
permit submittal to City and DuPage County. Also completed drainage
study of IL Route 59 and offsite areas to design a bypass culvert through
the development. Completed permittingth rough IDOT-Hydraulics. Project
involved development of 100 -acre plus parcel of land. The property,
bordered on the north by 75th Ave and on the west by IL Route 59,
was converted from farmland into commercial space. Project included
construction of a 52 acre-foot stormwater management facility, new
wetland in adjacent Forest Preserve parcel, new 1/2 mile 4 lane roadway,
new signalized intersections on IL Route 59 and 75th Ave, new turn
lanes in existing medians of IL Route 59 and 75th Ave, and roadway
wideningof IL Route 59 and 75th Ave. Projectalso included coordination
of 80,000 plus CY of imported structural fill and construction of 5
building pads ranging in size from 10,000 SF to 150,000 SF.
The Reserve Subdivision by Pulte Homes, Elgin: Developed
stormwater plans for a 44 -acre subdivision adjacent to Otter Creek.
Development included several large wetland areas, 5 detention
basins, compensatory storage, and a new culvert crossing of an
unnamed tributary to Otter Creek. Permitting was completed through
the City of Elgin and IDNR-OWR.
Butterfield Road Reconstruction (North and South), Libertyville:
Stormwater management studies included detention storage for
2 watersheds and sizing of storm sewer systems. HEC -2 hydraulic
modeling of Bull Creek to size proposed culvert replacement.
Permitting through LCSMC. Project consisted of reconstruction of
Butterfield Rd from Bull Creek to IL Route 137, a distance of approx. 2
miles and from Huntington Rd South to Bull Creek, a distance of over
2 miles. The existing two lane rural cross-section was reconstructed to
provide five 12' lanes bound by B.6-24 curb and gutter. Reconstruction
included complete removal of existing bituminous pavement and
replacement with full depth asphalt pavement, new curb and gutter,
new storm sewer system, detention facilities, and utility relocations.
Edgewater Subdivision by Pulte Homes, Elgin: Performed hydraulic
modeling for proposed realignment of Otter Creek from a channelized
agricultural ditch to a natural meandering stream. Hydraulic modeling
included one new culvert crossing, improvements to existing crossing
at Bowes Rd, and relocation of regulatory floodway. The modeling was
used in support of permitting through IDNR-OWR. Designed several
basins adjacent to Otter Creek to provide detention and floodplain
storage. Completed Stormwater permit submittals through the City.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jjulkowski@cbbel.com
23
2orc
jhoimas
d B Y I. , A
xeculiile li"ceilII3iiumeliilaiili�°
Professional Engineer experienced in civil and water resources engineering. Responsible for water resources
YEARS EXPERIENCE: 32 engineering projects, designs, and reviews, including land use characterization, watershed and floodplain/
YEARS WITH CBBEL: 27 floodway delineation, steady and unsteady river hydraulics analysis, stormwater management, feasibility
EDUCATION studies, and development of countywide ordinances. Head of Water Resources Department, responsible for
Doctor of Philosophy, 1996 21 water resources engineers performing technical analysis and design. Projects include developing hydrologic
Civil Engineering and hydraulic models, establishing floodplain and floodway limits, evaluating proposed modifications,
Purdue University stormwater management design for commercial, industrial, and residential development, obtaining permits
through municipal, county, state and federal agencies and Letters of Map Change. Served as an expert witness
Master of Science, 1992 for cases involving stormwater management. Stormwater consultant for the Lake County Surveyor's Office, Lake
Civil Engineering County Drainage Board and Town of Dyer in Indiana. Oversee the stormwater reviews for several communities
Purdue University in the Chicagoland area and northwest Indiana.
Bachelor of Science,
1991 Civil Engineering SPECIAL STUDIES
Northwestern University Winnetka Flood Risk Reduction Study: Performed a flood risk reduction analysis based on the flooding from
PROFESSIONAL REGISTRATION the September 2008 event. The purpose of the study was to evaluate the existing storm sewer systems for
Professional Engineer, IL, the 2-, 5-, and 10 -year design events, establish causes for the flooding and provide improvement plans to
062.052048, 1998 reduce the risk of future flooding. There were 5 study areas identified through a series of public meetings and
flood damage questionnaires. Causes of flooding were identified and conceptual improvement plans, along
Professional Engineer, IA, with estimated costs, were prepared. The study was then expanded to cover 3 additional areas and include
17060, 2004 evaluation of protection up to the 100 -year design storm event following significant flooding in July 2010.
Professional Engineer, IN, Elmhurst Comprehensive Flood Plan: Completed an overall study of 10 areas that significantly flooded during the
10708209, 2007 July 2010 storm event. After analyzing the existing conditions, proposed solutions were provided to reduce the risk
Professional Engineer, MI, of future flooding. Hydrologic and hydraulic modeling were used in the evaluation of alternatives. Cost estimates
6201062525 were determined for each solution. We also reviewed the current stormwater practices and made recommended
improvements. Several presentations were made to the City and many meetings with a citizen task force were held.
Professional Engineer, TX, St. Margaret Merc Healthcare Centers Inc. Dyer, IN: Hart Ditch overtopped its banks, causing significant
121172,2015
overbank flooding through the Town of Dyer and substantial flood damage to the hospital campus. CBBEL
Professional Engineer, PA, was retained to evaluate the cause of the flooding and prevent future flooding. A flood protection barrier was
084728, 2016 proposed. CBBEL developed a hydrologic model for the Plum Creek/Hart Ditch Watershed and calibrated to
August 2007 storm event using measured rainfall data; developed an unsteady HEC -RAS hydraulic model
CERTIFICATIONS to determine benefits of flood storage, a summary report and creation of temporary and permanent flood
Diplomate Water Resources protection for the campus. This information was used for further development of flood storage needed.
Engineer (D.WRE)
Economic Impact Study, MWRDGC: Managed an engineering analysis and report, in support of the Economic
Certified Floodplain Impact Study, to evaluate the site impacts and corresponding stormwater infrastructure costs associated
Manager IAFSM with implementing the Draft Watershed Management Ordinance. The report was provided to an economic
Certified Professional in consultant to assist in the preparation of the Economic Impact Study conducted by MWRDGC.
Erosion and Sediment Control Orland Park Flood Risk Reduction Assessment: As the result of significant flooding in the Village from a severe
Certified Professional rainstorm on July 27, 2003, CBBEL performed a flood risk reduction analysis. The primary goal at the study was
in Stormwater Quality, to determine the extent and cause of flood damage throughout the Village. There were 21 study areas identified
Envirocert International within the Village and conceptual estimates of construction costs were prepared for possible solutions. A flood
Kane County Engineer damage questionnaire was distributed throughoutthe Village and multiple neighborhood meetings were held.
Review Specialist Orland Park Stormwater Management Plan: Utilizing the analysis prepared in the Orland Park Flood Risk
AWARDS Reduction Assessment, CBBEL prepared a stormwater management plan for the Village which addressed
implementing specific drainage improvements in 16 of the 21 study areas. The plan varied from construction
Young Civil Engineer of the of new storm sewers to increasing storage capacity to modifying overland flow routes.
Year, ASCE-IL Section, 2000
Edmund Friedman Young Wood Dale — Itasca Spillway: Design and analysis of a spillway diverting large flows into a reservoir. Performed
Engineer Award for wave run-up calculations for permitting and hydraulic analysis using FEQ unsteady -state model to analyze the
Professional Achievement, economic benefit of many scenarios. Project includes the optimization of four gate setting for diverting flow
ASCE, 2001 from Salt Creek into a large pump -evacuated reservoir. Used economic data to determine project benefits for
State funding.
Charles Ellet Award, Western
Society of Engineers, 2001 Lincoln Park Zoo, Chicago: Part of a consulting team renovating the South Pond area that will inspire lifelong
environmental stewardship for Chicago area students, families, and community members. CBBEL worked
Chi Epsilon Chapter on the design to enhance the pond by improving the water quality by replacing surrounding asphalt paths
Honor Member, Purdue with native vegetated edges, introduce interactive elements along the pond, add a boardwalk through the
University, 2001
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I tburke@cbbel.com
24
pond, restore and protect the island in the pond and improve the
surrounding landscape.
Morton Arboretum Main Parking Lot Design, Lisle: CBBEL
incorporated BMPs into the design of their 6 -acre Main Parking Lot.
The Main Parking Lot is located in the floodplain of the East Branch
of the DuPage River, and stormwater runoff from the parking lot will
drain to Meadow Lake. The design of the Main Parking Lot included
the following BMPs: Wetland Sedimentation Basin, Porous Pavement,
Depressed Medians, and Subsurface Stormwater Storage. Following
the completion of the project a study comparing the results of runoff
volume from the Main Parking Lot with the runoff volume from the
staff parking lot (typical impervious coverage) was performed to
demonstrate the reduction of runoff using BMPs.
Graue Mill HOA, Hinsdale: CBBEL performed a detailed hydraulic
study of Salt Creek and designed flood control measures to protect
the residential community that experienced devastating flooding
several times. Obtained FEMA funding for construction of the project
that included levees, pump 2 stations, raising utilities, automated
floodwalls and berms.
WATERSHEDI IES
Upper Salt Creek FEQ Study, DuPage County: Performed hydraulic
analysis using FEQ unsteady -state model for a comparison study with
HEC -2 steady-state model.
Flagg Creek Watershed Plan, DuPage County: Performed hydraulic
analysis using FEQ unsteady -state model, economic analysis of
damages from historical events and assisted in the preparation of a
watershed plan.
Addison Creek Watershed Plan, DuPage County: Performed
hydraulic analysis using HEC -2 steady state model, economic analysis
of damages from design storm event and preparing a watershed plan
which allows the Village of Bensenville to plan and obtain funding for
regional stormwater projects.
Upper Des Plaines River Tributaries, DuPage County: Completed a
Watershed Study for Willow -Higgins Creek and Bensenville Ditch as they
relate to the City of Chicago O'Hare International Airport Modernization
Program. The plan allows for the future development to meet the intent
of the DuPage County Stormwater and Flood Plain Ordinance by reducing
peak discharges leaving the airport property and identifies known
flooding problems in the watershed.
Plum Creek/Hart Ditch: Completed a watershed study of the 72
square mile drainage area in Illinois and Indiana that has led to
additional studies and projects providing flood protection.
Downers Grove Downtown Redevelopment Watershed Plan,
DuPage County: Completed a special watershed study of St. Joseph's
Creek to allow the downtown area to develop without havingto provide
detention on each site and meeting the intent of the Ordinance by
improving the watershed. The plan also provides the supporting
calculations and documentation for the fee -in -lieu of detention value.
ORDINANCE DEVELOPMENT
Technical Guidance Manual for the Watershed Management
Ordinance, MWRDGC, Cook County (2014): Project Lead
responsible for the development of the TGM to accompany the WMO,
in collaboration with MWRDGC. The project involved the creation of
technical guidance for stormwater management, flood plai n/floodway,
riparian environment, and wetland submittals under the WMO,
and also included the development of all permit forms, checklists,
template hydrologic models and other resources. Additionally, the
project also involved numerous public training seminars that covered
the WMO, TGM, and HEC -HMS hydrologic modeling.
DuPage County Stormwater Ordinance (2012): Worked on complete
overhaul of the County Stormwater Ordinance to reflect the current
and future development conditions. The revised ordinance was
developed with input from the Steering Committee made up of
municipal engineers and County staff.
Kane County Stormwater Ordinance (2001): Worked for the Kane
County Department of Environmental Management to produce an
ordinance that reflects the Kane County Stormwater Master Plan and
the appropriate stormwater criteria. Assisted in the writing, research
and presentations of the Ordinance.
Kane County Technical Manual (2001): Responsible for the
development of a manual that is used as a supplement to the new
Ordinance. The manual includes example calculations and standard
forms that will be used in every stormwater submittal and example
plans to assist the design engineer in preparing a submittal.
State of Indiana:
Town of Dyer Stormwater Management Ordinance (2012)
Town of Dyer Stormwater Quality Management Plan (2012)
Lake County, Indiana Stormwater Management and Clean Water
Regulations Ordinance (2006)
ENGINEERING EI
Village of Orland Park (2004 -present): As a consultant to Village
Engineering and Public Works Departments, CBBEL is providing
engineering project review services. The reviews range from single
family lots to 70 lot residential developments. We have been involved
with the conceptual meetings through final engineering review.
Lake County, IN (1996 -present): Consultantto Lake CountySurveyor's
Office, responsible for reviewing stormwater management of proposed
projects with respect to the Lake County Drainage Ordinance. Attend
monthly Drainage Board meeting to assist Lake County Surveyor with
proposed projects and public comments.
Town of Dyer, IN (2008 -present): Consultant to Town's Storm Water
Board working on various drainage problems. CBBEL has completed
studies on over 10 different areas ranging from a subdivision problem
to sizing a regional flood control facility. Designed Phase 2 of the
Beren's-Monaldi flood control wall protecting hundreds of residents
from overbank flooding. Initiated and coordinated the installation of a
stream gage and rain gage in Plum Creek Watershed in conjunction
with the USGS. Developed an early warning system utilizing the gages
and predicted rainfall to forecast flooding and provide the Town
sufficient time to prepare and respond.
Village of Northbrook (2001 -present): As a consultant to Village
Engineer, review the stormwater management of selected projects
with respect to the Village Ordinance. Make recommendations for
stormwater improvements utilizing BMPs.
Village of Downers Grove (2001-2008): Responsible for reviewing
the stormwater management of proposed projects with respect to the
DuPage County Countywide Stormwater and Flood Plain Ordinance.
Lake County Stormwater Management Commission (2001-2002):
As a consultant to SMC, responsible for the coordination and review
of stormwater management permit applications requiring base flood
evaluation determinations, stormwater detention, roadway projects
and wetland hydrology criteria. CBBEL reviewed over 30 permit
submittals always meeting a two week turnaround requirement.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I tburke@cbbel.com
25
2orc
YEARS EXPERIENCE: 32
YEARS WITH CBBEL: 29
EDUCATION
Master of Science, 1998
Civil Engineering,
Transportation, University of
Illinois at Chicago
Bachelor of Science, 1991
Civil Engineering, Structures
University of Illinois at
Urbana -Champaign
PROFESSIONAL REGISTRATION
Professional Engineer, IL,
062.050850, 1996
PROFESSIONAL AFFILIATIONS
American Society of Civil
Engineers
Chi Epsilon Civil Engineering
Honor Society
Illinois Road & Transportation
Builders Association
It lh°°IIII a , liii liiillll Ciiii 'liiiiiii iii liiiiiii IIIC')esiiig IIIC'' Illl iiir' iiia iivai�"
Head of Civil Engineering Design Department, which includes 25 civil engineers, 5 structural department
engineers, 5 CAD technicians, and 1 landscape architect. Experience covers a wide variety of civil and structural
engineering projects. Responsibilities include civil and structural engineering project management and design.
Civil engineering experience includes design of highways, local roads, bicycle/pedestrian facilities, parks,
stormwater management facilities, streambank stabilization projects, and utility projects. Structural projects
include design and inspection of bridges, parking garages, dams, spillways, retaining walls, and culverts.
MUNICIPAL
Westmore -Meyers Resurfacing, Lombard: Project Manager responsible for preparation of plan and
specifications for the resurfacing of Westmore -Meyers Road from Roosevelt Road to St. Charles Road. This
improvement also included bike path crossing improvements at the Prairie Path and Great Western Trail.
The crossing improvements were designed in compliance with ADA accessibility requirements and included
installation of a rapid rectangular flashing beacon and pedestrian railings.
Cypress Area Stormwater Improvements, Arlington Heights: Project Manager for design of a stormwater improvement
project in the area of Cypress Street. Work included preparation of plans, specifications and estimates for 3,500 LF
of large diameter relief storm sewers and a new 30 ac -ft detention basin on Village -owned property. Design work also
included full street reconstruction of the streets adjacent to the sewer work.
Saylor, Swain, Vallette Stormwater Improvement Project:, Elmhurst Project Manager for a 6 acre-foot flood
control vault installed on residential lots purchased by the Village. The City negotiated and coordinated with four
residents to purchase four contiguous properties within the study area for the purposes of creating flood storage.
Once the four homes were demolished, an underground pre -cast concrete was installed to create 6.15 acre-feet
of flood storage. Additionally, a box culvert was installed in the nearby roadway, which added another 1.12 ac -ft
of storage, for a total stormwater storage volume of 7.27 ac -ft for the project. Because the underground vault was
below the elevation of the existing storm sewer system, the project also included the construction of a dewatering
pump station to drain a portion of the basin that is below the existing storm sewer elevation.
Sigma Phi Delta Professional Howard Street Improvements, Niles: QA/QC for a Phase I addendum and preparation of design plans. This
Engineering Fraternity federally funded project included an addendum to the Phase I report. The purpose of the addendum was to better
separate pedestrians and bicyclists and reduce the number of parcels that would be affected by land acquisition
and the addition of a road diet. Other improvements include pavement patching and resurfacing, modernization
of traffic signals, roadway lighting and construction of on -street and off-street bicycle facilities. Construction is
scheduled for 2020 at an estimated cost of $6.3 million
York Commons-Crescent/Cambridge Stormwater Improvements, Elmhurst: Project Manager. CBBEL
provided design and construction services for installation of approx. 2,000 LF of 48" diameter storm sewer in
conjunction with 11 acre-feet of flood storage created at York Commons Park. The City partnered with Elmhurst
Park District and entered into an Intergovernmental Agreement with that agency to use the land for stormwater
storage. Project involved the securing of temporary and permanent easements to construct a portion of the
48" diameter storm sewer through residential properties. Proposed drainage improvements provide a 100 -year
level of flood protection for 38 properties located throughout the study area. Construction began in Fall 2016
and was completed in July 2017.
Madison Early Childhood Center Stormwater Improvements, Elmhurst: Project Manager. CBBEL provided
a full range of engineering services for this project, including topographic survey, hydrologic and hydraulic
modeling, preliminary engineering, final engineering, bid assistance, and construction observation. Project
consisted of installation of approx. 1,500 LF of storm sewer ranging in size from 24" to 48" in diameter to
new recessed detention basin which includes a soccer field. Additionally, 800 LF of new sanitary sewer was
constructed. Project involved extensive coordination with Elmhurst Community Unit School District 205.
Custom curb overflow structures were designed to accept drainage and divert flow away from main line storm
sewers already at capacity.
Downtown Redevelopment, Lincolnshire: Project Manager for the design and permitting of a detention pond
and a compensatory storage basin, retaining wall, and streambank stabilization in Phase 1 and an access road
and parking lot for a future development in Phase 2. Additional work items included storm and sanitary sewer
lines, water main, site lighting, and mass grading.
Schaumburg Convention Center Improvements: Project Manager for the addition of new detention storage to
accommodatetheTollway's Meacham Road Interchange project.The projectincl uded new36"storm sewer, parking
lot reconstruction/reconfigu ration, lighting, watermain relocation, the expansion of3existingdetention basinsand
rV
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jsouden@cbbel.com
porous pavement to meet MWRD's new volume control requirements.
Lord Street Sewer Separation System, Elgin: Project Manager for the
construction of a storm sewer separation system. Project consisted of
separating the storm and sanitary sewers from a combined sewer system.
A 96" RCP was jacked in place under US Route 20 to a new outfall of the
storm sewer system into the Fox River. Upstream of the 200' long tunnel,
the sewer pipe consisted of 430' of 10' by 5' box culvert, 2,600' of 66'
RCP, 1700' of 60" RCPand 1,100' of 48" RCP and appurtenant structures.
In addition, all of the streets where storm sewers were installed were
reconstructed with a concrete base course and HMA pavement surface,
curb and gutter replacement, 8" and 6" DIP water main improvements
where necessary, and parkway restoration.
North/Porter Road Rehabilitation, Elgin: Project Manager responsible
for day-to-day project management and point -of -contact, including
oversight and development of design, permitting, construction
document preparation, bidding assistance and utility coordination.
This project included the replacement of existing water main with
approximately 2,200' of 8" ductile iron water main, water service,
valve vault and fire hydrant replacement, sanitary sewer repairs,
street sign upgrades, pavement patching, sidewalk, curb and gutter
and driveway removal and replacement and partial reconstruction and
resurfacing of approximately 8,000 LF of narrow, residential roadway.
CBBEUs team provided full -range civil engineering services, including
topographic survey, geotechnical investigation and sewer televising,
preliminary design development, utility coordination, IEPA water
and sewer permitting, preparation of SWPPP, assistance with public
involvement efforts, preparation of construction documents, bidding
assistance and full-time construction engineering.
