HomeMy WebLinkAboutCAPITAL IMPROVEMENTS - 02/17/1982 - MINUTES
CAPITAL IMPROVEMENTS- COMMI ETT MEETING
Wednesday February 17, 1982
MEMBERS PRESENT: STAFF PRESENT:
Michael Tosto, Chairman H. Peter Kaleta, Director PWD
Ronald Chernick Tom Cech, V.E.
Stephen Uhlarik Michael Falls, Ass't Dir. PWD
Ray Peterson, Asst. V.E.
Robin Weaver, Admin. Asst, PWD
OTHERS PRESENT:
Tom Pekny, Donohue and Assoc.
Dale Tekippe, Donohue and Assoc.
The meeting began at 7:05 P.M. by action of Trustee Tosto, the Committee Chairman.
ASPHALT FOR FISCAL YEAR 1982-83
The Committee decided to recommend to the Village Board that asphalt for
fiscal year 1982-83 be advertised for bids now in order to obtain the best
possible prices. It is estimated that the following amounts will be needed
during this coming year.
FUND NEED SURFACE COURSE BINDER
MFT Street Resurfacing 8005 Tons
MFT Street Patching 3720 Tons
FRS Public Wks. Parking Lot 330 Tons 220 Tons
W&S Three (3) Well Sites 580 Tons 320 Tons
CORP. Two (2) R.R. Crossings/
Greenleaf Station 285 Tons 140 Tons
SUB-TOTAL 9200 Tons 4400 Tons
TOTAL . . . . . . 13,600 Tons
Based on an estimate of $24.00/ton for surface course and an estimate of $23.00/ton
for binder, approximately $322,000.00 would have to be obtained as detailed below:
Motor Fuel Tax $ 277,680.00
Federal Revenue Sharing 12,980.00
Water & Sewer 21,280,00
Corporate 10,060.00
$322,000.00
FEASIBILITY STUDY - ELK GROVE BLVD. DRAINAGE DITCH
Tom Cech, Village Engineer introduced Tom Pekny and Dale Tekippe of Donohue
and Associates, who then presented their feasibility study regarding the Elk Grove
Boulevard drainage ditch. A supplemental chart comparing alternates was dis-
tributed. A copy of that chart is attached to these minutes. The problems
Minutes - Capital Improvements Committee Meeting
- continued -
identified with the drainage ditch relate to both safety and aesthetics and
exist due to: standing water; erosion of ditch slopes and debris accumulation.
The three alternatives proposed were: 1) enclose channel in metal arch and
circular pipe; 2) line the channel; and 3) enclose channel downstream of
Victoria Lane and line channel upstream of Victoria Lane to Tonne Road.
Trustees Chernick and Dhlarik queried whether or not the concrete lining would
have some type of bedding other than topsoil. As it would not, they cited
future problems caused by weeds growing through the cracks. The main concerns
of the Committee were in regard to possible flooding of residences if the
ditch were entirely enclosed. Dale Tekippe cited two (2) checks against
that situation occurring: 1) careful plans and specifications requiring
adequate inlets and proper design; as well as 2) careful review of the
plans during the permit application process with the Illinois Department
of Transportation and the Division of Water Resources. The ditch improvements,
according to Dale Tekippe, would be designed and constructed so that street
flooding would be contained if not decreased based on a 100 year recurrence
interval flow. The cost figures listed in the Feasibility Study include
construction costs, contingency costs and engineering fees.
Following discussion on the negative and positive aspects of each alternative
as well as various duration properties of each material, all Committee members
agreed that the best solution to the drainage ditch problems would be to com-
pletely enclose the channel.
The Committee will recommend that a project to enclose the drainage ditch from
Tonne Road to Victoria Lane with concrete pipe and to enclose the ditch from
Victoria Lane to Cypress Lane with metal arch be considered by the Village Board
along with other large capital improvements during the budget process. As
further engineering study and development of design plans would take approximately
sixty (60) days and permit application and approval from the Illinois Department
of Transportation and the Division of Water Resources would take several months,
actual construction could not begin until the 1983 construction season. However,
fees for engineering services would have to be allocated in the 1982-83 Budget.
The Committee will recommend that the construction effort be done in phases, be-
ginning with the Salt Creek end, in order to spread the capital cost estimated
tr at $1,175,000.00 in 1982 dollars, over several years.
The meeting adjourned at 9:30 P.M.
Respectfully submitted,
Robin A. Weaver
Admin. Ass't. Public Works
RW/jw
enc. - Comparison chart, cross sections
cc - President & Board of Trustees
Village Manager
Village Clerk
Director of Public Works Asst. Director of Public Works
Village Engineer Asst. Village Engineer
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FIGURE 9 - METAL ARCH
TYPICAL CROSS SECTIONS
ELK GROVE BOULEVARD DRAINAGE DITCH
OONONUE
1982
WL-999
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