06-13-2005 Council Packet - Laserfiche WebLink

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(N>S-3111 2260 Fok Street May 12,2005 Page 4 CUP for Plumbing in Accessory Structure. A half-bath with toilet and sink is proposed on the main level of the structure. This would appear to be for convenience and does not appear to provide the potential for occupancy of this building as a separate dwelling unit. Applicant has been advised to propose connection of this half-bath to the existing main residence septic system rather than use a holding tank. A CUP for this minimal level of plumbing would seem reasonable given the walking distance to the residence. Such a CUP would be subject to the standard covenant limitations required by code. The building plans indicate a car wash area. Any disposal of car washing effluent cannot be to the septic system. Applicant will have to provide information about what type of closed wastewater recycling system or disposal method is intended. LOT ANALYSIS WORKSHEET Lot Area/Width: RR-IB Lot Area Lot Width Required 87,120 s.f. (2.0 acre)200* Actual 3.87 ac. gross (4.9^Fic gross inci Outlot) 2.7 ac ± dry buiIdable-(3^ dry incl Outlot) 365 ’ Yarda/Setbacks (Oversize Accessory Structure on Back Lot - Must meet principal structure setbacks) RR-IB Required Existing Proposed Front Yard 75'NA 138 ’ Rear Yard 75'NA 235' Right Side Yard (East)45'NA 73 ’ Left Side Yard (West)45'NA 210 ’ Wetland 35 ’perMCWD NA 40’ Oversize Accessorv Striacture Calculable Lot Area Allowed Footprint Proposed Footprint 2.7 acres 1,200 s.f 1,426 s.f. Aboveground 1.884 s.f. Basement onlv 3,310 s.f. Total footprint Struchiral Covcraae! (Not Applicable - Lot exceeds 2.0 acres) Hardcover; (NA — Dry buildable portion of lot is not within the Shoreland Di^ict) Building Hetelit; The building appears to have a defined height less thui 30 ’ and appears to be Iowa* than the defined height of the principal residence structure.