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TV <br />PROJECT NARRATIVE <br />mJscjam . -r. .) r\ «.t1,<C4> <br />HENNEPIN COUNTY MAINTENANCE FACILITY <br />PROPOSED SALT STORAGE BUILDING <br />COUNTY PROJECT 9990072 <br />The Hennepin County Transportation Department is proposing to construct a Hi-Arch Gambrel type <br />salt storage building at the Hennepin County maintenance facility located at 3880 Shoreline Drive in <br />the City of Orono. The current zoning for the property is LR-IC (One Family Lakeshore Residential <br />District) which would need to be amended to allow highway/road usage in a residential zone. A <br />conditional use permit would be required for the property to be used for highway/road usage. The <br />property would be used to store veirious materials used tor highway maintenance. Five variances <br />would need to be acquired for hardcover, accessory building size, building height, grading widiin a <br />wetland, and grading in excess of 500 C. Y. <br />The Building (See Typical Structure) <br />The proposed building would be located in the northeast comer of the property with its long <br />dimension running west to east and having one entrance on the south side. The building dimensions <br />would be 70' W X 112' L X 42’ H with 12 ’ high retaining crib walls and one gable end roof t>-pe <br />entra -c with dimensions of 24' W X 30’ H. The roof material would be asphalt shingles with a <br />contir lous skylight made of corrugated translucent fiberglass panels. The framing would consist of <br />pressure treated columns and braces with 3/8" embossed painted siding panels. Typical footings <br />would be poured concrete 2' W X 12 ’ L X 2’ H in dimension with footing bottom located 4' below <br />grade with a 3,000 PSI soil bearing capacity and perpendicular to the building at each crib wall <br />support. The floor would consist of 6" thick bituminous material sloped to the entrance for drainage. <br />The finished floor elevation would match the existing buildings floor elevation of 944.3' (NAD <br />1983). The interior working height would be 30'. The electrical consists of an outside service panel <br />and Outlet located on the south end of the west wall and the source of power would be an electrical <br />panel in the existing building located 120’ west of the storage building. Interior and exterior lighting <br />would be provided with a motion detector photocell light fixture above the entrance and a flood light <br />on the southwest and 'itheast building corners. The exterior lighting would be positioned and <br />aimed as to not become a point source for the surrounding neighborhood. <br />Building Usage <br />The propose'^ building has approximately 7.840 square feet with a storage capacity of 2.000 tons. <br />1,000 ton anf* storage amount and l.OOO ton salt/sand mix amounting to approximate!) one <br />third of the ar.nurl nixed usage. The building size would provide for interior mixing and loading ot <br />materials eliminating the current exterior storage requirements and operations thus reducing noise to <br />the surrounding neighborhoods and eliminating the salt/sand transported by stormwater runoff to the <br />adjacent wetlands. The building capacity would eliminate approximately 60 round trip truck runs a <br />year by allowing direct delivery and storage during the da^ime hours. The stored materials would <br />provide the southwestern cities of Hennepin County with improved snow and ice control by having <br />the materials readily available in demand quantities in the proximity ot usage.