HomeMy WebLinkAbout11.2 A RESOLUTION AUTHORIZING THE MAYOR TO SIGN AN INTERGOVERNMENTAL AGREEMENT WITH THE NORTHWEST WATER COMMISSION TO SHARE COSTS ASSOCIATED WITH THE DESIGN ENGINEERING FOR EMERGENCY WATER SYSTEM INTERCONNECTIONS and, A MOTION to accept proposal from BurnMr�GauC �'d'+rt;�iect
Subject• RESOLUTION AUTHORIZING• •
SIGN AN INTERGOVERNMENTAL
WITH THE NORTHWEST • • •J
COSTSSHARE ASSOCIATED WITH THE DESIGN
ENGINEERING FOR EMERGENCY WATER SYSTEM
INTERCONNECTIONS and,
. MOTION to accept proposal fr•
McDonnell consulting engineers to provide
design engineering services foremergency
water system interconnection between
Northwest Water Commission and the Village of
Mount Prospect.
Meeting
• i -
Meeting November 16, 2021 - REGULAR MEETING OF THE MOUNT
PROSPECT VILLAGE BOARD -
Fiscal Impact true
Dollar Amount Varies: $158,000 - $203,000
Budget Source Water and Sewer Enterprise Fund
Category VILLAGE MANAGER'S REPORT
Type Action Item
This memorandum transmits initiatives that will change the redundant water
supply for the Village -owned potable water distribution system.
Proposed initiatives include:
1. A recommendation to execute an intergovernmental agreement with the
Northwest Water Commission (NWC) to design a bilateral emergency
interconnection.
2. A recommendation to enter into professional services agreement with Burns
& McDonnell consulting engineers to provide design engineering services
necessary to permit and bid a bilateral emergency interconnection with NWC.
1
These efforts implement direction received from the Village Board at the August
11, 2020 Special Meeting of the Village Board and Joint Village Board and Finance
Commission Meeting. In summary, the Village Board expressed support for
continued efforts to interconnect with the Northwest Water Commission. They also
conveyed a preference for simultaneously maintaining some of the groundwater
wells.
This matter was first discussed by the Village Board at September 10, 2019
Committee of the Whole meeting. That meeting deliberated the findings of a
report, entitled "Redundant Water Supply Evaluation".
An abridgment of salient facts amalgamated from these meetings, studies,
documents, and presentations is presented below.
Background
The Village owns and operates a water distribution system that provides potable
water to approximately 42,000 residents at an average rate of 3.2 million gallons
per day (MGD). Illinois American Water Company, a privately -owned utility
regulated by the Illinois Commerce Commission, provides water to the remainder
of the community.
Source water for the Village -owned system is drawn from Lake Michigan and
treated by the City of Chicago. It is subsequently distributed to the Village and six
(6) other northwest suburban municipalities: Elk Grove Village, Hoffman Estates,
Schaumburg, Hanover Park, Streamwood, and Rolling Meadows. Water is
distributed via a system of reservoirs, pumps, and pipelines owned and operated
by Northwest Suburban Municipal Joint Action Water Agency (NSMJAWA,
commonly known as JAWA).
NSMJAWA facilities include 54 miles of transmission water main ranging in size
from 16 to 90 inches in diameter that provide drinking water to a 95 square mile
service area. The main pumping station is situated at O'Hare airport and features
seven (7) pumps that have the capacity to move 130 million gallons of water per
day. The main pumping station also hosts two (2) 10 million gallon water storage
reservoirs. There are also two (2) 5 -million gallon standpipes on the west end of
the system in Hoffman Estates.
The Village -owned water system also has 8.8 million gallons of water storage held
in seven (7) tanks accessed via a combination of 16 booster pumps. This storage
and booster pumping capacity could satisfy the Village's water demand for 2-3
days in the event water delivery from NSMJAWA is interrupted.
2
In addition, the Village has four (4) interconnections with neighboring water
supplies including the Village of Arlington Heights, City of Des Plaines, and Illinois
American Water Company. Generally, these interconnections are small and
capable of supplementing the Village's water supply for short periods of time but
not completely replacing it.
As an emergency back-up source of water, the Village has maintained five (5)
deep wells that access groundwater from the Mount Simon sandstone aquifer. The
pumps are set an average depth of 900 feet and are capable of generating up to
8.9 million gallons of raw water per day. This well water system is capable of
satisfying the Village's average demand (3.2 MGD) and peak demand (6.6 MGD)
for an extended period of time. The Village has maintained this back-up well water
system since transferring to Lake Michigan water in 1987. These wells, along with
several others, used to form the primary source of drinking water for the entire
Village -owned system. To date, there has been no need to utilize the wells for
source water beyond routine water quality testing and exercising of the
equipment.
Problem Statement
The Village is at the precipice of a reinvestment cycle necessary to retain the
functionality and reliability of the groundwater well system. All of the Village's five
(5) wells will soon require large cash infusions to keep them operable.
Illinois Environmental Protection Agency (IEPA) regulations and water industry
best management practices require monthly operation and raw water quality
sampling at each of the Village's five (5) deep wells. Despite this limited
utilization, maintenance of these wells require significant capital expenditures.
During 2013 and 2014, the Village expended over $534,000 to rehabilitate the
deep well adjacent to Booster Station 5. The scope of repairs included
replacement of failed column pipe and well shaft, pump bowl assembly
replacement, airline replacement, and rehabilitation of the 500 horsepower
electric motor that turns the pump bowl assembly. In addition, a portion of the
well had to be lined and sealed with grout to isolate the wellhead from a bacteria
film that had grown on the surface of the sandstone.
Unfortunately, this type of maintenance expenditure is not unusual. In 1997,
$125,000 was spent to rehabilitate Well 4; Well 11 was repaired in 1996 at a cost
of $165,000; Well 16 was upgraded in 1999 for $160,000; and Well 17 was fixed
in 2000 at a cost of $200,000. To a large extent, well maintenance is expensive
because the components are difficult to access, are submerged in water resulting
in corrosion and metal fatigue, and are subject to tremendous torque when
operated.
KI
Rehabilitation of Wells 11, 161 and 17 in subsequent years is expected to be
comparably expensive. In total, as much as $2 million could be expended to
maintain the Village's back-up water supply. Furthermore, these expenses are
likely to recur on a 10-15 year cycle.
In addition, it is relevant to note that the chemistry of groundwater differs
substantially from surface (Lake Michigan) water. Notably, groundwater is harder
than surface water (has more dissolved minerals) and has different taste
characteristics. When the Village relied on groundwater as its primary source of
drinking water, many customers maintained water softeners in their homes and
businesses to ameliorate these problems. Today, most softeners have been
removed and customers are not prepared to treat hard drinking water.
Also, monthly raw water sample results indicate that iron concentrations
exceeding the maximum contaminant levels (MCL) are present at Wells #4 and
#11. Groundwater from Well #5 should be pumped to waste for at least several
hours before it can be put into the distribution system due to positive E. coli
results. Lastly, if the Village anticipates utilizing the wells as a water source for an
extended period, treatment for iron, radium and gross alpha should be
implemented to assure compliance with regulatory MCLs. (NOTE: An extended
period is approximately 30 days). This type of treatment equipment could cost
$78 million.
Finally, the aquifer tapped by Village wells, the Mt. Simon sandstone aquifer, is
depleting at an accelerated rate. In fact, all three (3) aquifers utilized in northeast
Illinois (Mt. Simon, St. Pete, and Galesville) are receding. Presently, no new wells
are being drilled to the Mt. Simon aquifer because of the extreme depth and
brackish (salty) water quality. Although there are no restrictions on existing
wells, the poor recharge rate of the aquifers foreshadows future reliability,
capacity, maintenance, water quality, and treatment concerns for finished water
purveyors.
Illinois Environmental Protection Agency and Illinois Pollution Control Board
regulations do not allow water wells to remain out of service or inoperable for
extended periods of time. The Village will ultimately be required to fully repair and
operate the well or properly cap it.
Finally, additional engineering analysis suggests that wells #11, #16, and #17 will
satisfy maximum day demand without any output from wells #4 and #5. More
importantly, hydraulic modeling indicates that any two (2) of the three (3)
retained wells (#11, #16, and/or #17) can satisfy average day demand.
Consequently, it is not necessary to retain all five (5) deep wells; three (3) will do.
4
A contract to abandon and cap Well 4 was awarded at the September 21, 2021
Village Board meeting. This work will be completed in fall 2021.