Pingree Road Reconstruction, Crystal Lake: Project Manager for
federal Phase II construction bid documents for the reconstruction
and widening of Pingree Rd from Rakow Rd to US 14. Services
included topographic survey; preliminary site assessment for special
waste; stormwater management report including best management
practices; construction plans, specifications, and construction cost
estimates. This project utilized STP funding.
PARKS AND STREETSCAPE DESIGN
Unpaved Trails Repairs & Improvements, Forest Preserve District
of Cook County, Various Locations: Project Manager for more than
70 Forest Preserve District projects. The types of projects included:
Resurfacing, Resurfacing with ADA Access Improvements, Geometry
Modificationsto incorporate Green Infrastructure, Pavement Reduction
and New Construction. Phase II and Phase III Services included:
geotechnical coordination, preparing plans, specs and estimates
and obtaining all necessary permits, construction observation, shop
drawing review and project documentation.
Pine Dunes Wetland Mitigation Area, Lake County, Illinois Tollway:
QA/QC Manager. Includes approximately 220 acres of upland within
the 315 acre parcel that are currently under agricultural production or
are woodlands comprised of white oak, red oak and other hardwoods.
The project involves wetland creation, wetland enhancement, stream
restoration, forest enhancement and restoration, and restoration of
upland areas to prairie/savanna. The mitigation potential includes
about 32 acres of wetland enhancement, 58 acres of wetland
restoration, and 20 acres of upland enhancement credit, 100 acres
of woodland enhancement, 3,300' of stream restoration, for a total
of about 85 acres of wetland/waters mitigation credit. In addition to
wetland mitigation design and permitting services, CBBEL designed a
24 car parking lot, restroom, well, water fountain and nearly 3 miles of
bike path, along with a 300' long bridge and 3 boardwalks.
Hastings Lake Public Access Improvement (Phase II), Lake
Villa: Principal -in -Charge and QA/QC, responsible for supervising
the preparation of design plans, specifications and other contract
documents for improvements to the 250 acre site which included
providing 2.5 miles of asphalt path, 1.5 miles of crushed stone trail,
grading, five prefabricated boardwalk structures, 5 parking lotstotaling
140 stalls approximately 3,200' of paved internal roadway, boat
launch and retaining walls, 2 floating fishing piers with abutments,
picnic shelter site work, restroom site work and septic field, comfort
station site work, and lake overlooks. CBBEL provided land surveying,
geotechnical investigations, design, engineering, hydrologic/hydraulic
analysis, permitting and contract documents for the improvements. As
part of the access improvement at the entrance to County Hwy A-11, a
traffic study, turn bay road widening and LCDOT access permits were
engineered and received approval. Also included in the design was
700' of bituminous trail along Grass Lake Rd in LCDOT ROW, requiring
storm sewer with restrictor outlet, new curb/gutter & landscape
restoration per LCDOT standards.
Lake Nippersink, Lake County: Project Manager for design and
permitting of improvements to Lake Nippersink just north of IL Route
120 near Round Lake. LCFPD desired to create a natural and active
recreational environment including fishing, hiking and picnicking. The
major improvements included Limestone fishing nodes; 2 floating
docks/gangways; 1 mile of natural bank stabilization and creation of
an emergent shoreline planting zone with over 20,000 emergent plugs;
removal of an existing land bridge; replacement of eight 24" culverts; over
900' of rock bank stabilization for shoreline fishing areas; installation of a
precast concrete and steel carp guard on the lake's outlet pipes; and an
aeration system. CBBEL prepared concept design alternatives and cost
estimates. After the preferred alternate was selected, CBBEL prepared
construction documents as well as all necessary hydraulic modeling to
obtain the LCSMC permit for the proposed improvements.
Safety Town, Roselle: Project Manager for the preliminary design
of a children's Safety Town. The facility included a 1,200 SF brick
classroom building, working traffic signal and railroad crossing signals,
asphalt roadways, concrete sidewalks, 10 miniature brick buildings,
decorative lighting and landscaping.
Main Street Streetscape, Roselle: Project Manager for design and
construction of new downtown streetscape improvements. Scope of
work involved new stamped colored concrete, precast concrete planters
and seat walls, decorative lighting, site furniture and street resurfacing.
Parkside Park, Roselle: Project Manager/Construction Manager for the
design and construction. The project included storm sewer, stormwater
detention and park facilities for the Village and Park District. A storm sewer
system was constructed to connect a new downtown development to the
new detention facility. Park features in the dry bottom pond included a
concrete skate park, a little league baseball field and a Miracle League
field. The Miracle League field was specially designed for ADA accessibility
to allow handicapped children to play baseball. This project received the
APWA Structure Project of the Year (under $2 million).
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jsouden@cbbel.com
-27
2oic
Michael
iiir IIIIIes w'u lrce Illi,iroj ^ Ill �iiin ilii,
[ w
Water Resources Project Manager responsible for water resources engineering project analysis and design.
YEARS EXPERIENCE: 12 Duties include the following hydrologic and hydraulic engineering tasks: land use characterization, floodplain/
YEARS WITHCBBEL: 12 floodway delineation, detention and compensatory storage determination, steady and unsteady hydraulic
analyses, and design of conveyance systems. Proficient in 2D modeling of both urban and riverine drainage
EDUCATION systems using XP-SWMM and HEC -RAS.
Master of Science, 2011 Computer Skills include: HEC -HMS, HEC -1, HEC -RAS, HEC -2, HY-8, Hydraflow, TR -20, XP-SWMM, InfoSWMM,
Civil Engineering ArcGIS, MicroStation.
Southern Illinois
University, Carbondale Levee 37 Drainage Study and Improvements, Mount Prospect: Project Engineer responsible for hydrologic
Bachelor of Science, 2009 and hydraulic analysis of drainage area behind Levee 37. Developed detailed XPSWMM 2D model to analyze
Civil Engineering local flooding in the area behind Levee 37 where the Des Plaines River reduces or eliminates gravity sewer flow.
Southern Illinois Developed several alternatives to help alleviate flooding problem. Prepared drainage study report, exhibits,
University, Carbondale and presentation. The study resulted in the construction of two flood storage areas at Aspen Trails Park and
Burning Bush Trails Park with over 30 acre-feet in stormwater storage volume. Additionally, the US Army Corps
PROFESSIONAL REGISTRATION Engineers significantly upgraded the pump capacity per the recommendation in our study.
Professional Engineer, IL, Park Ridge Stormwater Master Plan: Project Engineer responsible for stormwater model ingfor a citywidestudy
062.066808, 2014 initiated to identify flood control projects throughout the City. Thirteen projects totaling over $100 million were
identified. Project included significant public coordination and multiple city council presentations.
CERTIFICATIONS Deer Park Stormwater Master Plan: Lead Engineer responsible for performing a comprehensive assessment
Certified Floodplain Manager of all drainage problems throughout the Village. The problems were prioritized based on severity and number
IAFSM, IL -13-00651 of properties. Twenty drainage improvement projects were developed at an estimated cost of $2.3 Million to be
Certified Professional in completed over a 5 year period.
Stormwater Quality Stormwater Master Plan, Merrillville, IN: Project Engineer responsible for developing a comprehensive
Envirocert International stormwater management plan for the Town. Study included a complete hydrologic and hydraulic analysis of
Designated Erosion Control storm sewer network and drainageways throughout the entire developed portions to identify existing flood
Inspector- Lake County damage areas, water quality problem areas, verify adequacy of existing hydraulic structures and pinpoint
Enforcement Officer areas of channel erosion. Existing storm sewer network and proposed drainage improvements provided flood
Lake County protection for structures and transportation infrastructure were modeled using XP-SWMM software. Master
plan included development of cost estimates for proposed drainage improvements and all-inclusive GIS
PROFESSIONAL DEVELOPMENT database. Master plan provided identification of proposed improvement projects in a prioritized manor to be
IAFSM Conference, used for reference when grant or funding opportunities become available.
2018, 2017, 2015, 2014, Village Engineer, Deer Park: In 2016, the Village hired CBBELto perform Village engineering services including
2012 undertaking investigations of minor civil, drainage, and traffic engineering matters. Responsibilities include
CE 370 Fluid Mechanics, development, permit reviews and inspections, drainage investigations and improvement recommendations,
Laboratory Instructor, preparing monthlystatus reports, and attendingstaff meetings, Village Board meetings, and Planning & Zoning
Southern Illinois University, Commission.
Carbondale, 2011 Arlington Heights Flood Study, Arlington Heights: Project Engineer responsible for conducting an overall
ENGR 351 Numerical study of seven areas that significantly flooded during a major rainfall event of 6.6" in 34 hours in July 2011.
Methods, Graduate Assistant, Completed a flood study which included XP-SWMM modeling of each area to analyze the existing drainage
Southern Illinois University, system and to determine the cause of the flooding. Cross-checked flood questionnaires from residents with
Carbondale, 2010 modeling results to offer proposed solutions with concept level cost estimates ranging from $34,000 - $6.8
million. A final report was prepared summarizing the analysis and the recommended improvements.
PUBLICATIONS
Cypress Area Stormwater Improvements, Arlington Heights: Project Engineer responsible for XP-SWMM
"Use of Unsteady Modeling
modeling of the stormwater improvement project in the area of Cypress Street. CBBEL previously completed a
to Predict Flooding by
stormwater analysis which developed the conceptual improvements, which included construction of 3,500 LF
Correlating Stream Gages:
of relief storm sewers and a new 30 ac -ft detention basin on Village -owned property. The Village expanded the
A Case Study", Burke, M;
scope of the project to include replacement of over 10,000 LF of watermain adjacent to the project area and
(Master's Thesis); 2011
the reconstruction of 3,000 LF of streets in the project area. The project included preparation of final contract
documents, bidding, and ultimately construction engineering.
PROFESSIONAL AFFILIATIONS
Stormwater Master Plan, Wheeling: Project Engineer responsible for hydrologic and hydraulic analysis of 11
ASCE, Illinois Section of
study areas. Developed two XPSWMM models for critical study areas using advanced 2D hydraulic surface
EE&WR Technical Group
modeling to analyze flooding. Provided assistance to Village in developing new stormwater utility fee. Prepared
Illinois Association for
stormwater master plan report and presentation.
Floodplain and Stormwater
Management
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I michaelburke@cbbel.com
Lincolnwood Street Storage Program: Project Engineer responsible
for the XP-SWMM modeling analysis of inlet restrictors and berms to
temporarily store runoff on street surfaces to reduce peak flows into
system. Modeling analysis completed using 2D XP-SWMM model with
"rain on grid" feature to simulate rainfall runoff.
Pheasant Hills Pond Water Quality Improvement Project, Dyer,
IN: Project Engineer responsible for preparing design plans for
multifaceted water quality improvement project including 9 floating
treatment wetlands, a native riparian shoreline, and a sediment
collection forebank. Successfully obtained necessary permits from US
Army Corps of Engineers and Indiana Department of Environmental
Management.
Villa Park Comprehensive Flood Plan: Project Engineer responsible
for analyzing flood and combined sewer issues in the Washington
Street Corridor using XPSWMM. Developed several improvement
alternatives to both reduce flooding and eliminate combined sewer
overflow to Salt Creek.
IL Route 53 Pump Station, Lombard: Project Engineer responsible for
analyzing impacts of the proposed IL 53 pump station discharging to
the East Branch of the DuPage River. Analysis included incorporating
study area XP-SWMM modeling with hydrologic and hydraulic models
of the EBDR. Developed a pump operating rule to eliminate possible
EBDR downstream impacts. Helped obtain project approval from
DuPage County.
Rear Yard Drainage - Municipal Assistance, Various Municipalities:
Water Resources Engineer responsible for assisting municipalities
with large and small public right of ways and private property
drainageproblems. Services varied from consultation with residents
to site specific survey and preparation of plans, cost estimates and
bidding assistance. Developed several "typical" solutions to chronic
rear yard drainage issues including regrading, creating rain gardens,
installing french drains and pump stations.
ComEd Station 13, Crawford: Project Engineer responsible for
proposed stormwater drainage design for new 4 -acre substation in
Chicago. Successfully obtained stormwater management permit from
City of Chicago.
Comprehensive Sewer Study, Riverside: Project Engineer responsible
for model development and preparation of final project report. Scope
included development of an Info SWMM sewer model of the Village of
Riverside's entire combined and storm sewer system.
Addison Creek Drainage Improvements, MWRDGC: Assisted with
creation and evaluation of XPSWMM model for existing sewer systems
in Melrose Park and Stone Park for purpose of developing alternatives
to reduce flooding.
Elgin -O'Hare West Bypass, IDOT. Project Engineer. Prepared HEC -
HMS hydrologic models and HY-8 hydraulic models to analyze minor
waterway crossings as part of the LDS. Developed methodology for
median ditch design in Microsoft Excel incorporating Rational Method
and Manning's Equation to design proposed median ditches along
proposed Elgin O'Hare corridor.
Chateau Woods Detention Analysis, Dyer, IN: Used XPSWMM modeling
to analyze poorly drained dry -bottom detention pond. Developed several
improvement alternatives and demonstrated the benefit of connecting
existing detention outlet pipe to a proposed pump station.
Smith Ditch Culvert Replacement Project, Crown Point, IN:
Project involved design of 3 new culvert crossings through Stillwater
Subdivision using HEC -RAS hydraulic modeling software. The previous
crossings were installed without permits. A floodway construction
permit was obtained from Indiana DNR.
1-90 Roadway Widening Project, IDOT: Project Engineer. Performed
minor waterway crossing analyses for Tyler Creek West Tributary and Tyler
Creek East Tributary culvert crossings under 1-90 near Gilberts. Tasks
included development of HEC -HMS and HEC -RAS models to analyze
existing culverts and develop proposed culvert design. Also determined
required compensatory storage and performed detention analysis.
ComEd Station 16, Waukegan: Performed multiple engineering
tasks for proposed 10 -acre ComEd substation pad. Tasks included
existing BFE determination through project site, development of
project site grading plan, and storm water conveyance and detention
design. Existing BFE determination was approved by LCSMC.
Amherst Drive Proposed Storm Sewer, Bartlett: Project involved design
of proposed 30" storm to alleviate flooding at Bartlett Rd and Amherst
Dr. Proposed sewer discharges to Country Creek in DuPage County.
Performed TR -20 and HEC -RAS analysis of Country Creek for existing and
proposed conditions to obtain stormwater management permit.
Plum Creek/Hart Ditch Early Warning System and Flood
Forecasting, Lake County Surveyors Office, Dyer, IN: Created
stream gage correlation between 2 USGS stream gages to predict
flooding as part of Master's Thesis Project at Southern Illinois
University, Carbondale. Stream gages used for correlation were
located at Burrville Rd on Plum Creek and 213th St on Hart Ditch.
Converted steady state model of Plum Creek/Hart Ditch to unsteady
state model. Calibrated model to accurately simulate maximum stage
heights at each gage for a particular storm event. Simulated 40 large
storm events using unsteady model to create correlation between
the two gages. Stream gage correlation is currently used to predict
flooding in downstream Dyer during large storm events.
O'Hare Modernization Program — Master Drainage Plan, Chicago:
Ongoingproject includes drainage master planning work to expand and
reconfigure the airfield at O'Hare International Airport. Responsibilities
included determining the layout of numerous storm sewer systems to
collect runoff potentially contaminated with aircraft deicing fluids.
Sizing of these systems was done using XP-SWMM modeling software.
Responsibilities also included the sizing of 3 large detention basins,
coordination with numerous airfield design projects, and technical
support for permitting through IDNR-OWR, DuPage County, TEPA,
MWRDGC, and FAA. Also oversaw preparation of permit submittal to
IDNR-OWR for improvements within Crystal Creek watershed.
Lower Des Plaines River Detailed Watershed Plan, MWRDGC, Cook
County: Project involved complete hydrologic and hydraulic analysis.
Collected data within the watershed for modeling purposes. Delineated
inundation areas throughout watershed to represent benefits provided
by proposed improvements recommended in the study.
Flood Reduction Assessment (25-, 50-, and 100 -year), Winnetka:
Project Engineer responsibilities included XPSWMM modeling,
exhibit and presentation preparation. Project included a Village -wide
drainage study in response to July 2011 flood. Improvements were
recommended for 3 levels of flood protection from the 25-, 50-, and
100 -year storm events.
NPDES MS4 Assistance: Assisted multiple communities in the
development and implementation of their MS4 programs. Tasks
included overall program review and assessments, Illicit Discharge
Detection and Elimination program development, preparation of
Notice of Intent (N01) and Annual Report.
29
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I michaelburke@cbbel.com 2 or c
11�B
Senliiar Water IIIIIeso rces lf�,rroject I Manager
Jeana is responsible for water resources engineering project analysis and design. Duties include performing the
following hydrologic and hydraulic enginee ring tasks: land use characterization, floodplain/floodway delineation,
YEARS EXPERIENCE: 21 detention and compensatory storage determination, steady state and unsteady state hydraulic analyses, and
YEARS WITH CBBEL: 21 design of conveyance systems. Has prepared, submitted, and obtained IDNR floodway construction permits,
EDUCATION dam safety permits, and FEMA LOMR, LOMR-Fs, and LOMA. Storm Sewerage Permits have been obtained from
MWRDGC and Stormwater Permits from DuPage County Department of Economic and Development Planning.
Bachelor of Science, 2001 Has performed reviews for the communities of Addison, Carol Stream, Huntley, Inverness, Naperville, Orland
Agricultural Engineering Park, Prospect Heights, Rolling Meadows, Shorewood, and Wheeling.
University of Illinois at
Urbana Champaign Computer modeling skills include: HEC -1, HEC -HMS, and TR -20 hydrologic models; WSP-2, HEC -2, HEC -RAS
steady state hydraulic models; Hydraflow, EPA SWMM and XP-SWMM storm sewer models; HY-8 culvert design;
PROFESSIONAL REGISTRATION FEQ and HEC -RAS unsteady models; and HEC-GeoRAS and ArcMap.
Professional Engineer, IL, Stormwater Master Plan, Algonquin: Project Manager for a village wide study initiated to identify flood control
062.061210, 2008 projects throughout the Village. CBBEL developed 18 XPSWMM hydrologic and hydraulic models for 22 Flood
Study Areas (FSA) where a detailed analysis of the storm sewers and drainage in the FSA was performed. CBBEL
CERTIFICATIONS calibrated the XPSWMM modeling for each FSA using best available information including flood reports and pictures
Certified Floodplain Manager, from residents, GIS database development for incorporation into modeling and Village atlas, significant public
IAFSM presentations, and direction for civil design of drainage improvement projects. Twenty-seven projects totaling over
$47 million were identified. Project included significant public coordination and multiple Village board presentations.
Certified Professional in
Stormwater Quality, Devlin WWTP and Seasons 4 Watershed Studies, Roselle: Project Manager. The Seasons 4 and Devlin
Envirocert International Watersheds have historically experienced street and structure flooding. CBBEL analyzed the existing conditions
drainage system within each watershed to identify any bottlenecks and to recommend proposed alternatives
PROFESSIONAL AFFILIATIONS to reduce the risk of future flooding in the identified critical areas within each watershed. The methodology
American Society of for analyzing the drainage system of the Seasons 4 and Devlin Watershed included a comprehensive review
Civil Engineers; of the storm sewer system in each watershed, development of individual hydrologic and hydraulic modeling of
Director 2020-2022 the watershed drainage systems, identification of system limitations, and development of proposed drainage
improvements. CBBEL developed three drainage improvements for each watershed to provide a minimum
Illinois Association for 10 -year level of service for the storm sewer system in each watershed (with a maximum of 6 -inches of street
Floodplain and Stormwater ponding). The alternatives were developed with various components to increase conveyance through the
Management system and to include proposed stormwater storage areas. A concept plan and engineer's estimate of probable
Environment and Water cost were prepared for each improvement alternative. The proposed improvements were analyzed with the XP -
Resources Institute (ter SWMM model to determine the reduction in peak water surface elevations in the respective watershed and to
Past Chair 2020-2021 verify that the proposed drainage projects do not adversely impact downstream areas.
Chair 2019-2020 Stormwater Master Plan, Deerfield: Project Manager. Due to localized surface flooding in numerous locations
Vice Chair 2018-2019; during moderate to heavy rain fall events, the Village of Deerfield (Village) initiated the development of a Village -
Treasurer 2017-2018; wide Stormwater Master Plan (SMP) to identify and develop proposed flood reduction projects and policies
Secretary 2016-2017 to address drainage problems within the Village. CBBEL analyzed the storm sewer system for the SMP with a
comprehensive review of the existing storm sewer system, resident input via flood questionnaire and resident
feedback, XP-SWMM hydrologic and hydraulic modeling of the existing drainage system along with verification of
the model against recent storm events, and identification of system limitations. Developed and analyzed concept
plans to reduce mitigate flooding in areas identified, along with conceptual engineer's estimate of probable cost
for each proposed drainage improvement alternative. After presentation to the Village Board in Fall -2021, a final
plan including prioritization matrixand recommendations for a potential rearyard drainage program was prepared.
