00 - Divider Tabs smp - Park Ridge · 2016-07-27 · CITY OF PARK RIDGE 2017 STORMWATER MASTER PLAN...

Civil/Site Engineering

Transportation Engineering

Municipal Engineering

Construction/Resident Engineering

Stormwater Management

Structural Engineering

Environmental Services

Water/Wastewater Engineering

Natural Resources

CITY OF PARK RIDGE

2017 STORMWATER

MASTER PLAN PW-FY17-05

DUE: JUNE 7, 2016 AT 10:00 A.M.

CONTACT: ANTHONY BRYANT, P.E.

1979 NORTH MILL STREET, SUITE 100 NAPERVILLE, ILLINOIS 60563

630.420.1700 [email protected]

1979 North Mill St., Suite 100, Naperville, IL 60563753 Windsor Road, Charleston, IL 61920

208 LaSalle Street, Suite 1705, Chicago, IL 6060410769 Broadway, Suite 148, Crown Point, IN 46307

4580 Klahanie Drive SE, Suite 293, Issaquah, WA 98029

www.esiltd.com

TABLE OF CONTENTS

CITY OF PARK RIDGE

2017 STORMWATER MASTER PLAN PW-FY17-05

2017 Stormwater Master Plan

PW-FY17-05

1. Letter of Interest

2. General Firm Qualifications

Firm Information

Company Profile

QA / QC Program

Litigation Statement

3. Key Qualifications

Personnel Introductions

Organizational Chart

Resumes

4. Project Understanding and Approach

5. Municipal Client References

Total Project Cost

Under Separate Cover

CITY OF PARK RIDGE 2017 STORMWATER MASTER PLAN

Tab 1: Letter of Interest

TA

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Letter o

f Interest

1979 N. Mill Street, Suite 100, Naperville, Illinois 60563 phone 630.420.1700 fax 630.420.1733 www.esiltd.com

Mr. Shawn Hamilton June 6th, 2016 City Manager City of Park Ridge City Hall 505 Butler Place Park Ridge, Illinois Re: 2017 Stormwater Master Plan PW-FY17-05 Dear Mr. McGuire:

ESI Consultants (ESI) is pleased to submit our proposal to perform the professional engineering services required for the 2017 Stormwater Master Plan. We have highlighted our firm’s qualifications to deliver this project for the City. The City will benefit by selecting the ESI because:

It Is All About Our People - With locations throughout the state and a Naperville home office, ESI Consultants, Ltd. has the depth and breadth of professional staff who are more than qualified to develop this Stormwater Master Plan. It is important to consider is not only the Quality of staff you are getting by selecting ESI, but also, and perhaps more importantly, is the Commitment of the assigned staff to the City of Park Ridge. It is our people that make the difference. As a firm and as individuals, we are committed to providing quality service which will enhance the City of Park Ridge.

Our Award Winning Approach - We can guarantee that we will use the same approach that we have used on award-winning projects such as the First Street Redevelopment in St. Charles and the Long Grove Downtown Master Plan:

We will listen. This may seem simple but it is often missed on projects. We know the engineering. But we are experienced enough to understand that we do not know everything there is to know about a project, nor do we know all the issues that are to be addressed. That is why from the very start we will listen.

We will look at the big picture. We will look at how to best address a project from a regional basis, not simply as an isolated location. Each location has different impacts on a broad area including nearby neighborhoods, commercial areas, and schools. This method will result in a better solution and a better community.

We will look for creative solutions. We use our experiences and the additional knowledge we gain by listening to develop creative solutions. Our experience with green and grey infrastructure, along with numerous innovative solutions that we have employed on past projects will be considered along with custom alternatives for each area.

Excellence in Service with Integrity – this is our core belief. It is, in fact, what ESI stands for.

We have provided you with four copies and one electronic copy of our Proposal, as well as a separate cost proposal. If you have any questions or comments, please feel free to contact us at (630) 420-1700, Ext 2102; or by e-mail at [email protected].

Sincerely, ESI CONSULTANTS, LTD. Anthony Malone, P.E. Anthony Bryant, P.E. Vice President Project Manager

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Tab 2: General Firm Qualifications

Firm Information Company Profile

QA / QC Program Litigation Statement

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Firm

Qu

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FIRM INFORMATION

CITY OF PARK RIDGE


ESI Consultants, Ltd. (ESI) was established in 2003 as a general civil and consulting engineering firm. Since then we have grown to include three offices (Naperville, Chicago and Charleston) which serve Illinois and surrounding areas as well as offices in Washington and Indiana. ESI provides a broad range of Engineering, Architecture and Program Management Services with a focus on municipal and government clients. ESI is IDOT prequalified in 21 different categories for related transportation/municipal work including construction inspection and has an IDOT rated capacity of over $18 million per year. We invite you to visit our website at www.esiltd.com to get a more in depth review of some our capabilities and project experiences.

We will service this project from our main office at 1979 North Mill Street, #100, Naperville, Illinois 60563.

ESI and key project personnel have the depth and experience to work with the Village’s staff in providing critical insight to their engineering issues and buildable, cost effective solutions. This perspective is demonstrated by the range of our work for various municipalities and public agencies. Ninety percent of our revenue is generated from local government clients such as IDOT, DuPage and Kane Counties and municipalities such as Long Grove, Lombard, Wilmington, Lemont Park District and Champaign among others. ESI recently celebrated our 13 year company anniversary of focusing on what we believe in - “Excellence in Service with Integrity” and we always wanted these words to be our guiding principles. What better way than to include them in our name- ESI.

Our company is led by founder and President Joseph Chiczewski, P.E. Joe has over 33 years of experience in transportation and municipal design and planning. As the company’s senior executive, he oversees long range planning and marketing strategy and leads business development efforts while maintaining a technical role in our Municipal projects.

ESI’s core capabilities include the following disciplines:

Stormwater Management Design and Permitting (6 staff members)

Construction Engineering Services (10 staff members)

Local Street and Highway Design (9 staff members)

Municipal (8 staff members)

Structural Engineering Capabilities (5 staff members)

Sediment and Erosion Control Design & Compliance Inspection (4 staff members)

Program Management Services (5 staff members)

ESI prides itself in planning before proceeding on a project. The specific scope of service for each project is reviewed and a project schedule and anticipated fees are then developed for ESI to best present our understanding of what is being requested for a specific project and also for the Village to understand the effort and costs involved to meet their request. In summary, we have found that with proper planning, highly qualified staff and diligent project management, we have been successful in completing our client’s projects within budget and on time.

To date, we have not defaulted on, nor have we had any projects terminated outside normal contractual milestones.

COMPANY PROFILE

www.esiltd.com

ESI Consultants, Ltd. Principals

o Joseph Chiczewski, P.E., President o Anthony Malone, P.E., Vice President o David Clark, P.E., Vice President o Kevin Hayes, P.E., A.I.A. Vice President

Office Locations: Illinois

o Naperville (630) 420-1700 o Charleston (217) 348-1900 o Chicago (312) 277-1700

Washington o Sammamish (206) 200-2095

Indiana o Crown Point (219) 281-2818

Licensed for Structural and Professional Engineering and Surveying. Our subsidiary Eco Solutions, Inc. is Licensed in Architecture.

ESI is an S Corporation founded in 2003 Illinois with approximately 50 technical and support staff. Our principals / staff associations include the following: AIA, APWA, ACEC, IRTBA, ITE, IAFSM, SEAOI, IAPD, IML, AWWA, CMAA, IPLS, NSPE, various local organizations.

Professional Services:

Municipal Engineering Structural Engineering Transportation Engineering Water/Wastewater Engineering Construction Engineering Civil/Site Engineering Natural Resources Environmental Engineering Parks & Recreation Facilities Stormwater Management Architecture (Eco Solutions, Inc.) Surveying Services

The mission of ESI Consultants, Ltd. is to provide professional planning, design, construction, infrastructure, environmental, architectural and engineering services to public, private, and institutional clients. We accomplish our mission through our core values of: Excellence in our people, Service of the highest quality, and Integrity in client relationships, community support, and environmental stewardship.

Illinois Pre-Qualifications: Illinois Department of Transportation Prequalified in Airports - Design, Environmental Reports - Environmental

Assessment, Highways – Freeways & Roads and Streets, Hydraulic Reports - Pump Stations, Waterways: Complex & Typical, Location Design Studies - New Construction/Major Reconstruction & Reconstruction/Major Rehabilitation & Rehabilitation, Special Services - Construction Inspection, Sanitary & Surveying, Special Studies – Feasibility, Location, Drainage, Safety, Traffic Signals, Traffic Studies, Structures - Highway: Advanced Typical, Simple & Typical

Capital Development Board in Architecture, Structural Engineering, Civil Engineering Stormwater Review Specialists and Enforcement Officers Designated Erosion Control Inspector; Internationally Certified Prof. in Erosion and Sediment Control

Indiana Pre-Qualifications: Indiana Dept. of Transportation Prequalified in Traffic Data Collection; Topographic Survey Data Collection; Non-

Complex Roadway Design; Regular Bridge Inspections

Recent Awards: APWA Public Works: Project of the Year – Crescent Boulevard Improvement Project ACEC Engineering Excellence Award – West Ridge Nature Preserve ACEC Engineering Excellence Award – I-88 IL 56 to Orchard Road ACEC Engineering Excellence Award – Interstate 294 at Interstate 290/Illinois Route 64 ACEC Engineering Excellence Award – Long Grove Historic Downtown Master Plan and Streetscape ACEC Engineering Excellence Award – Long Grove Community Water System ACEC Engineering Excellence Award – Archer Rd. & Parking Lot Reconstruction ACEC Engineering Excellence Award – Danville Stadium and Parking Lot Reconstruction ACEC Engineering Excellence Award – First Street Streetscape Redevelopment, St. Charles APWA Public Works: Project of the Year for Environment – First Street Redevelopment Project of the Year, Chicago for Jackson Drive Bridge “Best of Naperville” Award for Civil Engineering

3-Time Zweig Group Hot Firm Award Winner! Business Hall of Fame Award – Best of Naperville Awards for Civil Engineers

CITY OF PARK RIDGE


QUALITY ASSURANCE / QUALITY CONTROL PLAN

FOR

2017 STORMWATER MASTER PLAN

Prepared For:

Department of Community Development

City of Park Ridge

SAMPLE ONLY

Submitted By:

ESI Consultants, Ltd.

Contact person

Anthony Bryant, P.E.

630.420.1700

DATE:

June 7, 2016

1

TABLE OF CONTENTS

QUALITY ASSURANCE / QUALITY CONTROL PLAN Section Page I. Project Plan ........................................................................................................................... 2

A. Time Schedule ................................................................................................................ 2 B. Staff-hour Budget ........................................................................................................... 2

II. Project Control ....................................................................................................................... 2 C. Organization ................................................................................................................ 2 D. Scoping/Field Checks ................................................................................................. 3 E. Submittals ....................................................................................................................... 3 F. Design Calculations ........................................................................................................ 3 G. Computer Inputs/Outputs ............................................................................................ 4 H. Documentation of Decisions and Directives ............................................................... 4 I. Project Records .............................................................................................................. 4 J. Compliance Statements ................................................................................................. 4

2

The City of Park Ridge has retained ESI Consultants as the Engineer to provide professional

services required to prepare 2017 Stormwater Master Plan. This report presents the quality assurance/quality control (QA/QC) plan to be followed through all elements of Project.

The ESI team approach reflects the broad knowledge base and experience of the team leadership. ESI will emphasize an integrated approach involving project studies, public relations, engineering, environmental studies and traffic studies as a true advocate of the City of Park Ridge. The team’s vision is to provide the framework for cost effective, practical management of this project to yield high efficiency solutions and innovative ideas that meet and exceed the City’s core directives, which will also be well received by the public.

I. Project Plan

A. Time Schedule

At the Project Kick-Off meeting a Project Schedule with milestones will be presented to the City for approval. As part of this QA/QC plan the schedule of the project will be tracked and, prior to significant milestones, updates will be sent to the City to confirm that the project is on or ahead of schedule, or if certain elements are not why they are not and what measures will be taken to ensure that they get back on track.

B. Staff-hour Budget

Staff hours and budget will be developed during the project negotiations and by reference are made a part of this QA/QC Plan. The budget will be tracked with ESI’s Ajera * (*trademark) accounting system with details by the overall contract number, the detailed work assignment / PO (sub- contract number if needed), task (billing group) that allows tracking of each line item in the contract and phase which allows for more detailed tracking of the services performed. This is updated WEEKLY so the project manager has the ability to track and monitor progress on a weekly basis. On a monthly basis, the overall project is review for budget and schedule compliance so that corrective action may be taken if necessary. A progress report is provided with each invoice to the client and any changes in scope or potential adjustments are flagged for review. With this managerial accounting system tracking and feedback system we are able to make corrective actions if needed. Additionally, as appropriate, this allows for revisions to scope or changes to be processed in a timely manner.

II. Project Control

C. Organization

The project QA/QC Engineer and his team members will review each product prior to submittal to Park Ridge. Various checklists as described below will be utilized in these reviews. The QA/QC reviewers will not be involved in the day-to-day preparation of the project studies and plans.