57 3 519 q -
Northwest Water Commission Emergency Interconnect
The Northwest Water Commission (NWC) is a joint action water agency similar in
purpose and organization to the Northwest Suburban Municipal Joint Action Water
Agency (NSMJAWA). It distributes potable water drawn from Lake Michigan by the
City of Evanston to the Villages of Palatine, Arlington Heights, Buffalo Grove, and
Wheeling. It also provides water to a portion of the City of Des Plaines. Its main
pumping station is located just outside Mount Prospect corporate boundaries near
the intersection of Wolf Road and Kensington Road. Its primary distribution main
dissects the Village, from east to west, along the Kensington Road right-of-way.
This proximity to the Village of Mount Prospect water distribution system offers a
unique opportunity to access a separate, distinct, ample source of fully treated,
finished Lake Michigan drinking water. In essence, a second "straw" into Lake
Michigan.
Four (4) potential interconnect location alternatives were considered and four (4)
scenarios were evaluated: two (2) considered NWC supplying the Village's average
and maximum day demands, one (1) pondered the Village supplying water to
NWC, and one (1) tested NSMJAWA supplying water to NWC.
The evaluation found that NWC can supply the Village's average day, maximum
day, and peak hourly demands through any of the interconnect location
alternatives evaluated. It was also determined that the Village can supply NWC
with approximately 7.8 MGD (5,400 gallons per minute (GPM)) at approximately
40 to 45 pounds per square inch (PSI). NSMJAWA can supply approximately 8.5
MGD (5,900 GPM) to NWC if a connection between the NSMJAWA and NWC
transmission mains is made while still meeting Village demands.
The initial evaluation included four (4) alternative locations where NWC and
Village transmission mains have proximity. The solution set has subsequently
been refined to three (3) by supplemental engineering. Potential interconnect
locations include the intersection of Wheeling Road and Kensington Road, the
Highland/Main Street/Rand area, and the Elmhurst Avenue/Kensington Road area.
The last option could include NSMJAWA as a potential stakeholder.
Preliminary engineer's opinion of probable cost (EOPC) for the interconnect
5
alternatives range from $3 million to $5 million.
Authorize Staff to Execute an Intergovernmental Agreement with Northwest Water
Commission to Design an Emergency Interconnect.
Staff recommends that the Village Board approve the attached intergovernmental
agreement (IGA) between the Northwest Water Commission and the Village of
Mount Prospect to support the development of plans, specifications, and bid
documents necessary to prepare a proposed fully bilateral interconnect project for
public bid letting. The scope of work will include preferred alternative analysis,
cost estimates, property or right-of-way acquisition (if necessary), survey,
subsurface investigations, as well as preparation of plans, specifications, and bid
documents.
The proposed agreement stipulates that costs will be split equally between the
Northwest Water Commission and the Village.
The Northwest Water Commission Executive Board approved this IGA at their
November 10, 2021 meeting. A copy of the agency's resolution memorializing this
decision is attached.
Please note that the agreement could be modified in the future if NWSMJAWA
participates in the project. In this instance, costs will likely be split equally with
each participant (NWC, NWSMJAWA, and the Village) responsible for one-third of
design engineering expenses.
Bidding assistance and construction engineering will be covered by a separate,
distinct, future IGA.
In addition, the allocation of construction, operating, and maintenance costs for
the interconnection will also be covered by a separate, distinct, future agreement.
Accept Proposal from Burns & McDonnell for Design Engineering Services
The proposed IGA between NWC and the Village incorporates by reference a
proposal for design engineering from Burns & McDonnell. Staff recommends that
the Village Board accept this proposal and authorize a contract with Burns &
McDonnell for specified work.
Burns & McDonnell has successfully completed numerous water distribution
improvement projects for the Village in the past including water main replacement
projects, water/sewer rate study, and developed a comprehensive hydraulic
model of the Village -owned water system. Additionally, the firm has been involved
11
in the development of this proposed interconnect project since inception. Burns &
McDonnell engineers completed all preliminary engineering work, helped develop
the project with NWC and NSMJAWA, and authored the "Redundant Water Supply
Evaluation" report. The firm is uniquely well qualified to design this project.
The attached Technical and Cost Proposal varies the scope of work and
compensation by solution. Initial work will include survey work and alternatives
analysis. Depending upon the preferred alternative, different types and volume of
engineering work will be necessary.
For example, an interconnection at Wheeling and Kensington will require 2,333
hours of labor and cost $385,000 ($165/hour). The Village's share will total
$192,500.
A solution at Highland and Emerson will require 2,476 hours of work and cost
$406,000 ($163/hour). The Village's share will total $203,000.
An emergency interconnection at Elmhurst Avenue and Kensington Road would
require 3,100 hours of labor and cost $474,000 ($152/hour). If this option is
determined optimal, NWSMJAWA will likely participate; splitting costs between
three (3) agencies. The Village's share will total $158,000.
In all cases, Burns & McDonnell's proposed work effort is reasonable and hourly
rates (indicated) are competitive.
Alternatives
1. Pass a resolution authorizing the mayor to sign an intergovernmental
agreement with the Northwest Water Commission to share design
engineering costs for an emergency water system interconnection.
2. Accept proposal from Burns & McDonnell to provide design engineering
services for an emergency water system interconnection with the Northwest
Water Commission.
3. Action at the discretion of the Village Board.
Staff Recommendation
Staff recommends that the Village Board approve the attached intergovernmental
agreement (IGA) between the Northwest Water Commission and the Village of
Mount Prospect to support the development of plans, specifications, and bid
documents necessary to prepare a proposed fully bilateral interconnect project for
public bid letting; and,
7
Staff recommends that the Village Board accept the proposal from Burns &
McDonnell consulting engineers to provide requisite design engineering services
for an emergency water system interconnection between the Northwest Water
Commission and the Village of Mount Prospect.
ATTACHMENTS:
Proposal for VOMP NWC Water Interconnection Phase 2 Engineering 11102021.pdf
Resolution 2021-04 Executed by NWC IGA 11 10 2021.pdf
Resolution NWC Interconnect. pdf
Village of Mt Prospect—Public Works_IGA for Emergency Water System Phase 2 Design
Engineering (002).pdf
PROPOSED INTERCONNECT LOCATIONS (1).pdf
E-3
BURNS I MCDONNELL
November 10, 2021
Sean Dorsey, Directorof PublicWorks Kevin Lookis, Executive Director
Village of Mount Prospect Northwest Water Commission
1700 West Central Road 1525 North Wolf Road
Mount Prospect, Illinois 60056 Des Plaines, Illinois 60016
Re: Proposal for Water System Interconnection Phase 2 Engineering Design Services
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and challenges that will be encountered as the project moves from concept through construction. Burns &
McDonnell is that partner. We offer you a committed full-service firm that is knowledgeable, effective and agile with
a team that has proven to be dedicated to the success of the project. Burns & McDonnell will provide this peace of
mind — having the following advantages:
Full Service, I n -House Team I Confidence That A Schedule Is Optimized
It is important that your partner has the necessary resources to complete all aspects of the Interconnection
Droiect. no matter the technical subiect or stakeholder challenae. As a u v inteqrated enaineerim-firm with ar
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methodology or to provide alternative delivery, such as design -build, to help you meet an aggressive project
schedule.
Historic Experience with the Project and Village of Mount Prospect
Burns & McDonnell began supporting the Village in developing an interconnect with NWC in 2017. The project
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water supply from the Northwest Suburban Joint Action Water Agency (NSMJAWA) and mitigate challenges
experienced with its redundant groundwater well supply network. The Study concluded the interconnection
was viable. Additional services were provided to evaluate different connection locations and supply scenarios.
Throughout the project, Burns & McDonnell has provided consistent project management coordinating with the
Village, NWC and NSMJAWA and demonstrated commitment to the success of the project. We have
extensive knowledge of the project and experience in successfully delivering similar projects both locally and
nationally.
