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6.%<?5Tos <br />Proa: <br />Date: <br />Subject <br />Chairman Kelley and Planning Commission Memb^^Mayor Peterson and City Council ^^on Moorse, City Administrator <br />Jeanne A. Mabusth, Building & Zoning Administrator ' <br />June 8, 1992 <br />#1739 Albin J. Nelson, 500 Oxford Road - <br />Conditional Use Permit - Public Hearing <br />9 <br />Pertinent Ordinance <br />Section 10.03, Subd. 19 - Applicant proposes land alterations in <br />excess of 100 cubic yards. The alterations involve the removal of <br />tiered retaining walls and the replacement with fill at 2.5 to 1 <br />slopes. <br />List of Exhibits <br />A - Gustafson Report dated 6/5/92 <br />B - Application <br />C - Plat Map <br />D - Property Owners List <br />E - Topographic Survey <br />Description of Request <br />The applicant proposes the removal of tiered retaining walls <br />within the street yard. The retaining walls were installed at the <br />time of the installation of the pool and patio area and are now in a <br />serious state of disrepair. The purprse of the application is to <br />install fill at elevations that can be planted with ground cover that <br />will not require regular maintenance. Fill to be placed in the ^reas <br />where there are several mature trees shall be protected with 50 leal <br />ft. 3-*4' high retaining wall to be placed at the base of the northern <br />portion of the fill area. Refer to your topographic plan. Exhibit E. <br />The City Engineer's office has completed the review of this <br />conditional use permit application. Please refer to Shawn Gustafson's <br />report of June 5th, Exhibit A. The report notes the following issues <br />to be addressed by applicant: <br />1. <br />2. <br />Existing timber retaining walls should be removed and <br />disposed at an approved disposal site. <br />Ground cover at 2.5 to 1 slopes must be of <br />vegetation that will not require maintenance. <br />a type of <br />tri, <br />V. <br />3.Granular material and drain tile to be installed behind 3-4' <br />high retention wall to minimize hydrostatic pressure at the <br />base of the wall.