Public Works Committee Packet - 1/23/2017
CITY OF MUSKEGO
PUBLIC WORKS COMMITTEE AGENDA
January 23, 2017
5:00 PM
Muskego City Hall, W182 S8200 Racine Avenue
CALL TO ORDER
PLEDGE OF ALLEGIANCE
ROLL CALL
STATEMENT OF PUBLIC NOTICE
APPROVAL OF MINUTES HELD DECEMBER 19, 2016.
STATUS OF PROJECTS
Discussion update. No formal action may be taken on any of the following:
1. Moorland Road Reconstruction
UNFINISHED BUSINESS
Discussion update and possible action may be taken on any or all of the following:
1. Review Request for Municipal Water for New Middle School by Muskego Norway
School District
NEW BUSINESS
Discussion update and possible action may be taken on any or all of the following:
1. Request for Right-of-Way Vacation adjacent to Edgewater Heights
2. Approval of 2017 Road Program
3. Approval of Heritage Senior Campus Water Main Improvements
NEW BUSINESS PLACED ON FILE
(The following items have been placed on file for staff review. Upon completion of review, staff
will submit a supplement detailing options and possible course of action to committee
members.)
COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW
ADJOURNMENT
NOTICE
IT IS POSSIBLE THAT MEMBERS OF AND POSSIBLY A QUORUM OF MEMBERS OF OTHER GOVERNMENTAL BODIES OF
THE MUNICIPALITY MAY BE IN ATTENDANCE AT THE ABOVE-STATED MEETING TO GATHER INFORMATION; NO ACTION
WILL BE TAKEN BY ANY GOVERNMENTAL BODY AT THE ABOVE-STATED MEETING OTHER THAN THE GOVERNMENTAL
BODY SPECIFICALLY REFERRED TO ABOVE IN THIS NOTICE.
ALSO, UPON REASONABLE NOTICE, EFFORTS WILL BE MADE TO ACCOMMODATE THE NEEDS OF DISABLED
INDIVIDUALS THROUGH APPROPRIATE AIDS AND SERVICES. FOR ADDITIONAL INFORMATION OR TO REQUEST THIS
SERVICE, CONTACT MUSKEGO COMMUNITY DEVELOPMENT DEPARTMENT, (262) 679-4136.
Unapproved
CITY OF MUSKEGO
PUBLIC WORKS COMMITTEE MINUTES
December 19, 2016
4:45 PM
Aldermen’s Room – Upper Level of City Hall,
W182 S8200 Racine Avenue
CALL TO ORDER
Alderman Kubacki called the meeting to order at 4:45 PM.
PLEDGE OF ALLEGIANCE
Those present recited the Pledge of Allegiance.
ROLL CALL
Present: Alderman Kevin Kubacki, Alderman Eileen Madden
Not Present: Alderman Tom Kapusta
Guests: City Engineer Mike Paulos, City Attorney Jeff Warchol, David Simpson
STATEMENT OF PUBLIC NOTICE
The meeting was noticed in accordance with the open meeting laws.
APPROVAL OF MINUTES HELD November 21, 2016
Alderman Madden made a motion to approve the MINUTES HELD November 21, 2016.
Alderman Kubacki seconded.
Motion Passed 2 in favor.
STATUS OF PROJECTS
Discussion update. No formal action may be taken on any of the following:
Moorland Road Reconstruction
Edgewater Heights Subdivision
Woods Road Emergency Culvert Replacement
UNFINISHED BUSINESS
Discussion update and possible action may be taken on any or all of the following:
Review Request for Public Improvements to be Required as part of the Potential Land Division
of MSK2208-997-001.
Alderman Madden made a motion to approve a Two Lot Land Division of MSK2208-
997-001 with the owner providing the water connection, via a hook up to the City
watermain in McShane Drive for Lot 1, as depicted on Owner's draft of Certified
Survey Map presented to the Committee and bordering McShane Drive and Nursery
Court. A recommendation was made for engineering to begin research on a
City Ordinance regarding water connection for proposed Lot Divisions. Alderman
Kubacki seconded.
Motion Passed 2 in favor.
NEW BUSINESS
Discussion update and possible action may be taken on any or all of the following:
Discussion on adjusting January meeting from January 16th to the 23rd.
