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� 2335 West Highway 36 • St. Paul, MN 55113 <br /> Bonestroo <br /> Rosene Office: G51-63G-4G00 • Fax: 651-G3G-1311 <br /> Anderlil<& www.bonestroo.com <br /> Associ�tes <br /> Engineers&Architects <br /> May 5, 2005 <br /> Ms. Janice Gundlach <br /> Plaiuier <br /> City of Orono . - <br /> Post Office Box 66 <br /> Crystal Bay, MN 55323 <br /> Re: 1146 Wildl�urst Trail <br /> File No. 139-OS-000 <br /> Plat No. OS-3100 <br /> Dear Janice: <br /> We have reviewed the revised site plans dated 5-3-OS for the proposed improvements to 1146 <br /> Wildhurst Trail.The site improvements include the removal of an existing house and boat house,the <br /> construction of a new house and detached garage along with the associated site grad'uig.We have the <br /> following conmients with regards to engineering inatters: <br /> • The revised grading plan shows a proposed retaining wall along the northwest lot line. The <br /> wall does not meet the city standard 5-foot set back from the lot lirie and should be revised. <br /> • The retaining wall systeizi approaches 14-feet in height on the lake side of the home. This <br /> will have a massive visual impact from the lake and could have significant im�acts on the <br /> property to the east in the event the wall failed. The wall height could be nzitlimized if the <br /> house footprult was moved northwesterly towards the road 10 to 15-feet. <br /> • Retauiing walls that exceed 4-feet ui height require a separate engineered design and detail <br /> submittal. <br /> • The concept of routing storm water along the northeasterly side of the home and then tui7iulg <br /> it towards the center of the lot on the lake side of the home is good, although the proposed <br /> swale grades exceed the 5%maximum we typically recommend for a vegetated swale. The <br /> plans should include swale stabilization details or the swale grades should be reduced. <br /> • An existing catch basin is shown south and west of the hoine but no information is included <br /> as to the downstream pipe.City records indicate the downstream�ipe discharged towards the <br /> center of the lot and flows were routed from the discharge poi�lt towards the lake tlu�ough a <br /> swale.The swale conveyed the storm water around the southwest side of the boat house.This <br /> swale has silted in over the years and the drainage systeni no longer fiuictions as it should. <br /> The grading plan should include the existing pipe inforn�ation and should include <br /> infoi•maiion as to how the swale can be regraded once the Uoat house is removed. <br /> • City records also indicate that at one time there was a downspout sysiem in place along tl�e <br /> northeast side of the home to route water away from the existing home. The city has verified <br /> that fliis system no longer functions and the property to the east of this site has experienced <br /> water problems due to runoff from this site. The plans should include provisiotis as to how <br /> St. Paul, St. Cloud, Rochester, MN • Milwaul<ee, WI ■ Chicago, IL <br /> Affirmative Action/Equai Opportunity Employer and Employee Owned <br />