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Zoning File i1569 July 13, 1990 Page 2 of 4 5. Septic code requirement. As of this writing, the City is not in receipt of the final perc and boring tests Performed on July 12, 1990. We are assured by the on -site septic evaluator that he will have the information into staff by late Friday or early Monday so that staff can confirm suitable area for on -site sewage/disposal systems for the proposed 10 bedroom home. The evaluator has found suitable area based on slope conditions and 75' set back from the wetlands (review Exhibit E). 6. Section 10.03, Subdivision 21 - Exception. A determination as to whether the proposed land alterations fall under this section or require selarate conditional use permit review. List of Exhibits Exhibit A - Application Exhibit B1-2 - Applicant's Addendum Exhibit C - Property Owners List Exhibit D - Plat Mal Exhibit E - Conceltual Septic Malping Exhibit F1- Tolographic Survey 1=100' allroximation Fxhibit G - Site Plan Exhibit H - First Floor Plan Fxhibit I - Lower Floor Plan Review of Application - !'he ap p 1 i cant l rol oses the resident is A deve lopmant of the 20+ acre site to the immediate east of the Parten lroperty. If members remember, this is the trolerty that is served by the 60' wide easement through the Parten prolerty. Staff has never received a copy of the easement documt nt. Technically the property aplears landlocked. Prior to scheduling the application before the Counci 1; the City must be in receilt of a copy of the easement document. Applicant will be reslonsible for extending the existing lrivate drive to the west boundaries of the property. Based on all l revious reports, the current easement will allow a driveway within the 60' right-of-way as shown. Review Exhibit E, the site Ilan that locates septic systems to serve the lrulused residence, the lrulosed barn at 57'x40' must be relocated on the site tc meet the setbacks defined above. The lrojerty with total acreage at 20+ acres would permit a 3,000 s.f. oversized accessory structure. The lroEcsed structure is 2,280 s.f.