NEW BUSINESS PLACED ON FILE
(The following items have been placed on file for staff review. Upon completion of review, staff
will submit a supplement detailing options and possible course of action to committee
members.)
COMMUNICATIONS AND MISCELLANEOUS BUSINESS AS AUTHORIZED BY LAW
ADJOURNMENT
Alderman Kubacki made a motion to ADJOURN at 5:11 PM. Alderman Madden
seconded.
Motion Passed 2 in favor.
Page 1 of 1
CITY OF MUSKEGO
Staff Report to Public Works Committee
To: Public Works Committee
From: Michael N. Paulos, P.E., Director of Public Works/City Engineer
Subject: Review Request by Muskego-Norway school District for New Middle
School
Date: November 15, 2016
The Muskego Norway School District is requesting approval for a municipal water
connection for the proposed new Middle School located at W124 S8009 North Cape
Road, just south of the Muskego recreational Trail and Tudor Oaks Senior Living
Community. The proposed connection point is the existing 8-inch, dead end water
main at Tudor Oaks Senior Living Community. A duplex booster station and
separate fire pump are being considered for the school.
Recommendation for Action by Committee:
Recommend that the proposed water main be connected to the municipal water
system at Tudor Oaks Senior Living Community as proposed as well as extending
the proposed water main south and tie into the existing water distribution system
thereby creating a truly looped system to greatly increase system pressure, supply
and fire protection reliability. The water main loop connection concept was
discussed with the development team in April with possible routes to consider.
Wednesday | November 9, 2016
City of Muskego, Public Works Committee
W182 S8200 Racine Avenue
Muskego, WI 53150
Re: Muskego-Norway School District
Request for Municipal Water for New Middle School
Dear Public Works Committee:
The Muskego-Norway School District is requesting approval from the City of Muskego’s Public Works Committee to provide
a municipal water connection for the proposed New Middle School project that was approved by public referendum on April
5, 2016. The New Middle School site is located at W124 S8009 North Cape Road in Muskego, just south of the Muskego
Recreational Trail and Tudor Oaks Senior Living Community.
The proposed route for the new water service is to connect to the existing 8 inch water main at Tudor Oaks Senior Living
Community at a single point with a new 8 inch water main running south across the Muskego Recreational Trail to the New
Middle School site. An 8 inch water main loop would then be created around the New Middle School building. Please
reference the attached overall site plan of the New Middle School, sheet C1.2, which shows the proposed route. The
Muskego-Norway School District has been in contact with Tudor Oaks Senior Living Community regarding the easement
needed to make this proposed water service connection possible and will continue to coordinate with them on the route
should this proposal be approved.
Several options for providing water to the New Middle School have been studied, including through meetings with the City of
Muskego. In addition to the immediate impact on the New Middle School project, both the City’s long term plan and the
School District’s long term plan were taken into consideration. Additional information is available upon request.
The City of Muskego provided preliminary estimates for the water capacity to the New Middle School based on the
proposed connection and route outlined above. The estimated available fire flow is approximately 1,500 GPM, and the
estimated pressure is approximately 20 PSI. Muermann Engineering has provided Muskego-Norway School District with
estimates of the water demand for the New Middle School. The peak load is estimated to be approximately 197 GPM with
an anticipated service load of 118 GPM. However, the estimated 20 PSI water pressure is too low, so a duplex booster
pump is being proposed to increase the pressure for the domestic water demand. A separate fire pump is also being
proposed to increase the pressure for the fire protection system. Muermann Engineering estimates, based on preliminary
calculations, that the 1,500 GPM fire flow may be sufficient for the New Middle School; however, if this proposal is approved
additional engineering will be done to confirm that is the case, which the School District will coordinate with the City of
Muskego.
Thank you for your time and consideration of this proposal to provide municipal water for the Muskego-Norway School
District’s New Middle School.
