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N <br />/�" ¢ <br />CO JUL 1983 <br />2563 Ridge Lane rn RECEIVED <br />Mounds View, MN C11Y OF <br />July 12, 1903 Moos VIEW <br />Mr. Frank Kampel <br />City of Mounds View <br />Mounds View, MN <br />Dear Mr. Kampel: <br />We arc hereby requesting that our previous proposal to have the property <br />at 1001 Sunnyside Road rezoned from R-3 to R-0 be modified to have the property <br />rezoned to 0-2 instead of R-0. <br />A variance will be required to establish the easterly side yard setback <br />at 10 feet and we are hereby requesting that the variance be granted. The <br />reasons for the need for this variance have been discussed during the R-0 <br />rezoning meeting so 1 will not go through them again. <br />We are also requesting that a variance be granted to allow for 10 parking <br />spaces rather than the 19 required. The site plan shows the proposed parking <br />layout. We feel this is the most utilitarian and efficient means of providing <br />parking for the building. Also approximately one-third of the building will <br />be used for our own tax preparation service. This business will require <br />parking basically only from January 15 to April 15 of each year. The <br />remaining nine months the parking requirements will be practically zero for <br />this business. The proposed layout will provide for an abundance of parking <br />during those months. <br />Additionally our experience has shown that the majority of the business <br />for the tax service during the January 15 to April 15 period will be done <br />during the hours of 5 P.M. to 9 P.M. when other businesses in the building <br />will probably be closed. This will again serve to minimize parking conflicts <br />Some questions had arisen regarding drainage when we submitted our R-0 <br />rezoning proposal. Following are our answers to these questions: <br />1) The ponding capacity has been increased from 700 cubic feet to <br />1116 cubic feet. Calculations are attached for the revised <br />capacity. <br />2) The detail we have provided you shows the emergency pond overflow <br />at the outlet structure. The overflow water will follow the same <br />ditch as the ordinary outflow. <br />3) All water will not be detained on site. The pond will empty after <br />each stone at a predetermined rate, i.e., 0,525 cfs. Therefore <br />there will be minimal if any ground water changes in the area. <br />