O'Hare Modernization Program and Ongoing CDA Projects, Chicago: Project Engineer. OMP and ongoing
CDA project responsibilities include: prepared H&H modeling for the Willow Creek and Willow -Higgins Creek
Relocations and provided guidance and review for construction phasing of the relocation to assure compliance
with IDNR-OWR permit conditions; reviewed the Tollway models for the Touhy Avenue Reservoir; drafted multiple
sections of the revised drainage report; participated in preparation and review of the DuPage annual reports;
and provides H&H reviews and project compliance.
1-294 Industrial Park Drainage Investigation, IDOT, Franklin Park: Project Engineer responsible for preparation
of XP-SWMM hydraulic analysis of existing conveyance system from County Line Road to Silver Creek. Analyzed
and proposed several alternatives to provide a greater level of flood protection within the Industrial Park.
Technical memorandums were prepared analyzing multiple facets of the project including alternate outlets.
This Drainage Investigation is the design basis for the flood control project being implemented by the ISTHA for
the Elgin O'Hare Western Access through the Village. Project includes permitting through IDNR-OWR, MWRDGC,
and TEPA. Project required coordination with IDOT, Illinois Tollway, Village, and affected property owners.
chi]
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jgowin@cbbel.com
International Center South Dam, Minooka: Project Manager and
Water Resources Engineer for small size Class II dam inspection in
conjunction with Structural Engineer as required by IDNR-OWR Dam
Safety Permit.
Update to the Village of Lombard's Combined Sewer Study:
Senior Project Engineer for updates to the 2009 Combined Sewer
Study. Includes XP-SWMM modeling update to include completed
recommended projects from the 2009 Study and analysis to develop
and prioritize capital investment projects that will best utilize available
funding and will target known backup areas, including those reported
for the 5/14/20 rain event.
New Lenox Comprehensive Plan: Project Manager for consultation
related to the stormwater management and infrastructure elements
of the Village's Comprehensive Plan. Responsibilities included overall
analysis of stormwater management, floodplain and utilities as related
to the Village and Will County Ordinances. Also coordinated efforts for
review of relocation of Cedar Road and Prairie Road.
Streamwood Comprehensive Plan: Project Manager responsible for
coordination with Village and planner, advising on various stormwater
and floodplain aspects of the Comprehensive Plan. Responsibilities
included overall analysis of existing stormwater elements, floodplain
and floodway as related to projects along Bartlett Road and Sutton
Road. Also coordinated efforts to prepare a cost estimate related to the
construction of various trail systems.
Willow Creek Relocation, O'Hare Modernization Program, Chicago:
Project Engineer responsible for hydrologic and hydraulic modeling
of various alternatives related to relocation of Willow Creek within
the North Airfield for existing and proposed configuration of O'Hare
International Airport. Included coordination with designers and
hydraulic analysis of different phases of construction. Responsible for
preparation of IDNR-OWR floodway construction permit.
Irving Park Road Relocation Location Drainage Study, Bensenville
and Chicago: Project Engineer responsible for preparation of LDS.
Responsibilities included assembly of existing drainage plan outlining
drainage boundaries and key drainage features, design of proposed
storm sewer system, and assembly of proposed drainage plan.
Elgin O'Hare West -Bypass, IDOT. Project Engineer responsible for
HEC -RAS hydraulic modeling of Willow Creek existing and proposed
conditions through the study area. Also responsible for preparation
of IDOT Hydraulic Report and IDNR-OWR Flow Certification for Willow
Creek. This study is the design basis for the Phase II improvements
associated with the Elgin O'Hare Western Access interchange on
Thorndale Avenue and York Road.
Route 53 Pump Station and Terrace View Pond, Lombard: Project
Engineer responsible for hydrologic and hydraulic analysis of the
watershed. Used XP-SWMM sewer model to identify existing sewer
capacity and flood prone areas. Developed and evaluated alternatives
to provide additional flood storage by improving the Terrace View
Pond and provide storm sewer improvements to reduce flooding in
surrounding areas. The analysis was also used to determine a new
pump rate for the upgraded Route 53 Pump Station.
Silver Creek Culvert Replacement, Franklin Park: Project Engineer
responsible for hydrologic and hydraulic modeling of the sizing of
channel and new culvert crossings associated with removal of an
existing culvert. Included coordination with designers and hydraulic
analysis of different alternatives. Responsible for preparation of
IDNR-OWR floodway construction permit.
Lower Des Plaines River Watershed Modeling, MWRDGC: Project
Engineer. Performed hydrologic and unsteady hydraulic analysis
of Buffalo Creek watershed. Modeling results are being utilized
to map new 100 -year inundation areas and were used to propose
alternatives to reduce flooding risks discovered through consultation
with stakeholders and modeling results. Damage and cost estimates
were used to yield benefits.
Comprehensive Flood Study, Villa Park: Project Engineer responsible
for hydrologic and hydraulic analysis of Salt Creek watershed modeling
for the Village's combined and separated sewer systems. Used the
XP-SWMM sewer model to identify existing sewer capacity and flood
prone areas. Developed and evaluated alternatives to separate
existing combined sewers in addition to providing a 100 -year level of
protection in 13 identified study areas. Proposed projects incorporate
flood storage options as well as incorporation of green infrastructure.
Combined Sewer Modeling, Elmwood Park: Project Engineer
responsible for development of XP-SWMM sewer model to evaluate
the existing combined sewer. Proposed a flood reduction project to
reduce flooding within Westwood Subdivision and various other areas
within the Village. Includes separation of 250 acres of Village area
that is currently drained by combined sewers and will provide relief
to MWRDGC North Avenue interceptor. New storm sewer system will
discharge to Golf Course Tributary.
Buffalo Grove Downtown Redevelopment: Project Engineer
responsible for hydraulic analysis of the relocation of Farrington Ditch
along Buffalo Grove Golf Course. Analysis included two alignments
that met requirements of IDNR-OWR, LCSMC, MWRD and USACE.
Study included compensatory storage and detention calculations.
Willow Road Reconstruction, IDOT, Northfield: Project Engineer
responsible for the Hydraulic Reports for IDOT's Willow Road
reconstruction project located approximately from IL Route 43 to 1-94
within the Village. The improvement will include two lanes in each
direction with B-6.24 curb and gutter and various auxiliary turn lanes
where warranted. Between Three Lake Drive and Northfield Road/
Happ Road, a new enclosed drainage system will be added. Design
includes preparing the Hydraulic Report for the bridge crossing
over the Middle Fork North Branch of the Chicago River including
incorporating the Willow Road trunk sewer that outlets to the river
that is designed to accommodate future Village lateral connections.
Combined Sewer Modeling, Lombard: Project Engineer responsible
forXP-SWMM hydraulic model ingpreparation and calibration. Identified
Combined Sewer Overflows within the watershed and developed both
an interim and a future sewer separation plan. Completed analysis of
2 areas of Village's storm and combined sewer system encompassing
approx. 2,600 acres. Runoff from these areas is conveyed to various
sewer treatment facilities, until those systems reach capacity and
overflow to the East Branch DuPage River. Purpose of the project
was to determine the existing system capacities and frequencies of
combined sewer overflow events, with the goal of developing a sewer
separation plan that reduces the frequency of CSO's.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jgowin@cbbel.com
31
2orc
Separate Storm Sewer System, Flood Reduction Assessment, Wilmette: Project Engineer responsible for
development of stormwater studies including XP-SWMM modeling of Village -wide 2000 acre study area, model
calibration using measured flow data and high water marks, GIS database development for incorporation
into modeling and Village atlas, public presentations, and direction for civil design of drainage improvement
projects. Village -wide drainage improvement projects were designed to reduce the risk of future flooding in
response to April 2013 flood event that devastated the Village. Questionnaires were sent to area residents
and open houses were conducted to help evaluate specific flooding concerns. Models and questionnaires
were used to design improvements to the stormwater conveyance and storage system. Modeling included an
evaluation of the Villages 585 cfs pump station and sensitivity of fluctuating water levels on Skokie River on the
system to reduce the risk of future flooding for various design storms and level of protection. Cost estimates
were developed for each proposed improvement project.
Flood Reduction Assessment, Winnetka: Project Engineer responsibilities included development of stormwater
studies, XP-SWMM modeling, public presentations and direction for civil design of drainage improvement projects.
Project included a Village -wide drainage study in response to the September 2008 flood event that devastated the
Village. Five study areas were identified and drainage improvement projects were designed in each area to reduce
the risk of future flooding. Projects involved partnerships with Cook County, Village of Northfield, and FPDCC.
kjC
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I dbuckley@cbbel.com
David A QPSWQ
I,
IIIBuckley, I
SeIiIIDWater Ws t Irc()s �' Ir j em I
IIa wIID11�B
David is responsible for engineering studies including floodplain mapping, watershed studies, water quality
enhancement, green infrastructure design, water quality pollutant loading, BMP efficiency, soil erosion and
YEARS EXPERIENCE: 21
sediment control layout, FEMA LOMRs, Hazard Mitigation Grant Program applications, damage analysis, steady
YEARS WITH CBBEL: 21
and unsteady river hydraulic analyses, stormwater management studies, permit applications to IDNR-OWR and
IDOT, continuous hydrologic and water quality simulation, and engineering review. Previous experience at the
EDUCATION
University of Illinois at Chicago includes contaminant atmospheric deposition to the Great Lakes, elemental
Master of Science, 2003
analyses of sediment, and sediment data correlations.
Environmental Engineering
University of Illinois
Computer modeling skills include HSPF, TR -20, HEC -1, HEC -2, HEC -RAS, HEC-GEO RAS, GIS, XP-SWMM, Info
at Chicago
SWMM, and Damages.
Bachelor of Science, 2001
FLOOD STISTUDIES
Civil Engineering
University of Illinois
Stormwater Master Plan, Algonquin: Project Manager for a village wide study initiated to identify flood control
at Chicago
projects throughout the Village. CBBEL developed 18 XPSWMM hydrologic and hydraulic models for 22 Flood
Study Areas (FSA) where a detailed analysis of the storm sewers and drainage in the FSA was performed. CBBEL
calibrated the XPSWMM modelingfor each FSA using best available information includingflood reports and pictures
PROFESSIONAL REGISTRATION
from residents, GIS database development for incorporation into modeling and Village atlas, significant public
Professional Engineer, IL,
presentations, and direction for civil design of drainage improvement projects. Twenty-seven projects totaling over
062.059898, 2007
$47 million were identified. Project included significant public coordination and multiple Village board presentations.
CERTIFICATIONS
Master Plan, Libertyville: Lead Engineer for a village wide study initiated to identify flood control
Certified Floodplain Manager,
projects throughout the Village. Upon commencement of the study, A July storm event which recorded over
IAFSM
7 inches of precipitation in 12 hours prompting village -wide flooding. Lead the team for collecting additional
first-hand accounts of flooding from residents by going door to door following the historic July storm event. Lead
Certified Professional in
engineer identifying 10 Flood Study Areas (FSA) where detailed analyses were performed for each FSA where
Stormwater Quality,
each model was calibrated usingthe detailed accounts and pictures from residents. The modeling was verified
Envirocert International
based on the high-water marks observed during the July 2017 storm event. Ten projects totaling over $46
million were identified. Project included significant public coordination and multiple Village board presentations.
National Green Infrastructure
Certification Program (NGICP) ';
Stormwater Master Plan, Lincolnshire: Lead Project Engineer for a village wide study initiated to identify flood
control projects throughout the Village. Five projects totaling over $26 million were identified. Responsible for
PROFESSIONAL AFFILIATIONS
development of stormwater studies including XP-SWMM modeling of Village -wide study area, model calibration
American Society of Civil
using measured flow data and high-water marks, GIS database developmentfor incorporation into modelingand
Engineers, Illinois Section of
Village atlas, significant public presentations, and direction for civil design of drainage improvement projects.
EE&WR Technical Group
Stormwater Master Plan, Merrillville, IN: Project Engineer responsible for developing a comprehensive
Illinois Association for
stormwater management plan for the Town. Study included a complete hydrologic and hydraulic analysis of
Floodplain and Stormwater
storm sewer network and drainageways throughout the entire developed portions to identify existing flood
Management
damage areas, water quality problem areas, verify adequacy of existing hydraulic structures and pinpoint
areas of channel erosion. Existing storm sewer network and proposed drainage improvements provided flood
protection for structures and transportation infrastructure were modeled using XP-SWMM software. Master
plan included development of cost estimates for proposed drainage improvements and all-inclusive GIS
database. Master plan provided identification of proposed improvement projects in a prioritized manor to be
used for reference when grant or funding opportunities become available.
Separate Storm Sewer System, Flood Reduction Assessment, Wilmette: Project Engineer responsible for
development of stormwater studies including XP-SWMM modeling of Village -wide 2000 acre study area, model
calibration using measured flow data and high water marks, GIS database development for incorporation
into modeling and Village atlas, public presentations, and direction for civil design of drainage improvement
projects. Village -wide drainage improvement projects were designed to reduce the risk of future flooding in
response to April 2013 flood event that devastated the Village. Questionnaires were sent to area residents
and open houses were conducted to help evaluate specific flooding concerns. Models and questionnaires
were used to design improvements to the stormwater conveyance and storage system. Modeling included an
evaluation of the Villages 585 cfs pump station and sensitivity of fluctuating water levels on Skokie River on the
system to reduce the risk of future flooding for various design storms and level of protection. Cost estimates
were developed for each proposed improvement project.
Flood Reduction Assessment, Winnetka: Project Engineer responsibilities included development of stormwater
studies, XP-SWMM modeling, public presentations and direction for civil design of drainage improvement projects.
Project included a Village -wide drainage study in response to the September 2008 flood event that devastated the
Village. Five study areas were identified and drainage improvement projects were designed in each area to reduce
the risk of future flooding. Projects involved partnerships with Cook County, Village of Northfield, and FPDCC.
kjC
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I dbuckley@cbbel.com
Questionnaires were sent to area residents and used to help evaluate
specific flooding concerns. Models and questionnaires were then used
to design improvements to stormwater conveyance and storage system
to reduce the risk of future flooding. One of the larger projects included
preliminary design of an 8' diametertunnel outlettingto Lake Michigan
to provide flood relief.
Berens Monaldi Phase II Flood Control Wall, Town of Dyer, Lake
County, IN: Project Engineer responsible for hydrologic and hydraulic
unsteady and steady modeling, design of floodwall height and
alignment, coordination with Town and residents. Preparation of
permit applications from the Town and LCSO. The Town constructed
a floodwall along the Illinois/Indiana state line to protect Berens
Monaldi Subdivision from future flooding from Plum Creek/Hart Ditch.
The subdivision flooded as a result of August 2007 storm event.
Berens Monaldi Pump Station, Town of Dyer, Lake County, IN:
Developed XP-SWMM analysisthatwas used to design a pump station.
The pump station provides flood protection for the interior portions of
the subdivision, which is protected by a floodwall. A benefit cost ratio
was determined and used to obtain FEMA Pre -Disaster Mitigation
funding ($550,000) through the Indiana Department of Homeland
Security for construction of the pump station.
Taft Street Flood Reduction, Merrillville, IN: Project Engineer
responsible for development of XP-SWMM analysis, calibration of
model to September 2008 storm event, and direction for civil design
and construction of drainage improvements. Project included obtaining
grant funding ($750,000) from Indiana DOT to assist the Town in the
construction process. Project reduced local flooding for both roadway
overtopping and residential flooding in a historically flood prone area.
Tower Road Relief Storm Sewers, Winnetka: Project Engineer
responsible for design of relief storm sewers along Tower Rd in the
eastern and western portions of the Village. The relief storm sewers
outlet to Lake Michigan and CCFPD and are designed to reduce
structure flooding for the 100 -year storm event.
Park Ridge Citywide Sewer Study: Project Engineer responsible for
creation of InfoSWMM model for one of the City's two major sewer
systems and evaluation of alternatives.
Elgin Lord Street Sewer Separation: Project Engineer responsible
for existing InfoSWMM model of combined sewer system.
WETLAND/GREEN INFRASTRUCTURE 1/ VI RON MENTAL
DESIGN
Constructed Wetland Design — The Wetlands Initiative: Using the
Farmable Wetland Program under the USDA's Conservation Reserve
Program (CP -39), The Wetlands Initiative has successfully facilitated the
design and construction of a constructed wetland on a farm in north
central Illinois. Project Engineer responsible for the design, permittingand
construction of a grant funded constructed wetland for habitat creation
and excess nutrient removal from agricultural runoff. The constructed
wetland is approx. 1 acre in size draining nearly 40 acres of farm field.
The existing drain tile system was intercepted and is now directed into the
wetland. Two monitoring locations atthe inflow and outflow provide access
to measure nutrient concentrations throughout the growing seasons
and periods of dormancy. As concentrations of various constituents in
the inflow and outflow is collected, a characterization of the constructed
wetland was made to determine the efficacy of the system.
Wetland Bottom Pond Design Retrofit — Post Construction BMP,
DuPage County: Project Engineer responsible for design, permitting
and construction of a creative solution for the retrofit of a regional
detention facility to provide PCBMPs in series at the DuPage Business
Park (formally known as DuPage County Technology Park). Project
included installation of a wetland bottom channel within an existing
detention facility for purposes of treating hydrocarbon, total suspended
solids and other constituents of concern related to requirements in the
DuPage County Countywide Stormwater and Floodplain Ordinance. The
design modification to the regional detention facility ensures that future
development with in the 175 acre tributary area meets the intent of the
Ordinance for water quality.
Pine Dunes Wetland Mitigation Area, Lake County: Project Engineer
responsible for detailed hydrologic and hydraulic analysis of approx.
900 acres of tributary area where runoff flows through a series of
cascading depressional areas and numerous riverine channels using
HEC -HMS and HEC -RAS. Detailed analysis was completed to restore
existing hydrology by removing existing drain tile network combined
with construction of small berms to allow additional ponding within
the existing depressional areas on-site for the purpose of creating
wetlands. Proposed improvements also included restoration of riverine
channel. Responsibilities included existing and proposed base flood
elevation determination, hydroperiod analysis, hydraulic modeling in
support of streambank stabilization and pool riffle structure design as
well as agency permitting.
West Branch DuPage River Forest Preserve Wetland Mitigation
Area, DuPage County: Project Engineer responsible for detailed
hydrologic and hydraulic analysis of existing and proposed conditions
in support of a comprehensive restoration project to remove field
tiles, modify surface drainage patterns and establish +90 acres of
wetland in the preserve. Project also included hydraulic modeling in
support of restoring approx. 9,000' of shoreline and installing riffles
on West Branch DuPage River. Detailed analysis included proposed
hydrologic modeling to determine if the peak flow rates from offsite
areas could be conveyed through on-site depressions and hydraulic
structures without causing upstream impacts. Hydraulic analysis
included steady and unsteady state modeling of proposed conditions
in support of streambank stabilization and pool riffle structure design
as well as DuPage County and IDNR permitting.
Metropolitan Planning Council — Watershed Based Plan: Project
Engineer responsible for the development of Watershed Based Plan
to address the IEPA nine minimum elements required for the Section
319 grant for the Lower Des Plaines River, Little Calumet River, Cal -
Sag Channel and Poplar Creek. Project including identification of
existing pollutants within the watershed and perform an overall
assessment of the critical areas. With a goal of improving water
quality within the urban watershed, site-specific BMPs, including rain
gardens, bioswales and permeable pavement, were recommended.
The plans include the cost of implementation, efficiency, prioritization,
funding opportunities and plan implementation milestones.
Kristo Lane & Basswood Road Drainage Improvement, Orland Park,
IL: As part of a flood reduction study for a residential area in the
Village of Orland Park, Project Engineer responsible for development
of a naturalized drainage plan to convey additional stormwater to an
existing detention pond in the area through increased conveyance
to reduce the risk of structure flooding in upstream areas. A
portion of the proposed improvements included the construction
of a larger storm sewer outletting to an existing detention pond. To
address both energy dissipation and water enhancement concerns,
the new outfall consisted of an energy dissipation pool, in-line rill
structure, streambank stabilization and naturalized planting. The
naturalization plan included the revitilizaton and enhancement of
the existing conservation area. The conservation area is integrated
into the surrounding residential area and serves as water quality and
stormwater management facility while providing habitat.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I dbuckley@cbbel.com
33
2orc
Andirea I ' iz , RE, ORM
' ei*u iiaWater IIIIIesoixirce 11�B
Andrea is responsible for water resources engineering project analysis and design, in addition to securing
YEARS EXPERIENCE: 9 project permits. Responsibilities include performing hydrologic and hydraulic engineering tasks, such as: land
YEARS WITHCBBEL: 9 use characterization, floodplain/floodway delineation, detention and compensatory storage determination,
EDUCATION steady and unsteady state hydraulic analysis, and design of conveyance systems. Performed reviews for the
Town of Dyer, IN and the Lake County, IN Drainage Board in addition to performing reviews for numerous
Master of Science, 2014 municipalities spanning several northeastern Illinois counties. Involved in the editing process of the MWRDGC
Engineering Watershed Management Ordinance (WMO) and Technical Guidance Manual (TGM).