Sincerely,
Muskego-Norway School District
Jeremiah Johnson, SHRM-CP, CSRM
Director of Operations | Safety Coordinator | Muskego-Norway School District
Enclosure: New Middle School Site Plan
cc: Kathy Chiaverotti, Mayor, City of Muskego
Scott Kloskowski, Utilities Superintendent, City of Muskego
Jeff Muenkel, Director of Community Development, City of Muskego
Mike Paulos, Graef
Rick Petfalski, School Board President, Muskego-Norway School District
Matt Wolfert, President, Bray Architects
1
Heather Owen
From:Heather Owen
Sent:Thursday, November 17, 2016 2:04 PM
To:Heather Owen
Subject:FW: Permitting
Attachments:Sanitary Asbuilt.pdf; ATT00001.htm; Water Extension Options.pdf; ATT00002.htm
From: David Simpson [mailto:dsimpson@cityofmuskego.org]
Sent: Wednesday, April 13, 2016 12:43 PM
To: Joe.Schmidt@cgschmidt.com; jeremiah.johnson@muskegonorway.org
Cc: julie.kelly@muskegonorway.org; kelly.thompson@muskegonorway.org; Jeffrey Muenkel; mhacker@brayarch.com;
Dan.Duerrwaechter@cgschmidt.com; Scott Kloskowski
Subject: RE: Permitting
Hi Joe- I have attached the sanitary asbuilt as well as a sketch of the two routes we think would be most viable for the
water main loop connection. You may also want to start reaching out to Franklin to begin discussions on what their
driveway entrance requirements will be.
Thanks, Dave
David Simpson, P.E.
Director of Public Works/City Engineer
City of Muskego
Direct (262) 679-5686
This message originates from David Simpson. It contains information that may be confidential or privileged and is intended only for the individual named above. It is prohibited for anyone to
disclose, copy, distribute or use the contents of this message without permission, except as allowed by Wisconsin Public Records Laws. If this message is sent to a quorum of a governmental
body, my intent is the same as though it were sent by regular mail and further distribution is prohibited. All personal messages express views solely of the sender, which are not attributed to
the municipality I represent, and may not be copied or distributed without this disclaimer.
From: Joe.Schmidt@cgschmidt.com [mailto:Joe.Schmidt@cgschmidt.com]
Sent: Thursday, April 07, 2016 9:48 PM
To: David Simpson; jeremiah.johnson@muskegonorway.org
Cc: julie.kelly@muskegonorway.org; kelly.thompson@muskegonorway.org; Jeffrey Muenkel; mhacker@brayarch.com;
Dan.Duerrwaechter@cgschmidt.com
Subject: RE: Permitting
Dave,
Thank you for all the information. I look forward to our upcoming discussions.
If there is information from your GIS system to begin looking at the building service utilities that you can share that
would be very helpful for our team.
Joseph Schmidt, PE
Preconstruction Manager
CG SCHMIDT INC.
11777 West Lake Park Drive
Milwaukee, WI 53224
Direct: (414) 577‐1147
Fax: (414) 577‐1155
Cell Phone (414) 758‐7333
2
Creating Exceptional Facilities that Improve the Lives of Others
From: David Simpson [mailto:DSimpson@cityofmuskego.org]
Sent: Thursday, April 07, 2016 8:04 AM
To: Jeremiah Johnson
Cc: Julie Kelly; Kelly Thompson; Schmidt, Joe; Jeffrey Muenkel
Subject: RE: Permitting
Jeremiah- We are always willing to meet and discuss project requirements so feel free to let us know when you are ready
to meet. I would imagine the biggest topic from the Engineering end of things will be how to get water service to the new
school as well as access issues. I am sure there will be other questions relating to storm water management as well.
Thanks, Dave
David Simpson, P.E.
Director of Public Works/City Engineer
City of Muskego
Direct (262) 679-5686
This message originates from David Simpson. It contains information that may be confidential or privileged and is intended only for the individual named above. It is prohibited for anyone to
disclose, copy, distribute or use the contents of this message without permission, except as allowed by Wisconsin Public Records Laws. If this message is sent to a quorum of a governmental
body, my intent is the same as though it were sent by regular mail and further distribution is prohibited. All personal messages express views solely of the sender, which are not attributed to
the municipality I represent, and may not be copied or distributed without this disclaimer.
From: David Simpson
Sent: Wednesday, April 06, 2016 3:47 PM
To: 'Jeremiah Johnson'
Cc: Julie Kelly; Kelly Thompson; joe.schmidt; Jeffrey Muenkel
Subject: RE: Permitting
Jeremiah- Jeff Muenkel is in charge of Building Inspection so I will let him answer your questions. I have copied him on
this email. I will be involved with your approval process from the Engineering side of things and Jeff will handle all
Planning and Building items. I am sure we can assist in any way you might need when working through the approval
processes.
