Agenda - Council - 07/25/1989 - Laserfiche WebLink

Home

July 10, 1989 Page Two Parkinq The Applicant has indicated that the eventual number of peak employees anticipated is in the range of 12-15, however, six employees per shift are currently expected. A total of 9 spaces are required based on 1 space for each employee plus three visitor spaces. The site plan indicates parking for 14 vehicles with potential expansion to 20 spaces. One of these is designated as a handicapped parking space. B612 concrete curb is shown around the perimeter of the parking area and face of the building. This should be extended on the south drive as well. Stormwater The proposed development indicates that approximately 63% of the parcel will be impervious surface. Drainage generally is directed to the drainage ditch along Basalt. The flow is then northerly along the west side of Basalt crossing under Basalt at PCI's parcel and then flowing to a larger holding pond. The present drainage system was sized to accommodate flow for the entire plat. Combined with the coarse sand of the area, it is anticipated that the proposed development would be adequately accommodated by the existing drainage system. The existing site plan should indicate additional detail regarding overland flow to the drainage ditch. An adequately sized culvert is required at the Commercial Asphalt Co. driveway if not already in place. Sanitary Sewer The site plan indicates a new septic system with approximately a 310' run from the building to the distribution system. This area is scheduled to receive sanitary sewer in 1990 and the applicant would have to connect to the sanitary system within two years of its becoming available. Applicant has expressed the desire to use holding tanks or a minimal system consistent with City Code until sanitary sewer is available. Loadinq Docks The site plan indicates an exterior ramp elevated approximately 42". Access to the building is at grade on the south side of the structure.