3

ESI will review all products provided by sub-consultants. Some of the sub-consultants will also review the products of other team members. Additionally, MS Project (or similar) project management software may be utilized to maintain project schedules. Furthermore, ESI will track project costing with project accounting software. Each task will be allocated a budget. Task budgets will be reviewed monthly. Significant overages or changes in the scope of services will be brought to the attention of the City’s project coordinator as soon as appropriate.

D. Scoping/Field Checks

The basic elements to be reviewed and evaluated during the initial field investigations will include, but not be limited to, the following:

Confirmation of project limits and included elements Structure and facility condition Key design issues Unsafe conditions Handicap accessibility Environmental considerations Project evolution to date including Resident and City concerns

A photographic log of the existing site conditions will be prepared for the limits of the detailed study areas. These area include locations where concept plans are being prepared for the 5-year CIP Plan.

E. Submittals

Key submittals for the project will include the following: Draft Stormwater Master Plan (Staff Review) Draft Stormwater Master Plan (City Review) Final Stormwater Master Plan

The following QA/QC procedures shall be used at each milestone submittal:

Under the direction of the QA/QC Engineer, reviews will be made of studies, calculations and reports prior to submittal to the City of Park Ridge.

All reviews will be made by individuals that have not been involved in the preparation of the documents.

Various checklists will be utilized in the review process

All reviewer comments will be addressed prior to document submittal to the City of Park Ridge.

F. Design Calculations

The procedure for the preparation of design quantities will be as follows: 1. Along with the design of a specific item the designer shall compute the quantities

involved with that item. 2. The full name of the designer and checker will be shown on the design and quantity

calculation work sheets.

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The procedure for the preparation of design calculations will be as follows: 1. Calculations will be prepared on calculation forms or presented as computer

printouts. 2. The preparer and the reviewer will sign and date the calculations.

G. Computer Inputs/Outputs

Designs, calculations, spreadsheets, etc. prepared in a computer format will be checked by an independent reviewer for logic and accuracy of both input and output. The review will be accomplished by one or more of the following procedures:

A hand calculation.

An analytical solution or approximation.

A verified program designed to perform the same type of analysis.

A comparison with a test case provided by the vendor of the program.

H. Documentation of Decisions and Directives

Decisions and directives will be recorded in one or more of the following forms:

Letter

Meeting minutes

Memorandum

Telephone log

E-mail (hard copy will be made) Hard copies of all decisions and directives will be maintained in a designated section of the central filing system for the project by the Project Administrator.

Decisions and directives will be distributed to the City of Park Ridge and the required team member staff within one working day of the time of the decision or directive.

I. Project Records

Any project records including decisions and directives, field notes, photographs, plans, calculations, test results, computer printouts, correspondence, reports, etc. will be maintained in a central filing system or drawing drawer by the Project Administrator. The central file for this specific project will be divided into various categories with each category being maintained in chronological order.

The need for all documents to be neat and identifiable will continuously be stressed to all team members. Computer files will be backed up on a daily basis. Duplicates of key computer data will be maintained in a fireproof safe. All matters related to project records will be the responsibility of the Project Manager and the Project Engineer.

J. Compliance Statements

Accompanying each milestone submittal will be a letter stating that the submittal has been developed in accordance with the approved QA/QC Plan.

ATTACHMENTS

Attachment C

C-1

Proposed Project Schedule

Attachment D

D-1

ROUGH DRAFT

Consultant Quality Control Check Sheet

Location Date

Section Reviewer

County Signature

Our Job No.

Phase: Pre-Plan Preparation

Item

Y / N / NR Comment

Scope and Contract Reviewed

Commitments Reviewed

Field Review of Project?

Pictures taken of field conditions?

Design Criteria clearly defined

Historic Issues

Drainage Structural Information

Jurisdiction defined

Environmental Issues

Drainage Calculations

Attachment D

D-2

Page 2 Cont.

Phase: Pre-Plan Preparation

Item

Y / N / NR Comment

Right of Way

Easements clearly defined?

Pedestrian conditions defined?

Existing Utility data available

Utility conditions defined?

Existing Plans available

Existing Plans reviewed

Street Lighting conditions defined?

Brick Paver conditions defined?

Pavilion conditions defined?

Any visible missing project elements?

Any major discrepancies between design

and field conditions

Maintenance plan necessary?

Access to all property adequate during

Construction – costing issues

Does project appear to be constructible – staging costing issues

Attachment D

D-3

Consultant Quality Control Check Sheet

Route Date

Section Reviewer

County Signature

Our Job No.

Phase: Preliminary Plan Preparation

Item

Y / N / NR Comment

Kick-off Meeting with City to confirm scope. Prepare minutes.

Review Information from City

Coordinate with Utilities/JULIE

Perform Wetland Delineation

Perform Soil Exploration/Soil Borings

Topo Survey Coordination and Base Sheets

Perform IHPA Consultation Termination

Perform EcoCAT Consultation Termination Perform Hydrologic and hydraulic models to determine existing capacity of storm sewer and required capacity.

Prepare calculations for wet well size and pump characteristics

Investigate if larger pipes to store water is beneficial to the system

Research Pump Pump Station Site Layout and Forcemain Alignment. Determine if electrical cabinet should be raised.

Preparation of preliminary opinion of construction costs

Coordinate with Funding Sources and prepare an overview Meet with City staff to review preliminary design (30% submittal) , Prepare minutes

Meet with City and Residents

Attachment D

D-4

Page 2

Phase: Final Plan Preparation

Item

Y / N / NR Comment

Final Plans

Cover Sheet

General Notes and Legend

Plan and Profile Sheets (Est 5)

Electrial Site Plan, Schematics, Schedules and details

Lift Station Plans (2 Sheets) Design of raised slabs for generator and control panel , wet well and valve vault

Erosion Control Plans

Details Project Manual including Front End Documents and Technical Specifications

Preparation of opinion of construction costs

65%, 95% and 100% submittals to City

Revisions to Documents

Up to 3 Meetings with City Staff

Public Information Meeting, Preparation and Minutes

Coordinate with ComEd for new service

Page 3

COMMENTS

1979 N. Mill Street, Suite 100, Naperville, Illinois 60563 phone 630.420.1700 fax 630.420.1733 www.esiltd.com

June 7, 2016 Mr. Shawn Hamilton City Manager 505 Butler Place Park Ridge, Illinois 60068 Re: Litigation Mr. Hamilton: The firm has had no involvement as a debtor, defendant or respondent in any legal action, or named insured for which a claim has been paid within the past five years, except as identified in the attached page. If you have any questions concerning this matter, please call me at (630) 420-1700. Sincerely, ESI Consultants, Ltd. Joseph Chiczewski, P.E. President

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Exceptions:

1. Jorge Cabrera v. City of Chicago, et al. Circuit Court of Cook County, Illinois, Case

No. 2011 L 9036 This is a personal injury case wherein the plaintiff is seeking monetary damages for a worksite injury. ESI Consultants, Ltd. is covered by insurance for this case. ESI Consultants, Ltd. requested and was granted a summary judgment for dismissal from this case on 3/7/2014. The case has been closed.

2. Mary Kriete-Green v. Martin Montelongo, et al., Circuit Court of Cook County, Illinois, Case No. 11 L 9979 This is a personal injury case wherein the plaintiff is seeking monetary damages for death of her husband who was working on the roadway improvement project. ESI Consultants, Ltd. was not involved in monitoring the deceased worker and was not involved in the design plans related to this roadway project. A settlement was reached in the case prior to litigation. ESI Consultants, Ltd. is covered by insurance for this case.

3. Galena State Bank and Trust Company, Elizabeth Banking Center f/k/a The Elizabeth State Bank, an Illinois Banking Corporation v. St. Annapelago Properties, LLC. The underlying case is a foreclosure action versus St. Annapelago Properties, LLC, the owner/developer of a failed development in Jo Daviess County. ESI Consultants sued St. Annapelago Properties, LLC, for approximately $160,000 in unpaid engineering fees. St. Annapelago Properties, LLC, in turn sued ESI Consultants, Ltd. alleging deficiencies in the project design work. ESI Consultants, Ltd. was granted a favorable judgement in the case on May 29, 2015. The case has been closed.

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Tab 3: Key Staff Qualifications

Personnel Introductions Organizational Chart

Resumes

TA

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Key S

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ns

KEY STAFF QUALIFICATIONS

CITY OF PARK RIDGE 2017 STORMWATER MASTER PLAN PW-FY17-05

PERSONNEL INTRODUCTION

The ESI Consultants, Ltd team is led by Anthony Bryant, P.E. as our proposed Project Manager. Mr. Bryant has over 17 years of experience in civil and stormwater design and engineering. His background in municipal engineering includes exceptional strength in stormwater management and design, stormwater review, hydraulic modeling, master planning, and Phase 1 and 2 design engineering. Notably, his experience includes developing capital programs for communities, so his is very familiar with alternative funding sources and is able to support Park Ridge in its efforts for additional funding. His past work includes the implementation of several successful stormwater management projects for the municipalities of Mount Prospect, Elgin, Westmont, Downers Grove, Rantoul, and the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC); so you have a proven engineering leader working as your advocate.

And while Mr. Bryant has an extensive background, we of course have an excellent, proven team supporting this project for each key element. Overall support for this effort is provided by a full team with engineering expertise. The enclosed organizational chart illustrates the overall team with additional support from other personnel provided as necessary. The key team members include the following persons in addition to Anthony Bryant:

Project Engineer – Brandt Zentner – Mr. Zentner has the experience and capabilities of a stormwater engineer, but also bring the practicality of a resident engineer to the team. He is a Certified Floodplain Manager and Erosion Control Specialist and also had extensive experience in the field managing construction projects. Using this knowledge he will help the team proposed innovative, yet constructible and cost-effective projects.

The project is also supported by Anthony Malone, P.E. Mr. Malone has over 33 years of experience including numerous successful municipal stormwater management projects throughout the region. His background in municipal engineering includes exceptional strength in local roadway projects, sanitary sewer, water main and stormwater design. Mr. Malone also has experience with developing capital improvement projects and identifying alternate sources of funding.

Technical advising and oversight will be provided by Joe Chiczewski, P.E. of ESI. Mr. Chiczewski has over 30 years of experience including a broad range of projects throughout the region. His role will include assuring overall client satisfaction (with Mr. Malone), assuring that the plans and specifications have followed our Quality Assurance Protocol and as a further assurance that the project stays on schedule and on budget.

The attached Organization Chart and Individual Resumes provide further clarification and details on similar representative projects that our proposed staff has successfully completed in the past.

2017 Stormwater Master Plan

Project Manager


Technical Advisor

Joseph Chiczewski, P.E.

QA/QC/ Principal In Charge

Anthony Malone, P.E.

City of Park Ridge

DESIGN

Drainage Engineer

Brandt Zentner, CPESC, CFM

Design Support

Stephen Moy

Greg Hickey, E.I.


www.esiltd.com

Mr. Bryant’s has over 18 years of civil engineering experience that includes stormwater management design, green infrastructure design, storm sewer design, stormwater master plans, stormwater analysis and drainage systems. Mr. Bryant has also developed numerous Phase I project development reports for roadway and sidewalk improvements. He is familiar with funding requirements and has prepared numerous grant applications for various communities.

Education: Valparaiso University Bachelor of Science, Civil Engineering, 1997

Registration: Professional Engineer Illinois 062-056612

Selected Project Involvement

MWRD Natalie Creek Flood Mitigation Project, Midlothian, Illinois - Project included the analysis, design and plan preparation for the mitigation of flooding issues within the Village of Midlothian. Served as Assistant Project Manager and lead design engineer for the design of stormwater management solutions to increase the flood protection level of several neighborhoods from 2-year to 25-year. Provided cost/benefit analysis using MWRD methods to determine the most cost-effective solution. Also performed calculations, stream analysis, public meetings and outreach, and cost estimates for the project. Additionally, assisted the project manager with client coordination, project coordination and permitting.

Stormwater Review Services, Oak Brook, Illinois – Since 2004 has assisted the Village with its stormwater permit reviews for conformity to the DuPage Countywide Stormwater and Flood Plain Ordinance and the requirements of the Village. This project involves detailed site and stormwater management review of Special Management Areas defined as wetlands and floodplain/floodway for new development.

Stormwater Review Services, Northfield, Illinois - Has assisted the Village of Northfield with its stormwater permit reviews for conformity to Village ordinances since 2004. This project involves detailed stormwater management review of above and below ground detention basins, storm sewer analysis and best management practices.

Storm Drainage Study Master Plan, Rantoul, Illinois - Project which entails the development of a master stormwater study for the Village of Rantoul. This study includes development of a general watershed map, determination of flows in each delineated sub-area, analysis of existing storm sewer and detention facilities, and design of proposed storm sewers and detention basins as required to alleviate drainage concerns within the Village. Provides storm sewer analysis, detention basin design and watershed analysis. Hydroflow was used to analyze the existing storm sewer system and design the proposed system.

Stormwater Review Services, Westmont, Illinois - Has provided stormwater review services for the village of Westmont since 2003, assisting the Village with its stormwater permit reviews for conformity to the DuPage Countywide Stormwater and Flood Plain Ordinance and the requirements of the Village of Westmont. This project involves detailed stormwater management review of above and below ground detention basins, storm sewer analysis and best management practices. Has completed reviews for over 100 developments in the Village.