Thanks, Dave
David Simpson, P.E.
Director of Public Works/City Engineer
City of Muskego
Direct (262) 679-5686
This message originates from David Simpson. It contains information that may be confidential or privileged and is intended only for the individual named above. It is prohibited for anyone to
disclose, copy, distribute or use the contents of this message without permission, except as allowed by Wisconsin Public Records Laws. If this message is sent to a quorum of a governmental
body, my intent is the same as though it were sent by regular mail and further distribution is prohibited. All personal messages express views solely of the sender, which are not attributed to
the municipality I represent, and may not be copied or distributed without this disclaimer.
From: Jeremiah Johnson [mailto:jeremiah.johnson@muskegonorway.org]
Sent: Wednesday, April 06, 2016 3:33 PM
To: David Simpson
Cc: Julie Kelly; Kelly Thompson; joe.schmidt
Subject: Permitting
Hi Dave-
I understand this will need a greater level of discussion, but we have begun to map out our building plans and
wondered if we could work out an arrangement for permitting costs. Some have noted that the City has worked
on a time and material basis for permitting during past District projects? Is that something we could come
3
around in the coming month? Looking forward to all of the work will we be doing with you in the coming year!
--
Jeremiah Johnson SHRM-CP, CSRM
Buildings & Grounds Supervisor | Safety Coordinator | Muskego-Norway School District | 262.971.1807
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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MEMO
TO: Mike Paulos, P.E., Director of Public Works, City of Muskego
FROM: Scott Beduhn, P.E., Senior Project Manager, Ruekert & Mielke, Inc.
DATE: January 13, 2016
SUBJECT: New Middle School Evaluation
The Muskego Norway School District is planning to construct a new middle school on district owned land
within the City of Muskego. The new school will be located east of Durham Drive and south of McShane
Drive along the eastern municipal boundary. Figure 1 illustrates the general location of the proposed
school. Being within the City of Muskego the school will be served with municipal water. This technical
Figure 1
TUDOR OAKS SENIOR
LIVING COMMUNITY
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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memo summarizes the results of an evaluation regarding the water system improvements necessary to
adequately serve the school’s domestic and fire protection requirements.
As can be seen in Figure 1, the proposed school is located within an area of limited existing water
system infrastructure. To serve the needs of the school, the school district is proposing to extend water
service from the Tudor Oaks Senior Living Community located north of the school site. City staff have
asked Ruekert & Mielke, Inc. (R/M) to evaluate the capacity of the school district’s proposed water
system improvements. Specifically, the scope of work is to evaluate the following:
1. Determine the flows and pressure available at the New Middle School with the single point of
connection to the water main on the Tudor Oaks Senior Living Community property to
determine if the fire flows available will be sufficient for the fire protection at the new middle
school.
2. Determine the flows and pressure available at the New Middle School with the full loop
connecting to two different mains, Tudor Oaks Senior Living Community and along Hi View Drive
to connect at Durham Drive
If needed, the evaluation is also intended to identify if additional water system improvements may be
necessary to adequately serve the proposed school.
There are two basic criteria utilized to establish capacity. The first is the system’s ability to provide
adequate pressure under normal usage conditions and the second is the system’s ability to provide the
anticipated level of fire protection. Domestic demand was provided by representatives for the school
district and is anticipated to be 118 gallons per minute (gpm) under average conditions and 197 gpm
under peak conditions.
Fire protection needs can vary significantly from structure to structure and are calculated based upon
numerous factors including, type of building construction, building occupancy and use, building height
and the proximity of the building to other structures. Due to the number of factors that influence a
building’s fire protection need, the most feasible means to determining a buildings fire protection need
is to consult with the local fire department. The following fire protection requirements were provided
by representatives of the school district after consultation with the school’s fire system designer and
local fire department:
1. The school will be equipped with an internal sprinkler system which will designed to deliver
1,500 gpm at a minimum pressure of 50 pounds per square inch (psi). The delivery rate includes
both the sprinklers and an internal hose allowance.
2. The fire department has determined the need for an external hose allowance of 1,250 gpm at a
residual pressure of 20 psi.
3. The total fire protection need is equivalent to the sum of the sprinkler system and the external
hose allowance for a total of 2,750 gpm.