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200 W. Adams St. \ Suite 2700 \ Chicago, IL 60606
0 312-223-0920 \ F 312-223-9664 \ burnsmcd.com
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BURNSI MCDONNELL
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Water & Municipal Services Manager
Patrick Clifford, PE
Water & Municipal Regional Manager
peclifford@burnsmcd.com 1 (312) 521-8949
200 W. Adams St. \ Suite 2700 \ Chicago, IL 60606
0 312-223-0920 \ F 312-223-9664 \ burnsmcd.com
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Project Approach and Understanding
4
Project Understanding and Deliverables
5
Preliminary Design Activities
6
Design Activities
6
Construction Activities
7
Project Approach
7
Design Solutions
7
Quality Control & Project Quality
12
Conclusion
13
Project Scope of Work
14
Transmission Main Design
14
Booster Pump Station Design
14
Pump Sizing and Facility Layout
14
Site Civil and Yard Piping
14
Electrical / Integration & Controls
15
Structural
15
Construction Phase Services
15
OWNER'S ENGINEERING SERVICES 20
WATER DELIVERY PROJECT — PROGESSIVE DESIGN/BUILD 21
GILLETTE REGIONAL WATER SUPPLY
23
Key Personnel Bios
24
Organizational Chart
28
Level of Effort & Compensation
29
Engineering Design Services
29
Construction Phase Services
30
Schedule
31
Terms & Conditions
33
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•.. 0 Content-.
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Project Approach and
Understanding
The Village of Mount Prospect (Village) and the Northwest
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significantly impact project direction.
Burns & McDonnell is experienced in working with
municipalities and water agencies in the evaluation, design
and construction of distribution system interconnections
involving different water suppliers, pressure zones and water
sources. We are currently providing similar services to the
Village of Homewood where we are in the process of
completing a progressive design -build project that includes
new booster pump station, new transmission main and
chemical feed system. Similar to your interconnection, we
performed an evaluation of alternatives, hydraulic modeling
and concept design for the development of an opinion of
water distribution systems. We have extensive knowledge of the requirements for your interconnection through our
work on the Redundant Water Supply Evaluation project for the Village.
The Water System Interconnection Project will provide additional reliability and redundancy to the Village's and NWC's
Lake Michigan Water Supply; thereby, serving as a critical component of each water system. The planned booster
pump station and transmission mains have several key components that must be appropriately designed to make this
project a success. As such, it is essential that you partner with an experienced design support team that can be trusted
to deliver the project on time, within budget.
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working with you on the evaluation of the interconnection. Randy Patchett, P.E. will serve as the project manager for
the project. Randy will be supported by Caleb Apker and Tim Kargl (staff engineers), Jason Li (electrical and I&C) and
Stephen Crede (technical support) who all have experience working with Village; Randy and Tim directly on the
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BURNS &MISDONNELL.
0 Water System Interconnection 12
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_AWC and NSMJAWA.
We will implement our six -step quality assurance program to provide internal quality review and enhancement to the
project by incorporating our national technical expertise on the project. Tyler Robinson, P.E. is an example of our
national expertise. He will play a key role in the design and procurement of the water booster pump station required for
the interconnection. Prior to joining Burns & McDonnell Tyler spent several years working for an equipment vendor that
designed and fabricated package booster pump stations similar to the one anticipated to be required for your project.
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project and work seamlessly from planning through design and construction.
Project Understanding and Deliverables
supplied from one entity to the otherfor approximately two years. A large diameter NWC transmission main runs
through the Village at distribution system service area and is in close proximity to the Highland Delivery structure
which supplies water from NSMJAWA to the Village. The Village gets its Lake Michigan water from the City of Chicago
via NSMJAWA, while NWC gets its Lake Michigan water from the City of Evanston water treatment facility; making the
interconnection highly desirable as it will allow the same water source to be available to each stakeholder without
dependency on one supplier.
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or 30 -inch transmission main to the Village and potentially NSMJAWA. Possible locations for the project include
Wheeling Road and Kensington Road, Highland Street/ Emerson Street and North Elmhurst Road.
NSMJAWA recently suggested the North Elmhurst Road that would allowfor NSMJAWA to receive a direct benefit
from an interconnection between the Village and NWC. Burns & McDonnell is currently finalizing the evaluation of this
alternative which would benefit the Village, NWC and NSMJAWA.
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or not an above grade or below grade booster pump station is selected and the overall length of transmission main
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BURNS &MISDONNELL.
0 Water System Inter nnection
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Preliminary Design Activities 0
Ireliminary design activities are components of the project related to developing the system to be designed. The
'nclude confirmation of design parameters and project capabilities. Preliminary design activities include:
R. Final selection of the location for the water interconnection system. Possible locations for the project include:
14, Wheeling Road and Kensington Road (Location B in the previous evaluation)
Highland Street / Emerson Street (Location D in the previous evaluation)
North Elmhurst Road (Directly adjacent to NSMJY transmission main)
Finalizing interconnection components needed for the interconnection and supporting infrastructure required
for each stakeholder.
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10, Transmission main routing assessment where different transmission main routes would be identified and
evaluated to develop a preferred route for the new water main and siting of the booster station, valving and
other interconnection components specific to the selected interconnection location.
Hydraulic modeling to assess the impact of the new booster pump station and transmission main infrastructure
on Mount Prospect's existing system and necessary infrastructure to deliver water to and from NWC and
NSMJAWA.
Regulatory review and development of draft permits required for the construction and operation of the
interconnection.
Operation and maintenance review to evaluate the operation and maintenance requirements with project
stakeholders
Constructability review to evaluate the feasibility of construction and construction impacts of the project.
Development of preliminary opinions of probable construction costs.
Evaluate construction cost-sharing opportunities in delivering water to NSMJAWA in addition to NWC and the
Village.
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work items included as part of the preliminary design work.
Design Activities
Design activities include traditional design components of the project required to implement the detailed design. These
activities include:
Survey of the proposed routing of the water system and infrastructure locations.
Geotechnical investigation including soil borings, pH and clean constriction demolition debris (CCDD)
and environmental assessment of the proposed routing and infrastructure locations.
Right -of -Way Acquisition support, including easements and property acquisition.
Compliance with oversight agency requirements and permit acquisition.
Comparing the infrastructure requirements, capabilities, and costs between potential construction
methods for installation of the transmission main, booster pump station and interconnection component -
Designing the interconnection system and booster pump facility capable of supplying and receiving wat
from the Village, NWC, and NSMJAWA (if applicable).
Preparing plans, bid specifications and assisting with selection of a responsible contractor.
Developing a construction timeline.
Preparing a construction cost estimate including construction phase engineering support services.
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BURNS &MISDONNELL.
0 Water System Interconnection 14
Utility coordination to identify utility needs and mitigate potential utility conflicts for the project.
Identification of traffic control required for construction of the project.
Cathodic protection as required for the project.
Required existing Village delivery structure modifications.
Participation in public meetings: three (3) meetings with NWC, three (3) meetings with the Village, and two (2)
meetings with NSMJAWA will coordinated as required.
A permittable and biddable set of plans and specifications for construction of the project will be developed as a result of
the design activities.
Construction Activities
Burns & McDonnell can provide the Village, NWC and NSMJAWA (as required) with construction management
services. as reguested. We would anticioate that full-time construction services be reguired for this, Droiect. Additional
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Our goal is to closely coordinate with the Village, NWC and NSMJAWA to provide technical expertise, quali I
engineering and unparalleled construction support in a responsive manner. Simply put, communication an
collaboration will be essential to our overall project approach. I
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the utmost importance to all parties. On projects such as this, we call upon our "Total Solution" approach to design and
construct a complex water system interconnection project. This approach brings exceptional value to the largest dollar
items required on the project —the pipeline and pump station.
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to be metered and correlated with member communities.
The following sections present some of the key considerations associated with successful design of the Interconnection
project.
Design Solutions
With all design disciplines (process, structural, electrical, mechanical, instrumentation & controls and civil) in-house, our
team will be able to efficiently design the required components of the interconnection to provide and maintain a safe
potable water supply.
Distribution Modeling Software Experience
Our experience includes utilizing existing models and developing new models for master planning projects and
specialty transmission and pipeline system analyses, helping our clients understand the anticipated impacts on their
water and pipeline systems from:
1k, Serving major new water using customer(s)
IV, Addition of new water supply source(s)
10Realignment or relocation of large diameter water pipelines
10Optimizing pressure zone boundaries
BURNS S MISDONNELL 0 Water System Inter nnection
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Serving new residential and/or commercial developments
Our team currently manages the Village's hydraulic water model and NSMJAWA's water model. We frequently run
scenarios to evaluate proposed system improvements, including planning efforts for both the Village and NSMJAWA.
