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10. e : City Code requires loading facilities to be located at the rear . The proposed structure does not have loading docks, but ' :~¢re are 11 overhead doors proposed to be located on the north and south sic~es of the building. In the opinion of City Staff, the placement of .o9. ~:rhead doors as proposed is reasonable because the north and south sides ofithe building do not face Basalt Street and there is not sufficient '~n~euvering area in the rear of the building. Ii~e~sien of Off-Street Parkine. Driveway and Loadine Areas: City Code r~ufres that all of these area~ include curb and gutter/md be surfaced with e~0nerete or asphalt. The site plan proposes to meet all of code ~uirements, with the exception of the southernmost hard surface driveway ~¢a of Lot 2. It is assumed that the curbing was eliminated from this area sblas not to hinder traffic flow between the new building and the existing fa~eility on Lot 1. · "' ' The site is located within the Metropolitan Urban Service Area, . l~O~We e, City sewer and water are unavailable at this time. The facility is p~'Oposed to be served by an on-site sewage disposal system. The holding t!tgk will be a cement type which is appropriate for placement under the tii~¥ement on Lot 3. ~a?dseaping Screening: A ten foot high wood/metal fence for screening .p~ ~tt~poses is proposed along the east boundary of Lots 2 and 3 and the north ib~ht{ndary of Lot 3. Landscaping is proposed to consist of twenty 6 foot hlgh Black Hills Spruce trees along the east boundary of Lots 2, 3 and 4. ~e screening and landscaping plan is in conformance with City Code ~uirements. The fence will require a building permit as it is greater than 6 fe,t in height. I~?ina~e: As a result of this proposed expansion, approximately 1.2 : ~itiorial acres which currently are tufted are rendered impervious. This Will result in additional 4.3 CFS from a rainfall event having a five year r~urrence interval. Approximately one-third of this runoff will occur south ~ithe proposed building and be directed toward Basalt Street N.W. and ~n east along the ditch line where it flows to the north and eventually to an t-g inch culvert underneath Basalt Street I'/.W. The other two-thirds of the off will be generated north of the building and will be diverted onto LOt i~f the property which is being reserved for future expansion. I would r~ommend that some provision be made on Lot 4 to accept the drainage fi6m both the ditch and the large paved area prior to it being discharged to the culverts crossing Basalt Street N.W. The size of the detention pond Should be such that it would reduce the runoff through the culvert to the pre- 6,~sting conditions. B~ildin~ Materials: The proposed structure will be a cement block 'db~nstru~tion. Some integration of color or texture into the block would be ciesireable.