Stormwater Review Services, Downers Grove, Illinois - Assists the Village with its stormwater permit reviews for conformity to the DuPage Countywide Stormwater and Flood Plain Ordinance and the requirements of the Village. This project involves detailed site and stormwater management review, including review VCBMPs, PCBMPs and of Special Management Areas defined as wetlands and floodplain/floodway for new development.

IL 136 Storm System Drainage Analysis, Rantoul, Illinois - The project consisted of a drainage analysis of the IL136 mainline storm sewer system in Rantoul, IL. The intent of the study was to determine the full flow capacity of the system and the existing flow in the system during the critical 10-year storm event. Hydroflow storm system modeling software was used for the study of the existing system.

2013 Drainage Improvements Project, Mount Prospect, Illinois – Provided engineering services for drainage improvements including storm sewer upgrades and road reconstruction for approximately 1.2 miles of Village streets. The proposed storm sewer was designed to alleviate flooding concerns within the Hatlen Heights area of Mount Prospect. Sewers were design for a 25-year level of service with proposed sewer sizes ranging from 12-inches to 42-inches. Responsible for the final plans, specifications, and estimates for the project.

Mount Prospect Village-wide Drainage Assessment, Mount Prospect, Illinois - This assessment includes complete hydraulic modeling and drainage assessment of over 30 sub-basins in the Village. XP-SWMM modeling software is being used to determine the


www.esiltd.com

capacity of Village storm sewers, culverts, ditches, and detentions basins. Based on the results of the study, capital improvement projects will be recommended to address flooding concerns.

Stormwater Management and Detention for Multiple Sites, Chicago, Illinois - Provided stormwater management and detention basin design for several projects sites located in the City of Chicago for Peoples Energy. Projects included coordination with the City of Chicago, modeling, permitting, landscaping, design and construction of detention facilities in accordance with City of Chicago requirements.

Community-Wide Storm Sewer Study, Northfield, Illinois - Evaluated the entire Village with respect to the limits of existing systems and the neighborhoods that either lacked an effective drainage system or had none at all. Mr. Bryant developed the tributary boundary for each neighborhood in need of drainage improvements and developed the hydrologic characteristics necessary to analyze the existing system performance and to size the system required to meet the needs of the area residents. Conceptual plans and probable costs to construct these systems were prepared and included in a detailed report describing the needs of the various neighborhoods and the systems that would be necessary to provide them with an adequate drainage system. This study has provided the Village with a blueprint for its capital planning for years to come.

Miscellaneous Stormwater Management Projects, Northbrook, Illinois - This project included design engineering, permitting, construction layout, inspection and management services for the construction of three projects that are part of the overall Village Stormwater Management Plan. The three projects are the Cedar Lane Storm Sewer Extension, the Landwehr/Keystone Road sewer extension and the Midway/Whitfield intersection improvement. He was integral in performing project oversight, hydraulic calculations, storm sewer sizing and routing, attending public hearings, and preparation of the construction plan set.

Orchard Brook East Roadway Reconstruction, Downers Grove, Illinois – Provided engineering services for over 0.5 miles of roadway reconstruction and drainage improvements in a residential neighborhood. Several cul-de-sacs were reconfigured to improve access, green space, and drainage. Project was located within a floodplain. Improvements were made to the parkway, curb and gutter, and sidewalk. Responsible for new roadway and sidewalk configuration, storm sewer design and improvements to the local drainage.

Northwest Sewer and Outfall, Rantoul, Illinois - Project included improvements to a storm sewer accepting overflow from a retention pond in a residential neighborhood. Storm sewer discharges to a creek in a nearby agricultural field. Additional drainage and roadway improvements are included in the scope of this project. Responsible for stormwater modeling and sewer design.

Cumnor Road Improvements, Westmont, Illinois - Project included the full reconstruction and drainage improvements for a 1400-foot section of a residential road, including new curb and gutter, sidewalk, roadway lighting and underground storm sewer system. The existing roadway cross-section is to be widened, new sidewalk installed, pervious concrete pavement, and new storm sewer.

Wilmette Avenue Improvements, Westmont, Illinois - Project included the full reconstruction and drainage improvements for a 900-foot section of a residential road, including new curb and gutter, sidewalk, roadway lighting and underground storm sewer system. The existing roadway cross-section is to be widened, new sidewalk installed, LED Street lighting and new storm sewer.

MWRD Streambank Stabilization Project, Cook County, Illinois - Project included the analysis, design and plan preparation of erosion issues along several streambanks in Cook County. Also performed calculations, scour analysis, public meetings and cost estimates for the project. Additionally, assisted the project manager with client coordination, project coordination and permitting.

Isabella Drainage Improvements, Mount Prospect, Illinois – Project included design for 10,000 linear feet of combined relief sewer improvements and road reconstruction for approximately 2.0 miles of Village and IDOT roadways. Existing combined sewer has less than a 2-year level of service and new combined relief sewer will provide up to a 25-year level of service. Sewer intersects with two IDOT roadways and discharges directly into MWRD Drop Shaft No. 3. Responsible for drainage model, sewer design, permitting, cost estimates, and drafting. Assisted the Village in the bid process.

Blackhawk Drive Improvement Project Phase II Design, Westmont, Illinois - Phase II Design services were provided for the improvement of 2800 lineal feet of Blackhawk Drive. This improvement included complete roadway reconstruction, lane addition, closed drainage system, curb & gutter, sidewalks, water main replacement and lighting. Led the coordination effort with IDOT Local Roads to receive design approval of this project and performed the drainage and water main design for the project.

Adams Street, Ogden Avenue to the Village Boundary, Westmont, Illinois - Project included the preparation of drainage system design and analysis for the reconstruction of a local road in the northwest section of the Village. Work included complete removal and replacement of the existing pavement on moderately revised alignment and profile, replacement and upgrade of the existing drainage


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system, construction of new driveways and sidewalks, a new street lighting system and 1200 LF of new water main. Performed the design of the drainage system, applied for and obtained applicable permits and assisted all other design aspects of the project.

59th Street Improvement Study, Westmont, Illinois - Phase I Study for the improvement of 1200 lineal feet of 59th Street. This study determined the routing and preliminary design of the improvement which will include complete roadway reconstruction, closed drainage system, curb & gutter, sidewalks and lighting. Several alternatives were considered and presented to the Village of Westmont as part of this project. Aided the Village in securing funds from the STP program and the Village MFT fund.

Blackhawk Drive Improvement Study, Westmont, Illinois - Phase I Study for the improvement of 2800 lineal feet of Blackhawk Drive. This study determined the routing and preliminary design of the improvement which will include complete roadway reconstruction, lane addition, closed drainage system, curb & gutter, sidewalks and traffic signals. Several alternatives were considered and presented to the Village of Westmont as part of this project. Aided the Village in securing funds from the STP program and the Village MFT fund.

Williams Street Improvement Study, Westmont, Illinois - Project consisted of the Phase I Study for the improvement of 1275 lineal feet of Williams Street in Westmont, IL. This study determined the routing and preliminary design of the improvement which will include complete roadway reconstruction and widening, closed drainage system, curb & gutter and sidewalks. Several alternatives were considered and presented to the Village of Westmont as part of this project. Mr. Bryant also aided the Village in securing funds from the STP program and the Village MFT fund.

Sunset Ridge Road Drainage Study, Northbrook, Illinois - Drainage study of Sunset Ridge Road. Using the drainage program XP-SWMM, he modeled the drainage basin to determine the cause of flooding in the area. This project included surveying, XP-SWMM modeling and a report detailing three solutions to the drainage problem.

Huntley Road Improvement Study, Carpentersville and West Dundee, Illinois - Project included the drainage design of a Phase I project report that seeks to define deficiencies and propose improvements to a 2.5-mile stretch of Huntley Road between IL 31 and Randall Road in the northwest corner of Kane County. The project involved the reconstruction and widening of the existing roadway, new storm sewers, traffic signals, lighting and providing improvements to safety, aesthetics and pedestrian access. Oversaw the design of the proposed drainage system and development of the location drainage study report.

Riford Road / Crescent Boulevard Improvement Project, Glen Ellyn, Illinois - Project included the preparation of drainage design and analysis for the reconstruction of two local collector streets in the northeast section of the Village. Project phases involved the development of construction documents for portions of the proposed improvements. Responsible for the development and selection of drainage system alternatives.

Anthony G. Malone, P.E.

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Mr. Malone has over 31 years of experience involving municipal and stormwater design and construction. Education: University of Illinois at Urbana-Champaign Bachelor of Science, Agricultural Engineering Major: Structures University of Illinois at Urbana-Champaign Master of Science, Civil Engineering Major: Structures Registration: Professional Engineer: Illinois ; Indiana ; others Certifications: Lake County Stormwater Management Commission: Enforcement Officer Exam Kane County: Qualified Engineer Review Specialist

Professional Associations: American Public Works Association President, Fox Valley Branch Vice President, Fox Valley Branch Secretary, Fox Valley Branch Treasurer, Fox Valley Branch Awards Committee Member Selected Continuing Education: Future Perfect – 10 Rules to Sustain Public Rights-of-Way Guidelines Training ACEC Disaster Recovery & Business Continuity Design Tips for Detention Ponds Intersection Safety & Geometric Design Implementing a Sustainable Water Supply APWA NPDES Phase II Workshop for MS4s GIS Applications in Water Systems

Selected Project Involvement North Broadway Interim Pump Station and Force Main, Lombard, IL- Project Manager and lead designer for the design of a 43 cfs (19,300 gpm) stormwater pump station and 1,500 lineal feet of 36-inch forcemain within a residential area. Two 30 inch diameter axial pumps were installed in an existing wet well that operated with variable frequency drives. This arrangement allowed for the pumps to have a range from 2,900 gpm to 19,489 gpm. The project also included a precast concrete utility building with a structurally composite concrete sandwich wall panel. The project also included a diesel operated stand by generator sized to operate the entire system during a power outage.

Stagg High School Stormwater Lift Station - Design services were provided to the Consolidated High School District 230 through Studio GC in 2012 and 2013. The school was experiencing stormwater runoff backing up in a portion of the drainage system and running under a doorway to the gymnasium. A stormwater lift station was designed to collect the stormwater from the immediate area thereby removing it from the surcharging drainage system. The lift station was designed to pump water under the 100 year condition and had variable frequency drives to allow for the pumps to operate at a slower speed during smaller rainfall intensities. As standing water in the bottom of the wet well was a concern, self-priming screw centrifugal pumps were selected so the pumps could run in a dry condition, thereby allowing the water level to be lowered as low as possible.

Hydrology: Modified Rational Method ; Hydraulics: Rational Method

East Sewer Lift Station Improvements, Lanark, IL- The City was experiencing surcharging of the lift station approximately once a year for the last two years and desired to reduce or eliminate this condition. As this station served half of the City limits and had not been rehabilitated for several years, the City desired to rehabilitate the station as part of the improvements. The City had been notified that funds from the Illinois Capital Bill had been allocated to the City through a grant from the Illinois Department of Commerce and Economic Opportunity (DCEO). Responsible for the preparation of a concept plan meeting the needs of the City that could also be phased. During the first phase, it was proposed to replace the submersible pumps, pipe and hardware in the wet well, replace the electric components and bury the primary electric feed. Phase II included constructing a building for the controls and a new emergency generator. During the third and fourth phases, install five 20,000 gallon fiberglass underground excess flow tanks and piping system to allow the wastewater to backup in to the tanks during high flow conditions and then be released when the flows in the sewer system subsided.

Palm Beach International Airport, West Palm Beach, Florida – This complex stormwater management project included major modifications to make it more efficient and to expand it to meet the ever growing needs of the area. The entire airport was to be reconstructed in phases so as to maintain operations at the facility. Since the existing facility had been constructed prior to stormwater detention requirements being implemented, the new plan included large detention areas to meet the current requirements. Coordination was extremely important in the phasing plan to have the detention in place prior to new construction taking place. As the majority of the property was covered with pavement or buildings a significant amount of runoff was generated. In addition, South Florida has intense storms which cause flash flood conditions often. As flooding on the runways and taxiways could be catastrophic, the sizing of the drainage structures and piping was extremely important.

Riverfront Viability Study, North Aurora, Illinois- This viability study assessed the ability to restore portions of the Fox River frontage and provide a location for all residence to congregate and enjoy this natural resource. Within the limits of the Village of North Aurora, the Fox River is over 2 miles in length running north to south and splitting the Village into eastern and western portions. Services provided included evaluation of the potential for all properties/parcels along the river, coordination with other Village plans, confirmation of flood plain and floodway limits, modeling the


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river profile to determine what effects the proposed improvements would have on the river. A hydraulic model using HEC- 2 was used to confirm that the concept plan was viable and anticipated to be permit table by the Illinois Department of Natural Resources.

Hydraulics: HEC-2

Maple Avenue and Carpenter Street Storm Sewer Replacement, Downers Grove, Illinois- The project consisted of approximately 1,600 lineal feet of storm sewer ranging in size from 8 to 24 inch RCP and 100 lineal feet of 7’ by 10’ box culvert. In addition, a 17’ by 12’ concrete junction chamber was designed to connect the existing 11’ diameter pipe with the new 24-inch RCP and box section. The project also included raising the bottom of the existing St. Joseph’s Creek at the discharge point, along with permanent erosion control along the creek banks and bottom through the use of revetment mat and turf reinforcement mat.