Purdue University
Software Experience: EPA SWMM, XP-SWMM, HY-8, Hydraflow Storm Sewers, Hydraulic Toolbox, TR -20, HEC -
Bachelor of Science, 2013 RAS, HEC -HMS, HEC -2, ArcGIS, Autodesk Inventor Pro, AutoCAD, Google SketchUp, eQUEST 3-64, Microsoft
Civil and Environmental Office and Microsoft Publisher.
Engineering
University of Illinois at Stormwater Master Plan for Executive Plaza Drainage Area, Willowbrook: Water Resources Engineer
Urbana -Champaign responsible for data compilation, XP-SWMM hydrologic and hydraulic modeling, and analysis of alternative
solutions for the Executive Plaza area in Willowbrook. The project involved collecting and organizing several
PROFESSIONAL REGISTRATION decades of information to build a comprehensive model of the 200 -acre tributary area to Executive Plaza,
Professional Engineer, IL, which experiences significant street flooding during heavy rain events. Proposed alternatives were developed to
062.0sional Engineer,
alleviate flooding in the Executive Plaza area, and the study information and results were compiled into a draft
Stormwater Master Plan for use by the Village of Willowbrook.
CERTIFICATIONS 135th Street Widening, WCDOT. Water Resources Engineer responsible for performing HEC -HMS hydrologic
Certified Floodplain Manager, analysis and HEC -RAS hydraulic analysis. Performed inlet capacity and sewer system calculations for proposed
IAFSM improvements to the corridor. Wrote report detailing proposed project improvements and calculations, including
creating exhibits.
PUBLICATIONS Lincolnshire Downtown Development FEMA Floodway Violation: Water Resources Engineer responsible
Meier, A.R., A. Pizzo, M. for performing HEC -RAS hydraulic analysis to demonstrate that floodway violation has no significant adverse
Malloy, J.K. Riegel, and J.B. impact on the flow of Indian Creek. Compiled FEMA application and obtained LOMR-F for the project site,
Dunning, Jr. 2015. "Breeding resolving the floodway violation.
Birds and Forest Management
in the Hardwood Ecosystem Stormwater and Floodplain Reviews for Various Municipalities: Water Resources Engineer responsible
Experiment and the Central for performing stormwater and floodplain reviews as well as field visits for various municipalities to ensure
Hardwoods Region." Purdue that proposed projects meet local and county -wide stormwater and floodplain regulations. Reviews include
Extension FNR 501 W. Purdue municipalities such as Bartlett, Cary, Crystal Lake, Hawthorn Woods, Huntley, and Vernon Hills, as well as
University. https://extension. several towns in Lake County, IN.
purdue.edu/extmedia/FNR/ Cub Terminal Hydrologic and Hydraulic Studies, Forest View and McCook: Water Resources Engineer
FNR-501-W.pdf responsible for performing TR -20 hydrologic and HEC -RAS hydraulic analyses for Cub Terminal sites to determine
required detention and volume control for the sites, as well as to size site storm sewers for future projects.
PROFESSIONAL AFFILIATIONS Compiled permit applications to IDNR and MWRD for McCook site. Coordinated with permitting agencies to
American Society of obtain IDNR and MWRD permits.
Civil Engineers Sewer Separation Evaluation Study, Forest Park: Water Resources Engineer responsible for creating and
analyzing 2D XP-SWMM models from ArcGIS data inputs. Study included creation of SWMM models to simulate
the existing flooding conditions in the Village, analysis of several proposed alternatives for flood mitigation,
and creation of exhibits to depict existing conditions and proposed alternatives. Also responsible for updating
modeling analysis as proposed improvements for south area transition into phased final engineering design.
Hammel Creek Hydrologic and Hydraulic Modeling Updates, Shorewood: Water Resources Engineer
responsible for performing HEC -HMS hydrologic and HEC -RAS hydraulic analyses and creating a report, exhibits,
and spreadsheets, as well as filling out all appropriate MT -2 forms for LOMR submission. Project included
modeling updates and analyses of Hammel Creek and Unnamed Tributary to Hammel Creek upstream of the
Robin Hill Drive split flow along Hammel Creek and then submitting a LOMR request.
Illiana Corridor Study, I DOT. Water Resources Engineer responsible for performing hydraulic analyses for several
water crossings to verify that they meet design standards; and then compiling the hydraulic reports for these
water crossings. The Illiana Corridor Study consists of a new 4 -lane IDOT roadway proposed to alleviate traffic on
various inner-city Chicagoland highways. The Illiana Expressway is proposed to connect IL -55 near Wilmington, IL
due east to IL -57 near Peotone, and continue due east until its terminus at 1-65 near Crown Point, IN.
Professional Engineering Services, Orland Park: Water Resources Engineer responsible for performing
drainage investigations for multiple properties, including performing hydrologic analyses for these properties,
creating exhibits depicting existing conditions, and writing memorandums to communicate existing conditions
and potential solutions for each property to the Village.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd„ Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I apizzo@cbbel.com
34
O'Hare International Airport, Chicago: Water Resources Engineer
responsible for obtaining and maintaining environmental permit and
regulatory compliance for airport projects; including coordinating with
agencies such as the MWRDGC and IDNR and performing internal
reviews for proposed projects. Also responsible for performing
hydrologic and hydraulic modeling in various programs (TR -20, HEC -1,
XP -SWM M, etc.) to analyze existing and future conditions forthe airport
property. Responsible for updating various OMP status reports—
including for DuPage County and the Chicago Department of Water
Management—and assisting in the compilation of a comprehensive,
airport -wide surface waters report.
Plum Creek -Hart Ditch Early Warning System and Flood Forecasting,
Town of Dyer, Lake, IN: Water Resources Engineer responsible for
observing and documenting gage readings from a system of 4 USGS
gages. Project included the development of flood forecasting through
correlations of observed USGS gage data throughout the Plum Creek /
Hart Ditch Watershed. Hydrologic and hydraulic modeling were utilized
to predict flood heights and coordination with the National Weather
Service and USGS. Utilizing measured precipitation data and NWS
precipitation forecast data, a prediction of water surface elevation
in downstream Dyer could be made using calibrated hydrologic
and hydraulic models for the watershed. The information is used by
downstream officials to activate an emergency management plan.
US 6 at IL 50 over Midlothian Creek, IDOT. Water Resources Engineer
responsible for performing hydraulic analyses at particular water
crossings and responsible for updating hydraulic report. Project started
as a US 6 bridge replacement that would also replace upstream 6'
diameter pipe to reduce upstream flooding, in addition to adding 3 pipes
to the IL 50 (Cicero Ave) crossing to further reduce tailwater. Proposed
intersection is to accommodate a SB right turn lane on IL 50 so that both
US 6 structure and IL 50 structure need to be extended, leaving a small
gap between the two structures. Preferred alternative is to replace both
US 6 structure and IL 50 structure. Proposed structure is a 24' span
three -sided structure that will extend from the upstream end of existing
6' diameter culvert south of US 6 to the east side of IL 50.
Burdick Street Drainage Investigation, Libertyville: Water Resources
Engineer responsible for performing hydrologic and hydraulic modeling,
creating and analyzing alternative solutions, and creating exhibits
depicting existing versus proposed conditions. The project involves
performing a drainage investigation of the storm sewer system draining
Burdick St to determine if short term improvements can be constructed
concurrently with the other utility work. In addition, the investigation shall
determine what long-term improvements would be required to provide a
reduction in the depth and frequency of street flooding in the area.
Technical Guidance Manual for the WMO, MWRDGC: Water
Resources Engineer responsible for editing the WMO and TGM,
including text, figures, tables, details, and etc. Also responsible for
creating and updating educational pamphlets pertaining to the WMO.
CBBEL is the prime consultant for engineering services in support of
the MWRD's new WMO Implementation. CBBEL developed a TGM to
be used as a technical reference for the stormwater management
regulations contained in the WMO and worked with the City of Chicago,
the Metropolitan Planning Council, and other stakeholders to develop
guidance for the design of green infrastructure.
Commonwealth Edison (ComEd), Various Projects: Water
Resources Engineer responsible for project analysis and design
of numerous ComEd projects across the State of Illinois; including
designing detention basins and conveyance systems for substations.
Responsible for securing various environmental and site development
permits for substations, transmission line work, and overhead/
underground utility work. Also involved in performing reviews for
stormwater impacts and regulatory compliance for projects adjacent
to or leasing ComEd property. Additionally, serves as a representative
of CBBEL at ComEd monthly safety meetings.
MS4 Compliance Activities for Various Municipalities: Water
Resources Engineer responsible for performing field outfall
evaluations and compiling Notices of Intent (NOls), Annual Facility
Inspection reports, Stormwater Management Program Plans (SMPPs),
and Illicit Discharge Detection and Elimination (IDDE) reports to
demonstrate compliance with the Environmental Protection Agency's
(EPA's) Municipal Separate Storm Sewer (MS4) Program across
several counties and for numerous municipalities; including—but not
limited to—Buffalo Grove, Cary, Crystal Lake, Deer Park, Elmwood
Park, Highwood, Huntley, Libertyville, Lockport, Maine Township,
Orland Park, and Westchester.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I apizzo@cbbel.com
35
2orc
Joseph WREilk,
uu
°Water IIesoixlrces[B
Water Resources Engineer responsible for water resources engineering project analysis and design. Duties
YEARS EXPERIENCE: 5 include performingthe following hydrologic and hydraulic engineering tasks: land use characterization, floodplain/
YEARS WITH CBBEL: 5 floodway delineation, detention and compensatory storage determination, and design of conveyance systems.
Software Skills: HEC-HMS,HEC-RAS,ArcGIS,XP-SWM M,Hydraflow,AutoCAD Civil 3D, Microsoft Word, Excel,Powerpoint.
EDUCATION
Bachelor of Science, 2018 Roselle Central Meacham Creek Drainage Study: Project Engineer responsible for creating an existing and
Civil Engineering proposed conditions XP-SWMM model for the Central Meacham Creek drainage area within the Village. The
Purdue University study area, approximately 780 -acres, of which dozens are regulatory floodplain and wetland areas, is subjected
to urbanized flooding due to inadequate conveyance through the storm sewer system. Duties included analyzing
PROFESSIONAL REGISTRATION multiples alternatives and providing recommendations for flood reduction projects. A comprehensive drainage
Professional Engineer, IL, analysis report was created and presented for review to Village staff.
062.074208, 2022 Streambank Stabilization Projects, Lake County, IN: Project Engineer for multiple streambank stabilization
projects in Lake County, IN. Severe erosion from fast moving flood waters has damaged many of the waterways
PROFESSIONAL DEVELOPMENT in Northwest Indiana and put infrastructure at -risk. Duties included site visits, consideration from public input,
HEC -RAS Training Seminar, design, permitting, and construction observation. The total construction cost of these projects has totaled
2D XP-SWMM, IDOT nearly $5 million dollars.
Hart Ditch 2 -Stage, Dyer, IN: Project Engineer for the design and permitting of a large 2 -stage ditch creation
PROFESSIONAL AFFILIATIONS in the Town of Dyer, IN. The project includes excavating more than 20,000 cubic yards of soil to create an on -
American Society of line flood storage 2 -stage ditch configuration along Hart Ditch. The project is in the downtown area of Dyer and
Civil Engineers adjacent to a hospital which has experienced overbank flooding in recentyears. This project will eliminate and/
or reduce the hospital and nearby homes from the risk of floodwaters.
Environment and Water
Resources Institute (EWRI) Stormwater Study, Chicago Heights: Project Engineer for the stormwater study of the City's portion of a
300 -acre drainage area. Utilized XPSWWM to create an existing conditions hydrologic and hydraulic model to
determine the existing level of protection of the stormwater infrastructure. Duties included site visits, creation
of multiple proposed alternatives to address flooding concerns, and cost estimates.
NIPSCO Substation Builds, Lake County, IN: Project Engineer responsible for the stormwater drainage of
multiple new substations for NIPSCO. Duties included conceptual stormwater management analysis, design of
stormwater management ponds, and preparation of stormwater management permit submittals. Coordination
with the client has been key on these projects as there are many moving factors for electrical substations.
Drainage Study, Shorewood: Project Engineer for the stormwater study of a 100 -acre drainage area. Utilized
XPSWWM to create an existing conditions hydrologic and hydraulic model to determine the existing level of
protection of the stormwater infrastructure. Duties included site visits, creation of multiple proposed alternatives
to address flooding concerns, and cost estimates.
Southeast Stormwater Study, Western Springs: Project Engineer for the stormwater flood study of the
Village's portion of a 53 -acre drainage area located in the southeast area of the Village of Western Springs
and Unincorporated Cook County. Analysis includes data collection and review of previous studies; creation
and analysis of resident flood questionnaires; topographic survey; and existing condition hydrologic and
hydraulic analysis utilizing XP-SWMM. Alternative analysis and findings and preferred recommendations will be
summarized in a study report and presented to the Village Board.
Cook County WMO Permitting, CH105 Hoffman Estates Property: Project Engineer for conceptual stormwater
management analysis, design of stormwater management ponds, and preparation of Cook County Watershed
Management Ordinance (WMO) Stormwater Management permit application for Hoffman Estates Property
development in coordination with Environmental staff. WMO Permit Application package will be prepared for
submittal to Village of Hoffman Estates and MWRD; along with any responses to comments. Coordination will
be required with client, Village and MWRD throughout the course of the project.
Rawls Road Flood Problem Area, Des Plaines: Project Engineer responsible for creating an existing hydrologic
and hydraulic model using XP-SWMM. A proposed underground stormwater detention vault was modeled to
alleviate flooding in the area. CBBEL provided engineering services to evaluate the drainage pattern and flood
problem area identified along Rawls Road.
Drainage Study (South of 213th Street), Dyer, IN: Project Engineer responsible for hydrologic and hydraulic
modeling. Created an XP-SWMM model to determine existing level of protection and determine critical areas
within the study limits. CBBEL will determine any potential flood problems and analyze possible joint flood
improvements that benefit the area to provide up to the 100 -year level of protection.
0.1
Christopher B. Burke Engineering, Ltd.. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jwilk@cbbel.com
Oak Brook Sports Core Drainage Study: Project Engineer responsible
for stormwater detention sizing using a WinTR-20 model. By creating
a hydraflow model, designed a storm sewer network for proposed
renovations to the site. CBBEL provided engineeringservices to perform
a drainage study and identify stormwater management requirements
for renovations and development.
Charles Brown Park Detention Basin Restoration & Enhancement,
Libertyville: Project Engineer responsible for creating exhibits
and assembling the Lake County Watershed Development Permit
Application and report. Project consists of enlarging and restoring an
existing detention basin. The pump station outlet configuration is to
be retrofitted with upsized storm sewers and a gravity outlet for larger
storm events.
Woods Creek Streambank Stabilization & Restoration, Algonquin:
Project Engineer responsible for creating and submitting a request for a
floodway construction permit. CBBEL provided engineering services by
creating a HEC -RAS model for existing and proposed conditions, and was
able to show that no upstream or downstream impacts resulted.
O'Hare Modernization Project, BPC Airport Partners, Cook & DuPage
Counties: Project Engineer responsible for going through As -Built
and Issued for Construction Plans in order to compile a GIS database
of the storm sewers present at O'Hare Airports south airfield. Upon
compiling this database, the XP-SWMM model for the south airfield
was updated to reflect current stormwater infrastructure. Also worked
on stormwater calcs for the Terminal Expansion and Western Access
Land Reserve Area.
Mississippi Street Widening, Merrillville, IN: Project Engineer
responsible for creating an existing and proposed conditions XP-
SWMM model for the raising and widening of a roadway with upsized
culverts and new culvert locations. The proposed culverts under the
roadway may have negative impacts on the downstream farm field.
CBBEL is also working with the owner of the property and a law firm to
give deposition on the matter.
Rock Island Metra Station, New Lenox: Project Engineer responsible
for calculating the amount of compensatory storage needed under
the proposed conditions. Assembled stormwater report needed for
a permit. CBBEL is tasked with designing a new train station and
determining the stormwater requirements.
2018 NPDES Compliance -Outfall Inspection, Deer Park: Project
Engineer responsible for inspecting outfalls in the Village to ensure they
maintain compliance with NPDES Phase II requirements. Assembled
parts of the Illicit Discharge Detection and Elimination (IDDE) Program
report. CBBEL developed and provided engineering services for the
Village of Deer Park to maintain compliance with NPDES Phase II
requirements.
Broadway Street Reconstruction, Coal City: Project Engineer
responsible for delineating subbasins on Broadway Street to
appropriately size the storm sewers. Created a Hydraflow model to
determine if the proposed storm sewers would adequately convey
multiple storm events. CBBEL is designing a reconstruction of
Broadway Street and addressing flooding concerns.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jwilk@cbbel.com
37
2otc
YEARS EXPERIENCE: 21
YEARS WITH CBBEL: 21
EDUCATION
Bachelor of Science, 2002
Civil Engineering
University of Illinois at
Urbana -Champaign
PROFESSIONAL REGISTRATION
Professional Engineer, IL,
062.059552, 2006
CERTIFICATIONS
Documentation of Contract
Quantities, IDOT, 21-18290
Material Management of
Job Sites, IDOT
PROFESSIONAL DEVELOPMENT
IDOT ,C/OA Courses:
Mixture Aggregate Technician
Course
Bituminous Concrete Level 1
Technician Course
Bituminous Concrete Level 2
Technician Course
Portland Cement Concrete
Level 1
Troxler Nuclear Gauge Safety
Training Class
STTP-S11 Hot Mix Asphalt
Field Inspection
STTP-S33 Soils Field Testing
and Inspection
TT - ADA/PROWAG
Vte li°°''iiressiii �iiint, sliistaiint IIII'' Illpaii°° iiii�i�iiin Illl',�II �� ��
m � m m
Civil Engineer with over 20 years of construction engineering experience related to highway construction and utility
installations. Responsibilities include construction observation, project reports, documentation of quantities,
review of contractor pay estimates, coordination of materials testing and inspection, site surveys and interaction
with the contractor and client. Observed activities include roadway, water main, sanitary sewer, storm sewer,
streambank stabilization, and retaining wall construction. Civil design experience consists of resurfacing and
reconstruction projects which have included water main, storm sewer, sanitarysewer, and combined sewer design.
CONSTRUCTION
FAU Route 3533 (Franklin Avenue Reconstruction) [IDOT Contract #611-1141, Franklin Park: Resident Engineer
for the $22 Million reconstruction and widening of Franklin Avenue from a 2 lane roadwayto a new 5 lane composite
pavement section from 2022 thru 2024. The projectscope included staged construction, installation of a new closed
sewer system, precast box culvert along north side of the Franklin Avenue, sheet piling, temporary and permanent
erosion control, water main installation, traffic signal modernization with three new signalized intersections, new
roadway lighting, signing, pavement markings and landscaping improvements. The work required coordination with
ComEd to relocate multiple poles and overhead/underground lines, coordination with Canadian Pacific to replace
two railroad at grade crossings, and coordination with the Illinois Tollway on adjacent contracts. The project was
funded using National Highway Freight Program and Local Funds. The contract was administered by IDOT using
CMMS. CBBEL coordinated inspection services with multiple subconsultants throughout the project.
Neighborhood Storage Project - Phase 3, Wilmette: Project Manager responsible for the successful delivery
of construction engineering services related to the installation of a 13.9 AC -FT StormTrap Doubletrap Vault (with
approximately 47,500 cubic yards of excavation) at Thornwood Park and installation of various utilities and roadway
improvements to reduce flooding. The utility improvements included approximately 7,500 linear feet of box culvert
and storm sewer (12" to 60" diameter), 2,400 linear feet of 10" sanitary sewer installation, 1,750 linear feet of 6"
and 8" water main, and landscaping restoration. Upon completion of the underground utilities, the neighborhood
roadways were restored with new PCC curb, sidewalk, and driveways before HMA pavement reconstruction or
resurfacing with patching was completed. The engineering team coordinated with various stakeholders throughout
the project, including the Wilmette Park District and School District 39.