We understand that AECOM maintains NWC's model. We have and will continue to coordinate with AECOM as
t n for the interconnection. Rvan Scott, our modelina technical lead and Randv
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Coordination and Communication
Our team recognizes the importance of consistent coordination and ongoing communication between you and the
project team. This begins at the initial coordination/kick-off meeting, where direct lines of communication, project
requirements, project scope, public concerns, design criteria and critical project issues are established. The followint
table provides a list of items that are likely to be discussed at the project kick-off meeting:
Project background & overview
Team Introductions
Subconsultants and their Roles
Chain ofcommand for Burns &McDonnell
and the Village
Project goals and objectives
Waterline Preferences and Checklist
Land Ownership and Concerns
Key Action Item Needs
Update on Project A000sn entry
Agreements
Project schedule and identified
milestones
Permitting
Existing data exchange
Constructible Project
paper but are difficult and costly, if not impossible, to build. Burns & McDonnell takes pride in designing and building
projects that are constructible and cost-effective. We will use our in-house construction services group to provide a
constructability review of the drawings and specifications to verify an easily constructible project.
Easements and Right -of -Way Acquisition
availability of appropriate right-of-way, and the need for both
permanent and construction easements. Missteps in
main can lead to huge project delays, re -design, and cost.
Coordination with Cook County, IDOT and neighboring
is fully prepared to provide all phases of property acquisition
and easement support required for the project. We have
BURNS&VISDONNELL 0 Water System I niterconnection
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"Total -Solution" Approach
Our team understands where the large dollars will be spent.
Oytimizinq the booster ogiumv- station. transmission main and thl
stakeholders on this project. Our value engineering approach is
comprehensive and provides the Village and NWC with added
value design. Some of our considerations will include: I
IV, Energy Efficient Pumps
IV, Variable Frequency Drives
1k, Pump Station siting and transmission main routing
IV, Allowable Pipe Materials
� Bedding Requirements
10, Coating Materials
011 Construction Techniques
Our team is best positioned to bring savings to project
stakeholders on the largest dollar items on this project, including
the booster pump station, transmission mains, metering
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Permitting
Burns & McDonnell has the experience necessary to identify and obtain the necessary permits required for this project.
We have a proven process and the tools necessary to collect, share, organize, track and evaluate the data necessary
to secure required permits.
approach, which will minimize the permitting duration, complexity and costs.
T*7T7?7MT7 M -i create a p7l f rM7TMU —_ �J ecTion o i foostei plinF,
station location and transmission main routing. This matrix would include:
Permit granting agency (including contact information)
Responsible party
Legislative reference if any authorizing issuance and regulation of the permit
Estimated time required to obtain the permit
Phase of project when permit application should be filed with the specific agency
Costs of each specific permit
1��'Iilplli� !11I:11�11I'11,2�11 1�1
Corrosion Protection
Our NACE Level IV certified pipeline corrosion control specialist, Chuck Lawrence supported by our experienced
anah,,sis may
, include f.:. f: soil resistiviby/sam•lin,% basic AC interference tests with data loggin& ROW evaluation
and other necessary actions to generate the data necessary to categorize this threat. This data will be tabulated and
included within any calculations or other engineering and design submittals.
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BURNS &MISDONNELL.
0 Water System Inter nnection
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Surveying
1,0141 (0191,114101VITAII
wom R F -M I ral I
1`1 Datum and control for the project as indicated by the stakeholders
IV, 1 -foot topographic survey
IV, Existing Utilities
IV, Surface features such as utility lines and poles, curb and gutter, road surface edges, manholes and inverts,
culverts/storm sewers and inverts, cable boxes, electric boxes, hydrants, valves, vaults, and creek crossings
� Property lines/ROW
� Property ownership information
10, Ground and water elevations at water crossings
Our partner, Vanderstappen Land Surveying, is a registered Professional Land Surveying firm in Illinois and will
perform the project survey. They will also provide easement descriptions and exhibits as required for project. We hav�
utilized Vanderst.pp en on numerous projects located in northeastern Illinois, including projects in the Village of Mount
Prospect.
Existing Utility Coordination
Existing utility locations play a major role in the final alignment selection for any project. Special consideration will be
given to achieve adequate separation distances from existing utilities. Where vertical clearance becomes an issue,
special provisions such as concrete encasements will be incorporated into the design as necessary.
,Our design will tocus on avoiding any interruptions ot existing utility service (whenever possible.) Therefore, during thw
preliminary phase of this project, our team will review existing utility maps. This information will give our designers an
idea of the various utility crossings that can be expected.
In order to provide the best design possible and avoid problems during construction, our team will identify critical areas
where utility crossings should be potholed so the actual depth and size of these utilities can be determined and
incorporated into the design. For purposes of this proposal, we are anticipating that the Village can assist in any
potholing requirements. If requested, we can provide a subconsultant to provide potholing services.
so so - 1- .0
Geotechnical Investigations / Dewatering Requirements (Rubino Engineering)
Geotechnical information with regards to subsurface materials encountered and groundwater levels are always
important for projects involving foundations and underground utilities. Rubino Engineering (Rubino) will provide
geotechnical borings and engineering support for this project. Rubino has provided geotechnical investigations and
in the Village.
Tw-j V�TA?�
10 N.
clay, silt, sand and gravel. Depth to groundwater is not known at this time; however, it is not anticipated to be a
significant concern.
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BURNS &MISDONNELL.
0 Water System Inter nnection
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five feet deeper than the bottom of the foundation for the booster pump station. Continuous logging of the holes
(including the indication of the presence of groundwater), data gathering, and sample collection. Soil borings at the
booster pump site will be required to determine foundation requirements given the existing soil conditions.
Representative samples collected during drilling will be taken to Rubino's soils laboratory to define the physical and
engineering characteristics, including soil strength characteristics of the subgrade. The proposed tests are shown in the
table below:
Nedund Moisture Content Dry Unit Weight
Grain Size Distribution Liquid & Plastic Limda
AtterbergUmits Moisture -Density
Relationships
One -Dimensional Direct Shear
Consolidation
Water Soluble Sulfates pH
Electrical Resistivity Chloride Content
Swell Conditions Unconfined
Compression
Soils Classification
Foundation Bedding
Requirements
Groundwater Depth
Transmission Line Install
Recommendations
Cement Type
Requirements
Settlement Analysis
Soil Chloride
Lateral Earth Pressures
Drainage
Bedding Availability
Excavation /Trenching
Site Preparation
Soi|Connaivity
Dewatering Methods
Construction
Considerations
Soil Bearing Capacity
Compaction Requirements Seismic Classifications
SURNS&MMONNELL 0 Water System I nterconnection
19
Rubino will analyze the subsurface conditions based on the field studies and laboratory tests and summarize the
results in a report signed by a professional engineer registered in the State of Illinois. The report will describe the work
the report.
Construction Work Zone & Permanent Easements
at the same time, maximize accessibility, convenience and the safety of local residents. A careful evaluation will be
conducted to set an allowable construction zone that is reasonable to the stakeholders and acceptable to reputable
general contractors. During the design phase, we will typically solicit input from our in-house construction team to
determine adequate construction• •
Trenchless Installation
♦I♦ -m L. L. ♦ ♦♦ - ♦ • ♦ •-♦ ♦ ♦- ♦f f ♦ ♦ ♦ .. �♦ f f •
Our project team has extensive experience with designs involving all types of trenchless installations. Burns &
McDonnell has designed and approved jack and bore casings across all types of features including, highways,
railroads, .. ditches, . ♦ airport . project teamfamiliar .♦ of . ♦
agency permits that must be obtained before performing the work. The project team that is proposed for this project
has been involved with numerous projects requiring jack and bore crossings. We have worked closely with I EPA,
IDOT, Cook County and other regulatory agencies. The permitting process can often have a tremendous impact on ft -
of . project, including costs and schedules. Therefore,all permitting issues must be handled at the beginning
stages of this project. Waiting to initiate permitting activities can result in making it difficult to meet project schedules
which can lead to project cost increases due to material and labor cost escalation.
Maintenance of • • and Parking
Burns & McDonnell will evaluate traffic control options for construction of the interconnections. All of the locations
identified for the interconnection 2rpqdi2rent to heavilv trafficked roads within the Village, Maintenance of Traffic will be
businesses, institutional facilities and multi -family buildings in the project area. Our project team has provided traffic
control plans • i major transportationw ♦ utility projects; includin• working successfully on R• Road)
and Rand Road as part of the Isabella Flood Mitigation project completed for the Village.
those that are mutually agree to in the design.
