HomeMy WebLinkAbout1997-07-16 BRAA Ltr to OPH Re W. Hwy. 5 Utility Study Nnne,rruu. Rufi�nC., r'ri+k •rnJASS OC +Bic; !n yr A/ri+mddvc Aetron,- t -qu.rr Opp,o+IU!tlry fmptoycr
B onestro ✓rrrrrip.da. OLIO G BOnCtttnu, PC • JOSCph �rlik, PC • Marvin L Sorv:dn, PC •
t irhard C. Turner. Mk • tilcnrt R. Cock. Pk - ItnnerI G. S4hudICnt. PE • Jerry A. Outodull, PE •
R osene Ruben W, ROSOr , Pk. And Susan M Eoerkn, CPA,. Snnior COnSUltants
1♦ ASJUrr.e P,JrlYlpalS How;trd A Sa Mt • Keith A. Couior Pt • Itoherr R Pre retie. PC.
Ande rlik & Itgh.rrd W 1 oster, PC. • David 0 Luskvta. VE • Nvbot C I tp I(, A + A • M.IrK A KIVV.I n PE •
MllnileI I RautnMnn, PE, • led K field, PC. • KcnMth P Anderson. PL. • Mark It. KOIWS, Mk. •
A ssociates SId ++ey P Wdtiamton. P.C. R S• Ienoere F Kutsmitn
0/rires 5r Paul Rotheste,. Wdlniar and St l leUd, MN • Mllwaukl•r. WI
Engineers & Architects
July 16, 1997
Mr. Michael Robertson
City of Oak Park Heights
14168 N. 57' Street
P.O. Box 2007
Oak Park Heights, MN 55082
Re: West Highway 5 Utility Study
Our File No, 55136
Dear Mr. Robertson:
A preliminary report on the extension of public water and sewer to provide service to the land to
Baytown Township lying west of Highway 5 was prepared to determine the feasibility and costs
associated with this proposal. The report was dated March 10, 1997 and assumed that only the
existing excess capacity in the Oak Park Heights sanitary sewer system would be utilized.
It should be noted that with a couple of rather minor modifications in the Oak Palk Heights
system, additional sewer capacity could be provided so that all of the Baytown Township laud
lying west of Highway No. 5 could be allowed to develop to usual and customary urban density
and uses with public sewer service. These modifications would include the replacement of the
pumps and motors in the existing sewage pumping station and extension of the force main from
the station 725 feet east where it would discharge into a larger trunk sanitary sewer.
It is proposed that the modifications be undertaken only when or if the pumping station starts to
reach its original design capacity. There will be some point in time when the pumps and motors
will have to be replaced after their useful life with the increase in size being of little significance.
The original report would seem to imply that there were capacity limitations that could not be
overcome. We want to assure you that this is not the case and there should be no concern that the
subject property can be developed to its highest and best use and that sanitary sewer capacity can
be made available in a timely and economical manner.
Very truly yours,
BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC.
g otaArtit aa
Joseph C. Anderlik
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Bonestroo, Rosene, Anderllk and Associates
2335 West Highway 36 • St. Paul, MN 55113 • Phone: 612 -636 -4600 • Fax: 612- 636 -1311
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