Hydraulics: Rational Method

Plan Review for the Kane County Department of Water Resources- Reviewed the plans for the Maplehurst Subdivision Units 5 and 6. This subdivision was located in the northwest quadrant of Kane County. The subdivision had been originally platted prior to the County’s stormwater ordinance it became a challenge to find the space available to meet the detention requirements.

Plan Review for the Village of Orland Park- Reviewed Stormwater plans for the redevelopment of the Andrew Corporation Parcel. This parcel was subdivided into single family and multi-family residential lots. Although an existing wet detention area was proposed to be used, existing wetlands were proposed to be destroyed and therefore required mitigation. This was achieved on the project site.

Regional Detention Facility, Gilberts, Illinois- The project included a a watershed model and design of a 106 acre-foot detention facility design. The facility was located within the floodplain and therefore to meet the County Stormwater Ordinance required the detention to occur either above the base flood elevation or outside the floodplain. The developer and Village decided to accept the design of the detention provided above the base flood elevation. Therefore a significant berm/dam was required to support the hydraulic pressure.

Hydrology: TR-20 and HEC-1

First Street Redevelopment, City of St. Charles, Illinois- The Award Winning project included redevelopment of a five block area along the Fox River in St. Charles. Wastewater and stormwater studies, design of water, sanitary sewer and storm sewer improvements were design for the City. First Street was realigned to create a uniform street section in a uniform right of way. The overall project will provide 100,000 square feet of retail, 100,000 square feet of office space and 96 dwelling units of various sizes to the area at a projected cost of $100 million. Key storm water issues included re-routing of the floodway to create a public open space and the outlet of the entire development info the Fox River.

Hydrology: TR-20 and HEC-1 ; Hydraulics: Rational Method

Foxwalk along the Fox River, Aurora, Illinois – The project included the development of the conceptual plan and final plan preparation and permitting for the FoxWalk project along the west bank of the west channel of the Fox River. The entire project included a walkway system which cantilevered over bank of the Fox River on each of four banks primarily in the vicinity of Stolp Island. The entire project was estimated to have a construction cost of $45 million. Since the river section was proposed to be narrowed, compensatory storage was required. This was provided by proposing the removal of the North Avenue Dam and was permitted as a part of a previous phase. The capacity of the river for various storm events was analyzed to compare the water levels under the existing conditions with those with the dam removed and the Foxwalk in place.

Hydrology: TR-20 ; Hydraulics: HEC-2

City of Indianapolis, Indiana, 58th and Michigan - This drainage project to reduced or eliminated flooding problems within an established residential community in Indianapolis. Since the area formed a pocket for stormwater to pond from neighboring communities and there was not a positive outfall for the community, it was decided by the City to construct a collection and transmission system to carry the storm runoff to a creek approximately three miles from the area.

Palm Beach International Airport, West Palm Beach, Florida –This complex airport stormwater management system required major modifications to make it more efficient and to expand it to meet the ever growing needs of the area. The entire airport was to be reconstructed in phases so as to maintain operations at the facility. Since the existing facility had been constructed prior to stormwater detention requirements being implemented, the new plan would need large detention areas to meet the current requirements. Coordination was extremely important in the phasing plan to have the detention in place prior to new construction taking place.

Tyler & 64 Business Park, Tyler & 64 LLC, St. Charles, Illinois – This commercial re-development included subdividing a 12 acre parcel into two lots. A car dealer was constructed on one 5.0 acre lot and a second lot included four office buildings with a total of 50,000 SF and a regional detention facility. The detention facility not only served the project but also provided an additional 10 acft of volume to reduce downstream flooding problems. The project consisted of designing the facility and obtaining permits. This site was challenging since there was 40 feet of relief, flood plain, wetlands and contaminated soils associated with the site.

Hydrology: TR-20 ; Hydraulics: Rational Method

Village of Gilberts – Program Manager of the $15 million of water and wastewater improvements being designed and constructed as part of a 1500 site residential development. Improvements included water and wastewater treatment plants each with a capacity of 1 MGD, 750,000 gallon elevated storage tank, 2 Galesville wells, two pump stations, gravity sewer, force main, and water distribution and transmission systems. As a part of


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this project the Village’s water distribution system was to be connected to the new water source. In addition, the private wells and septic systems in the original area of the Village (Old Town) were to be connected to the new facilities as well. Coordination with Kane County DOT for drainage concerns along Galligan Road, a block grant from Kane County for stormwater issues in Old Town, and a grant from the State of Illinois through the Illinois Environmental Protection Agency toward the connection of water and sewer services from residences in the Old Town area.

Three Acre Residential Development, Orland Park, Illinois- Project manager and lead designer for the development of a three acre six single family dwelling subdivision. The project required rezoning as a part of the site plan review process with the Village. The project consisted of designing a stormwater system including a dry detention facility, and water and sanitary sewer extensions to the service the subdivisions. Permits were required from the Village, Metropolitan Water Reclamation District and the Illinois Environmental Protection Agency.

Hydrology: Modified Rational Method ; Hydraulics: Rational Method

Wellington Estates, Lynwood, Illinois – Responsible for the project management, design and permitting associated with this 36 acre site in the Village of Lynwood. The project consists of ninety-two single family residential lots. The Project included drainage / storm water management via a detention facility, sanitary sewers and a water distribution system. The water and sanitary sewer systems were connected to the Village’s central system. Also included as a part of this project was the design of the roads, street light system and erosion and sediment control systems. Permits were required from the Village of Lynwood, the Metropolitan Water Reclamation District of Greater Chicago, the Illinois Environmental Protection District and the Illinois Department of Transportation. The Rational Method was used to size the gravity drainage pipes. Both TR-20 and the MWRD’s Modified Rational Method were used to determine the amount of detention required for the project.

Hydrology: TR-20 and Modified Rational Method ; Hydraulics: Rational Method

Wellington Court, Lynwood, Illinois - Engineering, Zoning and Entitlement Services were provided for the development of a new 186-unit single family residential subdivision on a 75 acre site. Site improvements included storm water management facilities, sanitary sewer, water main, storm sewer, roadways, detailed site grading, and soil erosion and sedimentation control measures. Other services included 3 ½ miles of new residential roads, drainage, utilities, traffic impact studies, and improvements to arterial Route 83. Additional off-site improvements included installation of storm sewer, water main and sanitary sewer and roadway improvements along Torrence Avenue in Lynwood, Illinois.


Carl Sandburg High School Improvements, Orland Park, Illinois- The project included additional parking in order to imprve parking and bus operations. Also included were enclosed walkways in three locations to aid the passage of students from various areas of the building especially during inclement weather. A significant part of these projects was the application and coordination with MWRD to obtain the stormwater permits.

Hydrology: TR-20 and Modified Rational Method

Hydraulics: Rational Method

Lake Park High School East and West Campuses, Lake Park Community High School District 108, Roselle, Illinois –These projects that included $1.5 million of site work at the East Campus and $1.0 million of site work at the West Campus. Scope of work included water main replacement and extension, sanitary sewer forcemain and gravity sewer replacement, storm sewer, parking lot and road construction (including 43 bus staging area at the East Campus), sidewalks and stormwater detention basin expansions at both schools.

Hydrology: TR-20 ; Hydraulics: Rational Method

Plaza 6060 and 6060 Place, Chicago, Illinois- Design and permitting for this 1.2 acre site in the City of Chicago. The proposed project consists of the construction of two separate buildings with associated parking and utilities. One building structure is three stories in height and includes twenty condominium units. The other structure is four stories in height and houses twenty-six condominium units. Of the forty-six units, seventeen will be for retailers and twenty-six will remain for residential use. Water and wastewater services were connected to the City of Chicago. An underground detention facility was designed to reduce the amount of stormwater runoff from the site.


Cumberland Estates, Chicago, Illinois- The project included the design and permitting associated with this redevelopment site in the City of Chicago. The project consists of a five story building with 36 residential units. Water and wastewater services were connected to the City of Chicago. An underground detention facility was designed to reduce the amount of stormwater runoff from the site. Permits from the IEPA, IDOT and the City of Chicago were required.


The Clock Tower Pointe of Harwood Heights- Design and permitting associated with this 3.0 acre site in Harwood Heights. The project consists of two buildings each with two stories of parking and five stories of residential units. Each building contains 90 units. Key issues included separation of the combined sewer system and re-routing the storm water runoff to create sufficient capacity downstream to alleviate localized flooding. The wastewater service was provided by constructing a Village main along Olcott Avenue to W. Lawrence Avenue where it connected to the Metropolitan Water Reclamation District interceptor. An underground detention facility was designed to reduce the amount of stormwater runoff from the site.


Joseph M. Chiczewski, P.E.

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Mr. Chiczewski has over 30 years of experience in the planning, design and construction of a broad range of infrastructure projects with a focus on public involvement management, highway and transportation planning and design, storm water management, site development and utility improvements. Education: Northern Illinois University, DeKalb, Illinois Masters of Business Administration- 1990 University of Illinois, Urbana-Champaign, Illinois Bachelor of Science, Civil Engineering-1984 Registration: Professional Engineer Illinois, Michigan, Missouri Professional Associations: American Council of Engineering Companies Board Member (former) Awards Committee IDOT Committee

Illinois Road Builders Association Tollway Liaison Will DOT Liaison

American Society of Civil Engineers American Public Works Association Institute of Transportation Engineer

Selected Continuing Education: UNIVERSITY OF WISCONSIN: Preparing Environmental Impact Statements for Highways Value Engineering Managing a Quality Assurance Program Modern Roundabout Design NORTHWESTERN UNIVERSITY: Traffic Management of Land Development Highway Capacity ACEC / IDOT Drainage Design APWA: Construction Inspection for Local Improvements Intersection Safety & Geometric Design Implementing a Sustainable Water Supply National Highway Institute Community Impact Assessments NEPA for Highways


Downtown Long Grove Storm Water Improvements - As part of a comprehensive evaluation of historic downtown Long Grove a drainage study was conducted to address localized flooding and future improvement needs. Key issues including collection of existing concerns from local businesses and residents, evaluation of sensitive outlets along Buffalo Creek and coordination with Lake County. The project design was required to comply with Lake County Storm Water Ordinance issues. The initial phase of the project included reconstruction and re-design of the Downtown Archer Parking Lot in order to provide improved drainage and an improved layout for traffic patterns while accommodating 4 new buildings in a redevelopment Tax increment Financing area for the Village. The new Archer Parking Lot design included permeable pavement alternatives and bio-swales along with enhanced streetscape to create a more pedestrian friendly and environmentally sensitive community. The NRCS TR-20 hydrologic model, TR-55 methodologies and the FHWA HY-8 model were used.

Lily Cache Creek at Schmidt Road Structure Replacement Bolingbrook, IL - Services on this project consisted of planning and design services for complete replacement of the multi-culvert crossing carrying Schmidt Road over Lily Cache Creek. Key issues included route and stream survey, Bridge Condition Report, hydraulic analysis, Hydraulic Report, Project Development Report and final structure and approach road plans. The project requires coordination and permit submittals and approvals from the United States Army Corps of Engineers, Illinois Environmental Protection Agency, Illinois Department of Natural Resources – Office of Water Resources, Illinois Department of Transportation (Hydraulics and Local Roads) and Ecological Compliance Assessment Tool by Illinois Department of Natural Resources (IDNR). The HEC-2 hydraulic model was used to analyze culvert hydraulics and determine floodplain and floodway limits.

DuPage County Project E Papworth / Geneva and Swan Lake Areas – Drainage improvements for DuPage County Development and Environmental Concerns. Key issues include compensatory storage wetlands impacts and hydrologic and hydraulic modeling of the region.

Various Drainage Studies, DuPage County Public Works - On Call Services - Sr. Project Manager for this project which involved the provision of engineering services required for the preparation of drainage studies, hydraulic reports and construction documents for various locations in DuPage County. Key issues include restrictions as well as various other roadway drainage studies complying with IDOT and county storm water management requirements. Various Modeling depending upon assignment. Depending on the project assignment, various Modeling tools were utilized including but not limited to TR-20, TR-55, Rational Methods, HEC, and the FHWA HY-8.

Joseph M. Chiczewski, P.E.

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Various Drainage Studies, IDOT – District 1 - This project involves the provision of engineering services required for the preparation of drainage studies, hydraulic reports and data sheets for various locations in IDOT District 1. Information provided from this project was utilized by the Illinois Department of Transportation in the design of roadway improvements. Project included lift station evaluations with alternatives for pump replacement, impeller upgrades and new lift station due to downstream combined sewer system restrictions as well as various other roadway drainage studies complying with IDOT and county storm water management requirements.

Chicago Midway Airport-Storm Water Management Plan, Chicago, Illinois – The project services consisted of drainage studies, airside traffic evaluations and survey to expand taxi areas. Project also included development of a preliminary storm water management plan and report. The airport was divided into watershed regions with separate storm water management criteria established for each region. Storm water detention was accommodated in quadrants with extensive use of underground vault storage.