FAU Route 3533 (Franklin Avenue Advanced Contract) [IDOT Contract #61G76], Franklin Park: Resident Engineer
responsible for the construction engineering and observation of the removal and reconstruction of the Silver Creek
Box Culvert; two 12x7 box culverts were placed using precast and cast -in-place methods. Additional work under
this contract included roadway reconstruction with HMA pavement, guardrail removal and installation, storm sewer,
and a concrete retaining wall (using helical soil nails) under the 1-294 Bridge over Franklin Avenue. Final completion
included pavement markings and landscaping restoration. This project was funded using National Highway Freight
Program and Local Funds. The contract was administered by IDOT using CMMS and we utilized HeadLight inspection
software to document daily site observations.
Neighborhood Storage Project - Phase 2, Wilmette: Project Manager responsible for the successful delivery of
construction engineering services related to the installation of a 10 acre-feet Doubletrap StormTrap underground
storage basin with a Pump Station with back-up generator at Hibbard Park. Additional work required to deliver
this stormwater storage project included storm sewer ranging in size from 12" diameter to 60" diameter (PVC, DIP
and RCP pipes), 19"x30" elliptical RCP storm sewer, installation of 8" water main, installation of 8" sanitary main,
and various types of drainage structures required to complete the work. The roadways were restored primarily
by resurfacing of existing pavement with spot curb removal and replacement. Hill Street required multiple utility
replacements and required pavement reconstruction with full curb and gutter removal and replacement. Additional
improvements on this project included sidewalk removal and replacement, park amenities, green infrastructure,
pedestrian signal upgrades, and ADA upgrades.
Neighborhood Storage Project - Phase 1, Wilmette: Project Manager responsible for the successful delivery of
construction engineering services related to the installation of a 20.2 acre-foot StormTrap stormwater storage and
detention facility and additional storm sewer ranging in size from 12" diameter to 60" diameter, and 3'x7' and 5'-
6' RCP rectangular box storm sewer. Upon completion of the underground utilities, the neighborhood roadways
were restored with new PCC curb, sidewalk, and driveways before HMA pavement resurfacing was completed. The
proximity of the project to Highcrest Middle School and within Park District property led to a heightened need for
communication and coordination with the various stakeholders. Enhanced community outreach included the use of
Constant Contact, a project website, and EarthCam streaming video.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Road, Suite 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I kwilson@cbbel.com
North Shore Avenue Sewer Separation, Lincolnwood: Resident
Engineer responsible for the construction engineering and
observation of storm sewer installation ranging in size from 12" to
60"; the purpose was to install a large diameter storm sewer system
in a combined sewer area to reduce flooding and resident sewer
backups. The project included a 60" storm sewer outfall to North
Shore Channel; 256 feet of 60" storm sewer jacked in place under
McCormick Boulevard; HMA pavement removal and replacement; and
removal and replacement of PCC curb, sidewalk, and driveways. The
project was funded by an MWRD grant and local funds.
Transmission Main Project, Lincolnwood: Engineering Manager and
Resident Engineer (2019) responsible for the construction engineering
and observation of the installation of approximately 14,000 lineal feet
of 20" ductile iron water main, 4,000 lineal feet of 8" water main, and
387 lineal feet of horizontal directional drilling of 24" HDPE water main.
The purpose of the project was to connect to a new water source in the
City of Evanston and discontinue purchasing water from City of Chicago.
Additional improvements to complete the project included storm sewer
repairs; cured -in-place pipe liner; pavement patching and resurfacing;
miscellaneous curb, sidewalk, and driveway repairs; landscaping; and
mechanical improvements at the Village reservoir. Coordination was
required with the City of Evanston, Village of Skokie, CTA, MWRD, and
other various stakeholders.
Sherman Avenue Improvements, Evanston: Resident Engineer for
Sherman Ave Improvements from Church Stto Davis St Thisstreetscape
project included ductile iron water main replacement, replacement
of brick paver sidewalk with concrete sidewalks and brick ribbon, curb
replacement, roadway resurfacing, roadway and decorative lighting
replacements in Downtown Evanston. Responsibilities included
construction observation, material inspection, public relations with
business owners and residents, and contract documentation.
FAU Route 2853 (Chicago Avenue/Sheridan Road) [IDOT Contract
#61D36), Evanston: Resident Engineer for construction of Chicago
Ave through downtown Evanston and Sheridan Rd through the
Northwestern University Campus to the Wilmette Village limit. Net
length of improvements was 1.87 miles; Chicago Ave included HMA
resurfacing, Sheridan Rd included 3 to 4 lanes of PCC reconstruction
with new protected bike lanes. New items related to protected bike
lane included bicycle traffic signals and radar detection. Additional
work included new traffic signals, ADA improvements, water main
replacement, and landscaping. Project was on an accelerated
schedule in order to accommodate Northwestern University school
calendar and was funded with Federal, ITEP, and Local funds.
Twin Lakes Subdivision Sidewalk Improvements, Villa Park:
Resident Engineer for construction of a new sidewalk in a subdivision
with an existing rural ditch typical section. Sidewalk construction
included approx. 74,000 SF of new PCC Sidewalk with ADA accessible
crossings. Additional improvements included installation of pipe
culverts, driveway replacements, and ditch regradingto accommodate
new drainage patterns. A retaining wall was installed adjacent to the
sidewalk in front of Target due to ROW space restrictions. Project was
funded with Federal and Local Funds.
2016 Road Program, Wilmette: Resident Engineer responsible
for construction engineering and observation for resurfacing or
rehabilitation of 5,050 LF of roadways throughout the Village. Roadway
construction included approx. 14,000 SY of HMA partial depth
resurfacing, and approx. 1,300 SY of brick pavement reusing existing
brick pavers. Additional improvements included reconstruction of
sidewalks, curb and gutter, and additional drainage improvements as
necessary. Project was funded with MFT and Local Funds.
FAP Route 326 (IL 47), IDOT, Yorkville: Providing Phase III assistance
to IDOT Resident Engineer and Inspectors from 2012-2015. Serving
as Assistant Resident Engineer responsible for construction
documentation and observation; managed CBBEL and subconsultant
staff that assisted with documentation and observation. Project
included 5.04 km of pavement reconstruction, lane additions, storm
sewer, traffic signals, and other work along IL Route 47 from just north
of IL Route 71 continuing northerly to just north of US Route 34.
ADA Ramp Program, CDOT. Resident Engineer responsible for
construction engineering and observation of replacement of previously
constructed ADA ramp locations not meeting CDOT ADA requirements.
Far South Area included 12 ramp locations and South Area included 40
locations. CDOT QC/QA requirements for ADA ramp replacements were
followed. Engineering responsibilities included submittal review, daily
observation, measurement of quantities, pay estimates, coordination of
material inspection, and documentation on CDOT's online web system.
Book Road LAPP Resurfacing, Naperville: Resident Engineer
responsible for construction engineering and observation for
resurfacing of Book Rd from 11111 St to 8711 St Roadway construction
included 3.07 miles of partial -depth asphalt pavement. Resurfacing
required approx. 2,700 tons of Polymer HMA N50 Leveling Binder and
6,300 tons of Polymer HMA N90 Surface Course "F" Mix. Additional
roadway improvements included curb and gutter spot repairs, utility
structure adjustments, and thermoplastic pavement markings.
Sidewalk improvements were completed where necessary, including
new sidewalk ramps meeting ADA standards at all roadway crossings
within the project limits.
Road and Relief Sewer Project, Wilmette: Project Engineer and
Resident Engineer responsible for construction engineering and
observation including: verifying that contractor was in conformance
with plans and specifications, preparing pay estimates and change
orders. Project consisted of partial depth resurfacing of over 1.1 total
miles of various residential roadway improvements. Utility construction
included 600' of 18" sanitary sewer removal and replacement, 396' of
18" Relief Sewer, 768' of 24" Relief Sewer, 984' of 42" Relief Sewer, 14
Relief Sewer manholes and a 10' diameter junction chamber. Project
was funded using MFT and Local Funds.
Conway Park Sidewalk Improvements, Conway Park Owners
Association, Lake Forest: Resident Engineer responsible for construction
engineering and observation including: verifying that contractor was in
conformance with plans and specifications, preparing pay estimates and
change orders. Project consisted of constructing a 36,000 SF sidewalk
to provide a continuous walking path throughout the Conway Park office
park corridor. Additional improvements included removing and replacing
curb and gutter, improving handicap accessibility, pavement markings,
and landscaping regarding and restoration.
Glenview Road Resurfacing, Wilmette: Resident Engineer responsible
for construction engineering and observation including: verifying that
contractor was in conformance with plans and specifications, preparing
pay estimates and change orders. Project consisted of resurfacing
over 0.5 miles asphalt pavement. Additional improvements included
curb and gutter spot repairs, sidewalk replacement, and PCC Driveway
replacement. Detector loop replacement was coordinated with CCHD.
Project was funded using ERP funds.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Road, Suite 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel..com I kwilson@cbbel.com
39
2orc
Johin
RE
I iI
Bf����'ilroj ^ Ill ali dill,
[w
Project Manager in the Civil Engineering Design Department assisting Project Engineers and Project Managers
YEARS EXPERIENCE: 10 on various design projects, including storm water management systems, roadway construction, utility
YEARS WITH CBBEL: 10 replacement and rehabilitation, water mains, and sanitary sewer systems. Familiar with IDOT Standards and
Specifications, John's responsibilities include preparation of construction plans and specifications, construction
EDUCATION cost estimates, and bid tabulations.
Bachelor of Science, 2012 Software Experience: Microsoft Office Programs (Word, Excel, and PowerPoint), AutoCAD and MicroStation
Civil Engineering
Purdue University
STORMWATER MANAGEMENT
PROFESSIONAL REGISTRATION Libertyville Stormwater Master Plan: Project Engineer responsible for assisting in development of the
comprehensive stormwater management plan for the Village. The Master Plan included development of cost
Professional Engineer, IL, estimates for proposed drainage improvements and provided identification of proposed improvement projects
062.070592, 2018 in a prioritized manor to be used for reference when grant or funding opportunities become available. Several
Professional Engineer, IN, long-term capital improvement projects were identified and included increasing storm sewer sizes, adding relief
12300222, 2023 storm sewers and incorporating stormwater storage to reduce flooding from a range of design storm below the
street elevation, ranging in cost from $44 to $75 Million. The cost estimating also included detailed quantity
CERTIFICATIONScalculation spreadsheets, concept design optimization and constructability/feasibility review, preliminary utility
Documentation of Contract coordination and conflict analysis, and assisting with public outreach and coordination with the Village. Upon
Quantities, IDOT, 19-15836 review of the Stormwater Master Plan, CBBEL was chosen to take the concept plans through Phase 2 Design
and construction, leading to two successfully completed construction projects.
PACP, MACP, LACP
National Association of Lincolnshire Stormwater Master Plan: Project Engineer responsible for developing conceptual engineer's
Sewer Service Companies estimates of probable cost for each of the proposed drainage improvement alternatives. In addition to the
(NASSCO) underground drainage system, CBBEL evaluated and developed cost estimates for numerous existing detention
and stormwater management facilities scattered throughout the Village, as well as for common residential
drainage improvements by providing options for private property owner improvements, including the possibility
PROFESSIONAL AFFILIATIONS of providing design assistance to property owners that wish to implement drainage improvements on their
American Society of property. The detailed estimates also included detailed quantity calculation spreadsheets, concept design
Civil Engineers optimization and constructability/feasibility review, preliminary utility coordination and conflict analysis, and
ASCE Younger Members assisting with public outreach and coordination with the Village. Upon review of the Stormwater Master Plan,
Group, Director 2020-2021 CBBEL was chosen to take the concept plans through Phase 2 Design.
Wilmette Stormwater Master Plan: Project Engineer responsible for aiding in the development of three long-term
ASCE Younger Members capital improvement projects to increase storm sewer sizes, add relief storm sewers, and incorporatestormwater
Group, Director of PE Review storage to reduce flooding from the 10-year design storm below the street elevation. These long-term capital
2021-2022 improvements projects ranged in cost from $44 to $75 million, and CBBEL performed a delineation of the
proposed condition 10-, 25-, 50-, and 100-year flood inundation areas for each alternative and created detailed
cost estimates for each alternative. The cost estimating also included detailed quantity calculation spreadsheets,
concept design optimization and constructability/feasibility review, preliminary utility coordination and conflict
analysis, and assisting the Village with extensive public outreach. Upon review of the Stormwater Master Plan,
CBBEL was chosen to to ke the concept plans th rough Phase 2 Design and construction, lead ingto four successfully
completed construction projects that won APWA's National Project of the Year Award.
West Side Neighborhood Storage Project (Various Phases), Wilmette: Project Engineer/Manager for design
of stormwater improvements consisting of new relief storm sewer systems and underground concrete storage
vaults. Responsibilities consisted of preparing plans, specifications, and estimates, and attending numerous
meetings with Village Staff and Public Works Personnel, attending a public meeting with the affected residents
to discuss the improvements. Plans included approximately 15,250 LF of storm sewer installation ranging
from 12" to 60" in size (including 19"00" RCEP and 8'x6' RCBC), 1,400' of 8" water main, 2,500 LF of 10"
sanitary sewer replacement, pavement reconstruction, driveway replacement, and bioretention, 315 LF of 36"
diameter storm sewer jacked -in-place in a 48" steel casing to avoid disturbance to several mature trees on
park district property. Extensive coordination with our Geotechnical Subconsultant was required due to the
high groundwater present in the area of the proposed deep excavation, as well as utility coordination due to
the numerous private facilities within the ROW requiring relocation in order to properly construct the proposed
storm sewer system. CBBEL was also responsible for designing new pump stations, mass site grading, and
intricate underdrain systems.
North Shore Stormwater/Wetland Improvements, Crystal Lake: Project Engineer for design of stormwater
improvements consisting of three detention basins and a new storm sewer system. Responsibilities consisted
of preparing plans, specifications and estimates, and attending numerous meetings with Village Staff and Public
Works Personnel, as well as attending a public meeting with the affected residents to discuss the improvements.
►, [17
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbeLcom I jlapaglia@cbbeLcom
Also responsible for receiving Village and USACE permits for
improvements to wetland areas. Plans included 6,500 CY of excavation
for BMP basins, 4,000 LF of 12" and 15" storm sewer, and detailed
soil erosion measures due to the storm sewer outfalls into Crystal
Lake. Extensive coordination with our Geotechnical Subconsultant was
required due to the extremely sandy soils present in the area, as well as
utility coordination due to the gas line relocation necessary in order to
properly construct the additional storm sewer system. Linear sediment
basins were designed at the outfalls in order to ensure the stormwater
was uncontaminated prior to outletting into Crystal Lake.
Cove Pond Outlet Enhancements, Crystal Lake: Project Engineer for design
of stormwater improvements consisting of a new storm sewer connection
to alleviate roadway flooding. Responsibilities consisted of preparing plans,
specifications and estimates, attending numerous meetings with Village Staff
and Public Works Personnel, and receiving Village and USACE permits for
improvements to a wetland area. Plans included 6,500 CY of excavation for
BMP basins, 60 LF of 12" storm sewer, and detailed soil erosion measures
due to the bypass pumping of the existing box culvert and channel required
to construct the proposed storm sewer.
Lincoln Avenue/W Sheridan Place Storm Sewer Improvements, Lake
Bluff: Project Engineer for design of storm sewer improvements, both
open -cut and trenchless. Responsibilities consisted of preparing plans,
specifications and estimates, attending numerous meetings with Village
Staff, and for receiving an IDOT permit for construction in State Right -of -
Way. Plans included 140 LF of 24" RCP storm sewer pushed in a 36" bored
and jacked steel casing, 2,000 LF of storm sewer installation ranging
from 6" to 24" in size, pavement resurfacing, driveway replacement, and
tree plantings, as well as utility coordination. Additional coordination was
necessary with the Village and residents due to a proposed drainage
easement required forthe storm sewer improvements to drain an existing
low-lying area that was flooding the adjacent homes.
FEMA Flood Control Project, Bartlett: Project Engineer. A Watershed
Plan was developed and approved that identified conveyance
improvements and flood storage that would provide a 100 -year level
of protection to approx. 100 homes by regrading the Geller Parcel and
Hearthwood Ponds. Project included 98 and 15.6 acre -ft flood storage
basins at Geller Parcel and Hearthwood Ponds, 1,125 LF of 12", 24°,
and 36" diameter storm sewer, as well as 145 LF of 48" diameter storm
sewer jacked -in-place to avoid a utility conflict with Kinder Morgan. The
plans and specifications for improvements were designed according to
applicable Federal, State and Local requirements. Design coordination
with Village, DuPage County, FPDDC and Bartlett Park District.
Permitting included DuPage County, IDNR-OWR Dam Safety, USACE,
IDOT, DCDOT, KDSWCD and TEPA.
41st Avenue Drainage Improvements, Calumet Township,
IN: Civil Designer responsible for developing design engineering
plans, specifications and cost estimates. Improvements included
construction of relief storm sewers and lateral sewers, inlets, and
catch basins will be located along with main relief sewer. Existing
roadways will also be patched.
Graue Mill Flood Protection Improvements, Hinsdale: APWA Award
Winning Project. Project Engineer for the proposed FEMA HMGP
improvements included Floodwall and Floodbreak installation, berm
construction, storm sewer improvements, new pump stations, site
grading, and compensatory storage grading. The design improvements
created a flood -protected "island" around the subdivision to protect
all homes to an elevation 1 -foot above the 100 -Year Floodplain.
Coordinated with utility companies during design, specifically ComEd
and Nicordueto conflicts with their existing facilities. CBBELdeveloped
design engineering plans, specifications, and cost estimates for 5
different phases constructed over 4 construction seasons.
Walnut/Myrtle/Evergreen Study Area, Elmhurst: APWA Award
Winning Project. Project Engineer responsible for design of storm
sewer improvements identified in CBBEUs 2014 Addendum to the
Comprehensive Flood Plan forthe City. Improvements included 4,000 LF
of storm sewer ranging in size from 60" to 72" in diameter, 800 LF of water
main, and 1,200 LF of sanitary sewer. Also included were special design
for the 72" storm sewer outfall into the quarry and intricate coordination
with a Blasting Firm to properly install the pipe within bedrock.
Surrey Lane Stormwater, Algonquin: Project Engineer. The
improvements include constructing a 36" bypass storm sewer and
stilling basin, extending storm sewers in existing areas outside current
easements to appropriate outfalls to eliminate eroding of the ravines,
creek restoration behind the homes along Surrey Ln, and excavating the
existing detention basin to provide the originally designed storage. CBBEL
developed design engineering plans, specifications and cost estimates.
K Complex Drainage, Abbot Park: Project Engineer. The flood proofing
improvements consisted of two projects: (1) the reconstruction of
existing flood control berm/access road located along the eastern
property boundary, (2) elevating and sealing the sanitary manholes
located along the access road and providing compensatory storage.
CBBEL developed design engineering plans and cost estimates.
Abbott Laboratories: Worked on 2 projects as both an Engineer
Intern and Civil Engineer. Completed cost estimate for the K -Complex
Flood Proof Study which included removing all the existing HMA and
replacing it with 21/2"of HMA Binder Course and 11/2"of HMA Surface
Course, as well as proof rolling the existing subgrade. Prepared
plans and cost estimate for the K2 Storm Sewer and Roof Drainage
Improvements project which involved replacing the existing storm
sewer system, and replacing a timber retaining wall.
2021 Green Alley Reconstruction Project, Westchester: Project
Manager for design of the reconstruction of four gravel alleys with
permeable pavers and concrete edging for stormwater volume.
Responsibilities consisted of preparing plans, specifications, and
estimates, MWRD grant application assistance on behalf of the
Village,and coordination for the MWRDGC Green Infrastructure
Grant, as well as receiving the MWRD permit. Plans included 2,500
SY of full alley reconstruction, grading, driveway reconstruction, storm
sewer installation, and a pipe underdrain system, as well as utility and
geotechnical coordination.
Green Alley Reconstruction Project, Harwood Heights: Project
Engineer for design of the reconstruction of two alleys with permeable
pavers and concrete edging for garbage truck traffic. Responsibilities
consisted of preparing plans, specifications, and estimates, attending
numerous meetings with Village Staff and MWRD Personnel, assisting
the Village with grant application and coordination for the MWRDGC
Green Infrastructure Grant, as well as receiving Village and MWRD
permits. Plans included over 1,300 SY of full alley reconstruction,
grading, driveway reconstruction, storm sewer installation, and a pipe
underdrain system, as well as utility and geotechnical coordination.
Additional coordination with IDOTwas required forthe use of MFTfunds.
