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! <br />r <br />To: <br />From: <br />Date: <br />Planning Commission Members <br />Michael P. Gaffron, Assistant Zoning Administrator <br />November 14, 1985 <br />I <br />: 1 <br />^ • <br />Subject: #929 Lyle Rahn, 1146 Wildhurst Trail - <br />Conditional Use Permit - Third Review <br />This application was tabled at your October 21st meeting pending <br />a review of the hardcover and drainage situation. You will recall <br />that the general attitude of the Planning Commission was to grant the <br />conditional use permit for guest cabin usage subject to the hardcover <br />being made as conforming as is feasible, and subject to applicant <br />addressing the drainage problems. <br />List of Exhibits <br />Exhibit A - <br />Exhibit B - <br />Exhibit C - <br />Exhibit D - <br />Exhibit E - <br />Exhibit F - <br />Survey With Hardcover <br />Hardcover Calculations <br />Conceptual Drainage Control System (By Applicant) <br />Planning Commission Minutes of 10/21/85 <br />Notice of 10/22/85 <br />Staff Memo of 10/17/85 With Notes <br />Exhibits A and B show that existing hardcover in the 0-75' set­ <br />back zone is less than 2%. In the 75-250' setback zone, existing <br />hardcover is about 35.5%. This could realistically be reduced only a <br />few percentage points. The stairways and walkways on the property are <br />for the most part necessary for the usability of the property due to <br />the steep slopes. The upper driveway is about as small as possible <br />while still being functional. The lower driveway -s graveled about <br />halfway across the lot, and also serves a access for the City to <br />maintain its sewer line which crosses the property. <br />The property has an obvious drainage problem as you can see along <br />the south side of the house, where erosion is occurring. Suggest <br />applicant proposes a swail/gutter and cistern or "dry well" system <br />which would transport the run-off from the hills above the house to <br />temporary storage for underground discharge. This would create the <br />need for additional hardcover (note the 5' wide blacktop strip in Item <br />C-5) but if functional would ultimately tend to reduce the amount of <br />sediment entering the lake from the surface run-off. I would suggst <br />that the applicant obtain the advice of a qualified engineer before <br />actually constructing such a system. City Engineer, Glenn Cook's <br />initial thoughts on this are that a catch basin and underground pipe <br />would be better than the swale. <br />The only item of hardcover that could realistically be reduced is <br />to remove the plastic from beneath the wide stairway between the house <br />and the lower driveway. This might drop it to about 34.5%. The added <br />swail (about 5'xlOO') would bring this back up to about 39%.