Village Engineer, Long Grove – Village Engineer for Long Grove responsible for planning design and construction reviews related to residential and commercial subdivisions/developments for compliance with Development Code and Lake County Stormwater Management Commission regulations. Key issues included storm water reviews, development and updating of NPDES Phase 2 Compliance plans, evaluation of Village traffic issues, review of budgets, downtown streetscape planning, coordination with various other agencies (IDOT, SMC, LCDH, LCPW, LCDOT, etc), and biannual bridge inspections. Stormwater issues also included addressing any Lake County Storm Water Ordinance issues as well as localized individual storm water and flooding issues within the Village. A wide range of various models were utilized depending on the project needs.

Oakwood Road Structure Replacement , Long Grove, Illinois - Planning and design services were provided for the complete replacement of the bridge carrying Oakwood Road over Indian Creek in Long Grove, IL. Services included route and stream survey, Bridge Condition Report, hydraulic analysis, Hydraulic Report, Project Development Report and final structure and approach road plans. The project requires coordination and permit submittals and approvals from the United States Army Corps of Engineers, Illinois Environmental Protection Agency, Lake County Stormwater Management Commission, Illinois Department of Transportation (Hydraulics and Local Roads) and Ecological Compliance Assessment Tool by Illinois Department of Natural Resources.

Mardan Estates Drainage Study, Long Grove, Illinois – Several areas in southern Long Grove near IL 53 experience frequent and extensive flooding. A comprehensive drainage study was conducted to address localized flooding and improvement needs. Key issues included collection of existing concerns from residents through community meetings and resident questionnaires, evaluation of sensitive outlets at Mardan Lakes, drain tile surveys, storm water management design and coordination with Lake County SMC. Key considerations included potential development of a Special Service Area for funding the storm water improvements funding and roadway improvements required as part of the overall project. Services provided include a drainage study, resident questionnaire, survey, and drain tile investigation. The NRCS TR-20 hydrologic model, TR-55 methodologies and the FHWA HY-8 model were used

Planned Unit Development, Lakemoor, Illinois - 750-unit residential development project included planning and zoning, management of agency coordination, design and construction of site infrastructure, improvements to IL Route 120, local roadway construction, wetland mitigation, sanitary sewer, parks and recreational facilities, floodmap amendments, drainage / storm water design and the community’s first public water supply. Drainage design included in line storm sewers and creation of detention pond facilities. The public water supply was built using a design-build program, resulting in a 33% savings from preliminary engineer’s cost estimates and an 8-month savings on the project schedule. The sanitary sewer system included modifications to the existing facilities, five miles of new sewer along state, county and township routes, two new lift stations and 3+ miles of new roadway and sewer main.

Planned Unit Development, Sycamore, Illinois – Planning and design of infrastructure for a 75 acre development. Project included drainage / storm water management, sanitary sewer, lift station, and water distribution. Project also included widening and reconstruction of township highways, parks and recreation fields, earthwork, on-site roadway, parks and recreation fields and other infrastructure.

Residential Community, Joliet, Illinois – Award-winning 400 acre, 1000+ unit Wesmere residential community including management of design and construction of infrastructure. Storm water issues included floodmap revisions, and construction of over 100 acres of 3 interconnected lakes used for stormwater detention and recreational facilities. Creation of viable habitats for fishing and native species was a key consideration in the design of the lakes.

Checker Road & Schaeffer Road Sewer, Roadway and Multi-Use Trail Construction, Long Grove, Illinois – The project included approximately 2.5 miles of new sewer, roadway reconstruction and the addition of approximately 1 mile of new multi-use trail and path system. This highly sensitive project runs along environmentally sensitive forest preserve lands and through residential areas significantly impacting residents. Community Involvement elements included weekly newsletter updates and website posting along with emails to homeowners associations. Key technical issues included the construction of a new lift station with force main adjacent to high quality wetlands. The project also included both open trenching and micro-tunneling for the installation of the new sewer (both gravity and force main). The Lift Station and Force main was designed for easy expansion to more than double the initial flows as additional services areas connected to the system.

Brandt T. Zentner, CFM

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Mr. Zentner has over 18 years of experience involving water resources engineering project analysis, design, construction management and land development. He has extensive experience and knowledge in performing the following hydrologic and hydraulic engineering tasks: land use characterization, floodplain/floodway delineation, compensatory storage determination, steady state analysis, unsteady flow sewer analysis, combined sewer outflow characterization, and water quality monitoring. Education: University of Illinois at Urbana-Champaign Bachelor of Science, Civil Engineering Primary concentration in Environmental Engineering and secondary in Hydrosystems Engineering Certifications: Certified Professional in Erosion and Sediment Control, Certification Number 4508 Certified Floodplain Manager, Certificate Number IL-04-00147 Designated Erosion Control Inspector, (Lake County) APWA Certified Public Infrastructure Inspector Professional Associations: Illinois Association for Floodplain and Stormwater Management (IAFSM) Association of State Floodplain Managers (ASFPM)

Selected Continuing Education: IDOT: Documentation of Contract Quantities Erosion Control & Sediment, Modules 1 & 2 IAFSM: Floodplain Management and Letters of Map Revision Stormwater Utilities in Illinois Working Across Disciplines to Solve Floodplain and Stormwater Problems Stormwater Regulations, Best Management Practices, Dams EROTEX: Polymers and Sediment Control Ground Control ASFPM: Hydraulic Reports for IDOT Bridges over Water Crossings ASCE Environmental Engineering & Water Resources Group: HEC-RAS Seminar


Long Grove Drainage Study, Long Grove, Illinois – As part of a comprehensive evaluation of historic downtown Long Grove, a drainage study was conducted to address localized flooding and future improvement needs. Key issues including collection of existing concerns from local businesses and residents, evaluation of sensitive outlets along Buffalo Creek and coordination with Lake County. Services include hydrologic and hydraulic analysis of existing storm sewer systems, recommendations to provide localized flood relief and design of future storm sewer system. Key services included performed hydrologic analysis and report preparation. The NRCS TR-20 hydrologic model, TR-55 methodologies and the FHWA HY-8 model were used to analyze the existing watershed and evaluate the existing drainage structures and proposed alternatives.

IDOT Pumphouse #27 Rehabilitation, Chicago, Illinois – The project included engineering services for a complete rehabilitation of an 8 – 30,000 GMP pumping facility adjacent to the Bishop Ford Expressway in Chicago. The entire electrical and mechanical systems were removed and replaced including all new pumps. The electrical systems rehabilitation consisted of new switchgear, motor control center, motor starters, SCADA panel, CT Cabinets, transformers, power panels and communication systems. The upgraded system is rated Class 1 for safety & protection. New mechanical systems included duct work, exhaust and supply fans, slide gates, knife gates and heating and cooling systems and installation of a 36” recirculation line. The 8 new pumps are each 30,000 GPM capacity increasing the discharge capacity from 36” to 48”.

Aurora Township Drainage Study, Kane County, Illinois – Services included drainage study and analysis of the Golfview area in the vicinity of Jericho Road in Aurora Township in Kane County, Illinois. This included calculations that determined the amount of runoff generated in the drainage area and determined the size of the discharge pipe required to serve the area. The NRCS TR-20 hydrologic model, TR-55 methodologies and the FHWA HY-8 model were used in this analysis. Based on these findings, ESI gave recommendations of a scope required toward addressing the flooding issues. Key services included hydrologic analysis and report preparation.

Riverfront Viability Study, North Aurora, Illinois – The Village is using this viability study to assess the ability to restore portions of the Fox River frontage and provide a location for residence to congregate and enjoy this natural resource. His duties as Project Engineer included the confirmation of flood plain and floodway limits by preparing a HEC-2 hydraulic model of the river profile to determine what effects the proposed improvements would have on the river, site inventory and evaluation, analysis of findings and plan recommendations and preparation of report.

Stormwater Management Study, Gilberts, Illinois – This project consisted of the preparation of hydrological and hydraulic studies for the watershed and waterway to Tyler Creek, which consisted of an area of 1,033 acres. These studies were used to convince the COE of the improvements that needed to be made to return the wetland to its previous condition. ESI prepared a hydrologic analysis using the NRCS TR-20 hydrologic model and TR-55 methodologies to recommend improvements to the detention facility required to meet this current ordinance.


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Oakwood Road Structure Replacement , Long Grove, Illinois - Planning and design services were provided for the complete replacement of the bridge carrying Oakwood Road over Indian Creek in Long Grove, IL. Services included route and stream survey, Bridge Condition Report, hydraulic analysis, Hydraulic Report, Project Development Report and final structure and approach road plans. The project requires coordination and permit submittals and approvals from the United States Army Corps of Engineers, Illinois Environmental Protection Agency, Lake County Stormwater Management Commission, Illinois Department of Transportation (Hydraulics and Local Roads) and Ecological Compliance Assessment Tool by Illinois Department of Natural Resources.

Mardan Estates Drainage Study, Long Grove, Illinois – Several areas in southern Long Grove near IL 53 experience frequent and extensive flooding. A comprehensive drainage study was conducted to address localized flooding and improvement needs. The NRCS TR-20 hydrologic model, TR-55 methodologies and the FHWA HY-8 model were used to analyze the existing watershed and evaluate the existing and proposed drainage structures capacities. Key issues included collection of existing concerns from residents through community meetings and resident questionnaires, evaluation of sensitive outlets at Mardan Lakes, drain tile surveys, storm water management design and coordination with Lake County SMC. Key considerations included potential development of a Special Service Area for funding the storm water improvements funding and roadway improvements required as part of the overall project. Services provided include a drainage study, resident questionnaire, survey, and drain tile investigation.

Naperville Road / Warrenville Road Detention Retrofit, DuPage, Illinois – The project included the removal, replacement and extension of storm sewer pipe and outfall structures, modifications to existing on-line detention facility banks to provide additional compensatory storage and detention storage volume within floodway and floodplain boundaries. Work included daily dewatering of the basins to specified elevations, re-grading side slopes, modifying overflow weirs and outfall flared end sections, installation of rip-rip and other erosion control measures, installation of 2,100 square-feet of retaining wall, stabilizing side slopes with special topsoil filled angular stone mixture, wetland plantings and native vegetation.

Lily Cache Creek at Schmidt Road Structure Replacement Bolingbrook, Illinois -Services on this project consisted of planning and design services for complete replacement of the multi-culvert crossing carrying Schmidt Road over Lily Cache Creek. Key issues included route and stream survey, Bridge Condition Report, hydraulic analysis, Hydraulic Report, Project Development Report and final structure and approach road plans. The project requires coordination and permit submittals and approvals from the United States Army Corps of Engineers, Illinois Environmental Protection Agency, Illinois Department of Natural Resources – Office of Water Resources, Illinois Department of Transportation (Hydraulics and Local Roads) and Ecological Compliance Assessment Tool by Illinois Department of Natural Resources (IDNR). The HEC-2 hydraulic model was used to analyze culvert hydraulics and determine floodplain and floodway limits.

West Lake Avenue / Greenwood Road Intersection Improvements, Glenview, Illinois – Phase I engineering services were provided for this project that consists of improvements to the West Lake Avenue from Pfingsten Road to the Greenwood Road intersection. The project proposed the widening of West Lake Avenue to a three-lane cross-section, modification of pavement geometry, installation of a new sidewalk and bike path, traffic / pedestrian signal installation, and new storm sewer installation. Key issues included the preparation of a location drainage study, hydrologic modeling, watershed delineation and preparation of necessary IDOT documents. The NRCS TR-20 hydrologic model was used to analyze the tributary watershed and the HEC-2 hydraulic model was used to analyze culvert hydraulics and determine floodplain elevations.

Checker Road & Schaeffer Road Sewer, Roadway and Multi-Use Trail Construction, Long Grove, Illinois – The project included approximately 2.5 miles of new sewer, roadway reconstruction and the addition of approximately 1 mile of new multi-use trail and path system. This highly sensitive project runs along environmentally sensitive forest preserve lands and through residential areas significantly impacting residents. Community Involvement elements included weekly newsletter updates and website posting along with emails to homeowners associations. Key technical issues included the construction of a new lift station with force main adjacent to high quality wetlands. The project also included both open trenching and micro-tunneling for the installation of the new sewer (both gravity and force main). The Lift Station and Force main was designed for easy expansion to more than double the initial flows as additional services areas connected to the system.

Menards, Long Grove, Illinois – Project under IDOT, ACOE, Lake County, and The Village of Long Grove jurisdiction. Project includes the expansion of the IL Route 53 at the intersection of Lake Cook Rd. This development of a 50 acre site will include a Menards, and outlots. This project consisted of the site improvement, detention, storm water analysis, and permit coordination. The NRCS TR-20 hydrologic model was used to analyze detention requirements. The project required an individual ACOE permit for wetlands as well as numerous other permits. An additional aspect of this site is the 2 miles of offsite sanitary sewer that was constructed along Village of Long Grove streets. The location of the off-site sanitary sewer was altered to minimize impacts to forest preserve property, mapped wetlands, and floodplain. It also included the evaluation of a recapture agreement for the sewer and potential adjacent property owners that may chose to connect to the new sewer line. The detention facilities were designed to address IDOT permit issues along IL 53 as well as to be used as a back up for fire protection.