2017 Alley Reconstruction, Harwood Heights: Project Engineer for
design of the reconstruction of two alleys with permeable pavers
and concrete edging. Responsibilities consisted of preparing plans,
specifications and estimates, attending numerous meetings with
Village Staff and MWRD Personnel, assisting the Village with grant
application and coordination for the MWRDGC Green Infrastructure
Grant, as well as receiving Village and MWRD permits. Plans included
2,600 SY of full alley reconstruction, grading, driveway reconstruction,
storm sewer installation, pipe underdrain system, utility and
geotechnical coordination. Additional coordination with IDOT was
required for the use of MFT funds.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jlapaglia@cbbel.com
41
2oic
Luke Sherry, y,
Sel*ialr Water IIIIIesowilrce IIII'',ilr ject Managel,
[B
Luke is responsible for water resources engineering project analysis and design. Duties include performing
YEARS EXPERIENCE: 19 the following hydrologic and hydraulic engineering tasks: flood plain/floodway delineation, detention and
YEARS WITH CBBEL: 19 compensatory storage determination, steady and unsteady hydraulic analyses, and design of conveyance
systems.
EDUCATION
Computer skills include ArcMap, HEC -1, HEC -2, HEC-GeoRAS, HEC -HMS, HEC -RAS, HY-8, Hydraflow, SWMM,
Bachelor of Science, 2004
TR -20, WSP-2, XP-SWMM, and InfoSWMM.
Civil Engineering
Purdue University
SEWER MODELINGFLOOD REDUCTIONSTUDIES
College View Stormwater Improvements Project, Elmhurst: CBBEL provided design and construction services
PROFESSIONAL REGISTRATION
for installation of approx. 1,200 LF of storm sewer ranging from 12" - 54" in diameter. The conveyance
Professional Engineer, IL,
improvements were constructed in conjunction with approximately 9 acre-feet of underground flood storage
062.063231, 2011
created on the York High School Property. The project was made possible through an intergovernmental
agreement (IGA) between the City and Elmhurst Community Unit School District 205 that allowed the use of an
CERTIFICATIONSexisting
1.8 -acre open space area that served as a practice field. Following the installation of the underground
Certified Floodplain Manager
flood storage system, a synthetic turf playing field was installed on top of the facility.
ASFPM
Spring Road/Eggleston Avenue Flood Reduction Study, Elmhurst: Project involved preliminary analysis and
Certified Professional in
design of a flood -prone commercial/residential area of the City. Existing storm sewer networks and proposed
Erosion and Sediment Control
drainage improvements were modeled using XP-SWMM computer software. Conceptual flood storage and
conveyance improvements were identified to alleviate the flooding in the affected area. Conceptual cost
estimates were prepared for each of the identified drainage alternatives.
PROFESSIONAL DEVELOPMENT
Ethics in City Government,
Pine Street/Avon Road Stormwater Improvements Project, Elmhurst: CBBEL provided design and
Ethics Training for CDA/OMP
construction services for installation of approx. 3,000 LF of storm sewer ranging from 12" - 54" in diameter.
Contractors, Vendors
The conveyance improvements were constructed in conjunction with 12 acre-feet of flood storage created on
and Employees
the Golden Meadows Park Property. Following extensive coordination with the Elmhurst Park District (EPD), an
Intergovernmental Agreement (IGA) was approved that allowed for the City to purchase the western portion of
PROFESSIONAL AFFILIATIONS
Golden Meadows Park. Because Golden Meadows Park was originally created using State of Illinois funding,
Illinois Association for
approval from the Illinois Department of Natural Resources (IDNR) was necessaryfor the transfer of ownership.
Floodplain and Stormwater
Comprehensive Flood Plan, Elmhurst: Project involved a comprehensive stormwater study that included
Management
a complete hydrologic and hydraulic analysis of storm sewer networks within 10 flood problem areas,
compensatory storage analysis, flood proofing options, and review of the City's current stormwater regulations.
Existing storm sewer networks and proposed drainage improvements were modeled using XP-SWMM computer
software. An FEQ hydraulic analysis was performed for those drainage improvements that resulted in increased
flows to Salt Creek. Cost estimates were developed for proposed drainage improvements and a comparison
was made to the cost of individual house flood proofing. Project also included a review of current stormwater
practices required by the City and recommended revisions to City Ordinance were provided.
Walnut/Evergreen/Myrtle Stormwater Improvement Project, Elmhurst: CBBEL provided design and
construction services for installation of approx. 3,400 LF of 60" and 72" diameter storm sewer that drains
to the Elmhurst Quarry. Proposed drainage improvements provide a 100 -year level of flood protection for
many flood -prone properties located throughout the study area. Construction began in early 2016 and was
completed in November 2016. With approval of downstream Salt Creek communities, the City entered into an
Intergovernmental Agreement with DuPage County to allow 20 acre-feet of stormwater volume to be diverted
from the flood -problem area to the Elmhurst Quarry.
Crescent Ave/Cambridge Ave Stormwater Improvement Project, Elmhurst: CBBEL provided design and
construction services for installation of approx. 2,000 LF of 48" diameter storm sewer in conjunction with
11 acre-feet of flood storage created at York Commons Park. The City partnered with Elmhurst Park District
and entered into an Intergovernmental Agreement with that agency to use the land for stormwater storage. In
addition to working with the Park District, project involved the securing of temporary and permanent easements
to construct a portion of the 48" diameter storm sewer through residential properties. Proposed drainage
improvements provide a 100 -year level of flood protection for 38 properties located throughout the study area.
Construction began in Fall 2016 and was completed in July 2017.
Madison School Stormwater Improvement Project, Elmhurst: CBBEL provided design and construction
services for installation of approx. 1,100 LF of 42" and 48" diameter storm sewer in conjunction with 6 acre-feet
of flood storage created at the Madison School Property. Proposed drainage improvements provide valuable
flood -reduction benefits for many properties located throughout Southwest Elmhurst. Construction began in
Fall 2016 and was completed in July 2017. The City partnered with Elmhurst Community Unit School District
205 and entered into an Intergovernmental Agreement with District 205 to use the land for stormwater storage.
42
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I (sherry@cbbel.com
Westwood Drive, Orland Park: Project included analysis of an
existing storm sewer system and detention basins to develop
alternatives for drainage improvements. The existing storm sewer
network and detention storage basin in the subdivision were
modeled using XP-SWMM computer software to determine flooding
areas. Recommendations were made for proposed storm sewer
improvements to alleviate the flooding.
Preserve of Palatine Condominiums, Palatine: Project included an
analysis of a proposed storm sewer system tying into an existing storm
sewer system. The storm sewer network was modeled using XP-SWMM
computer software to determine the effects of the proposed storm sewer
system. This project included coordination with MWRDGC.
Skokie River Drain Tile Replacement Study, Lake County: Project
involved a complete hydrologic and hydraulic analysis of drain tiles
located at the headwaters of the Skokie River. The existing drain
tile system was analyzed along with several drain tile replacement
alternatives that included larger drain tile sizes and potential flood
storage sites. The hydrologic analysis was completed using HEC -1
computer software and the hydraulic analysis was completed using
HEC -2, HY-8, and Hydraflow computer software. Project included
coordination with LCSMC and the East Skokie Drainage District.
Lake Bluff Flood Storage Feasibility Study, Lake County: Project
involved a complete hydrologic and hydraulic analysis of a potential
flood storage site along the Skokie River. A total of 5 reservoir sizes
were analyzed, ranging from a wetland, gravity -drained reservoir to
a large, pump -evacuated reservoir. Flood profiles of the Skokie River
were developed for proposed reservoir sizes and were compared to
existing flood profile to determine the effectiveness of each reservoir
size. The hydrologic analysis was completed using HEC -1 computer
software and the hydraulic analysis was completed using HEC -2
computer software. Project included coordination with LCSMC and
the East Skokie Drainage District.
Lower Des Plaines River Detailed Watershed Study, Cook County:
Project involved a complete hydrologic and hydraulic analysis.
The hydrology of the watershed was modeled using HEC -HMS
computer software and included digital output to be used as input
in the hydraulic model. An unsteady HEC -RAS hydraulic model was
developed to determine the limits of the 2-, 5-, 10-, 25-, 50-, 100-
, 500 -year inundation areas. HEC-GeoRAS computer software was
used to develop the cross-section geometry for input into the hydraulic
model. Project included coordination with MWRDGC.
ORDINANCE DEVELOPMENT
Technical Guidance Manual for the Watershed Management
Ordinance, MWRD, Cook County: Senior Water Resource Engineer
responsible for development of the Technical Guidance Manual (TGM)
to accompany the Watershed Management Ordinance (WMO), in
collaboration with MWRD. Project involved the creation of technical
guidance for stormwater management, flood plain/floodway, riparian
environment, and wetland submittals under the WMO, and also
included the development of all permit forms, checklists, template
hydrologic models and other resources. Additionally, the project also
involved numerous public training seminars that covered the WMO,
TGM, and HEC -HMS hydrologic modeling.
DuPage County Stormwater Ordinance: Worked on complete
overhaul of County Stormwater Ordinance to reflect the current
and future development conditions in DuPage County. The revised
ordinance was developed with input from the Steering Committee
made up of municipal engineers and County staff.
IC AND HYDRAULICANALYSES
Las Fuentes Development, Richton Park: Performed hydrologic and
hydraulic analyses to determine floodplain, detention requirements,
and compensatory storage requirements of project site. TR -20
hydrologic modeling and HEC -RAS hydraulic modeling was used.
Sequoit Creek Watershed, Lake County: Project involved updating
a steady-state HEC -RAS hydraulic model into an unsteady HEC -
RAS hydraulic model for the entire watershed. Project included
coordination with LCSMC.
Eagle Creek, Round Lake Drain, and Long Lake Watershed Study:
Project included a complete hydrologic and hydraulic analysis for the
entire watershed. The hydrology of watershed was modeled using
HEC -1 computer software and included digital output to be used as
input in the hydraulic model. An unsteady HEC -RAS hydraulic model
was developed to determine the limits of the 100 -year and 500 -
year floodplain and the 100 -year floodway. HEC-GeoRAS computer
software was used to develop the cross-section geometry for input
into the hydraulic model. Project included coordination with LCSMC.
Downtown Redevelopment, Lake Zurich: Project involved a
stormwater detention analysis for the redevelopment of downtown
Lake Zurich. A TR -20 hydrologic model was developed to determine
the required detention volume based on Lake County Watershed
Development Ordinance and Village of Lake Zurich Ordinance.
STORMWATER ENGINEERINGREVIEWS
Cook County Municipalities (2014 -Present): Luke is responsible for
performing development reviews on behalf of several municipalities
in Cook County. The developments are reviewed for compliance with
the local stormwater and floodplain regulations, as well as the those
contained within the Metropolitan Water Reclamation District (MWRD)
Watershed Management Ordinance (WMO). The municipalities for
which Luke is responsible for include:
• City of Northlake
• City of Palos Hills
• City of Rolling Meadows
• Village of Chicago Ridge
• Village of Schaumburg
• Village of Rosemont
• Village of Northbrook
• Village of Westchester
City of Wood Dale (2016 -Present): Responsibilities include review of
development plans for compliance with the City's Unified Development
Ordinance and the DuPage County Countywide Stormwater and
Flood Plain Ordinance. We have reviewed numerous single family,
multi -family, commercial and various public improvements projects
for compliance with these regulations. Because the City is a full -
waiver community in DuPage County, CBBEL is also responsible for
reviewing any wetland, floodplain, and riparian environments impacts
associated with these developments. Other responsibilities include
inspection services for public and private developments and attending
City Council and Plan Commission meetings when requested.
City of Portage, IN (2020 -Present): Responsible for the review of
development plansfor compliance with the City's Stormwater Technical
Guide and Stormwater and Floodplain Ordinance. We have reviewed
numerous single family, multi -family, and commercial developments
for compliance with these regulations. CBBEL is also responsible
for reviewing any wetland, floodplain, and riparian environments
impacts associated with these developments. Other responsibilities
include drainage investigations and attending City Council and Plan
Commission meetings when requested.
43
2orc
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I isherry@cbbel.com
E�/N
We believe that no other firm has better or more relevant experience in the area of stormwater master planning in Illinois. We
fully understand each of the components of a Stormwater Master Plan (SMP)- hydrologic and hydraulic modeling, identification of
problem areas, concept planning and cost estimating, ordinance review, stormwater fee development, public engagement, etc. -
because we do these things on a daily basis. We have also frequently done them as part of a comprehensive SMP. Below is a list of
some of the SMPs we have completed in the last 5 years, followed by a fact sheet of each study.
Mount Prospect Aspens Trails Park and Levee 37
Drainage Study and Improvements
2015 -Present
Skokie Stormwater Master Plan
2020 - Present
V/
River Forest Stormwater Master Plan
2020 - Present
Park Ridge Stormwater Master Plan
2008 - Present
V/
V/
v/
Algonquin Stormwater Master Plan
2023 - Present
V/
V/
Roselle Stormwater Master Plans
2021- Present
V/
V/
Deer Park Stormwater Master Plan
2016 - Present
V/
V/
Deerfield Stormwater Master Plan
2020-2021
V/
V/
V/
V/
Lincolnshire Stormwater Master Plan
2019-2020
V/
V/
V/
V/
Libertyville Stormwater Master Plan
2017-2018
V/
V/
I/
V/
V/
Wheeling Stormwater Master Plan
2013-2015
V/
V/
V/
Merrillville Stormwater Master Plan and Projects
2013 -Present
j /
AIIIIIL..IILi AAIII'illl AIII'° IIIAAAII "'III"' III' III''tAAIII' Illlllll d°'III"' III A"'III"'0III'tIIIAWA"III"'lllllllllll'°t IIIAAII ASllllllllllAllllllllll "'I" IIIAAA"'III"'llllllllll't III' IIL..AII III'i'illlllilllllllllll
45
PROJECTTYPE
Water Resources
Engineering
.......°
Drainage Study
��,,,,,,,,,,,,,,,,,,,,,,,,,,,
Hydrologic and
�,,�o„•o„,,,„•
Hydraulic Model
���
Oki
Cost Estimates
Agency Coordination
t."'4w
MINIMUM=
PROJECT TEA
Donald Dressel, PE
Project Manager
John Caruso, PE
Mechanical/Pump Engineer
Michael Burke, PE
Project Engineer
Bryan Luke, PE
Design Engineer
William Schultz, PE
Construction Engineer
CLIENTIREFERENCE
Village of Mount Prospect
Sean Dorsey
847.870.5640
sdorsey@mountprospect.org
FUNDING SOURCE
Local/MWRD Stormwater Partnership
Program Grants/U.S. Army Corps of
Engineers
CBBEL identified the cause of flooding Within the residential area protected
y Levee 37 and developed recently constructed improvement alternatives
to reduce future flood risk,
evee 37 was constructed by the US Army Corps of Engineers (USACE) to protect flood -prone areas in
Mount Prospect and Prospect Heights adjacent to the Des Plaines River (DPR) from overbank flooding.
The Levee 37 Drainage Study was initiated by the Village of Mount Prospect (Village) following the April
17-18, 2013 storm event to address residential flooding in areas protected from Des Plaines River (DPR)
overbank flooding by the Levee 37 floodwall. The majority of the April 2013 storm event rainfall occurred
while the DPR was rising, reducing and ultimately eliminating outflow from the Village's gravity storm sewers
to the DPR. Three pump stations were constructed along Levee 37 to evacuate interior drainage during high
DPR tailwater conditions. The limited capacity of the pump stations resulted in flooding of the low-lying areas
within the interior drainage area. This was the first major storm since the construction of Levee 37, and the
Village was interested in developing alternatives that would minimize the interior flooding.
To address this flooding problem, CBBEL completed a drainage analysis using XP-SWMM stormwater
modeling. Several flood reduction improvement alternatives were identified. In 2020, the Village completed the
construction of a 13 acre-foot multi -use final storage facility at Aspen Trails Park. As a result of the CBBEL study,
the USACE completed pump station upgrades to significantly increase capacity for interior stormwater runoff.
The multi-component project provides flood reduction benefits to over 130 structures.
SERVICES INCLUDED:
• Preparation of detailed XP-SWMM 2D Model
• Preparation of Levee 37 Drainage Study report and cost estimates
• Mount Prospect Village Board Presentation
• Coordination with US Army Corps and IDNR-OWR for pump upgrades 11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 46
i
�f e
�, �15
7>��ul
H
II III I IIID �I IIII��I � � �I�IIIIIIIIIII ��� �I � II �������III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
PROJECT TYPE The Village of Skokie selected CBBEL to study the entire combined sever
system, understand deficiencies, and provide recommendations,
Water Resources Engineering
i�.�
kokie, " The World's Largest Village", comprises a 10 square mile area and is mainly drained
����/� Stormwater Management by a combined sewer system. Throughout its history, Village residents and businesses have
�''x o S incurred repeated basement sewer backup flooding during large storm events. In the 1980's the
6 XPSWMM Analysis Village initiated a Runoff Control Program to study its three distinct Sewer Districts. The study resulted
in several upgrades to the combined sewer system to expand its capacity and limit the rate stormwater
Cost Estimates runoff enters the sewers.
Over the past 40 years, the magnitude and frequency of large, intense storm events have increased
11I Concept Plans which have resulted in several, recent flooding events. As a result, the Village selected CBBEL to
analyze its combined sewer system based on current rainfall design standards. CBBEL developed an
XPSWMM model comprising the entire Village drainage system. The model accounts for all previously
2011 ®2012 implemented improvements including underground storage vaults and inlet restrictors. The results of
the modeling show the Village's combined sewer system has approximately 2 -year level of service.
PROJECT TEAM Concept improvement projects are being developed to improve the system capacity to meet the
Jeffrey Julkowski, PE targeted 10 -year level of service. Cost estimates are being prepared and the study will be summarized
Project Manager in a Stormwater Master Plan (SMP) report and presentation.
Thomas Burke, Jr., PhD, PE
QAIQC SERVICES INCLUDED:
Michael Burkel, PE Extensive research of available engineering plans, atlases, and previous studies
Project Engineer
• Field verification of sewer diameters and inverts
Joseph DeFrenza
Project Engineer Preparation of detailed Village -wide XPSWMM 2D model
CLIENT Development of concept improvement plans and cost estimates
City of Skokie Preparation of SMP report
Max Slankard
Administrative Division, Director Coordination and presentations to Village staff and Stormwater Task Force
847.933.8271
max.slankard@skokie.org
FUNDING SOURCE
Local
i
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 47
PROJECTTYPE CBBEL helps the Village of River Forest create a plan for its future
stormwater management needs,
Water Resources Engineering
l IJ
Concept Plans he Village of River Forest (Village) is a fully developed community with a traditional combined
sewer drainage infrastructure. Like other combined sewer communities, flooding is often
Green Infrastructure
Texperienced in the form of sewer backups into its residents' basements. To address this and
other related issues on a comprehensive, Village -wide basis, CBBEL was selected to complete
a Stormwater Master Plan (SMP). The purpose of this process was to prepare stormwater models
Cost Estimates
of all the sewer systems throughout the Village so they could be analyzed and the current level of
flood protection could be established. With this baseline understanding, a program of infrastructure
Mollf!>] Stormwater Management Report projects was developed that will raise the overall level of protection throughout the Village. The SMP
also examines the Village's stormwater ordinance and other administrative processes and suggests
1® ft enhancements to improve stormwater management. This project is ongoing as of May 2023.
SERVICES INCLUDED:
PROJECT TEA
Jeffrey Julkowski, PE Preparing and implementing a Flow Monitoring program
Project Manager
• Topographic Surveying
Thomas Burke, Jr., PhD, PE Preparation of XP-SWMM models of the Village's sewer systems
QA/QC
Jeana Gowin, PE Development of a Stormwater Capital Improvement Plan
Project Engineer Conceptual Cost Estimates
Joseph Wilk, PE
Project Engineer
CLIENT
Village of River Forest
Jeff Loster, PE
Village Engineer - Public Works
708.714.3551
jloster@vrf.us
FUNDING SOURCE
Local
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 48
N
PROJECT TYPE CBBEL has been involved with stormwater analysis, planning, and design
in the City of Park Ridge since 2008.
