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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Request for Letter of Map Revision - Skunk Creek <br />University of Colorado at Boulder Research Park <br />Page 5 <br /> <br />the flood control channel. The downstream reach of the <br />channel, from the box culvert at Foothills to Station 13+00, <br />is designed to release flows along the left channel bank <br />(north) into the Boulder Creek floodplain. Only those flows <br />which are in excess of the box culvert's capacity under <br />Foothills Parkway will leave the improved channel. Hydraulics <br />of those flows which leave the channel are governed by the <br />road embankments of Foothills Parkway and Arapahoe Avenue. <br />This coincides with existing conditions in which flow through <br />the Foothills Parkway culvert is limited by outlet control <br />into Bear Canyon Creek. <br /> <br />The HEC-2 input/output for both the main channel and the <br />spill collection channel are included in Appendices 2 and 3. <br />Multiple profile runs have been provided using the 10-, 50-, <br />100- and 500-year discharge quantities listed in Table 1. <br /> <br />4.0 FLOODPLAIN MANAGEMENT APPLICATIONS <br /> <br />4.1 Floodplain Boundaries <br /> <br />Floodplain boundaries were determined using the U. S. Army <br />Corps of Engineers HEC-2 computer program. Flood elevations <br />and cross section geometries were determined using digitized <br />as-built topographic information as prepared by Geonex Delta <br />Aerial Surveys, Inc. The maps were prepared for the UCBRP <br />for channel design at 50 scale and 1 foot contour intervals <br />using national mapping standards. The date of the aerial <br />photography used to prepare this mapping is December 5, 1988. <br />The 100-year floodplain boundaries are contained within the <br />Skunk Creek Channel between design stations 13+00 and 32+55. <br />The improved channel spills into the Boulder Creek floodplain <br />between design stations 13+00 and 0+00 to match existing flow <br />conditions. Floodplain boundaries and flood profiles have <br />been tied to existing boundaries upstream and downstream for <br />the improved channel. Flood profiles for Skunk Creek are <br />included in this report (Figures 2A and 2B) . <br /> <br />4? Floodway <br /> <br />The floodway was previously determined for the Skunk Creek <br />study area in the FHAD (Ref. 3, 4). The revised floodway is <br />contained in the improved flood control channel and the <br />Boulder Creek f loodway. No encroachment on the channel is <br />expected. The floodway boundaries have been tied to existing <br />boundaries upstream and downstream for the improved channel. <br /> <br />Love & Associates. Inc. <br />