Robert Parker Coffin Bridge Improvements, Long Grove, Illinois - This project included the installation of a drainage system, structural bridge adjustments, and the replacement of the bridge approaches with a brick paver consistent with the approved Long Grove Streetscape Standards. Worked on the design of this project located over Buffalo Creek and included floodplain/floodway design concerns and incorporated aspects of the downtown drainage study.


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O’Hare Modernization Program Taxiway WQ Rehabilitation, Chicago, Illinois - The project included preliminary studies / reports, preliminary engineering and final engineering documents for rehabilitation of a 3000 foot connecting taxiway. The project includes removal and replacement of the concrete runway pavement, addition of bituminous shoulders, drainage modifications including new underdrains, new runway lighting, signing and pavement markings. Major tasks included development of final earthwork and storm water / drainage plans, erosion control plans and details, construction specifications, and cost estimates. All work is focused on utilizing sustainable design elements to meet the program’s strict environmental requirements that were developed in OMP’s pioneering Sustainable Design Manual.

Various Watershed Studies/Drainage Studies Computed hydrologic input parameters for FEQ unsteady flow models and for tributary areas input into developed TR-20 hydrologic models to determine peak runoff rates. Extended regulatory HEC-2 hydraulic models through study areas. Input storm event rainfall distributions into the TR-20 hydrologic models and calibrated the to the reported high water elevations with the HEC-2 hydraulic models. Developed possible flood mitigation measures based on the design storm events for the following developments:

Central Manufacturing District of St. Charles, Illinois. Main Stem Kress Creek and Tributaries 1-5 of Kress Creek, DuPage

County, Illinois. Des Plaines Stormwater Master Plan. Twin Orchard Country Club. Mokena Park of Commerce. Pasquinelli Creekside Development.

Newberry Estates. Swanson Lake Street Property. Misty Pine Development. Lake County Nippersink Forest Preserve Hydrologic and Hydraulic

Study. Wind Point Subdivision.

Stormwater Management Performed calculations and developed hydrologic modeling and hydraulic modeling to determine required and provided detention storage volume, depressional storage volume, floodplain fill volume and compensatory storage volume in support of the a Stormwater Management Permit for the following projects:

Lakewood Grove Subdivision, Phase 1 & 2, Lakewood Homes Lakewood Orchard Subdivision, Phase 1 & 2, Lakewood Homes Cherry Hills Golf Course Redevelopment Project, Homewood-

Flossmoor Park District Minooka International Center South, Catellus Development Folker Estates Subdivision, Raycorp, Inc. Fountain Hills Subdivision, Distinctive Homes, Inc. Home Depot in Carol Stream Newberry Estates, KDC Consultants Ball Seed Horticultural Property, Planning Resources, Inc. Fountain View Road and Town Center Parking Lot, Carol Stream

Martin Avenue Siphon Sewer Replacement, Naperville Woodhill Crossings Business Park, Bridge Development Partners,

Village of Woodridge Willow Walk Subdivision, the Ryland Group, Lockport Country Lakes Park, Naperville Park District, Naperville Prince Crossing Road, City of West Chicago Family Video, Rockford Construction Co., Inc., Flossmoor Family Video, Rockford Construction Co., Inc., New Lenox Wille Road Spec Building, FCL Builders & ML Reality Partners, Des

Plaines

IDNR–OWR Floodway Construction & FEMA Permit Application Performed calculations, completed required forms and developed hydrologic modeling and hydraulic modeling in support of IDNR-OWR Floodway Construction Permits, IDNR-OWR Dam Permits, IDNR-OWR no jurisdictions determinations, IDNR-OWR Dam Classifications and FEMA map revision applications for the following projects:

St. Thomas of Villanova Church LOMR-F, Palatine Fountain Hills Subdivision LOMR and INDR-OWR Floodway Construction Permit, Distinctive Homes, Inc., Orland Park Willows Hills Lane LOMA, Prospect Heights Swanson Lake Street Property LOMR and IDNR-OWR Concurrence, Bloomingdale Misty Pines Development LOMR, Carl Vandenberg, Tinley Park Prairie Creek of Kildeer CLOMR and IDNR-OWR Concurrence, Pulte Homes Corporation, Kildeer Victoria Crossing Subdivision LOMR, Montalbano Homes Inc., Lockport Winding Creek Subdivision CLOMR and IDNR- OWR

Concurrence, Denny Denic, Riverwoods Old Orchard Golf Course LOMR and IDNR-OWR Concurrence, Prospect Heights Park District, Mount Prospect Fountain View Road and Town Center Parking Lot IDNR-OWR Concurrence and Dam Permit, Carol Stream

Stephen M. Moy, E.I.

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Mr. Moy has over 2 years of experience in design and construction engineering performing a variety of office and field tasks including Phase I reports and feasibility studies, Phase II design plans and Phase III observation of the contractor’s work for compliance with the plans and specifications, measurement of installed quantities of work and materials, and daily documentation of the work.

Education: University of Illinois at Urbana-Champaign Bachelor of Science, Civil Engineering Concentration: Transportation Engineering and Construction Management Master of Science, Civil Engineering Concentration: Transportation Engineering and Construction Management Registration:

Engineering Intern – Illinois (#061-036329) Certifications:

IDOT Documentation of Contract Quantities (#15-0505)

IDOT Gradation Technician (May 2011) ILLINOIS TOLLWAY e-Builder Training (May

2014)

Technical Skills: MicroStation Geopak AutoCAD ArcGIS ProjectWise Microsoft Office E-Builder Adobe Acrobat Pro

Professional Associations:

Institute of Transportation Engineers (ITE) – Illinois Section

American Society of Civil Engineers (ASCE) University of Illinois at Urbana-Champaign Civil

and Environmental Engineering Alumni Association

American Railway Engineering and Maintenance of Way Association (AREMA)

Selected Project Involvement IL 64/US 20 Interchange Improvements at Tri-State Tollway (I-294), Elmhurst / Northlake, Illinois - Design Engineer for the Phase II detail design services upon request. Mr. Moy assisted with the design of the drainage system as well as writing special provisions, addressing disposition review comments and reviewing TS&L plans.

The existing I-294/I-290/Illinois Route 64 interchange is a complex intertwining of two Interstate expressways (I-294 and I-290), two strategic regional arterials (IL Route 64 and US Route 20) and several frontage roads. There are numerous bridges, underpasses, ramps, connector roads, and traffic signals that facilitate the movement of traffic along and between the various routes. Currently, I-294 traffic exiting southbound onto North Avenue via I-290 can only exit in the westbound direction. Vehicles that want to travel eastbound on North Avenue frequently take the westbound exit and then turn south into a residential neighborhood. These vehicles use residential streets to circle around and head back eastbound on North Avenue. This traffic movement has created safety concerns in the local Elmhurst neighborhood. It is also suboptimal for the commercial and residential vehicles that want efficient access to businesses and homes east of I-294 in municipalities like Northlake, Melrose Park, and Elmwood Park. The project involves the preparation of Phase 2 Design services for use in letting and constructing the project.

IL 43 (Harlem Avenue) over MWRDGC Railroad, Chicago, IL - Design Engineer for the Phase II detail design services upon request. Mr. Moy assisted the ESI structural staff with reviewing TS&L plans. He was also responsible for developing the plans and specifications for pre-final review as well as utility coordination with several entities.

Engineering services included the preparation of structure and roadway plans, specifications, and estimates of costs for each of the bridges. The existing southbound structure is a seven-span steel beam bridge. The scope of work included full and partial depth deck slab repair, curb repair, substructure repair, bearing replacement, and expansion joint replacement. Temporary shoring and cribbing was required for bearing replacement and substructure repair. The existing northbound structure consists of five spans: three concrete deck beam spans and two continuous spans of reinforced concrete T-beams. The northbound replacement structure consists of a two-span, composite wide flange beam superstructure on integral abutments. MSE Walls are proposed to reduce the overall length of the structure and support the approach roadway embankment.

Emerson St., Ridge Ave. And Green Bay Rd. Intersections Improvements, Evanston, Illinois - Design Engineer for the Phase II detail design services upon request. Mr. Moy was responsible for the water main and drainage systems design. He also assisted the project manager with writing special provisions, addressing disposition of comments for plan reviews and writing applications for IEPA and MWRDGC permits.

Stephen M. Moy, E.I.

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The unusual geometry of the intersection of these two arterials along with the adjacent intersection of Clark Street created a roadway hazard and confusion to motorists. On street paring, adjacent commercial and residential properties and sensitive streetscape issues further complicated the issues. Topographic survey, planning and alternative intersection designs were considered to address the merge condition. Improvements included construction of a barrier median. Key design issues included traffic modeling, intersection geometry, barrier warrant analysis, drainage design and maintenance of traffic.

South Arsenal Road at Illinois Route 53, Wilmington, IL - Design Engineer for the Phase II detail design services upon request. Provided planning and design services for the intersection improvement of South Arsenal Road at Illinois Route 53 including the installation of traffic signals, street lighting, drainage facilities, and watermain relocation. The work included environmental studies, intersection design studies, drainage studies, and the preparation of contract plans and specifications. The project required coordination with IDOT to secure Illinois Economic Development funding, and the City of Wilmington.

Jane Addams Memorial Tollway (I-90) – Intermediate Power Distribution and Communication Facilities Installation and Fabrication, Elgin / Sleepy Hollow / Huntley / Marengo / Belvidere / Rockford, IL - Construction Engineer for Phase III construction management services. This project involved the installation of facilities to provide electrical power for roadway lighting along the western corridor of the Jane Addams Memorial Tollway. The 34 facilities are spaced apart for about one mile from Elgin to Rockford and tied in with the duct bank from Contract I-14-4149, several mainline contracts along I-90, the fiber optic conduits from several other mainline contracts and existing toll plazas M-6, M-7 and M-9 as well as the Belvidere Oasis. The 12F and 144F fiber optic cables were tested between each IPDC. The 2/0 and 4/0 electrical cables were tested at each location.

Elgin-O’Hare Western Access Expressway (IL 390) – Reconstruction and Widening at Roselle Road to Meacham Road

Roselle / Medinah, IL - Construction Engineer for Phase III construction management services. The EOWA project includes 17 miles of new roads with 15 new or improved interchanges as part of a new, all-electronic toll road that includes rehabilitating and widening Illinois Route 390, formerly known as the Elgin O’Hare Expressway. Due to the overall magnitude of the project and the potential to dramatically improve mobility, freight connectivity, and enhance the national and regional economies, the EOWA project is considered a “Project of National and Regional Significance” by the U.S. Department of Transportation. The EOWA project will improve travel efficiency; provide western access to O’Hare International Airport; enhance air, rail, and trucking connections; and reduce congestion. Mr. Moy has been responsible for several separate locations and contracts within the EOWA project, including the new construction and reconstruction of roadways and ramps, grade separation, removal of noise abatement walls, roadway lighting improvements, tree removal, erosion control, drainage improvements, landscaping, and Right of Way fence removal and replacement.

IL 113 Resurfacing and Hot In Place Recycling at Gray Road to Kankakee County Line, Custer, IL

Assistant Resident Engineer for Phase III construction management services. Specifications include, but are not limited to: Resurfacing and other related work on IL 113 from Gray Rd. to Kankakee County line in Custer Township; includes 15,186 tons HMA binder and surface course, Mix D; 685 sq yds patching; 2,695 tons aggregate wedge shoulder; 1,420 sq ft concrete sealer; 51,235 ft thermoplastic pavement marking; 7,450 gal rejuvenating agent; 25,450 ft center line-rumble strip; 512 units grading and shaping shoulders; 33,525 lbs bituminous materials (prime coat); 33,805 ft hot spray thermoplastic pavement marking; 74,500 sq ft hot in-place recycling; mobilization; traffic control and protection.

IL 53 Resurfacing at Caton Farm Road to Renwick Road, Crest Hill, IL - Construction Engineer for Phase III construction management services. Specifications include, but are not limited to: Resurfacing and other related work on IL 53 from Caton Farm Road to Renwick Road; includes HMA binder and surface course; pavement patching; bituminous materials (prime coat); hot spray thermo plastic pavement markings; traffic control and protection.

US 52 Resurfacing at Laraway Road to Gougar Road, Manhattan, IL - Construction Engineer for Phase III construction management services. Specifications include, but are not limited to: Resurfacing and other related work on US 52 from Laraway Road to Gougar Road; includes HMA binder and surface course; pavement patching; bituminous materials (prime coat); hot spray thermo plastic pavement markings; traffic control and protection.

Jane Addams Memorial Tollway (I-90) – Retaining Wall, Noise Wall and Drainage Improvements at IL 53 to Oakton Street

Arlington Heights / Rolling Meadows, IL - Design Engineering Intern for the Phase II detail design.

NSMJAWA Hot Tap Watermain Relocation – Barrington Road to Elmhurst Road, Arlington Heights / Rolling Meadows, IL - Design Engineering Intern for the Phase I preliminary design. Specifications include the relocation of the NSM JAWA sewer along I-90.

Barrington Road Interchange Improvements at Jane Addams Memorial Tollway (I-90), South Barrington / Hoffman Estates, IL - Design Engineering Intern for the Phase II detail design. Developed plan and profile exhibits for ComEd.