�i II Water Resources
I he City's stormwater efforts, like many other communities, were prompted by major flood events
Stormwater Management starting in 2008. Since that time, CBBEL has been engaged in several studies and design
] ... .. .. .. . projects. We have prepared a hydrologic and hydraulic model of the City's entire combined
Municipal Engineering sewer system to establish system capacities and identify critical areas. We have developed several
I@��1\�1e stormwater infrastructure improvement projects, including ten project areas for which design plans
)I` Existing Conditions Survey were developed and for which CBBEL also completed construction observation. CBBEL also recently
` completed a Stormwater Master Plan for the City to guide future long-term stormwater planning, as
Public Outreach/Public Mtg well as a stormwater utility study to investigate funding options. Among the projects are the following:
�S uIM
• Citywide Sewer Study (2010)
2008 - Present • Flood Reduction Program Phase 1 Plans (2012)
PROJECT T • Flood Reduction Program Phase 1 Construction Observation (2012-2013)
Thomas Burke, PhD, PE • Flood Reduction Program Phase 2 Plans (2013)
Client Liaison • Flood Reduction Program Phase 2 Construction Observation (2013-2014)
Jeffrey Julkowski, PE
Project Manager •Stormwater Utility Study (2014-2016)
Bryan Welch, PE • Stormwater Master Plan (2016-2018)
Civil Engineering Lead
Michael Burke, PE Services included:
Stormwater Modeling
• Topographic Survey
Brian Kubilius, PE
Stormwater Modeling • Hydraulic Modeling
CLIENT • Public Presentations
City of Park Ridge • Preparation of Construction Documents
Sarah Mitchell, PE
Director of Public Works • Construction Observation
847.318.5455
smitchel@parkridge.us
FUNDINGRC
Local
i
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 6001 Rosemont, IL 600181 T: 847.823.05001 clbbell..corm 49
PROJECTTYPE As the Gem of the FOX River Valley, the Village is home to five large
Watercourses that Weave their Way throughout the Village's suburban
Ihr`r� i�l water Resources outskirts before reaching the Fox River Malley, at the Village's downtown
Concept Plans hub.
he Village of Algonquin (Village) has initiated the development of a village -wide Stormwater
IT
ISI Green Infrastructure Master Plan (Master Plan) to identify drainage problems, storm sewer bottlenecks, and develop
�w'j. concept flood reduction projects to reduce drainage problems throughout the Village. The
�uounu�
Cost Estimates methodology for analyzing the storm sewer system for the Master Plan included a review of the Village's
comprehensive GIS database of the storm sewer system, as -built drawings, meetings with Village staff,
C Stormwater Mgmt Report
hydrologic and hydraulic modeling of the existing drainage system, identification of system limitations
and development of proposed drainage improvements. The proposed drainage improvements in this
Master Plan can be incorporated into the Village's current infrastructure projects, green infrastructure,
2023 ® Present and long-term capital improvement projects.
PROJECT TEAM CBBEL developed 18 XPSWMM hydrologic and hydraulic models for 22 Flood Study Areas (FSA)
Michael Kerr, PE
Principal -in -Charge where a detailed analysis of the storm sewers and drainage in the FSA was performed. CBBEL
David Buckley, PE
calibrated the XPSWMM modeling for each FSA using best available information including flood
Project Manager reports and pictures from residents. This information also included highwater marks and observations
from the June 2018 storm event where the Copper Oaks Subdivision experienced widespread street
Jeana Gowin, PE flooding. The June 2018 storm event was used throughout the Village's subdivisions during XPSWMM
Project Manager
modeling verification process.
Brian Kubilius, PE
Water Resources Engineer CBBEL developed proposed drainage improvements to provide a minimum 10 -year level of service
Kyle Berry in the storm sewer and to protect all structures (provide a level of flood protection) up to the 100 -
Water Resources Engineer year design storm event. Long term capital improvement projects include increasing storm sewer
Brad Nowak sizes, adding relief storm sewers and incorporating stormwater storage. CBBEL also developed
Water Resources Engineer projects to address severe erosion areas as well as rear yard, and minor street inundation issues
CLIENT based on the Village Staff concerns and the compiled Cityworks data. These areas of concern were
Village of Algonquin also verified through detailed XPSWMM modeling. The proposed improvements were organized
Michele Zimmerman into three categories including long term capital Infrastructure projects, erosion areas, and nuisance
Assistant Public Works Director flooding projects. Aconceptual engineer's estimate of probable cost for each of the proposed drainage
847.658.2754 improvement projects was prepared.
michelezimmerman@algonquin.org
FUNDING SOURCE
Local
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 50
PROJECT TYPE
k Stormwater Management
N �, g
Concept Plans
o,�no�uua
Cost Estimates
Surveying
un Stormwater Mgmt Report
PROJECT TEA
Jeana Gowin, PE
Project Manager
Thomas Burke, Jr., PhD, PE
QA/QC
Joe Wilk, PE
Project Engineer
Jeffrey Julkowski, PE
Project Engineer
Joseph DeFrenza
Civil Engineer - Cost Estimating
CLIENT
Village of Roselle
Kristin Mehl
Assistant Director of Public Works/
Village Engineer
847.895.4500
kmehl@roselle.il.us
FUNDING SOURCE
Local
CBBEL completed various stormwater studies to identify draina
problem areas, develop projects that work in conjunction with the capit
improvement plans for the Village, and provide a report to assist in t
application for various funding sources. I
BBEL prepared multiple Stormwater Master Plans (Plans) for various studies that outlet to
different watersheds within the Village of Roselle (Village) to identify and develop flood reduction
projects to address drainage problems. These studies include: Devlin Wastewater Treatment
Plant (WWTP), Seasons 4, and Meacham Creek. CBBEL collected a variety of data for the studies,
including engineering plans, reported flooding data, photographs, and survey data.
Utilizing the collected data, as well as GIS storm sewer data provided by the Village, CBBEL created
a detailed hydrologic and hydraulic analyses for each watershed. These analyses, in addition to
the collected data, helped identify capacity limitations and levels of service. The study areas were
prioritized for structure and street flooding.
Conceptual solutions and associated costs were prepared for each study area. A stormwater report
was prepared for the Devlin WWTP and Seasons 4 studies and another report was prepared for the
Meacham Creek study. Each report presented the drainage issues and presented detailed concept
solutions.
The proposed projects that are designed to reduce flooding range from increased conveyance capacity
to stormwater storage. An evaluation of each project and its benefits was summarized in the respective
reports.
CBBEL met with Village staff numerous times to present updates on the findings of each study
and recommended solutions. The report provides the Village with options to implement drainage
improvements. The Village can utilize this report in support of local and federal grant applications.
SERVICES INCLUDED:
• Surveying
• XP-SWMM Analysis
• Stormwater Improvements
• Stormwater Management Report
• Concept Plans
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 51
PROJECT TYPE The Deer Park Stormwater Master Plan was initiated by the Village t0
assess and address all stormw ter related issues throughout the Village.
�i it l Water Resources
�IAtv',44k Stormwater Management BBELwas hired to perform a comprehensive assessmentof all the drainage problems throughout
I��, oaf y 9 9 9 p 9 9
the Village of Deer Park. Using residential drainage complaints, site visits Burin large storm
IIp Municipal Engineering events, and information provided by both the Village and Ela Township Highway Department,
�`]. CBBEL identified a total of 54 drainage problems throughout the Village. Each drainage problem was
I@ he
j Existing Conditions Survey categorized based on its severity. Using this severity category along with the other factors including the
number of properties affected in the problem area, CBBEL developed a prioritization plan to address
19 critical drainage problems. CBBEL developed conceptual drainage improvement plans and cost � Public Outreach/Public Mtg estimates for each of the 19 problem areas. The total estimated cost of the projects is $2.3 million,
�S uIM
and is proposed to be completed over a 5 -year period. In Fall 2017, CBBEL developed engineering
design plans to address five drainage problems throughout the Village as part of the initial phase of the
2016 ® Present Stormwater Master Plan. In Spring 2018, Construction Phase 1 Drainage Improvements were awarded
PROJECT TEAM to Mauro Sewer Construction out of Des Plaines and was completed in September 2018.
Lee Fell, PE
Project Manager- Civil SERVICES INCLUDED:
Michael Burke, PE Preliminary cost estimated of proposed improvement projects
Project Engineer - Stormwater
John LaPaglia, PE Multiple field investigations during and after heavy rain
Project Engineer- Civil Three technical memorandums that address critical drainage issues
CLIENT Two presentations to the Village Board of Trustees
Village of Deer Park
Beth McAndrews
Village Administrator
847.726.1648
bmcandrews.vodp.net
FUNDINGSOURCE
Local
i
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 52
PROJECT TYPE
PROJECT TEAM
Jeana Gowin, PE
Project Manager
Thomas Burke, PhD, PE
QA/QC
Alex Schaefer, PE
Project Engineer
CLIENT
Village of Deerfield
Tyler Dickinson
Assistant Village Engineer
847.719.7463
tdickinson@deerfield.il.us
FUNDING SOURCE
Local
111111.11,11�111 1__
Stormwater Improvements/
f'
Management
N�
ai
Survey
1lfl ihft mnhw p
�I'
�fj i1+w�lr-wnroiN YlN�roiuub
7"
I'vhawkw�,�'�k� ww�wNtrl���
Public Meetings/Outreach
XP-SWMM Analysis
w��v�I•
u"Illllu t°F
Concept Plans
PROJECT TEAM
Jeana Gowin, PE
Project Manager
Thomas Burke, PhD, PE
QA/QC
Alex Schaefer, PE
Project Engineer
CLIENT
Village of Deerfield
Tyler Dickinson
Assistant Village Engineer
847.719.7463
tdickinson@deerfield.il.us
FUNDING SOURCE
Local
111111.11,11�111 1__
CBBEL Completed a Village -wide Stormwater study to identify drainage
problem areas, develop projects that work in conjunction with the capital
improvement plans for the Village, and provide a prioritization matrix for
future planning efforts.
BBEL prepared a Village -wide Stormwater Master Plan (Plan) to identify and develop flood
reduction projects to address drainage problems throughout the Village. CBBEL collected a
variety of data for the study, including engineering plans, flood questionnaires, photographs,
videos, and survey data. Because an open house was not able to be held, CBBEL also met with
numerous residents one-on-one and performed additional field assessments.
Utilizing the collected data, as well as GIS storm sewer data provided by the Village, CBBEL created a
detailed hydrologic and hydraulic analysis of the entire Village. This analysis, in addition to the collected
data, helped identify capacity limitations and levels of service, which resulted in forty-two project study
areas. The study areas were categorized into three types: structure, street, and rear yard flooding.
Conceptual solutions and associated costs were prepared for each study area. A Village -wide
stormwater report presented each drainage issue and present the detailed concept solutions.
The proposed projects designed to reduce flooding range from increased conveyance capacity to
stormwater storage. An evaluation of each project and its benefits was summarized in the report.
CBBEL met with Village staff numerous
times to present updates on the study's
findings and recommended solutions. The
report provides the Village with options
for private property owner improvements,
including the possibility of providing design
assistance to property owners that wish
to implement drainage improvements on
their property.
SERVICES INCLUDED:
• Surveying
• Public Meeting/Public Outreach
• XP-SWMM Analysis
• Stormwater Improvements
• Stormwater Management Report
• Concept Plans
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 6001 Rosemont, IL 600181 T: 847.823.05001 clbbeII„;corm 53
L a a In d,
�ioi
�
i r1
� . wlMrCsi� f�o� B murtw.
1lfl ihft mnhw p
�I'
�fj i1+w�lr-wnroiN YlN�roiuub
7"
I'vhawkw�,�'�k� ww�wNtrl���
CBBEL Completed a Village -wide Stormwater study to identify drainage
problem areas, develop projects that work in conjunction with the capital
improvement plans for the Village, and provide a prioritization matrix for
future planning efforts.
BBEL prepared a Village -wide Stormwater Master Plan (Plan) to identify and develop flood
reduction projects to address drainage problems throughout the Village. CBBEL collected a
variety of data for the study, including engineering plans, flood questionnaires, photographs,
videos, and survey data. Because an open house was not able to be held, CBBEL also met with
numerous residents one-on-one and performed additional field assessments.
Utilizing the collected data, as well as GIS storm sewer data provided by the Village, CBBEL created a
detailed hydrologic and hydraulic analysis of the entire Village. This analysis, in addition to the collected
data, helped identify capacity limitations and levels of service, which resulted in forty-two project study
areas. The study areas were categorized into three types: structure, street, and rear yard flooding.
Conceptual solutions and associated costs were prepared for each study area. A Village -wide
stormwater report presented each drainage issue and present the detailed concept solutions.
The proposed projects designed to reduce flooding range from increased conveyance capacity to
stormwater storage. An evaluation of each project and its benefits was summarized in the report.
CBBEL met with Village staff numerous
times to present updates on the study's
findings and recommended solutions. The
report provides the Village with options
for private property owner improvements,
including the possibility of providing design
assistance to property owners that wish
to implement drainage improvements on
their property.
SERVICES INCLUDED:
• Surveying
• Public Meeting/Public Outreach
• XP-SWMM Analysis
• Stormwater Improvements
• Stormwater Management Report
• Concept Plans
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 6001 Rosemont, IL 600181 T: 847.823.05001 clbbeII„;corm 53
PROJECTTYPE
01h Stormwater Management
tin„ t
I Stormwater Management
Report
Hydrologic/Hydraulic Modeling
mom�
&; ° Cost Estimates
I(tX� Public Outreach
PROJECT TEAM
Darren Olson, PE
Project Manager
David Buckley, PE
Project Engineer
Lee Fell, PE
Project Engineer
John LaPaglia, PE
Project Engineer
CLIENT
Village of Lincolnshire
Wally Dittrich
Assistant Public Works Director/
Village Engineer
847.913.2387
wdittrich@lincolnshireil.gov
FUNDING SOURCE
Local
NEVEM
Legend
Elevation
High
Low
11041
Legend
¢� u.p g cap„vlelr,t
Me op.l Bn,d ,y
Yntd&Street F]A ding
., Se t,g ye nd/ur Sur pF(ailunf
Cry eriand Plauding
CN erban k f lauding
ue to localized surface flooding in numerous locations during moderate to heavy rain fall events,
CBBEL completed a Village -wide Stormwater Management Plan (Plan) to identify and develop
proposed flood reduction projects and policies to address drainage problems within the residential
portions of the Village of Lincolnshire (Village). The methodology for analyzing the storm sewer system
for the Plan included a comprehensive review of the existing storm sewer system, resident meetings,
hydrologic and hydraulic modeling of the existing drainage system, identification of system limitations
and development of proposed drainage improvements. Public input was a significant component of the
development of the Plan, and a public open house was held prior to the start of the detailed analysis. In
addition, online flood questionnaires were made available to every resident through the Village website.
During the public input portion of the analysis, the Village experienced a significant storm event on
September 12 -13th 2019 which recorded a burst of 1.6 inches in a half hour. This high-intensity short
burst of precipitation is becoming a common occurrence. CBBEL was able to collect drone footage and
additional public input relative to this storm event. Overall the outreach effort generated over 250 total
responses.
CBBEL identified flood service areas developed and calibrated hydrologic and hydraulic models using
the detailed accounts and pictures from residents. The modeling was verified based on the high-
water marks observed during the September 12-13 storm event. CBBEL developed a conceptual
engineer's estimate of probable cost for each of the proposed drainage improvement alternatives. In
addition to the underground drainage system, CBBEL evaluated and developed cost estimates for
numerous existing detention and stormwater management facilities scattered throughout the Village.
Finally, numerous reports of flooding on private property throughout the residential portions of the
Village were received through the data collection process. CBBEL evaluated and developed cost
estimates for common residential drainage improvements while suggesting that the improvements be
the responsibility of the landowners in accordance with Illinois Drainage Law. CBBEL also provided
the Village with options for private property owner improvements including the possibility of providing
design assistance to property owners that wish to implement drainage improvements on their property.
• Public outreach, open house, online questionnaires
• Hydrologic and hydraulic model development and calibration
• Identification of existing storm water drainage system limitations
• Development of proposed capital improvements projects
• Cost estimating for proposed project improvements, detention
pond improvements, private property improvements
• Development of priority matrix for project rankings
• Public presentations and stakeholder engagement was
completed where our findings were discussed
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 54
PROJECTTYPE
es Plaines River Watershed flooding causes Libertyville to study 12
drainage problem areas in detail and create a village -wide stormWater
Water Resources
management plait.
Stormwater Management
1�II �, o�
ue to localized surface flooding in numerous locations during moderate to heavy rain fall events,
Hydrologic and
the Village of Libertyville hired CBBEL to conduct a village -wide study and prepare a flood
Dreduction
-III-1—Hydraulic Modeling
project plan specific for each identified problem area. During the commencement
of the study, the Village experienced a large storm event July 2017 which recorded over 7 inches of
Concept Plans
precipitation in under 12 hours prompting village -wide flooding. CBBEL issued flood questionnaires
Public Outreach/Public Mtg
to be delivered to residents door to door to learn first hand of the flooding extent. CBBEL developed
,���111�`�p��1"
�1�tl��l�lll�ti �Y
and calibrated a hydrologic and h hydraulic model using detailed accounts and pictures from residents
9 p�
collected during open house meetings and field investigations. The model was verified based on
the high water marks observed during the July 2017 storm event. Long term capital improvement
projects were identified and include increasing storm sewer sizes, adding relief storm sewers and
2017-2018
incorporating stormwater storage to reduce flooding from a range of design storm below the street
elevation. These long term capital improvements projects range in cost from $44 to $75 Million.
PROJECT TEAM
CBBEL performed a delineation of the proposed condition 10-, 25-, 50-, and 100 -year flood
Darren Olson, PE
inundation areas for each alternative and quantified the structures protected
Project Manager
reduction of street flooding and overall reduction in flood depths throughout the Village.
Thomas Burke, Jr., PhD, PE
QA1QC
SERVICES INCLUDED:
David Buckley, PE
Data Collection and Analysis
Project Engineer
• Public Outreach and Village Meeting Presentation
CLIENT
Hydrologic and Hydraulic Analysis
Village of Libertyville
Paul Kendzior
Conceptual Plan Preparation -TSL Plans
Director of Public Works
Damage Assessment - Benefit Cost Ratio Development
847.918.2105
pkendzior@libertyville.com
Project Ranking
FUNDING SOURCE
Development of Stormwater Utility Fee
Local
Cost Estimating
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 6001 Rosemont, IL 600181 T: 847.823.05001 clbbeII„;corm 55
PROJECT TYPE
The iVillage of Wheeling initiated the StormW ter ester Plan (SWMP)
Water Resources
following the April 2013 storm event Which resulted in multiple flooding
Engineering
problems throughout the Village.
�1.11Hydrologic/Hydraulic
pMti Analysis
he purpose of the SWMP was to identify and analyze all flood problem areas throughout the
Utility Fee
��aiNltt
Village, present the findings of detailed analyses, provide justification for stormwater improvement
Tprojects
Development
in a prioritized manner, and provide documentation to the Village to initiate a stormwater
Stormwater Master
utility fee to help fund stormwater projects. In total, 11 study areas were identified and addressed in the
' Plan Report
SWMP by Village Staff and CBBEL. Two study areas have been identified as critical repeat flooding
Village Board
problems which required detailed hydrologic and hydraulic modeling analyses. The two critical study
o ' Presentation
areas were analyzed using XPSWMM 2D hydraulic surface modeling which allows floodwater to be
conveyed based on the Digital Terrain Model. Multiple local flood areas were verified in modeling both
critical study areas, and proposed improvement projects were developed to mitigate flooding for the
100 -year storm event
2013-2015
All other study areas identified in the SWMP were analyzed using other methods, including: the evaluation
of previous conceptual modeling of flood reduction improvements, Hydraflow storm sewer modeling,
PROJECT TEAM
and hydrologic and hydraulic calculations. All study areas included at least one recommendation
Michael Burke, PE
for flood improvements and an estimated cost for each project. In addition to addressing local flood
Project Manager
areas, the SWMP analyzed the Buffalo Creek Floodplain, which contains 87% of the total structures in
Thomas Burke, Jr., PhD, PE
the Village's FEMA regulatory floodplain. CBBEL identified projects to reduce flooding along Buffalo
QA1QC
Creek as well as reduce the number of homes in the regulatory floodplain. CBBEL also performed
Bryan Luke, PE
an assessment of the Village's current NPDES program and made recommendations to bring it in
Civil Engineer
compliance with the proposed ILR40 permit due to be released in 2015.
CLIENT
SERVICES INCLUDED:
Village of Wheeling
Dan Kaup
Hydrologic and hydraulic analyses of 11 study areas
Director of Public Works
. Preparation of detailed XPSWMM 2D models
847.279.6901
dkaup@wheelingil.gov
• Assistance in development of Village stormwater utility fee
- Preparation of SWMP report and cost estimates
FUNDING SOURCE
Local
- SWMP Village Board Presentation
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 56
PROJECT TYPE CBBEL developed several levels of drainage improvements to reduce the
risk Of future flooding to both structures and transportation infrastructure
stormwater Management in historically flood prone area throughout the Town,
A.a Environmental
he Town of Merrillville (Town) has become a leader among Northwest Indiana communities
Phase I Engineering for managing stormwater quality and quantity. To effectively address stormwater
„
Tmanagement needs and reduce flooding throughout the flood prone areas, the Town's
Stormwater Management Utility retained CBBEL to develop a Stormwater Master Plan. The
�y Phase II Engineering master plan summarizes the findings of detailed analyses while providing justification for
00 �1�`t, capital improvement projects in a prioritized manor and provides recommended improvement
Phase III Engineering
projects and associated costs. This master plan is an update to the 1987 stormwater Master
"d Plan and includes detailed hydrologic and hydraulic modeling of the developed portions of
the Town to identify existing flood damage areas and water quality problem areas, verify
2013 ® Present adequacy of existing hydraulic structures and pinpoint areas of channel erosion.