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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Utilizing the City of Muskego’s existing water system computer model, a representation of the proposed
water system extension to serve the proposed school was added. The model representation is shown in
Figure 2. The model was then run to calculate both pressure and flow characteristics using the demands
identified above. The first scenario was to identify the average and peak hour pressure with the
development in place. Based upon the model results it is estimated that the pressure will be
approximately 55 to 60 psi at the proposed connection to the school. (The pressure will vary slightly
based upon the actual demand and conditions of operation).
The second scenario was to identify the availability of fire protection. As identified above, there are two
components of fire protection that need to be evaluated. The first component is the internal sprinkler
system and the second is the external hose allowance requested by the fire department. While the
external hose allowance does not have a minimum required operating pressure, the sprinkler system
does. The fire sprinkler’s minimum operating pressure, as stated above, is understood to be 50 psi.
Regardless of the component of fire protection, the current regulatory requirements for minimum
allowable system pressure must be met. The current minimum allowable water system pressure during
an emergency (fire) condition is 20 psi.
The evaluation of fire protection availability was performed utilizing three individual analyses as follows:
1. The fire sprinkler in operation without the external hose allowance.
2. The external hose allowance without the sprinkler system.
3. Both components of fire protection simultaneously.
Existing 8‐inch water main
Existing 12‐inch water main
Proposed 8‐inch water main
Proposed connection to existing
water system.
Figure 2
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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In all cases, it is assumed that the school’s domestic demand at the time of the fire is equal to the
anticipate peak demand. Utilizing the proposed water system improvements as shown in Figure 2, the
model simulations provide the following results:
1. When applying the sprinkler system demand and peak hour domestic demand at the proposed
school service connection, the model simulation results in a negative pressure. The negative
pressure is an indicator that the system is unable to deliver the desired flow. Model simulated
pressure at the proposed fire hydrants surrounding the school range from approximately 6 psi
to 15 psi.
2. The simulated available hydrant fire flow (external hose allowance) is approximately 1,250 gpm
or less while maintaining a 20 psi residual pressure. The actual available flow rate would be
dependent upon the conditions of operation and customer demand at the time of the fire.
3. As is evident from the simulated results of the individual fire protection components, the
simultaneous operation of both the sprinkler system and external hose allowance cannot be
achieved with the proposed water system improvements.
As is most often the case, and exhibited in this instance, fire protection is the criterion by which water
main geometry (sizes and locations of mains) is generally determined. Although the water system
improvements proposed by the school district will meet the needs of the anticipated domestic flow, the
improvements will not provide sufficient capacity to meet the requirements for fire protection. To
identify the potential improvements necessary to meet the fire protection need, several alternatives
were evaluated. The alternatives consisted of both single and looped water mains of various sizes as
generally described in the scope of work.
The first alternative considered was an
increase in main size from the point of
connection to the existing water main at
Tudor Oaks to the entrance of the school.
As illustrated in Figure 3, this alternative
increases the size of the proposed 8‐inch
diameter water main to 12‐inches from
Tudor Oaks to the proposed school
service line. The alternative also includes
an increase to the proposed 6‐inch
diameter water service to 8‐inches due to
a significant pressure loss exhibited under
fire flow conditions.
Although a single 12‐inch water main
increases the overall capacity, the increased main size is only able to deliver approximately 1,500 gpm at
a residual pressure of 20 psi. The increased capacity would be sufficient to meet the external hose
allowance requirement or the sprinkler system (provided the school would be equipped with a
dedicated pump to increase the sprinkler system operating pressure), but is not sufficient to meet the
total fire protection requirement of both sprinkler and external hose allowance.
Figure 3
12‐inch water main
8‐inch water service
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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The second alternative considered was to
extend additional water main to the south
to create a loop, connecting at the
existing 16‐inch water main at Durham
Drive and Hi‐View Drive. Under this
alternative, the original proposed main
sizes were utilized except for the water
service which, as mentioned above, is
recommended to be a minimum of
8‐inches to minimize the pressure losses
during a fire event. The alternative is
illustrated in Figure 4.
