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Alternative Airport Site Study
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Alternative Airport Site Study
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Last modified
5/11/2010 3:31:25 PM
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5/11/2010 3:29:32 PM
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<br />habitat of the area, are obstructions to airport operations and must be cleared <br />within the primary surface area and limited in height in the approach zones. <br />' A northwest southeast primary runway orientation is needed in order to achieve <br />maximum wind coverage for a single runway facility with a maximum coverage of <br />' approximately 83.1% attained with alignment 14-32 in the Twin Cities area. In <br />' order to attain the desirable 95% wind coverage for the airport facility, a <br />cross-wind runway is necessary which generally must be within 20 degrees of <br />' perpendicular (or at a right angle) to the primary runway. <br />' A. Primary Runway 13-31 and Crosswind Runway 4-22 <br />~ Schematic Airport Layout Plan #1, shown on Figure 3, utilizes a primary runway <br />alignment of 13-31 and a crosswind runway alignment of 4-22. A wind coverage <br />of approximately 83 percent is attained with Runway 13-31 and a combined runway <br />wind coverage of nearly 96 percent is achieved by adding Runway 4-22. <br />' The southeast end of the primary surface for Primary Runway 13-31 has been <br />' located immediately above the embankment and 200 feet to the northwest of the <br />floodway at the north end of Lake Itasca. As a result, most of the clear zone, <br />' zone A, and zone B areas for the southeast approach zone are located within the <br />_ floodway or waters surface area of Lake Itasca. <br />The existing ground elevation at the southeast end of the Runway 13-31 primary <br />surface is approximately 898 which remains relatively constant in proceeding to <br />the northwest until the midpoint. A swale at the point drops to elevation 870 <br />before rising to the 890-900 elevations for the remainder of the primary surface <br />14 <br />
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