Quality Control & Project Quality
is +... ♦, . . f ♦ • w ` f ♦'. r f ♦ ♦... f f . . ♦ w. f f . f f .: ♦,.....
to develop project documents in conformance with the project requirements. The program uses Standard Quality
Control procedures to check and review documents in their final form, as well as the supporting data for those
documents. Its purpose is to minimize inconsistencies,gaps,♦ interferences in the documents.♦` r
to be followed on this project will be set by the Projectdefined in the Project •Manual,r and
followed • all members
of "'' project
BURNS MISboNN LL. 0 Water System Interconnection
20
RTF. �. Ity col I LroNM'KT%T'F-Ur*. - i 1 .il4I - 11 e i Ig ai It i 10 iploiTer pi I II III 11s, AM V
dedicated accounting system to monitor specific task activities. I
Burns & McDonnell has assembled a qualified project team, has a solid understanding of the project needs, and h
I
developed a sound ProSco
ject Approach and pe of Services that will result in the delivery of a qufo
ality project r th
NWC and the Village on schedule and on budget.
BURNS S MISDONNELL 0 Water System Interconnection 21
Necessary plan and profile drawings for issue for bid.
Yard piping modifications.
Pump station floor plan indicating suction and discharge locations.
Metering equipment (bi-directional, etc.)
Engineers' opinion of probable construction cost.
Electrical/ Integration & Controls
M-90- r."Mr. KOJI IlIll all #A 014KYWal mor.�-XiliI #11 " #j Will V R] 1 N " 400KNOWIMaw-1 I A4
41
SCADA systems.
Load calculations based on pump horsepower data and ancillary/convenience equipment.
Coordination with utility for new electrical service.
Electrical site plan indicating locations for electrical service, pump station, transfer switch, and generator
locations.
Pump station floor plan indicating equipment layouts.
Pump station lighting plan and low voltage device plan.
Pump control schematics.
Instrumentation installation, details, grounding details, and electrical equipment mounting details.
Single line diagram including electrical equipment sizing data (generator KW, pump HP, electrical bus and
power cable sizing).
One panel schedule for 120/208 or 120/240 VAC power.
IV, Complete electrical specifications.
Complete Instrumentations specifications including control descriptions for pump operations.
Control panel specifications will be coordinated with owner telemetry equipment requiremen
IV, Engineers' opinion of probable construction cost. I
"Mrol I NTE", Ill M-111MV 1544 MI. 111110 =-# C, MW
No security systems or cameras are required. (service can be added as requested)
No specification of radio towers or path studies to support communications are required. (service can be
added as requested)
Stakeholder SCADA programming will be performed by an owner preferred system integrator.
MWEAM
"T
ltackaged booster pump station depending on the alternative location and route selected by the stakeholders.
ill RIBIRRITIT24i !!I I ♦ I ill I 10411111PITTIVURMI.
TORT -mow M-0
l. Imp I
services if requested by the stakeholders.
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BURNS &MISDONNELL.
0 Water System Inter nnection
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Our project team's overall approach to construction phase services focuses on ensuring that th.g aontractor
successfully meeting schedule milestones.
. TT-ffWrrrMi iiiii maiial serT'autfl titmil, Ill I pna�ie.
The construction team will perform the following activities:
1`1 General Construction Contract Administration.
IV, Conduct Meetings with Village, NWC, NSMJAWA and Contractor.
IV, Review Contractor's Schedule.
lk, Perform Construction Observation.
IV, Review Contractor Submitted Shop Drawings.
10Contract Interpretations.
Contractor Claim.
Project Control.
Contract Interpretations.
Applications for Payment.
Substantial Completion Walk -Through with the Village, NWC, NSMJAWA and Contractor
Maintaining a Project Photo Log.
Prepare Construction Daily Reports tracking contractor related behaviors, force account activity and specific
observations.
Prepare Conforming to Construction Drawings upon project completion.
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BURNS &MISDONNELL.
0 Water System Interconnection 24
Special Services
The Village has currently scheduled large capital improvements to maintain their current backup water supply,
groundwater wells. The use of the old groundwater wells presents a reliability and water quality concern if sustained
operation is necessary. Some wells have not been operated, other than for periodic start-up, in a number of years
which may result in short- and long-term operational issues. The quality of groundwater greatly differs from the existing
R", MIN
not be completed and in operation until the second quarter of 2023. With design -build, our team could accelerate the
procurement process by approximately four months which would result in the construction of the project being
completed by the end of 2022. In addition to the time savings, the stakeholders would get the additional benefits of the
following:
Guaranteed Price established at the completion of a 60% Design instead of waiting until the end of the biddii
process.
Overall project savings since our team would serve as the general contractor eliminating the need for variou
overhead positions that contractors normally have, which create additional costs over the length of the
contract.
gation of cost -escalation. Currently prices of piping, pumps, valves and other material and equipment
components required for the interconnection are experiencing significant cost escalation. Utilizing a design -
build approach will allow for early procurement of key equipment and materials; resulting in substantial savin
on the project. Starting and completing the project earlier using the design -build approach will also assist in
managing escalating labor costs.
One single point of contact from the beginning of the project to the very end of construction.
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BURNS &MISDONNELL.
0 Water System Interconnection 25
Relevant Experience
I*cally arvi. *n a natitrial•, •. •. r.ritifyirq r6;#.Yirdi. infrastrY.ctY.rt—,Yeat6r•
hydraulic modeling, public relations,stakeholder.g permitting, detailed design and construction
We have delivered projects using both traditional design- bid-bu i Id technology and alternative delivery such as
r • • • and design -build where we have effectively served as the General Contractor.
The tables below present some our relevant project experience. Several relevant project descriptions follow these
tables.
West Pressure Zone Connectivity —
City of Elgin (IL)
Highland Woods
Water Delivery Project
Village of Homewood
West Pressure Zone Connectivity —
City of Elgin (IL)
Bowes Road
Maple/Evergreen Water
Transmission Replacement
Village of Mount Prospect (IL)
Water Supply Improvements
Newport Chemical Depot Reuse
Authority (IN)
O'Hare Transmission Main
NSMJAWA and City of Chicago
Relocation
"Move Illinois" NSMJAWA Water
Transmission Main Relocation —
NSMJAWA (IL)
Owner's Engineer
Joint Waste Disposal Main
City of Elgin (IL) and FRWRD (IL)
Gillette Madison Pipeline Project
City of Gillette (WY)
(WY) — Design
Southern Transmission Main — Phase
11
City of Cheyenne — BOPU (WY)
Clinton Water Supply Project
City of Clinton (OK)
Cave Creek Pipelines
Town of Cave Creek (AZ)
24 5,800 Ductile Iron
30 12,000 PVC
20 5,900 Ductile Iron
8, 16,24 2,500 Ductile Iron
24
42,90
12, 16, 24,
48,
60, 72, 90
8, 14
42
15,800 Ductile Iron
16,000
40,500
40,000
274,56
0
12, 16, 18, 58,080
42
12, 10 68,650
16 12,672
Fort Morgan Pipeline City of Fort Morgan (CO) 30,36 63,360
BURNS MSDONN LL. 0 Water System I nterconnection
PCCP and
Steel
Ductile Iron,
PCCP and
Steel
HPDE
Steel
PVC, Steel,
Ductile Iron
VC, HDPE
PVC, Ductile
Iron
Steel, Ductile
Iron
Northridge Supply Pipeline
Madison Blending Waterline
City of Westminster (CO)
City of Gillette (WY)
PVC, Steel,
30 2,640 Ductile Iron
18 31,680 PVC, Ductile
Iron
Water Delivery Project
Bowes Road Booster Pump Station
Airlite Water Treatment Plant Expansion
Water Supply Improvements
Joint Waste Disposal Main — Phase 1 and 2
Gillette Madison Pipeline Project (WY) — Design
Joint Waste Disposal Main — Phase 3 and 4
Gillette Madison Pipeline Project (WY) — Design
Village of Homewood
10
City of Elgin (I L)
4
Elgin (IL)
10
Newport Chemical Depot Reuse
3
Authority (IN)
City of Elgin (IL) and FRWRD (IL)
20
City of Gillette (WY)
23.5
City of Elgin (IL) and FRWRD (I L)
8, 14
City of Gillette (WY)
42
SURNS&MMONNELL
0 M
Water System I
27
III,
...... III III,,,,,,,,,,,. II III,,,,,,,,,,,. ...... III III,,,,,,,,,,,. ......
Illinois
to the Northwest Suburban Municipal Joint Action Water Agency
(NSMJAWA) since 2006. These services were most recently providec
for the Illinois Tty "Move Illinois" project, which required the
relocation of approximately seven miles of prestressed concrete
cylinder pipe (PCCP) and ductile iron water main ranging from 16
inches to 90 inches in diameter, two hot taps of existing 90 -inch -
diameter PCCP, seven connections of new relocated water main to
existing water main, design of large diameter temporary bypass
piping systems and abandonment of existing systems.
