PUM19950518PUBLIC UTILITIES COMMITTEE - CITY OF MUSKEGO
MINUTES OF MEETING HELD THURSDAY, MAY 18, 1995
The meeting was called to order at 7:02 P.M. by Chairman Sanders.
Also present were Committee Members Rasmussen and Salentine, Mayor
De Angelis, Utility Supt. Scott Kloskowski, Richard Eberhardt
(Ruekert & Mielke) and those per the attached list.
The Committee noted that the meeting was posted on May 15, 1995,
in accordance with the Open Meeting Law.
The Committee discussed the status of the following projects:
Hillendale-North of HWY L Sewer and Water
Nothing new to report.
Southeast Sewer Project
Richard Eberhardt, Ruekert & Mielke, updated the Committee that
the forcemain project is twenty percent complete; the contractor
lost 8 1/2 crew days due to rain.
Boxhorn, Groveway, Ryan
Richard Eberhardt (Ruekert & Mielke) advised the Committee that
• the final sewer plans are at MMSD and approval has not yet been
received. On May 18, 1995, the bids for the project were
advertised and are scheduled to be open on June 6, 1995.
Mr. Eberhardt reviewed with the Committee the proposed assessment
comparisons and memorandum from Plan Director Matt Sadowski that
listed potential additional lots fronting on Boxhorn and Ryan
Road. Ald. Rasmussen moved to approve the inclusion of the 42
additional potential lots and to approve the current assessment
roll of 110 parcels as of April 19, 1995. Seconded by Ald.
Salentine, motion carried 3-0. Ald. Rasmussen moved to direct the
City Engineers to provide three options for the assessments; one
on a front foot calculation, one on a unit cost, and one on a unit
plus front foot calculation. Seconded by Ald. Salentine, motion
carried.
Ald. Salentine moved to amend the Subdivider's Handbook, in regard
to riser detail for mains greater than 16 ft. to require
construction per exhibit, to be inserted into the Handbook as page
99A, and to incorporate this requirement in the Boxhorn, Groveway,
Ryan Sewer project.
Mystic Drive/Foxboro North
Nothing new to report.
Woods Road Sewer & Water Project
The Committee reviewed with Richard Eberhardt, Ruekert & Mielke,
the preliminary draft of the assessment roll for the above
PUBLIC UTILITIES COMMITTEE - PAGE 2
MAY 18, 1995
project. Ald. Salentine moved to recommend approval of the
preliminary draft of the assessment roll, calculated on front
foot, and requests that affected property owners be sent a notice
and a copy of the assessment roll for their review and approval.
Seconded by Ald. Sanders, motion carried 3-0. The Committee
requests that an ownership determination be made on property on
Woods Road indicated on the working project map.
Waukesha County Park Sewer & Water Project
Nothing new to report.
Racine Avenue Water Proiect
Richard Eberhardt reviewed with the Committee proposed
construction plans for the Racine Avenue watermain. Ald.
Salentine moved to approve the construction of watermain along
Racine Avenue from the north property line of tax key (2223.980)
to Jean Drive, and across Racine Avenue to connect to the
watermain on Jean Drive, with all costs to be charged back to the
Developer and to direct the City Engineer to remove the Boehm
property from the assessment roll as all costs for watermain in
front of that property will be charged to that property. Seconded
by Ald. Rasmussen, motion carried.
Champion Villages (CCV
• Project awaiting MMSD approval.
Candlewood Creek
Nothing new to report.
The Committee noted that the status of REC Allocation remains at
1,080.
Utility Superintendent Kloskowski advised the Committee that he
has contracted with Muskego Plumbing & Pipe Company to install the
water meters on the commercial users that are required to be
metered by MMSD, on a time and material basis.
Mr. Mike Raboine appeared before the Committee to request
determination of public or private sewer main extension and
easements on Hillendale. The Committee determined that since this
sewer main extension has a potential to also provide service to
Mill Valley School, that the easement will be required from the
Muskego Norway School District to be given to the City even though
this will be constructed by the Developer. The Committee is also
requiring a 10 ft. permanent utility easement along the property
line together with a 20 ft. permanent sanitary sewer easement
parallel to said utility easement.
. Mr. Tom Wernette appeared before the Committee to request sewer
service to three potential lots on Flintlock Trail to be served by
grinder pumps and forcemain. Ald. Salentine moved to approve
PUBLIC UTILITIES COMMITTEE - PAGE 3
MAY 18, 1995
• connections contingent upon Plan Commission approval of proposed
land division and payment of Sewer Extension Permit. Seconded by
Ald. Rasmussen, motion carried.
The Committee reviewed Town of Norway Invoice for first quarter of
1995 in the amount of $13,981.78. Ald. Salentine moved to approve
noting that there were no overages. Seconded by Ald. Rasmussen,
motion carried.
Bids have been let out for the drilling of the well in Muskego
County Park site and plans and specification were sent to the DNR
on 5/18/95.
The Committee discussed the status of Water Reservoir Site. The
watermain to the Reservoir and Booster Station area has already
been installed and construction on the driveway and Booster
Station will start soon. DNR plans were approved on 5/17/95.
The meeting adjourned at 10:10 P.M.
Respectfully submitted,
• Ald. Nancy Salentine
Secretary
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Meeting: t-luollc Utllrtles cornrafleb Date:
NAME:
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GROUND SURFACE
LATERAL WHERE INCLUDED
IN CONTRACT
FOR FUTURE CONNECTION, END
COMPACTED GRANULAR BACKFILL AT
UPPER END OF 45' BEND AND PLUG
BEND WITH A WATERTIGHT STOPPER.
APPROVED FLEXIBLE
45' BEND
DOUBLE BELL FITTING OR
SPIGOT TO BELL CONNECTION
APPROVED RISER ADAPTOR OR
INSTALL SHORT NIPPLE AND
PROVIDE BELL TO BELL CONTACT
APPROVED WATERTIGHT
JOINTS OR SPIGOT TO
BELL CONNECTION
90' LONG
SWEEP ELBOW
#4 BAR
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18" MIN. DIA. FIBEROUS
TUBE WITH STONE CHIP
BACKFILL
COMPACTED GRAVEL OR
SPOIL BACKFILL PER PLAN
APPROVED FLEXIBLE
PREFABRICATED TEE
OR WYE
4" MIN. CLASS "D"
CONC. ENCASEMENT
RISER DETAIL
FLEXIBLE RISER TO FLEXIBLE MAIN
GREATER THAN 16 FEET DEEP
SCALE: 1/2"=1'—O"
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