PROJECT TEAM The master plan provides identification of proposed improvement projects to be used for
Darren Olson, PE reference when grant or funding opportunities become available. Chapters of the master plan
Project Manager can be used to supplement grant applications in short order for previously identified projects
should a funding opportunity become available. The scope of the master plan included the
Thomas Burke, Jr., PhD, PE
QA/QC development of an all-inclusive Geographic Information System (GIS) database for the Town,
presentations to the Town prioritization of projects and assistance for funding mechanisms.
David Buckley, PE
Project Engineer CONSTRUCTED PROJECTS:
Michael Burke, PE
Water Resource Engineer Ross Meadow Farms Drainage Improvements (2015)
CLIENT Taft Street Drainage Improvements (2011)
The Town of Merrillville
Matthew Lake ONGOING CONCEPTUAL DESIGN PROJECTS:
Executive Director - Stormwater Utility Meadowdale Flood Storage (2017-2018)
219.472.8668
mlake@merrillville.in.gov Hickory Ridge Flood Control Project (2017)
FUNDING SOURCE
Local
i
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 6001 Rosemont, IL 600181 T: 847.823.05001 cbbeII„;corm 57
58
As our Project Experience demonstrates, we have completed many Stormwater
Master Plans (SMP) throughout the Chicago area in the last five years. Each has
its own unique starting point; some started from "scratch", typically following a
particular damaging storm event. Many communities have done some level of
analysis in scattered problem areas. Few have done a comprehensive analysis
in recent years as the Village of Mount Prospect did in 2011. Therefore, we
understand this SMP to be unique in that our goals include understanding the
effectiveness of the work completed over the last decade rather than to catalog
deficiencies experienced in a particular storm event. We understand that at the
end of this process, the following key items will have been completed:
• Review the effectiveness of prior improvements as rainfall intensities increase
• Create a hydraulic model that can be used as a tool to evaluate potential
improvements and development scenarios
• Enhance the Village's GIS database and flood mapping capabilities
• Develop a feasible improvement solution for Basin 79C
We understand that there are other components listed in the RFQ, as well as other
needs and requests that will come up throughout the SMP process. The Scope of
Services described in the following section explains our process and approach to
this project. In addition to the listed task descriptions, we would like to highlight
the following topics:
We believe that no other firm can match our relevant experience with SMPs. While
we have provided our recent experience as requested, our SMP work since the
2011 event is even more comprehensive. Our SMPs have proven success as many
projects have been constructed and tested during storm events. Through this
experience we have established our modeling preferences which start by creating
a GIS database that holds all the data needed for modeling. If data is missing,
we prefer to "fill in the blanks" in the GIS prior to creating models. This allows for
111 i.IL.AM!", I"1111 AN cII3III3III' IILi 59
a more seamless transition between modeling and mapping of results and provides an improved GIS dataset for the
Village as a byproduct. Our first step on this project would be to review the available GIS data and to develop a plan to
obtain the minimum necessary data.
BASIN 79C
We understand from the RFQ that Basin 79C contains well known drainage problems and a priority for this study is to
develop a feasible, cost-effective improvement plan. At CBBEL, we routinely see projects through their entire lifetime
from concept development during the SMP process, to project design and plan preparation, and ultimately through
project implementation and construction engineering. Over the past few years, we've overseen the entirety of this
process in-house for projects totaling well over $100 million. We have complete confidence that a solution for Basin
79C can be developed that is feasible and constructable.
NVILIN11 11,1111141120 1,111111,12111,111,411 P�
Flooding on private properties is a particularly challenging issue as the definition of "flooding" can vary widely between
residents. Modeling of these flooding areas is no different from a roadway depression or other flooding within the
public right of way. However, implementation of solutions often becomes complicated as it may involves multiple
properties and interests. CBBEL provides municipal engineering services to many communities, and we often serve
as Village Engineer. We understand that these private property issues require significant resources and efforts from
Village staff. Our experience in these areas will assist with the evaluation of private property flooding, in particular
with the creation of a "toolbox" for residents as requested by the RFQ. We are continuously completing these types of
evaluations in nearby communities and providing recommendations for residents.
STORMWATER UTILITY FEE
We have worked on the creation of stormwater utility fees in many communities
in Illinois and Indiana. We know the process from beginning to end and can
provide our experiences to inform and guide the Village in its process. We most
recently completed the process for Lake Bluff this year. We have been working
on stormwater utilities for over 30 years and can provide the Village with the
information to know what funding is available through a stormwater utility based
on an average cost for Illinois communities.
11I i.IL.AMIIIII &l!' IIAOIJ. I AIAJIYA&,,,IMAS AN
A l l3 1 1 l':3 I II,111! I I L. 60
We have reviewed the Village's RFQ and have prepared
the following Scope of Services to demonstrate both our
approach to the project and a thorough point -by -point
response to the items in the Village's RFQ:
OVERVIEW
Task 1.1 - Existing Conditions Overview: As part of our
data review process, we will complete a detailed review
of the 2011 Comprehensive Stormwater Study and any
modeling from that study provided by the Village. We will
also review any design and/or as -built plan data from
various projects stemming from the 2011 study that
have been constructed. The purpose of this task is to
become familiar with the Village's system and any recent
improvements. The deliverable for this task will be a
summary memorandum that confirms our understanding
of the system, the recent work, any potential remaining
work, and any notable findings made during our review.
OUTREACH
Task 2.1 - Flood Questionnaire and Mapping: We
understand that the scope of the Public Outreach portion
of the SMP is to create the framework for an outreach
program that will be managed by the Village. We
recommend that CBBEL creates a Flood Questionnaire for
the Village's distribution at the start of the SMP. The 2011
Comprehensive Study included a thorough questionnaire
and outreach process, which will provide a good starting
point for comparison. The flood questionnaire will include
standard details such as flooding type, details, dates,
etc. It will also allow for resident feedback regarding the
improvements made since 2011. We will create the Flood
Questionnaire, which will be distributed and publicized by
the Village. The results from all questionnaires received
will be mapped using GIS and incorporated into the data
sources for the SMP.
Task 2.2 - Public Outreach Plan Development: The
scope of an outreach program can vary significantly.
Our experience ranges from lengthy, detailed outreach
programs using public relations consultants to simple
open house neighborhood meetings with residents. Under
this task, we will meet with Village staff to understand the
goals and expectations of the Public Outreach program.
Based on this discussion, we will create a recommended
Outreach Plan. We envision the deliverable for this task
to be a memorandum that describes the components
of the plan and recommended timing or intervals that
correspond to the schedule of the SMP.
MODELING AND ANALYSIS
Task 3.1- GIS Database Development: Our preference for
all SMP studies is to start with a thorough GIS database
of the stormwater system prior to initiating any modeling
efforts. This simplifies the modeling process and provides
a stand-alone GIS deliverable at the end of the process
that is beneficial to the Village. We will review the Village's
GIS data, which we understand contains linework and pipe
diameters for the sewer system but limited rim and invert
data. As part of this task, we will generate rim elevation
data using available digital surface information from
the County and the GIS structure locations. We will also
review any as -built plan data provided by the Village that
may provide invert data and incorporate that data to the
GIS database. We will do the same for as -built detention
basin information. We understand that the Village will
provide and obtain the pipe invert data for the missing
inverts. This can be a significant effort. As part of this
task, we will make recommendations on the minimum
invert data needed for a reasonably accurate model.
Often, key structures can be surveyed and the inverts of
intermediate structures can be assumed using constant
slopes. We will prepare and provide exhibits depicting our
recommendations.
a1iii..ii.. M!", viii iMOIJu i iii° iii.�iii':�� iii.�iii' n� II � ii iiiai °nrii' iii': ii�� ii t iii' ii��ii' iii°nr ii iii°iii' ii' AN ii3iiii' iii.. 61
Task 3.2 - Field Verification: The GIS database provided
will inevitably include questionable data that must be
field verified to have confidence in the data used for
modeling. For this task, we have assumed an appropriate
level of effort for field verification of existing data based
on our experience with similar studies. A water resources
engineer and appropriate support staff will investigate
and confirm key data. This task does not include obtaining
missing pipe inverts.
Task 3.3 - Topographic Surveying: We understand that the
Village may ultimately ask for assistance with obtaining
missing invert data. If necessary, we will use our survey
crews to obtain the data. This is considered a placeholder
task and we have not included any work effort for this task
at this time. Once the scope of the survey is defined, we
can provide the work effort.
Task 3.4 - Existing Conditions Model Development:
Using the relevant sewer system data collected in the
GIS database in the preceding tasks, we will create
stormwater models of the Village's storm and combined
sewer systems. We understand there are 144 previously
defined drainage basins within the Village; we will use
our judgement to determine the extent to which these
should be combined into one or multiple models. The
models will include the relevant pipe data, drainage areas
and hydrologic parameters, depressional storage areas,
detention basins, and overland flow routes. Depending
on the specific modeling needs of each system, we may
utilize 1D or 2D approaches to model the flow of water
across the surface. Our SMP models will typically include
all stormwater piping 12" in diameter and larger, however
if there are key storm sewers of smaller diameter, we
will include them. This may include rear yard drainage
areas, which we understand to be a significant concern.
The modeling will include rear yard depressional areas
identified by the Village as known flooding locations. This
task will create the existing conditions models used to
evaluate the Village's stormwater system.
Task 3.5 - Model Calibration: We understand that
Village will provide information on known flooding areas
and extents from specific storm events to be used for
calibration of the model. We understand there is no
specific elevation or flow data to be used for calibration
and the scope does not include obtaining flow data. We
will use the available data points for a general calibration
and confirmation of the accuracy of the model. We
will compare the model results for the known flooding
areas with the observed flooding, and if needed, adjust
model parameters to obtain an acceptable match. The
deliverable for this task will be a summary memorandum
which describes the calibration process and confirms that
the model is acceptable for flood mapping.
Task 3.6 - Flood Mapping and Current Level of Protection:
After the Village approves the model calibration, we will
simulate a range of flood events and develop flooding
depths and extents at all flooding areas. We will
coordinate with the Village to provide flood mapping data
in a preferred format. We understand from the RFQ that
an interactive map is desired. We envision a web -based
mapping through ArcGIS with the assumption that the
Village is already using this platform and has a web -based
Village interface. We will create a flood mapping layer for
each design storm that can be integrated to the Village's
system so that staff can view flood results as needed
throughout the Village.
Task 3.7 - Basin 79C Stormwater Analysis: A SM P covers a
large area and may sometimes not explicitly analyze specific
problem areas or include the level of detail needed to fully
understand a specific flooding problem. We understand
that Basin 79C requires the highest level of detail. As
part of this task, we will prepare the detailed modeling so
that we can properly assess all known drainage problems
including rear yard areas and private drainage systems.
Flood extents will be mapped throughout the basin and the
model will be reviewed to fully understand the causes of
drainage problems in this basin.
EVALUATION AND RECOMMENDATIONS
Task 4.1 - Basin 79C Improvement Plan: Following the
Basin 79C analysis, we will consult with the Village to
understand the goals and desired level of protection
for this basin. We will utilize the modeling completed in
previous tasks to develop improvement alternatives that
achieve the desired level of protection. Solutions may
include upsizing of storm sewers, new detention areas,
modifications to overland flow areas, or other solutions.
If any private properties will be impacted, those impacts
will be identified. A conceptlevel plan will be prepared.
Through consultation with the Village, a recommended
solution will be developed. An engineer's estimate of
probable cost will be prepared for the recommended
alternative.
Task 4.2 - Stormwater Capital Improvement Plan: We will
consult with the Village to understand the parameters
and desired level of flood protection for developing
improvement alternatives for the remaining areas of the
Village. The Village -wide modeling will be reviewed and all
surface flooding areas that do not meet the desired level
of protection will be targets for improvement projects.
We will utilize the modeling to develop improvement
alternatives as needed to achieve the desired results.
A-conceptlevel plan will be prepared for each alternative
and will be used to determine a budget -level estimated
construction cost.
Task 4.3 - Review Village Code, Ordinances, and
resident stormwater information for municipalities and
counties. We will use our experience and previous work to
prepare recommendations.
Task 4.4 - Green Infrastructure Plan and Review:
Green infrastructure can often be used as a "belt and
suspenders" approach to stormwater management; it will
typically not provide major flood relief, but can be used
to supplement other stormwater improvement projects
to address small problem areas while also improving
water quality. Green infrastructure can achieve many of
the initiatives described in the Greenest Region Compact
which the Village has adopted. As we develop Village -wide
infrastructure plans aimed at meeting a desired level
of flood protection, we will also look for opportunities
to incorporate green initiatives. These opportunities
may be within the right of way or on private properties.
We will develop a Village -wide plan that identifies
opportunities for green infrastructure. Our review will be
based on available land, known needs, and feasibility of
construction and long-term maintenance needs. Modeling
of green infrastructure recommendations is not expected
and not included in our work effort. Also included in this
task will be a review of the effectiveness of permeable
paver systems and other infiltration -based detention
systems. We will utilize our experience with similar
work and projects in other municipalities to provide our
recommendations. This task does not include any in -field
testing of performance parameters.
Task 4.5 - Stormwater Utility Fee Feasibility Review: We will
utilize GIS data provided by the Village to become familiar
with the Village's zoning map and property classifications
and will incorporate the impervious coverage determined
in the modeling tasks to establish high-level parameters
associated with the implementation of a stormwater
utility fee. Based on this general understanding and the
magnitude of cost determined forthe Capital Improvement
Plan, we will review options for establishing a stormwater
utility fee. We will meet with Village staff to understand
preferences and explain options as they pertain to
establishing a stormwater utility fee. We understand this
task to be qualitative and to use our significant experience
in establishing utility fees to describethe process, highlight
pros and cons, and recommend next steps should the
Village decide to move forward. Our recommendations
will be incorporated to the final SMP report.
Maintenance Plans: We will review the Village's codes and Task 4.6 - Stormwater Toolbox: As requested in the RFQ,
ordinances for consistencywith other regulatory agencies, we will create a toolbox of measures intended to address
as well as to address particular concerns of the Village
such as sump pump and downspout discharges. We will various flooding conditions on both public and private
also review the Village's current policies and programs for properties. We envision this to be a high-level document
MS4 compliance and based on our familiarity with these that could be provided to residents as an initial tool to aid
regulations we will make recommendations for changes or in addressing private property drainage problems. This
enhancements to the programs. We have prepared many will be included in the SMP report but will be done in a
stormwater ordinances, technical guidance manuals and way such that it can be a stand-alone document.
...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
VHi.11..A&[I &l � AOUY "Ili lli 111 lli; °r 1 Ilya °rii iiia o M!,! llkf li;11 °r IAAS1!111Iliwlll..AN C ly ll i. 63
AND PRESENTATION
REPORT, MEETINGS,
Task 5.1 - Village Coordination Meetings: This task will
include routine coordination meetings with Village staff
as needed throughout the duration of the study. We have
assumed six routine meetings throughout the study.
Task 5.2 - SMP Summary Report: At the conclusion of the
SMP process, we will prepare a summary report which
documents the study. The methodology and results of all
modeling analyses will be summarized and appropriate
narrative, exhibits, output, and backup calculations will
be included.
Task 5.3 - Public Presentation: Although not specifically
requested by the RFQ, the SMP process typically includes
at least one public presentation to present findings and
recommendations. We will prepare one final Powerpoint
presentation and have assumed it will be presented at a
Village board meeting. If additional presentations or public
meetings are needed, the work effort will be adjusted or
they will be handled on a time and materials basis.
Aiiiiii.ii..A&[ &' iiAAUi iii° iii�iii ��Aiii�iii A°nr II A ii Aiii�iiA A°nrir iir� iiOAii AM!, iikfii ii °r iiAAA iii°iii ii iiii XY Aiii: 111 iii. 64
NO 11
'' uuuuuuur 'li uuuuuui Vuuuuuur
The Village's RFQ included a tentative schedule for the entire SMP process. This schedule showed the bulk of the work
to be completed in a 5 -month period starting at the end of July 2023 and the entire process to be completed in 9
months. In our experience, this is a very compressed schedule. While our deep staff of 21 water resources engineers
allows us to assign greater staff resources to a project than our competitors, there are aspects of the SMP process
that normally require public participation and therefore often have longer timelines. A Stormwater Master Plan typically
takes approximately 12 to 18 months for completion assuming all data is available at the start of a study. This allows
for additional resident input after intermediate presentations of findings. Acquiring pipe invert data for this study
will delay the start of the modeling tasks. We look forward to discussing the schedule with the Village to understand
if there are any critical dates or events driving the tentative schedule and will work to create an acceptable project
schedule. For instance, tasks such as the evaluation of codes and ordinances or the stormwater utility fee evaluation
may be started earlier in the study than normal. However, these tasks often benefit from knowing the results of the
modeling tasks and Capital Improvement Plan recommendations.
We have created a 12 -month project schedule showing our anticipated timing of tasks. As we learn more about the
Village's expectations and key dates, the schedule can be adjusted as needed.
iiiiii.ii.. & 111 N!!AfiOtflyiii° iiRiiROSiRi, r II iii iii ii "nrii' iiia ii&IRNA i, iikfii' iiY'r ii'AAS i1!111 ' iii' iii.. AN ii3iii3iii' iii.. 65
V A �
66
JULY
AUG
SEPT OCT NOV
DEC
JAN
FEB MAR
APR
MAY
JUNE
JULY
DATA REVIEW\\\
OUTREACH PROGRAM
\\\\\\\\\
DATA ACQUISITION (BY VILLAGE)
\\\\\\\\
GIS DATABASE & MODEL DEVELOPMENT
MODEL CALIBRATION
\\\\\\
FLOOD MAPPING/LEVEL OF PROTECTION
\\
BASIN 79C IMPROVEMENT PLAN
STORMWATER CIP
\\\\\\\\\\
REVIEW VILLAGE CODE, ORDINANCE,
AND MAINTENANCE PLANS
GREEN INFRASTRUCTURE PLAN/REVIEW
STORMWATER UTILITY FEE FEASIBILITY
REVIEW
STORMWATER TOOLBOX
\\\\
SMP SUMMARY REPORT (INCLUDING
VILLAGE REVIEW)
FINAL PRESENTATION
\\\\\
66
\`
MOUNT PROSPECT STORMWATER MASTER PLAN
FEE BREAKDOWN
Budgeted Labor Hours
Item Description
/ / / \ L
6 6 0) O
C C C 2
W W W W
J J J J o
W W W W
CO m m m J
v v U v
$ 265.00 $ 220.00 $ 180.00 $ 135.00
Hourly Rate
Tasks
i
i
Total Cost
Overview
1.1 Existing Conditions Overview
1
4
12
24
$
6,545.00
Outreach
2.1 Flood Questionnaire and Mapping
1
1
4
16
$
3,365.00
2.2 Public Outreach Plan Development
4
10
22
18
-
$
9,650.00
$
-
Modeling and Analysis
3.1 GIS Database Development
4
24
120
-_ -
$
21,400.00
3.2 Field Verification
8
64
-
$
10,080.00
3.3 Topographic Surveying
0
6
0
12
18
$
2,940.00
3.4 Existing Condtions Model Development
4
16
160
320
$
76,580.00
3.5 Model Calibration
4
80
24
_
$
18,520.00
3.6 Flood Mapping and Current Level of Protection
4
8
40
80
-
$
20,820.00
3.7 Basin 79C Stormwater Analysis
4
24
80
80
- _
$
31,540.00
Evalulation and Recommendations
4.1 Basin 79C Improvement Plan
2
16
80
24
$
21,690.00
4.2 Stormwater Capital Improvement Plan
12
40
120
120
$
49,780.00
4.3 Review Village Code, Ordinance, and Maintenance Plans
4
12
24
12
_
$
9,640.00
4.4 Green Infrastructure Plan and Review
4
12
40
24
$
14,140.00
4.5 Stormwater Utility Fee Feasibility Review
24
8
4
24
-
$
12,080.00
4.6 Stormwater Toolbox
2
8
8
16
$
5,890.00
Stormwater Master Plan. Report, Meetings, & Presentation
5.1 Village Coordination Meetings
16
32
32
$
17,040.00
5.2 SMP Summary Report
8
12
40
40
$
17,360.00