Northview Park Improvements, Lemont, IL - Design Engineer for the Northview Park site development on the northwest corner of McCarthy Road and 4th Street in Lemont, IL. Specifications include: Drainage installation, HMA binder and surface course; tree removal and protection.

Gregory Hickey

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Mr. Hickey has over 4 years of experience in roadway and storm water design including phase 1 and phase 2 services. Education: Missouri University of Science & Technology Bachelor of Science, Civil Engineering Illinois Central College Basic Engineering

Certifications: ACI Concrete Field Testing Technician Grade 1 IDOT Documentation of Contract Quantities #13-0047 ISTHA e-builder Training


IL 64/US 20 AT I-294 , Elmhurst / Northlake, Illinois – This multi-phase project involved the preparation of a corridor study, which investigated the feasibility of adding access from southbound I-294 to eastbound IL 64 (North Avenue). The effort included, traffic counts, an origin-destination study, crash analysis, geometric studies and operational analysis of the viable design alternatives. In addition to traffic safety and operational impacts, the study evaluated the environmental and socio-economic impacts to the adjacent neighborhoods and each community as a whole. In consultation with the Cities of Northlake and Elmhurst, IDOT, and ISTHA, an Interchange Type Study was prepared featuring an innovative concept that proposed to widen US 20 over the IL 64 Bridge to accommodate a counter-flow ramp. The project included designing proposed drainage systems to address the current flooding problems in the area, preparing construction plans, specifications and bidding documents and securing DuPage and Cook Counties/State/Federal permits. The total drainage area is over 1300 acres. Five new detention ponds were designed to mitigate flood risk and drainage impact due to proposed roadway improvements. Two stormwater reservoirs and three pump stations were involved. DuPage County Professional On-Call Drainage Engineering Services, DuPage County, IL - The project included the investigation and evaluation of a portion of the existing storm sewer system in the Crown Estates subdivision. The scope of the drainage study was to investigate the flooding causes and recommend potential solutions for a new outlet connection for the Victory Parkway storm sewer. By using StormCAD, hydraulic models were developed to analyze both the existing storm sewer system and proposed drainage improvements. The existing drainage problems were identified by the drainage study and 3 alternative solutions were proposed to address the flooding problems. The proposed solutions will increasing the storm sewer system capacity by constructing a new 54” storm sewer branch and a new outlet structure at its outfall to the ditch. Emerson St., Ridge Ave. And Green Bay Rd. Intersections Improvements, Evanston, IL - The project included phase 1 and 2 engineering for a completed re construction of 2 miles of roadway including major storm water improvements. The unusual geometry of the intersection of these two arterials along with the adjacent intersection of Clark Street created a roadway hazard and confusion to motorists. On street paring, adjacent commercial and residential properties and sensitive streetscape issues further complicated the issues. Topographic survey, planning and alternative intersection designs were considered to address the merge condition. Improvements included construction of a barrier median. Key design issues included traffic modeling, intersection geometry, barrier warrant analysis, drainage design and maintenance of traffic. Storm Water Pump Station, Elmwood Park, IL – The project included the construction of a four pump storm water pumping station that includes a wet well, valve vault, 1000 kW Generator and a separate pump control building. The project also included installation of reinforced concrete pipe and storm water structures and HDPE force main piping, Motor control Center and Transfer Switch and pump and SCADA control panels. Responsibilities include field observation of the work for compliance to the specifications, daily documentation of quantities and coordination of the work with the contractor, construction manager and the adjacent Oak Park County Club.

Nelson’s Highview Water Main Improvements, Glendale Heights, DuPage County, IL – The project included installation of new water mains and house services in the Nelson’s Highview subdivision. The project involved installation of approximately 8,000 feet of 6”, 8” and 10” mains in a connecting loop with a complete valve system, new fire hydrants and service connections to approximately 70 homes and businesses. The project also involved the removal and replacement of drainage culverts, driveway aprons and street patching. Key issues included a comprehensive constructability review of the plans prior to final engineering.

Gregory Hickey

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US Route 20 Patching and Resurfacing, Elizabeth, IL, IDOT District 2 – The project included patching, resurfacing and striping of two miles of US Route 20 through the City of Elizabeth. Project includes patching of the existing two lane roadway with HMA patches, milling of the existing bituminous surface and resurfacing with HMA Surface course. The project also includes repairs and resurfacing of the existing shoulders and parking lanes and new pavement markings.

St. Louis Avenue Construction, Chicago Department of Transportation – The project included approximately 900 feet of new street on St. Louis Avenue from 51st Street to the North. The improvement included the construction of new curb and gutter, drainage structures and storm sewer and concrete base course with and asphalt overlay. The work also included sidewalks with curb ramps meeting the City’s strict ADA requirements, street lighting, landscaping and Streetscape elements. The project required coordination with the Department of Water Management for the installation of a new 12 inch water main and with the construction of the adjacent new UNO High School. The work was performed on an expedited schedule to meet the opening of the new school.

Group B Water Main Replacements, Danville, IL, AQUA Illinois, Inc. – The project included an overall plan for replacing outdated two to eight inch cast Iron water mains with the combination of 8” ductile iron and 8” HDPE water main. The 6500’ (1.24 miles) of new water main was placed within the City of Danville’s Right-of-Way in four different locations throughout the city. The water main project was designed to improve flow rates and to increase the number of fire hydrants for better fire protection. It also utilized the boring of HDPE pipe to minimize the disturbance to the neighborhood driveways, trees and landscaping. The plan developed the methodology to construct the new lines and maintain water service to the users with minimal disruption. The ultimate goal was to design plans for bidding and construction as well as securing IEPA, IDOT, and IHPA permits for the project.

Illinois Department of Transportation, Peoria, IL – Summer Intern - 2011

Observed activities on highway reconstruction Inspected materials and resulting work Provide daily documentation of work quantities and activities Reported to Resident Engineer on progress of various aspects of the job Surveyed and operated laser-level in order to calculate areas and payout values


Tab 4: Project Understanding and Approach

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PROJECT UNDERSTANDING/APPROACH

CITY OF PARK RIDGE


General Overview

It is understood that the City of Park Ridge is looking for an experienced firm to provide a citywide Stormwater Master Plan. Over the years the Chicagoland area has been experincing major storm events that have caused widespread flooding within many of their communities. The flooding experienced in these communities have had varied causes: overland, basement back-up, sump pump failure, etc.

ESI Consultants, Ltd. (ESI) understands that each community and the stormwater issues that effect them are unique. New problems and complications can be found everywhere and there is no cookie-cutter solution that will solve every issue on-site, while still being fiscally responsible. We are commited to having our project team thouroughly investigate the stormwater management system of the City of Park Ridge and the nusances that adversely affect its stormwater management. We have found that when it comes to designing custom, effective stormwater solutions, nothing is more important than having a project team with their feet on the ground at the site, investigating each drainage way, each structure, and each foot of sewer. It is by providing this attention to detail that we will propose cost-effective solutions to allieviating the areas flooding issues. ESI anticipates that our entire project team will be involoved in each phase of this project. Our intial approach to the project is as follows:

Project Approach

Review and Collection of Existing Information and Studies

Prior to the project kick-off meeting, ESI will request utility atlas information, existing stormwater studies, information regarding known drainage concerns, and any additional relevant information from the City. Once this data is collected and reviewed, ESI will meet with the City to gather any additional information and insight they have regarding the stormwater management issues that affect them. Specific attention will be paid to flooding complaints, public works issues, access complaints, and a general history of the City. In addition, area maps detailing flood plain limits, wetland areas, and local soil characteristics with be gathered and analyzed for use during the alternatives analysis.

We believe it is useful to establish a website for residents to log-in and note any issues and/or hot button topics they would like to discuss regarding the project area. We have found that often residents do not call in to the local government with their issues, but given a convenient portal to share information, many of them will take advantage of it; much valuable information can be acquired from the local residents in any community and if they feel engaged in the process they will be more likely to embrace proposed future stormwater initiatives.

Inspection of Key Project Locations

As part of this task, ESI will provide site inspection and field reconnaissance of key areas of project concern as identified by the City. For purposes of this proposal, twenty (20) days of site reconnaissance will be assumed. The data gathered will be used in the preparation of design alternatives. Any significant site issues and design issues will be brought to the City’s attention for further discussion. Should certain items have already been assessed and inspected, ESI will review these items and utilize them for the project. The anticipated field tasks to be performed within the key areas include, but are not limited to, the following:

Underground Structure Inspection – A physical inspection of all manholes, catch basins, inlets, and sanitary structures will be performed. Inspection logs for each structure will be kept, internal


CITY OF PARK RIDGE


photos of each structure will be taken, and the condition of each structure will be assessed. Any deficiency’s will be noted and incorporated into the recommended design solution after discussion with the City.

Existing Site Feature Inventory – ESI staff will perform a detailed inventory and assessment of site features, including culverts, outfalls, trees, and overland flow patterns. This information will be used during the alternatives analysis and design phase.

Drainage Way Assessment – ESI staff will walk the ditches and drainage ways within the project site and note any deficiencies observed. Problem areas will be discussed with the City and incorporated into the final drainage design. It has been our experience that this is often the most effective way to determine the causes and extent of drainage issues within any given sub-basin.

Public Outreach

Community relations will be paramount to the success of this project. We intend to engage the public early on and keep them informed and engaged in this project. Our experience has led us to the simple conclusion that maintaining community relations through the design processes can streamline the approval efforts and make the project shine. We would recommend several open house meetings where the public can attend, share thoughts and comment on the proposed concepts and plans. We have also found that having a “project portal” where residents can see project progress and leave comments and information is a successful way to keep the public engaged. By continuing the community relations, the City can better assure that the public is informed (and often the best “engineering” plan can be perceived as a failure if the public is upset!).

Community-wide stormwater issues are an especially hot-button topic for the residents. After significant storm events, calls with concerns over flooding pour into public works departments and as the frequency of these calls increases, so does the need for short- and long-term solutions to the perceived inadequacies of the local stormwater management system. Of utmost importance to the success of a project such as the Park Ridge Stormwater Master Plan project is having a knowledgeable and well-informed base of residents that are ready to buy into the proposed solutions or ideas that will be presented in the Final Stormwater Master Plan. Many of the solutions that may be presented will require buy-in from the residents in order to pay the stormwater utility fee, maintain proposed best management practices, or grant an easement for stormwater detention. It is our policy to engage the stakeholders early in the project and keep them involved and informed so that the eventual proposed solutions are well received. We will achieve this in three primary ways:

1. Project Website – A project website will be established where residents can log-in and provide feedback regarding the flooding issues that they have had historically. They can also track project progress, milestones, and important dates such as the next public meeting.

2. Public Meetings – We anticipate a minimum of two open public meetings where information regarding the up-to-date findings of the project, possible solutions, and next milestones will be discussed. The meetings would be in an open house setting where residents can feel free to browse exhibits or ask questions of our engineers.

3. Resident Survey – A simple flooding questionnaire will be sent to the residents of the City requesting information regarding their historical flood issues. Based on this information a map of flooding “hot spots” will be compiled. This map will be used to pinpoint the “areas of greatest flooding concern” that will be focused on in the Stormwater Master Plan.


CITY OF PARK RIDGE


Review and Refine Existing Model

Based on the information gathered and analyzed ESI will review and refine the existing model and provide design alternatives for Park Ridge to review. As part of this task, design options regarding several site issues and concerns are anticipated and will be brought to the attention of the City for consideration. Once the model is updated it will be used as the basis for proposed conditions analysis and ultimately analyze the solutions proposed.

Cost/Benefit Analysis

ESI understands that there is no one solution that will solve all drainage concerns in the area. As part of our analysis we will focus not only on the possible solutions, but each solutions impact to the community. We will strive to find the alternative that benefits a high number of residents for a reasonable cost. Our Project Manager has successfully used this method on the Natalie Creek project, using the program HEC-RAS to model the area over several rain events and several alternatives to determine an estimated number of homes being flood protected by each solution. Using this information, the alternative cost estimate, and an estimate of flood damage prevented a cost benefit ratio was developed to determine the optimal solution. We would propose to use this methodology on this project. During the evaluation and search for proposed solutions, several typical solutions for flooding issues are usually identified:

Project Solutions

Conveyance and Control – Most times stormwater systems are modeled as if it was in well-maintained condition. Site investigation can, and often does, reveal that the existing system is not in good condition. A primary element to the successful mitigation of the flood control issues is the improvement of the conveyance and control of the stormwater within problem areas. If numerous culverts have failed or need to be cleaned out, replaced, or up-sized then the efficiency of the entire system suffers. Existing ditches should also be analyzed for conveyance capacity to determine if surface runoff is contained within the ditch. It is important to prevent overtopping of these ditches into the adjacent street and residential properties because the local topography can cause overland flooding of residents. It will be essential that these systems be improved to optimal operating condition and maintained.

Stormwater Detention – Areas where the sewer system or ditches cannot contain surface runoff should be supplemented with above-ground detention. Areas of vacant land that would be conducive to above-ground detention will be identified in the Stormwater Master Plan. As part of this project we would determine the ownership of parcels or if certain parcels can be obtained for use as storage. It is also a priority, when designing these neighborhood basins, that the land also provide additional benefits back to the community. We would strive to design these basins to have dual-use; either as parks, or pathways, or community fields. We would want each proposed feature to upgrade the overall recreational look and feel of the community.