Extending water main to complete a loop
will create an additional path for water to
flow. The additional conveyance will
provide an increase in overall capacity when compared to that of a single main. Under this alternative,
the capacity of the improvements is sufficient to deliver the sprinkler system requirements at a residual
pressure slightly less than 30 psi or is capable to deliver the external hose allowance with a total
anticipated capacity of approximately 1,700 to nearly 1,900 gpm at a residual pressure of 20 psi. While
the looped main configuration provides additional capacity, it is still not sufficient to deliver the
requirements of both the sprinkler system and external hose allowance simultaneously. Simulating the
simultaneous operation of the sprinkler system and an external hose allowance, the available external
hose allowance is limited to approximately 250 gpm while maintaining a minimum pressure of 20 psi.
As neither of the above alternatives will provide sufficient capacity to meet the total fire flow
requirement, additional alternatives must be considered that logically include both an increase in water
main diameter and additional main to create a loop. The following three additional alternatives were
simulated with the model:
1. Alternative 3: Combine Alternatives 1 and 2, utilizing 12‐inch diameter water main from the
connection at Tudor Oaks to the service connection at the school and utilizing additional 8‐inch
diameter water main to create a loop back to Durham Drive.
2. Alternative 4: Utilize the proposed 8‐inch water main from Tudor Oaks, but increase the
diameter of the additional looping main from 8‐inches to 12‐inches.
3. Alternative 5: Utilize 12‐inch diameter water main from the connection at Tudor Oaks all the
way to Durham Drive.
For comparison, model simulations for Alternatives 3, 4 and 5 were performed to determine the amount
of external hose allowance available when occurring simultaneous with sprinkler system operation and
applying the anticipated domestic demand. The model simulation results are as follows (values
represent the approximate hydrant flow available while maintaining a 20 psi residual pressure):
1. Alternative 3: 500 gpm
2. Alternative 4: 750 gpm – 900 gpm
3. Alternative 5: 1,100 gpm – 1,200 gpm
Figure 4
Additional 8‐inch water main
Proposed connection to
existing 16‐inch main
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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With a target hydrant flow of 1,250 gpm, only Alternative 5 offers the possibility to achieve the desired
hydrant flow while simultaneously operating the sprinkler system. As the modeling represents a
snapshot in time, the actual available hydrant flow may be slightly more or less than the model
simulated values, again depending on the actual conditions of operation and demands at the time of the
fire. As the current conditions of operation utilized in the model are generally conservative (no well
pumps operating and towers 10 feet below overflow), the available hydrant flow, although likely more,
may also be less than the simulated results if the actual tower water levels are lower than simulated in
the model. Also, as the available flows are calculated with a residual pressure of 20 psi, it will be
necessary for the school to be equipped with a dedicated pump to increase the sprinkler system
pressure to acceptable operating levels.
It is also worthwhile to note that the model simulations represent what is most likely an initial condition
that will change over time as the water system expands and additional improvements are completed.
Thus, what is marginally adequate now, may be more than adequate in the future. Future water main
improvements near the school should increase local flow capacity which will likely result in an increase
in available fire protection flow at the school. The school district, the City, and the fire department
should therefore determine if the anticipated initial condition of marginal adequacy is sufficient, or if
additional improvements are necessary to increase the “margin of error.”
To increase the margin of error the school district and City may consider extending larger diameter
water main east from Durham Drive. Utilizing larger diameter main, most likely 16‐inches in diameter,
will increase flow availability at the school. It is likely not necessary that the entire length of main
between Durham Drive and the school would need to be increased, but the amount would be
dependent upon how much of a margin of error is desired. Alternately, if it is possible, the school
district may consider changes to the school’s sprinkler system that may reduce the total flow rate
required during a fire event.
In a related, yet wholly independent topic, is the need for reliability. Water systems are planned and
designed to provide reliability which is intended to ensure continuation of service in the event of a
water main failure. Maintaining water service to facilities such as hospitals, nursing homes, child day
care centers, and schools is considered particularly important in protecting the occupants of those
facilities. As a single water main provides no reliability and would likely require the evacuation of such
facilities if left without water, it is the least desirable service option and should be avoided whenever
possible. A minimum of two feeds should be utilized to ensure that the minimum requirements for
facility operation can be met with one feed out of service.
The definition of “minimum requirements” however needs to be determined and may be more than is
defined by local, state, or federal regulation. While the anticipated domestic demand is certainly within
the definition of minimum requirements, for the safety and protection of the inhabitants of the facility,
a minimum amount of fire protection should also be part of the minimum requirements. As
demonstrated in Alternatives 1 and 2, a single main can provide a sufficient flow to meet the domestic
demand and internal fire protection (sprinkler system) plus a small percentage of the desired external
hose allowance, which may be sufficient to meet the definition of minimum requirements.
