Laserfiche WebLink
1/1 Bonestroo <br />Rosene <br />^SAnderlik & <br />Associates <br />Ono G 3on«troa PE <br />fibOftt ^ Ro«ne. PE <br />JOKon C Anoeftiii. PE <br />P<na#0 E Turner. PE <br />C Osson PE <br />Gienn P Coot PE <br />Thomas £ Noyei PE <br />ROOert G Scrxirtcftt, PE <br />VUrwtn L iorv#4, PE <br />A Go»don PE <br />w Po«ef, PE <br />DonatJ C BurgifOi. PE <br />jerry A Bourdon. PE <br />Mart A Manion. PE <br />Ted K PE <br />M<naet T Rjuamnn p£ <br />Rooert R Pfsffcne PE <br />Oavid Q Lowxa. PE <br />Tnomas Peterion. PE <br />M<nae« C Lyncn PE <br />jamei R Maiand. PE <br />Kerviem P Anoenon PE <br />Mart R Rbtfl PE <br />Hboert C Ruiiet a i a <br />Thomas E Arguv PE <br />MO¥va»o A Sarfcra PE <br />D^jct J Edgcrtor p£ <br />Mart A Sec P£ <br />Ph4<» j Caswet PE <br />/ <br />r.tart 0 Waitv PE <br />Thomas R Anderson. AJ A <br />Gary F Rytarx3er PE <br />Miles B Jertsen. PE <br />L Pn mo Gravel fl PE <br />Cnanes A Enckson <br />Leo M Pawe^ <br />Hanan M 0<son <br />SusanM Ebertn CPA <br />Engineers & Architects <br />JanuaxTT 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 />We 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 west for a future street. <br />The storm water drainage calculations have been provi led 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 wide <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 4.*lumes 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 />1 <br />Yours very truly, <br />BONESTROO. ROSENE. ANDERLIK & ASSOCIATES, INC. <br />GRC:li <br />2335 West Highway 36 • St. Paul, Minnesota 55113 • 612-636-4600 <br />“i.w -w-T- .-k- “ >.'7;^