Green Infrastructure – A large part of providing flood protection to communities is not only conveyance and storage, but runoff reduction. By implementing green infrastructure the amount of runoff through the site can be reduced, thus improving the overall stormwater management in the area. As part of this project we will put together a comprehensive green infrastructure plan detailing proposed areas where green infrastructure can be implemented, their cost and overall benefit. Our proposed project manager designed the first pervious concrete local roadway in Illinois, Cumnor Road in Westmont. He is a big proponent of runoff reduction and green infrastructure and will work to implement it effectively on this project. Other green infrastructure


CITY OF PARK RIDGE


options are rain gardens, bio-swales, infiltration basins, permeable pavers, naturalized bottom or wetland basins, and a rain-barrel initiative to name a few.

Preparation of the Stormwater Master Plan

ESI Consultants, Ltd. has put together numerous reports, assessments, and master plans for municipal clients. We set milestones during the design phase so that we may sit down with the City and review the current progress and status of the project. Typically these milestones occur at 40%, 80%, and 95% and include the following standard items:

Preliminary Alternatives Analysis (40%) Existing information has been reviewed and verified Hydrologic models updated Identification of areas of flooding concern First Public Open House Concept design and alternatives assessment for identified areas of concern First update meeting with the City to discuss findings and alternatives

Preliminary Stormwater Master Plan Submittal (80%) Determine required storm sewer sizes and locations Determine required storm water detention and identify/analyze potential locations – identify

permits as required Present proposed solutions to flooding issues within the areas of concern Draft 5-year Capital Improvement Plan (CIP) Provide Preliminary Estimate of Cost of Improvements to reflect anticipated construction season

and any design modifications. Provide Draft Stormwater Master Plan for City review. Key items within the report shall be:

o Results of the proposed conditions modeling o Identification of water quality improvement opportunities o A plan to encourage the implementation of green infrastructure within the City o A plan to fund the required operation and maintenance of stormwater management

facilities within the City o Anticipated staffing levels that will be required and the need for a Stormwater

Commission o Development of stormwater policies

Prepare a preliminary estimate of quantities and probable construction cost Prepare a preliminary construction schedule/timetable Second Public Open House

Final Stormwater Master Plan Submittal (100%) Revise the draft Stormwater Master Plan based on City of Park Ridge review comments Final 5-year CIP Final estimate of quantities based on City of Park Ridge review comments Final preliminary construction cost estimate based on City of Park Ridge review Final anticipated construction schedule/timetable Final Stormwater Master Plan presentation to the City – The final report shall be provided in

hard-copy (bound) format and electronically. It shall include the hydrologic models and data


CITY OF PARK RIDGE


used during the alternatives analysis and any concept plans sheets and estimates compiled during the process. Concept plans and detail sheets are anticipated for each proposed project within the Master Plan.

Project Management and Coordination – A large key to the success of any project is the ability to manage the project and coordinate the work with the numerous agencies and stake-holders involved. With each and every project, ESI uses a project management and tracking system (Ajera) that is tailored to each project and tracks a project’s progress and resources. Not only is the project tracked, but the permits, utilities, and agency coordination are just a few of the other items that are monitored to ensure good communication, coordination and a timely project completion. This system has been used many times in the past and is currently being used to monitor the day to day progress of projects for IDOT and local agencies where we are providing similar design engineering services. Our project manager will oversee the key three elements to any project: Technical Design – At each of the submittal stages, we plan to have our independent QA/ QC

personnel perform a review of the project submittal. Depending on the specific assignment, we will develop a more detailed QA/ QC plan (for example our roadway design checklist is specific to roadways, whereas our storm sewer design checklist is specific to drainage design – each assignment will be looked as with a specific detail).

Project Scheduling – We will work with the City to set up a submittal schedule with each assignment. Our team then meets twice per month to manage and assign staff to assure deadlines are met with the level of quality the City desires. The staff planning meeting is further supplemented by a 6 month look forward conducted once per month and separate project review meetings to assure schedules are met.

Budget Management – Our leadership will track our budget using our Ajera Accounting system which provides weekly updates on budget status and monthly reporting to the City of Park Ridge. This will allow us to track any changes or digressions and monitor this for prompt corrective action and communication.

Agency coordination will be an important part of this project and ESI will be committed to pro-active coordination starting from the Notice to Proceed. We will schedule bi-weekly progress meetings with the City so that they are appraised of the project status. Agency coordination will begin at the Kick off Meeting and continue throughout the project. During the project kickoff meeting, a list of agencies potentially impacted will be reviewed, these agencies will be contacted early on in the process to ensure a smooth transition from design to construction.

PROPOSED PROJECT TASKS August September October November December January February March

Notice To Proceed

Task I - Project Kick-off Meeting

Task 2 - Review and Collection of Existing Information and Studies

Task 3 - Inspection of Key Project Locations

Task 4 - Alternative Analysis 40%

Task 5 - Public Outreach

Task 6 - Review and Refine Existing Model

Task 7 - Cost/Benefit Analysis

Task 8 - Preparation of the Stormwater Master Plan 80% 100%

Task 9 - Project Management and Coordination

Plan Submittals to the City of Park Ridge

2016/2017

City of Park Ridge

Project Schedule Engineering Design Services - 2017 Stormwater Master Plan

June 6, 2016


Tab 5: Municipal Client References & Projects

TA

B 5

Mu

nicip

al Clien

ts R

eferences &

Pro

jects

ESI Consultants, Ltd. PROJECT EXPERIENCE

LONG GROVE DOWNTOWN DRAINAGE STUDY LONG GROVE, ILLINOIS

As part of a comprehensive evaluation of historic downtown Long Grove a drainage study was conducted to address localized flooding and future improvement needs. Key issues including collection of existing concerns from local businesses and residents, evaluation of sensitive outlets along Buffalo Creek and coordination with Lake County. The project design was required to comply with Lake County Storm Water Ordinance issues. Client: Village of Long Grove 3110 RFD, Long Grove, IL Contact: David Lothspeich, Village Manager Phone: (847) 634-9440 Services Provided:

Buffalo Creek Watershed Lake County Storm Water Ordinances Native Plantings and Wetlands protection Integration with paths, parking & streets


SUNSET GROVES NPDES MS4 COMPLIANCE BEST MANAGEMENT PRACTICES LONG GROVE, ILLINOIS

When a commercial development near the intersection of IL Route 83 and Aptakisic Road faltered in the wake of the financial collapse the recently started Sunset Groves project was left in disarray. Private entities including the Sierra Club made this a project of regional interest. As part of the NPDES MS4 permitting, the Village was left responsible for remediation and NPDES enforcement. To make matters worse, the IEPA was threatening fines for the developer (now in default) and the Village independently. ESI Consultants assisted the Village in resolving this issues including supporting negotiations with the IEPA and the developer’s bonding institution. Ultimately ESI successfully worked to resolve the issues, restore the site and obtain a full clearance from the EPA for the Village. ESI designed an interim site plan for permit compliance, provided expedited bidding, contractor selection and construction management services in all facets, and provided follow up support to assure that the project remained viable for further development. Not only were no fines levied, but the development was able to be completed with new financing and support from the IEPA and concerned environmental groups because the site was quickly re-established with Best Management Practices. ESI also assisted the developer on behalf of the Village in successfully resolving outstanding NPDES violation issues directly with the EPA. This project involved review, permitting, coordination, design, construction management, and inspection with multiple agencies including direct meetings and negotiations with IDOT, LCDOT, IEPA, LCSMC, and USACOE. Client: Village of Long Grove 3110 RFD, Long Grove, IL Contact: Dave Lothspeich, Village Manager Phone: 847-634-9440 Services Provided:

NPDES MS4 Permitting Compliance and Reporting Coordination of IEPA, LCSMC, USACOE, IDOT, LCDOT Wetland mitigation Sediment and Erosion Control measures


NORTH AVENUE AT COUNTY LINE ROAD / I-294 ACCESS NORTHLAKE / ELMHURST, ILLINOIS

The Award Winning project involved

Phase 1 and 2 design engineering

services including the preparation of a

regional traffic evaluation and corridor

study which investigated the feasibility of

adding access to east bound North

Avenue from southbound I-294 at County

Line Road.

The existing configuration is a complex

intertwining of two Interstate

expressways (I-294 and I-290), two strategic regional arterials (North Avenue and

Lake Street) and several frontage roads including County Line Road.

As part of this project significant drainage design was performed including detention

basin design, water quality best management practices, storm sewer assessment

and design, and analysis of existing conditions. The hydraulic programs XP-SWMM

and StormCAD were used to assess the existing system and design the proposed

improvements. Community outreach and funding assistance was also provided.

Design engineering services included the preparation of intersection design studies,

drainage studies, utility coordination, structural design, and the preparation of

contract plans and special provisions. Specific design elements included roadways,

storm sewers, storm water detention, bridges, retaining walls, traffic signals, and

street lighting.

Clients: City of Northlake & North Central Council of Mayors 55 E. North Avenue, Northlake, IL 60164 Contact/Phone: Jeffrey Sherwin / (708) 343-8700 (Northlake) Leonard Cannata / (708) 453-9100 (NCCM) Dates: Ph. 1: 2012 – 2014 / Ph. 2: 2014 - Present Services Provided:

Traffic Data Collection Origin-Destination Study Regional Modeling Operational Analysis of the surrounding interchanges. Crash Analysis Reports Geometric Studies/Design Alternatives Intersection Design Studies Final Engineering Plans, Specifications & Construction Cost

Estimates Traffic Signal Design


FIRST STREET REDEVELOPMENT, ST. CHARLES, ILLINOIS

This was a five block redevelopment project within a tax increment financing district. This redevelopment project is adjacent to the Fox River in the downtown area. Much of the project was located within the 100 year floodplain limits and therefore compensatory storage was required. This volume was provided in a nearby park area owned by the City. As a part of this project, a riverwalk along the river was proposed.

As two major overland flow routes for hundreds of upstream residential areas were being blocked, it was important to determine additional routes for this runoff that would not negatively impact he new or existing businesses along the river. This appears to have been successfully performed as flooding has not been an issue during the large storm events that have occurred over the last few years. Owner: City of St. Charles Client Contact: Mr. Christopher Tiedt (Former Village Engineer for St. Charles) Phone: (847) 931-6124 (Mr. Tiedt now works for the City of Elgin – This is his

current number in Elgin) Services Provided:

Planning, Design and Permitting Storm Water Management Drainage Design Utility Adjustments/Relocations Coordination with City and Developer Permitting from USACE, IDNR and IEPA


ON-CALL STORMWATER & DRAINAGE ENGINEERING SERVICES FOR CROWN ESTATES SUBDIVISION DUPAGE COUNTY, ILLINOIS ESI Consultants, Ltd., was retained by DuPage County to investigate a portion of the existing storm sewer system in the Crown Estates subdivision. The scope of the drainage study was to investigate the flooding causes and recommend potential solutions for a new outlet connection for the Victory Parkway storm sewer. The storm sewer system consists of three branches. They all tie to the same outfall and discharge into a ditch which eventually empties to Addison Creek. The total drainage area is approximately 83.5 acres in size primarily consisting of single-family houses, schoolyards and buildings. By using StormCAD, hydraulic models were developed to analyze both the existing storm sewer system and proposed drainage improvements. The existing drainage problems were identified by the drainage study and 3 alternative solutions were proposed to address the flooding problems. The proposed solutions will increasing the storm sewer system capacity by constructing a new 54” storm sewer branch and a new outlet structure at its outfall to the ditch. Client: DuPage County Public Works Department

421 N. County Farm Road, Wheaton, IL 60187 Contact: Greg Phillips Phone: (630) 407-6679 Services Provided:

Meeting with Homeowners in the Field Field Survey of existing conditions Storm Sewer sizing for specific storm events Coordination for construction easements Record drawing preparation Construction plans for final design Plat Creation Construction method investigation


AURORA TOWNSHIP DRAINAGE STUDY KANE COUNTY, ILLINOIS

Extensive research was performed to better understand the drainage issues in the area between South Edgelawn Drive and Terry Avenue along Jericho Road. The purpose of the study was to determine how the stormwater flow was transferred from this area through the drain tile system that continues under the Burlington & Santa Fe Railroad.

Using the County’s aerials and contours, ESI determined the size and shape of the watershed associated with the area of concern. Based on the County’s datum, ESI obtained selected elevations of main features within the drainage area such as water detention ponds and overland flow rates. These features included inverts of main culverts or drain tiles, finished floor elevations of dwellings that flood during significant storm events, and road elevations in the overland flow routes.

Finally, calculations were prepared that determined the amount of runoff generated in the drainage area and determined the size of the discharge pipe required to serve the area. Based on these findings, recommendations of a scope required toward addressing the flooding issues were given. Client: Kane County Water Resources Division 719 S. Batavia Avenue, Geneva, IL Contact: Jodie Wollnik, P.E., Senior Water Resources Engineer Phone: (630) 232-3499 Services Provided:

Storm Water Modeling Community Coordination Hydraulic Models Report Preparation Permitting

Kane County Area Location Map

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