1.0. SR 01-08-1994
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TABLE 1. WA:s"'.mwATER FLOWPROJECI'ION
CITY OF EIJ{ lUVER
Prepared by Maier Stewart & A~tes, IDe.
September 1993
DWELLING UNIT PROJECTION
Development Area Number of Additional Dwelline Units
Years 1994 - 1995 Year 1998
1 st Phase 2nd Phase
Western Area
Heritage Landing 77
Mississippi Oaks 37 118
Lakoduc 450
Northwestern Area
Meadowvale Heights 54 54
Eastern Area
Hillside Estates 50 12 600
e Cherryhill Bluffs 10 20 16
Commercial Developments - 189
-
TOTAL 228 86 1,373
WASTEWATER PROJECTION
Years 1994 - 1995
Year 1998
Number of Additional People
(2.93 people/dwelling unit)
920
4,000
Wastewater Flow Increase
(100 gallons per capita per day)
Present wastewater Flow (gpd) -.
92,000
400,000
560,000 _
560 000 -:..;::....
. h - - ..~~~."--=-~:~f~~::-:.
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Total Wastewater Flow (gpd)
- 652,0Q0-
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151-1004.sep
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PROJECT SCHEDULE AND PROBABLE COST
WASTEWATER TREATMENT PLANT EXPANSION
CITY OF ELK RIVER
MSA, CONSULTING ENGINEERS
JANUARY, 1994
I. Interim Plan (1.04 MGD)
Submit Plans & Specs to MPCA
Advertise for Bid
Bid Open
Construction Begins
Substantial Completion
Final Completion
Date
1/7/94
217/94
317/94
3/21/94
10/15/94
11/15/94
Construction Cost
Overhead and Administration (28 %)
Total
Cost
$1,000,000
280.000
$1,280,000
II. Plant Expansion (2.2 MGD)
Submit Plans & Specs to the MPCA
MPCA Review with Comments
Submit Revised Plans & Specs to the MPCA
Plans & Specs Ready for Bidding
Date
June, 1994
Oct, 1994
Jan, 1995
Mar, 1995
Construction Cost
Overhead and Administration (28 %)
Total
Cost
$3,633,000
1.017.000
$4,650,000
III. Addition of Tertiary Filters
(Lower the pollutant concentrations in order to maintain mass loadings)
_ Monitor mass loadings vs. flow rate to determine when and if filters will be needed.
Probable time if filters are needed.
Date
2005-2015
Construction Cost
Overhead and Administration (28 %)
Total
Cost
(1994 dollar~)
$730,000
204.000
$934,000
151-0506.jan
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October 19, 1993
Drainage Easement
19075 Xavier Street NW
Steve & Cher Hartman
0! 1- 7&95 ~e-)
Potential Agreement
1. Culvert to be underground up to and under the driveway.
2. Replace the current rock area across the front of th~ lot andrlJn
the surface water from it into a "beehive" type of grate near the
driveway. Provide landscape features suitable to hide the grate.
3. Trees removed during construction to be replaced with like
variety and reasonable size.
4. Sprinkler pipe currently passing through the driveway culvert will
tit be sleeved under new driveway.
5. All sprinkler zones will be restored to working condition. A new
zone will be installed in the area where the drainage pipe enters
the lot.
6. The driveway will be replaced from the point where it splits into
two sections to the street. A small area of pavement in front of
the new garage will also be added as a courtesy.
7. Sod will be used instead of seed.
0. AuA 8. Because the presence of this easement in the middle of this lot
(Jlot4~ J/ALV€" substantially changes the sale value of the property, a fair price
~ Ad ~~~.t will be agreed upon for the granting of the easement.
I IA)C ~ 9. Work will be accomplished no earlier than Spring of 1994 and will
be scheduled in such a manner as to cause no hardship to the
residents.
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STORM SEWER FUND
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PROJECT
Westwood
Fresno
Master Storm Plan
Various Drainage Repairs
Unfunded Costs Incurred To Date
PROPOSED PROJECTS
Deerfield III
Schulz/Deschenes
Main & Evans
Projects To Be Funded
TOTAL STORM SEWER COSTS
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CURRENT REVENUES AVAILABLE IN STORM SEWER FUND
For Debt Service
For Project Costs
TOTAL FUNDS AVAILABLE
FUND SURPLUS (SHORTFALL)
Revenue sources need to be identified before authorizing additional storm
sewer projects.
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Finance Dept 11/7/94 2: 1 9 PM
COST
115,033.99
72,935.28
31,966.83
6,323.92
226,260.02
150,000.00
400,000.00
125,000.00
675,000.00
901,260.02
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(901,260.02)