Burns & McDonnell's responsibilities included attending meetings
and working sessions on behalf of NSMJAWA, review and
development of intergovernmental agreements, development of
conceptual designs, review of intermediate and final of proposed I-
9 # w4. w, —Xixft i
& McDonnell also provided hydraulic modeling of NSMJAWA's 55-
M�&-OWMWSn V nTMWr-6TSMff rft&-0?0#"M ayrolvien*
approximately 500,000 people. We also developed design criteria,
standards, and guidelines for protection of existing water main and
Aly-MAZ
McDonnell developed schedule and budget controls, including
construction cost opinions. Property acquisition support was also
provided.
ILAVICI
- - - - - - - - - ......
•
occurred during construction.
In addition to the "Move Illinois" project, Burns & McDonnell has provided owner's engineering, design, and
We `a • supported NSMJAWA with electrical system upgrades, corrosion protection support, and bond
assessments of the financial and operational health of the organization.
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BURNS &MISDONNELL.
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WA I [R �[ .'. I ...... ................
...... . . ............ ............ ............ ............
Homewood, Illinois
The Village of Homewood's agreement to obtain Lake
Michigan treated by the City of Chicago from the City of
Harvey, Illinois is ending in December 2022. Homewood is
Harvey to the City of Hammond, IN through a connection in
Chicago Heights, I L prior to the end of the agreement.
Homewood contracted with Burns & McDonnell through a
Progressive Deign Build Agreement to provide necessary
water from Hammond, IN through a connection with Chicago
Heights. The project includes:
Routing study and design of approximately 2.4 miles of 30 -inch -diameter water main from a connection in
Thornton, I I to a location near the Homewood Public Works building.
Environmental Investigation —Wetlands will be impacted and coordination with the U.S. 1 E is required.
Design of booster pump station and a several million -gallon reservoirfor storage and conveyance of water.
Permit and right-of-way acquisition/easements. Agencies include, but are not limited to Cook County, Illinois
DOT, U.S. ACOE, Illinois EPA and Illinois DNR. Railroad crossings and receiving stream crossings are also
required.
Stakeholder management services including public relations.
Corrosion Study and Pipe Loop Testing.
Customer rate review.
IV, Governance Support including IGA review.
IV, Water Quality and Treatment Evaluation. Chemical addition will be required to mitigate the potential for
corrosion and accommodate the change in disinfection methods.
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BURNS &MISDONNELL.
0 Water System Interconnection 30
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Gillette, Wyoming
full-time construction inspection) for the largest state -funded
watersou eto meet current and projected growth and system
demands as a result of the burgeoning energy industry which
VaTro V R i ro nNATIM
station, a 1 -MG storage tank, an on-site sodium hypochlorite
and a water blending facility.
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957
minimize hydraulic surge.
BURNS ,k,,M9DONNELL. Water System Inter nnection
0 31
Ryan Scott, PE — Lead Hydraulic Modeling Expert
'J �-"
project management and design of municipal projects dealing with distribution and analysis of: surface water and
groundwater systems, raw water distribution, and hydraulic analysis multiple software platforms for pressurized pipe
systems. Other project design experiences have dealt with recharge/recovery well design, water master planning,
pump station design, hydraulic components for distribution system storage for design. He brings technical strength in
distribution system master planning, hydraulic modeling of raw water and water distribution system networks, and
hydraulic design for high service pumping, booster pumping, elevated storage, and ground storage tanks.
Ryan has served as project manager and lead engineer for water master plans with municipalities throughout the
Midwest, ranging with population and customer sizes less than 5,000 to over 400,000. Tasks associated with master
planning entail population and water demand projections, field testing and data collection for hydraulic model
calibration, and hydraulic modeling. Hydraulic modeling assignments include system storage analysis, transmission
main sizing, high service pumping, distribution system pumping, pressure zone delineation, pressure
reducing/sustaining components, fire flow related improvements, groundwater pump design, raw water distribution
sizing, and CIP preparation. Storage analyses with the use of hydraulic models for static and extended period
simulations to determine the reliability and necessity of system storage for future planning horizons. Ryan has
developed system controls to operate high service pump stations in conjunction with all storage tanks, pressure
reducin and pressure sustaining
01 hi/draulic controls overflow Uradients for elevated storaUe water aue analyaLa- and
booster pumping needs to meet projected demands.
Timothy Kargl, EIT — Project Civil Engineer
........... C, r Fr' -J
A closely with Randy Patch
ett on Village and NSMJAWA water system modeling efforts, including
additional evaluations on the water system interconnection.
Frank Onesto, PE — Mechanical Engineer
Frank received a Bachelor of Science in Mechanical Engineering from Marquette University and has 7 years of
experience within the energy and pipeline industry, serving on a team of corrosion control and integrity field service
specialists. He is experienced in designing cathodic protection and AC mitigation systems, as well as field surveys and
successfully completed AC mitigation and monitoring designs for 60+ different projects between 2015 and mid - 2021,
utilizing SES Right -of -Way Pro software to if steady-state and faulted AC scenarios. He is also experienced in
performing stray DC current investigations and mitigation designs. Frank is a NACE certified Cathodic Protection
Technologist (CP3)
Chuck Lawrence, PE, NACE Level IV — Cathodic Protection
Chuck has over 35 years of experience in providing design and testing of cathodic protection systems for buried water
transmission main inn. Most recentl\ Chuck proviclinQ cathodic protection system testinp and design for maintaining
• *,r*tL-(-ti*-i *f Ap \Ih�tpr&g -1;*tjJ,wP-,t Tr9jisitissio-ii 11. -Ni. ("ilu(* is ,2 reaswiJ76.4-1
Tro "I
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and propose solutions to mitigate impacts should they be identified.
project schedule. These staff will be supported by over 200 civil, structural, and environmental staff located in our
kl . . . . . . -----
National technical experts will be called upon, as required.
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BURNS &MISDONNELL.
0 Water System Interconnection 34
BUI NS M5DONNSLL. 0 Water System Interconnection
35
•
•
•
•
5
I
I
91
co
•
•
•
5
I
I
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co
Level of Effort &
Compensation
Engineering—Design Services
The level of effort and fee for the Interconnection Project is dependent on the final location selected for the booster
yumy station and lenAth of transmission main reg.uired. PreIiminaAYkdes_i,,4.n, which will allow for final selection of the sit-.
for the booster pump station, is not affected by the selected location of the booster pump station and length of
level of effort and fee presented on a lump sum not to exceed basis at each potential location for the following:
Wheeling and Kensington Location
The fee for designing an above grade booster pump station and transmission main to the Highland Delivery Structure
or Village Booster Pump Station No. 5, associated valving and appurtenances sufficient to provide the Village
Village is $385,000. This includes $20,000 for survey and geotechnical services and an estimated 2,333 hours of labor.
A breakdown of the costs is presented below.
IV, Wheeling and Kensington Pre -Design Study: $37,000
IV, Wheeling and Kensington Transmission Main Design: $154,000
IV, Wheeling and Kensington Booster Pump Station Design: $194,000
IV, Wheeling and Kensington Location Total: $385,000
T#T#
above grade station. This fee does not include costs for purchasing easements or property for any portion of the
project.
Highland and Emerson Location
The fee for designing an above grade booster pump station and transmission main to the Highland Delivery Structure
or Village Booster Pump Station No. 5, associated valving and appurtenances sufficient to provide the Village
approximately 6 million gallons per day from NWC and deliver NWC approximately 6 million gallons per day from the
Village is $406,000. This includes $42,000 for survey and geotechnical services and an estimated 2,476 hours of labor.
A breakdown of the costs is presented below.
Highland and Emerson Pre -Design Study: $37,000
Highland and Emerson Transmission Main Design: $175,000
Highland and Emerson Booster Pump Station Design: $194,000
Highland and Emerson Location Total: $406,000
----------- ..........
above grade station. This fee does not include costs for purchasing easements or property for any portion of the
project.
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BURNS &MISD'ONNELL.
0 Water System Inter nnection
37
North Elmhurst Location
The not -to exceed lump sum fee for designing an above grade booster pump station and transmission main to the
Highland Delivery Structure or Village Booster Pump Station No. 5 and the Lincoln Delivery Structure associated
valving and appurtenances sufficient to provide the Village approximately 7 million gallons per day from NWC and
.......... iroxi-tip-teIg 11 ji illigi 1pallass 'LGIIJ&414� is %474000. T�Js locp6m\11,#
W41UT-4 I im- 1540
1k, North Elmhurst Pre -Design Study: $37,000
IV, North Elmhurst Transmission Main Design: $243,000
10North Elmhurst Booster Pump Station Design: $194,00#
10, North Elmhurst Location Total: $474,000
— __411174IM"All
9� Is
above grade station. This fee does not include costs for purchasing easements or property for any portion of the
project.