Therefore, based upon both hydraulic performance and reliability, a looped 12‐inch (or larger) water
main as illustrated in Figure 5 is the recommended alternative. Based upon the 12‐inch diameter loop
alternative, the anticipated total fire protection available is estimated to be approximately 2,700 gpm
258 Corporate Drive, Suite 200 Madison, WI 53714-2407 Tel. (608) 819-2600
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01/13/17 R:\CLIENTS DATA\13\Model\Middle School\Memo\New Middle School Evaluation Summary TM.docx~
with both connecting mains in service and approximately 1,500 to 1,900 gpm should one connecting
main be out of service.
In addition to the evaluation of service to the proposed school, the City of Muskego requested an
opinion of probable cost for the construction of the extended water main from the school site to
Durham Drive. Based upon the route identified in Figure 5, the estimated cost to construct a 12‐inch
diameter water main approximately 3,640 feet is $675,000, excluding engineering or administrative
fees.
SAB:sab
cc: Scott Kloskowski, City of Muskego
Dan Butler, PE, Ruekert & Mielke, Inc.
File
Figure 5
Connection to existing water system
at Tudor Oaks
Connection to existing water system
at Durham Drive
12‐inch water main
8‐inch water main
Page 1 of 1
CITY OF MUSKEGO
Staff Report to Common Council Standing Committee
Public Works
To: Public Works Committee
From: Michael N Paulos, P.E., City Engineer
Subject: Request for right-of-way vacation adjacent to Edgewater Heights
Date: January 17, 2017
Background Information:
Edgewater Heights LLC, Jason and Sheri Hackbarth, and Michael and Denise Collins are
requesting to vacate the right-of-way as described in the attachment. This is for a section
of previously dedicated right-of-way adjacent to the Edgewater Heights plat and was a
condition of approval that this right-of-way needed to be vacated by the developer.
Recommendation for Action by Committee:
Recommend vacation of the right-of-way adjacent to Edgewater Heights and as described
in the attachment with all costs related to said vacation process being paid for by the
petitioner.
Page 1 of 1
CITY OF MUSKEGO
Staff Report to Common Council Standing Committee
Public Works
To: Public Works Committee
From: Michael N. Paulos, P.E., City Engineer
Subject: Approve the 2017 Road Program
Date: January 17, 2017
Background Information:
Staff is preparing the 2017 Road Program. The overall project budget is $750,000
and $62,221.41 is available through the LRIP funds. The following is a list of the
roads being addressed:
Main Focus Projects
1. Parkland Drive and Jacob Court
a. Mill and overlay 2-inches
b. Replacement of concrete curb and gutter
2. Subdivision northeast of Little Muskego
a. Mill 4-inches, Pulverize 1-inch, install 4.5-inches of Asphalt
i. Jewel Court
ii. Kirkwood Drive
iii. Forest Drive
iv. Hiawatha Drive
v. Lake Street
vi. Redman Drive
vii. Wildwood Drive
viii. Shady Lane.
3. Concrete Pad Replacement at Salt Shed
Recommendation for Action by Committee:
Approve Staff to receive competitive bids for the 2017 Road Program.
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C i t y o f N e w B e r l i n 2 0 1 7 R O A D I M P R O V E M E N T P L A N
City of Muskego
Waukesha County, Wisconsin
C r e a t e d B y :C i t y o f M u s k e g oEngineering D i v i s i o n
U p d a t e d : J a n u a r y 1 1 , 2 0 1 7I
M A P L E G E N D
Street
Lakes
City Boundary
Parking Lot/Other
Road Improvements
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Page 1 of 1
CITY OF MUSKEGO
Staff Report to Common Council Standing Committee
Public Works
To: Public Works Committee
From: Michael N. Paulos, P.E., City Engineer
Subject: Approval of Public Water Main for Heritage Senior Campus
Date: January 17, 2017
Background Information:
The attached plans for public water main for Heritage Senior Campus are in the final
stages of technical review and staff feels that a Committee approval contingent upon all
final staff comments being addressed is appropriate at this time.
Recommendation for Action by Committee:
Approve the public water main improvements for Heritage Senior Campus contingent
upon completion of staff’s technical review comments.