CCR1978070RESOLUTION #70-78 (As Amended)
APPROVAL OF PRELIMINARY PLAT
(Marlan Meadows)
WHEREAS, a preliminary plat for a proposed 69 lot sub-
division in Section 4 has been submitted to the Common
Council known as Marlan Meadows, and
WHEREAS, the Plan Commission has recommended approval
of the preliminary plat subject to the conditions that
an easement be provided on Lot 30 for a turn-around
with the City to obtain the 25' strip of city-owned land
at the end of Elm Drive and that the developer negotiate
to the north to be attached to Lots 48, 49, 50, 51, 52
and Outlot 3.
THEREFORE, BE IT RESOLVED that the Common Council of
the City of Muskego does hereby approve of the prelim-
inary plat for a proposed 69 lot subdivision in Section 4
subject to the conditions that an easement be provided
on Lot 30 for a turn-around at the end of Elm Drive and
that the developer negotiate with the City to obtain
the 25' strip of city-owned land to the north to be
attached to Lots 48, 49, 50, 51, 52 and Outlot 3.
BE IT FURTHER RESOLVED that prior to the submittal of
Plan Commission and Council will be executed.
the final plat a developer's agreement acceptable to the
BE IT FURTHER RESOLVED that the developer's agreement
contain appropriate language relative to the maintenance
of Outlot #2.
DATED THIS 25th DAY OF April , 1978
,,,A w. ilkh&
Ald. Edwin P. Dumke
ATTEST
City Clerk
RESOLUTION #70-78
/ APPROVAL OF PRELIMINARY PLAT
(Marlin Meadows) i
WHEREAS, a preliminary plat for a proposed 69 lot sub-
Council known as Marlin Meadows, and'
division in Section 4 has been submitted to the Common
WHEREAS, the Plan Commission has r{commended approval
of the preliminary plat subject to the conditions that
an easement be provided on Lot 30 for a turn-around
at the end of Elm Drive and that/ the developer negotiate
with the City to obtain the 25' strip of city-owned land
to the north to be attached to Lots 48, 49, 50, 51, 52
and Outlot 3.
THEREFORE, BE IT RESOLVED t9at the Common Council of
the City of Muskego does he,reby approve of the prelim-
inary plat for a proposed 169 lot subdivision in Section 4
on Lot 30 for a turn-aroynd at the end of Elm Drive and subject to the conditions/that an easement be provided
that the developer negot,iate with the City to obtain
the 25' strip of city-oyned land to the north to be
attached to Lots 48, 49, 50, 51, 52 and Outlot 3.
BE IT FURTHER RESOLVED that prior to the submittal of
the final plat a deve'lopers agreement acceptable to the
Plan Commission and,Council will be executed.
!
/
/
I
DATED THIS
I
/DAY OF , 1978.
I
plan Commission
City of Muskego
P. 0. Box 25
Muskego, WI -53150
Gentlemen:
The results of our storm drainage study for Marlan Meadows Subdivision in Section 4 are as follows.
1. 100 yr. storm peak flow contributing to exist-
just-.South of :Pear1 Drive is 350 cfs.
ing 48" x 76". conc. low-head at Muskego Drive
2. The--48" x 76" pipe-can drain 140 cfs with no
head water backup.
3. To reduce the above peak flow and utilize the
layout of Marlan Meadows Subdivision, two
detention ponds operating in series were studied.
4. To maintain the capacity flow from the existing
24".CMP crossing Martin Drive of 12 cfs, a
detention area with 37:8 ac.-ft. of storage is
needed North of Martin Drive. A 10.0 acre site
having a average depth of 7.0 feet, 5 foot water
is needed-to-accommodate a pond of this volume
depth and 2.0 feet of freeboard
5. In series with the above pond, a detention area
with 4.5 ac.-ft. of storage is needed in Marlan
Meadows Subdivision, located within Outlot 2
This pond would require an outlet flow release
The entire area of Outlot 2 would be needed to
rate of 60 cfs. based on the 100 yr. storm flow.
construct this pond having a water area of 1.0
acre and and average depth of 6 5 feet, 4 5 foot
water depth and 2.0 feet of freeboard.
6. The above ponds would be constructed to drain low
flows in an invert along the bottom of the pond
which would have a minimum grade of 0.50%.
March 31, 1978
RUEKERT & MIELKE. INC
mFCISIEIICD LINO SURVIIORS
PQOFC55lONAL ENGINEER5
.le FREDLRIC" STREET
WAUKESHA. WISCONSIN 53166
s- Page two
Plan Commission
The above detention facilities are recommended for implementation
in the development of this area in Section 4 in order to eliminate
future storm water backup problems in the area of Muskego Drive
at the inlet of the existing 48" x 76" concrete low-head pipe.
Very truly yours,
RUEKERT & MIELKE, IN.
FRjr. :sl
cc: Mr. Gerald Lee, City Building
Inspector
Mr. Roger Johnson