�'UMFVG=101 IS TO[ Tne �Fr♦e &=,17,AT,17r1rJisoMSTreet at 11
Nlorth Elmhurst Road.
Construction Phase Services
Our team will provide construction phase service fee estimate upon interconnection route and location finalization.
Once selected, our team can provide a budgetary estimate for construction services unless otherwise requested by the
Village.
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BURNS &MISDONNELL.
0 Water System Interconnection 38
Schedule
Work Schedule
Burns & McDonnell recognizes the importance ofthe project and understands bimvital for the Village and NVVCto
partner with a firm that is proven, trusted and provides quality and efficient support. Our schedule advantages are
ehuvvn in the Table below.
We know that simply having a schedule on the wall does not ensure a successful project. It is how the project is
executed to meet the schedule that is critical. The execution is directly impacted by the firm's resources. Our familiarity
and experience with pipeline projects, scheduling, construction, sequencing and material availability will provide
tremendous value to the Village!
Preliminary Design including booster pump location, transmission main sizing and route finalization and
completion of the Basis of Design Report 35 days after stakeholder granted Notice to Proceed
30% plans a maximum of 42 days after Stakeholder selected final routing/location selection
60% plans a maximum of 84 days after Stakeholder selected final routing/location selection
90% plans a maximum of 126 days after Stakeholder selected final routing/location selection
Final plans and Specifications a maximum of 156 days after the Stakeholder selected final routing/location
selection
National firm resources and local firm customer
service.
Aproven team with demonstrated success tailoring
solutions that specifically meet your short- and long-
term needs and goals.
Adetailed project schedule that iaspecific tothe
scope ofwork
Previous experience with specific design elements
related to and required for the Water Delivery
project.
Anexperienced and responsive team approach that
provides more transparency, controls, budget and
schedule accuracy and consistent update
B�URNSNE0L 0 Water System |n8enconnection 39
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Terms & Conditions
BURNS MSbONN LL. 0 Water System Interconnection
41
BUINS MI5boNNSLL. 0 Water System Interconnection
42
RESOLUTION NO. 2021- 04
RESOLUTION APPROVING INTERGOVERNMENTAL AGREEMENT WITH THE
VILLAGE OF MT. PROSPECT
WHEREAS, the Village of Mt. Prospect and Northwest Water Commission have discussed an
agreement for an emergency interconnect ("Agreement"); and
WHEREAS, the Northwest Water Commission finds that it is in the best interest of the
Commission and its members to approve said Agreement; and
NOW, THEREFORE, BE IT RESOLVED BY THE CHAIRMAN AND BOARD OF
COMMISSIONERS OF THE NORTHWEST WATER COMMISSION AS FOLLOWS:
1. The Agreement, attached hereto as Exhibit A is hereby approved.
2. That the Executive Director is authorized to perform all acts and furtherance of the
completion of the services set forth in said Agreement.
3. This Resolution shall be in full force and effect upon its passage.
Passed and approved this day of November, 2021.
W D VIS
NAYS: O
ABSENT:
•lJ
Reid .. esen, Chairm 11
2••S
Commission Clerk
F:\PTBrankin\NWC\Ordinances and Resolutions\Resolution Approving Intergovernmental Agmt. w Village of Mt Prospect docx
43
INTERGOVERNMENTAL AGREEMENT
This Intergovernmental Agreement (the "Agreement") is made and entered into by and
between the Northwest Water Commission ("NWC" or "Party") and the Village of Mount Prospect,
an Illinois municipal corporation (the "Village" or "Part)-") (collectively "Parties").
RECITALS
WHEREAS, the 1970 Constitution of the State of Illinois, Article VTI, Section 10,
authorizes units of local government to contract or otherwise associate among themselves in any
manner not prohibited by law or ordinance; and
WHEREAS, the provisions of the Intergovernmental Cooperation Act, 5 ILCS 220/1 el
seq., authorizes and encourages intergovernmental cooperation; and
WHEREAS, the NWC and the Village are units of government within the meaning of the
1970 Constitution of the State of Illinois, Article VII, Section 10, having the powerand authority to
enter into an intergovernmental agreernentl- and
WHEREAS, the NWC and the Village conducted engineering and feasibility studies
regarding a water system interconnection system by and between the NWC and the Village that
could supply either Party with water in an emergency situation; and
WHEREAS, the Parties now believe it would be beneficial to their mutual interests in
establishing a water interconnection system to initiate the next phase of the project that would
develop engineering plans and the bid documents needed to create the design and determine the
most feasible location for a water interconnection system between NWC and the Village (the
"Work"); and
WHEREAS, the NWC and the Village find it is in their interests to enter into an agreement
setting forth their understanding for sharing the costs and expenses and other obligations related to
the Work.
NOW, THEREFORE, in consideration of the promises, covenants, terms and conditions
set forth in this Agreement, the Parties hereto agree as follows:
Section 1. Lq4poktion of Recitals. The above recitals are incorporated into tus
Agreement as if fully set forth herein.
Section 2. Sgo e of tltc t The Parties agree that the general purpose of the Work
shall be to determine the most feasible location for a water interconnection system between the
NWC and the Village. Possible locations for the project include: Wheeling Road and Kensington
Road or Highland Street/ Emerson Street/ Kensington Road. Specific tasks for the Work shall
include:
a. Analysis of additional alternative locations for the water interconnection system,
including consideration of the possible participation of the Northwest Suburban
496591J
44
Municipal joint Action Water Agency with the NWC and the Village in the water
interconnection system project.
b. Necessary surveying work.
C. Determination of the need for real property and/or right -of --,vat* acquisition;
d. Preparation of plans, specification, and cost estimates for the project.
e. Permit acquisition.
f. Participation in four (4) public meetings: m,o (2) meetings for the N\X'C and two (2)
meetings for the Village.
9. Other engineering and/or administrative work, as needed, to prepare the project for
public bidding.
Section 3. %Arl,rx of ifig gqstts,..feg�s,,i!,n ex t txsts of the Work. The NWC and the
Village will each pay one half of the costs, fees, and expenses of the Work as set forth in a technical
proposal and a cost proposal prepared by Burns & McDonnell. The NWC and the Village agree the
Party that contracts for the Work shall pay for it and the non -contracting Party shall reimburse the
contracting Party for one half of the cost within ten (10) days after receipt of written notice the
reimbursement is required.
Section 4. Ins ' urance. The NWC and the Village each shall procure and maintain, .it their
sole cost and expense, during the Work, a policy or policies of insurance with a company or
companies authorized to do business in Illinois that insure each Party against general liability, fire,
casualty, theft and property damage caused by the entity retained to do the Work, along with its
employees and contractors. The coverage amounts for the insurance policy or policies for each
Party shall be $1,000,000.00 per occurrence and 52,000,000.00 in the aggregate. The NWC and the
Village shall be named as a primary insured on the insurance policies. The NWC and the Village will
provide to each other Certificates of Insurance if requested.
Section 5. General Provisions:
L
5.1. Govt�Li1Lt1g!,.La'%,.ptnd Vqnuc. This Agreement shall be interpreted under, and governed by,
the laws of the State of Illinois. Any claim, suit, action or proceeding brought in connection with
this Agreement shall be in the Circuit Court of Cook County, Illinois, and both NWC and the
Village consent to the personal and subject matter jurisdiction of said Circuit Court and waive any
claim that venue therein is not proper.
5.2. Modirication-.,Q(Ati��—AgtggLiTmAiLt. This Agreement shall not be modified, altered, or
amended in any way except in writing agreed upon by both the MWC and the Village.
5.3. Notices. All written notices made pursuant to this Agreement shall be directed to the
specified individuals at the addresses set forth below by any of the following means: personal
service, overnight courier or first class mail, postage pre -paid.
TO THE NORXH%NTEST WATER COMMISSION:
Mr. Kevin Lookis
Executive Director
Northwest Water Commission
1525 North Wolf Road, Des Plaines, Illinois
4965911
45
TO THE VILLAGE OF MOUNT PROSPECT:
Mr. Michael Cassady
Village Manager
Village of Mount Prospect
50 South Emerson Street, Mount Prospect, Illinois 60036
5.4. EntireAgtLqg1Lc tpq. This Agreement cotisritutes the emire agreement between the NWC
and the Village and supersedes and replaces ariN� and evoir other prior or contemporaneous
agreement, negotiation, understanding, comniluricnts and/or (alicr writings with respect to the
subject matter herein.
