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m Bones troo <br />Rosene <br />Anderlik & <br />Associates <br />Ctio G Boocjifoo PE <br />Pcc^ W tyiicne. P£ <br />Joiecn C AncJcr-*. P£ <br />£ Torrvf. P£ <br />C 0*vcyi P£ <br />a Coo* PE <br />T'xnjv £ Noyei P£ <br />toow G Scnun<r«. p£ <br />\Urwtn L SorwM. P£ <br />Kciin A Ootaon PE <br />RKr\MO W Poitcf. PE <br />Oon^ C Buf9«n3L PE <br />Jerry A BouOoa P£ <br />Mjft A HjTion PE <br />:«3 K PE <br />\t<rjei T aiutmjnn PI <br />Rooen R P?tfftf«, P£ <br />Oivo O Louou. P£ <br />Thomji w Pttenon. P£ <br />C Lyncn. PE <br />Janies ft \Uyno. PE <br />Kcnnetri p Anceruyv PE <br />\!jf* R Rofi. PE <br />Rooert C Pusie*. AIA <br />Trxjrrvii £ Angui P£ <br />Mowvm J a Soriora PE <br />Oaniei J Eogenon. PE <br />Mjfk A Se<x PE <br />Pn#p j Cjsweii PE <br />/ <br />f.Ufi D Wafi<v PE <br />Tncmai R AncJenon. Al>^ <br />Cory P Ryynoer. P£. <br />M*e» B Jensen PE. <br />L Pn*NJ Grjvei at. PE <br />Crunei A £r*.ison <br />Leo M P jwwe<s*y <br />PUrUnM CXson <br />Susjn M EOerka C PA <br />Engineers & Architects <br />January 8, 1990 <br />City of Orono <br />Box 66 <br />Crystal Bay, MN 55323 <br />Attn: Ms. Jeanne Mabusth <br />Re: File No. 139-1457 Indian Creek <br />Dear Jeanne, <br />tfe have reviewed the preliminary plat submitted on the Indian Creek subdi­ <br />vision. The plan as submitted is acceptable provided an outlot is provided to <br />the vest for a future street. <br />The storm water drainage calculations have been provided for the subdivision. <br />The runoff from the site has been controlled at the same rate that existed <br />prior to development or less. The City may reduce the flow from the watershed <br />in the future when the comprehensive storm sewer plan is completed. The <br />developer has provided a ponding area to mitigate the filling in of the wet­ <br />land required to construct the streets. Drainage easements will be required <br />along all lot lines and at other locations as shown on the plan. <br />The street construction will be in accordance with City of Orono standards. <br />Stabilization fabric will be required in all areas where the organic materials <br />are not removed from under the roadbed. Three feet of good soils will be <br />required between the fabric and finished subgrade. The developer shall <br />provide a soils report for construction of the street through the low area. <br />Outlot D shall be constructed as a normal street section through the wetland <br />area. Outlot B shall be constructed as a driveway section 16 feet vide <br />through the wetland area. The developer shall grade the ditch along Watertown <br />Road to provide for a standard roadway section. <br />The construction of bituminous flumes will be required where the water is <br />discharged into the wetland area. Storm sewer with catch basins will be <br />placed near Watertown Road to control the runoff. <br />If you have any questions, please contact this office. <br />Yours very truly, <br />BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. <br />GRC:li <br />2335 West Highway 36 • St. Paul, Minnesota 55113 • 6I2-636-4600 <br />;,;1