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CANCIL IWEETING <br />To: Mayor Graben & Orono Council Members �,�� Or <br />City Administrator Bernhardson f QRUM0 <br />From: Michael P. Gaffron, Asst planning & Zoning Administrator <br />Date: February 3, 1988 <br />Subject: #1223 John B. Waldron, 1951 Concordia Street - <br />Conditional Use Permit & Variance - Denial Resolution <br />List of Exhibits <br />Exhibit A - Council Minutes of 1/11/88 <br />Exhibit B - Notice of Council Action Dated 1/14/88 <br />Exhibit C - Sketch From Applicant Showing Revised Proposal <br />Exhibit D - Letter From City Engineer Regarding Revised Proposal <br />Exhibit E - Proposed Resolution <br />Discussion - <br />At Council's January llth, 1988 meeting, Council voted 4-0 to deny the <br />walkout excavation cut, directing staff to draft a resolution of denial for <br />the next meeting. Applicant was subsequently advised by staff that it <br />would be appropriate for him to make a final proposal regarding the bank <br />restoration which even without the walkout cut would require a conditional <br />use permit. and variance review. Applicant was also advised to verify <br />whether or not he still proposed a deck on the property. <br />Applicant subsequently submitted a drawing showing a 3' deep, flat- <br />bottomed excavation on the lakeshore side of his home. The area proposed <br />to be excavated to a 3' depth is approximately 2/3's of the existing <br />lakeshore yard area. Based on this plan, which is not dimensioned, <br />applicant also proposes to create a new balcony apparently from the main <br />f loor of the house, and retain the existing deck neat the precipice. The <br />drawing dces not indicate exactly how the lakeshore bank is to be restored <br />but indicates generally a uniform grade from top to bottom. <br />City Engineer Glenn Cook has reviewed the plan submitted and indicates <br />that from 150-200 cubic yards of material would be removed under this <br />scheme. Cook feels that this proposal is not significantly different than <br />the previous submittal, and there would be no significant improvement ir. <br />run-off water quality nor any reduction in water quantity discharged as a <br />result of the improvement. <br />It would appear from the drawing submitted that no retaining walls <br />will be installed. From a visual standpoint, an area of foundation wall 3' <br />high by 30' long will be exposed. The beneficial effect of this proposal <br />from the applicant's standpoint apparently is that a slightly flatter slope <br />can be established in restoring the bank than if the present elevations <br />were to remain. However, as staff noted previously, the extent of the <br />grading proposed far exceeds that which is necessary in order to accomplish <br />adequate and acceptable bank restoration. <br />