IN WITNESS WHEREOF, the Northwest Water Coininission,ind the Village of Mount
Prospect have caused this Agreement to be executed by their respeciive officials on the dates
indicated.
VILLAGE OF MOUNT PROSIT'Gr
Paul W. Hoefert
Mayor
This day of -, 2021
Mount Prc�spect Village (,'Icrk
4965911
NORI'l I' WATER (J),kINIISSION
1�
Keviti
Fxecutivc Direcu,'n
11
°MiS LID da, +,)fAVVV�OrxR-2021
,vr'n.".s' r�
46
RESOLUTION NO.
A RESOLUTION AUTHORIZING THE MAYOR TO SIGN AN INTERGOVERNMENTAL AGREEMENT
BETWEEN THE NORTHWEST WATER COMMISSION AND THE VILLAGE OF MOUNT PROSPECT
TO SHARE COSTS ASSOCIATED WITH THE DESIGN ENGINEERING
FOR EMERGENCY WATER SYSTEM INTERCONNECTIONS
WHEREAS, the 1970 Constitution of the State of Illinois, Article VII, Section 10, authorizes units of local
government to contract or otherwise associate among themselves in any manner not prohibited by law
or ordinance; and
WHEREAS, the Northwest Water Commission (NWC) and the Village of Mount Prospect (Village) are units
of government within the meaning of the 1970 Constitution of the State of Illinois, Article VII, Section 10,
having the power and authority to enter into an intergovernmental agreement; and
WHEREAS, the NWC and the Village conducted engineering and feasibility studies regarding a water
system interconnection system by and between the NWC and the Village that could supply either Party
with water in an emergency situation; and
WHEREAS, the Parties now believe it would be beneficial to their mutual interests in establishing a water
interconnection system to initiate the next phase of the project that would develop engineering plans and
the bid documents needed to create the design and determine the most feasible location for a water
interconnection system between NWC and the Village; and
WHEREAS, the NWC and the Village find it is in their interests to enter into an agreement setting forth
their understanding for sharing the costs and expenses and other obligations related to the project.
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF
MOUNT PROSPECT, COOK COUNTY, ILLINOIS ACTING IN THE EXERCISE OF THEIR HOME RULE POWERS:
SECTION ONE: The Board of Trustees of the Village of Mount Prospect do hereby authorize and direct the
Mayor to sign an Intergovernmental Agreement between the Northwest Water Commission and the
Village of Mount Prospect to share costs associated with the design engineering for emergency water
system interconnections, attached hereto as Exhibit A and made a part of this Resolution.
SECTION TWO: That this Resolution shall be in full force and effect from and after its passage and approval
in the manner provided by law.
AYES:
NAYS:
47
Resolution NWC interconnect
ABSENT: None
PASSED and APPROVED this 16th day of November, 2021.
Paul Wm. Hoefert
Mayor
ATTEST:
Karen M. Agoranos
Village Clerk
48
INTERGOVERNMENTAL AGREEMENT
This Intergovernmental Agreement (the "Agreement") is made and entered into by and
between the Northwest Water Commission ("NWC" or "Party") and the Village of Mount Prospect,
an Illinois municipal corporation (the "Village" or "Party") (collectively "Parties").
RECITALS
WHEREAS, the 1970 Constitution of the State of Illinois, Article VII, Section 10,
authorizes units of local government to contract or otherwise associate among themselves in any
manner not prohibited by law or ordinance; and
WHEREAS, the provisions of the Intergovernmental Cooperation Act, 5 ILCS 220/1 et
seg., authorizes and encourages intergovernmental cooperation; and
WHEREAS, the NWC and the Village are units of government within the meaning of the
1970 Constitution of the State of Illinois, Article VII, Section 10, having the power and authority to
enter into an intergovernmental agreement; and
WHEREAS, the NWC and the Village conducted engineering and feasibility studies
regarding a water system interconnection system by and between the NWC and the Village that
could supply either Party with water in an emergency situation; and
WHEREAS, the Parties now believe it would be beneficial to their mutual interests in
establishing a water interconnection system to initiate the next phase of the project that would
develop engineering plans and the bid documents needed to create the design and determine the
most feasible location for a water interconnection system between NWC and the Village (the
"Work"); and
WHEREAS, the NWC and the Village find it is in tlieir interests to enter into an agreement
setting forth their understanding for sharing the costs and expenses and other obligations related to
the Work.
NOW, THEREFORE, in consideration of the promises, covenants, terms and conditions
set forth in this Agreement, the Parties hereto agree as follows:
Section 1. Incorporation of Recitals. The above recitals are incorporated into this
Agreement as if fully set forth herein.
Section 2. Scope of the Work. The Parties agree that the general purpose of the Work
shall be to determine the most feasible location for a water interconnection system between the
NWC and the Village. Possible locations for the project include: Wheeling Road and Kensington
Road or Highland Street/ Emerson Street/Kensington Road. Specific tasks for the Work shall
include:
a. Analysis of additional alternative locations for the water interconnection system,
including consideration of the possible participation of the Northwest Suburban
496591_1
49
Municipal Joint Action Water Agency with the NWC and the Village in the water
interconnection system project.
b. Necessary surveying work.
C. Determination of the need for real property and/or right-of-way acquisition;
d. Preparation of plans, specification, and cost estimates for the project.
e. Permit acquisition.
f. Participation in four (4) public meetings: two (2) meetings for the NWC and two (2)
meetings for the Village.
g. Other engineering and/or administrative work, as needed, to prepare the project for
public bidding.
Section 3. Sharing of the costs, fees, and expenses of the Work. The NWC and the
Village will each pay one Half of the costs, fees, and expenses of the Work as set forth in a technical
proposal and a cost proposal prepared by Burns & McDonnell. The NWC and the Village agree the
Party that contracts for the Work shall pay for it and the non -contracting Party shall reimburse the
contracting Party for one Half of the cost within ten (10) days after receipt of written notice the
reimbursement is required.
Section 4. Insurance. The NWC and the Village each shall procure and maintain, at their
sole cost and expense, during the Work, a policy or policies of insurance with a company or
companies authorized to do business in Illinois that insure each Party against general liability, fire,
casualty, theft and property damage caused by the entity retained to do the Work, along with its
employees and contractors. The coverage amounts for the insurance policy or policies for each
Party shall be $1,000,000.00 per occurrence and $2,000,000.00 in the aggregate. The NWC and the
Village shall be named as a primary insured on the insurance policies. The NWC and the Village will
provide to each other Certificates of Insurance if requested.
Section 5. General Provisions.
5.1. Governing Law and Venue. This Agreement shall be interpreted under, and governed by,
the laws of the State of Illinois. Any claim, suit, action or proceeding brought in connection with
this Agreement shall be in the Circuit Court of Cook County, Illinois, and both NWC and the
Village consent to the personal and subject matter jurisdiction of said Circuit Court and waive any
claim that venue therein is not proper.
5.2. Modification of the Agreement. This Agreement shall not be modified, altered, or
amended in any way except in writing agreed upon by both the MWC and the Village.
5.3. Notices. All written notices made pursuant to this Agreement shall be directed to the
specified individuals at the addresses set forth below by any of the following means: personal
service, overnight courier or first class mail, postage pre -paid.
TO THE NORTHWEST WATER COMMISSION:
Mr. Kevin Lookis
Executive Director
Northwest Water Commission
1525 North Wolf Road, Des Plaines, Illinois
496591_1
50
TO THE VILLAGE OF MOUNT PROSPECT:
Mr. Michael Cassady
Village Manager
Village of Mount Prospect
50 South Emerson Street, Mount Prospect, Illinois 60056
5.4. Entire Agreement. This Agreement constitutes the entire agreement between the NWC
and the Village and supersedes and replaces any and every other prior or contemporaneous
agreement, negotiation, understanding, commitments and/or other writings with respect to the
subject matter herein.
IN WITNESS WHEREOF, the Northwest Water Commission and the Village of Mount
Prospect have caused this Agreement to be executed by their respective officials on the dates
indicated.
VILLAGE OF MOUNT PROSPECT
Paul W. Hoefert
Mavor
This day of 12021
ATTEST:
Mount Prospect Village Clerk
NORTHWEST WATER COMMISSION
Kevin Lookis
Executive Director
This day of , 2021
ATTEST:
496591_1
51
52