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<br />u <br /> <br />" <br /> <br />FLOOD PLAIN MANAGEMENT <br /> <br />Hvdraulics <br /> <br />Hydraulic analyses conducted in this study were done using U.S. Army <br />Corp of Engineers computer model HEC-2. The general land slope in the <br />study reach is greater than 4 percent, therefore supercritical flow <br />conditions prevail through almost all study reaches. <br />It was determined by representatives of the Colorado Water <br />Conservation Board Soil Conservation Service, GMS Inc., and FEMA in a <br />. . <br />meeting on June 11, 1992 that a backwater analYSIS would be cOmputed <br />and used in preparing flood elevations for this study in lieu of using <br />supercritical drawndown analysis. This is in compliance with FENA's <br />1985 guidelines and specifications which state that flood hazard areas <br />of natural streams with supercritical flow should be based upon the <br />critical flow profile. <br />Discharge values were discussed in the hydrology section of this <br />report. Most of the cross section data were digitized from <br />topographic maps with a scale of 1 inch _ 200 ft with 5-ft contour <br />intervals. Some supplemental field surveys were made at specific <br />sites and a number of additional cross sections needed at road <br />crossings were developed from the topographic maps. Dimensions of <br />bridges and hydraulic roughness coeficients (n- values) were <br />determined from field investigations and from the "Orainage Master <br />Plan for The city of Cripple Creek". <br /> <br />Potential flood damages to existing development and possible 1055 of <br />life can be alleviated or lessened through non-structural and <br />structural flood ha~ard mitigation methods. <br />Non-structural methods inClude: local flood plain regulations, land <br />treatment, flood warning and forecasting systems, flood insurance, <br />flood proofing, flood fighting and emergency evacuations. <br />Local Regulations <br />The need to minimi~e property damage due to flooding has been <br />recogni~ed by planners and local community officials. Subdividers and <br />developers are required to submit proposed storm drainage plans to the <br />planning commission for approval. In the past, drainage plans have <br />been prepared singularly or on a plat-by-plat basis. Information <br />contained in this report will be useful in developing a master <br />drainage plan for the study area. This report provides the outline of <br />flood ha~ard areas on large scale maps specifically for this purpose. <br />The city may provide ~oning regulations ".. .to establish, regulate, <br />restrict, and limit suoh uses on or along any storm or floodwater <br />runoff channel or basin, as such storm or floodwater runoff channel or <br />basin has designated and approved by the Colorado water Conservation <br />Board in order to lessen or avoid the hazards to persons and dam~ge <br />. <br />to property resulting from the accumulation of storm or <br />floodwaters..." as stated in Section 30-28-111 for county governments <br />and Seotions 31-23-302 for municipal governments of the Colorado <br />Revised Statutes. <br /> <br />Water surface profiles, typical cross sections, and maps showing the <br />lOO-year flood boundaries are shown on included exhibits and flood <br />plain maps. Table 3 shows computed flood elevations at specific cross <br />sections. <br /> <br />Flood boundaries were located on the set of topographic maps, <br />previously referred to, by transferring flood elevations (at map <br />contour intervals) from plotted profiles (from HEC-2) to the maps <br />using stationing along the main Channel as the location reference. <br />These points were connected and smoothed to create the map tlood <br />boundaries. <br /> <br />Colorado Natural Hdzard Area RegulationH <br /> <br />Changes are being made almost daily in Cripple Creek, Some have an <br />influence on the watershed hydraulic characteristics therefore the <br />follo~ing ~ssumptions are m~de pert~ining to recent constructions <br />projects: <br />1. A new double-cell culvert is in place on Cripple Creek <br />at Fourth Street and Meyers Avenue. <br />2. A new pipeline system is in place along Second Street <br />between Warren Avenue and Carr Avenue Which will <br />essentially eliminate the flood plain through that reach. <br />3. A project near the Cripple Creek/Victor school at the <br />intersection of "A" Street and West Avenue will prevent any <br />trans-basin diversion of flood waters between Pony Gulch and <br />Second street tributary. <br /> <br />In 1974 the Colorado General Assembly passed House Bill 1041, a bill <br />. . <br />"concerning land use, and providing for identification, designatIon, <br />and administration of areas and activities of State interest,..." <br />(H.B. 1041, Title 24, Article 65.1, CRS, as amended). Areas of State <br />interest include natural hazard areas, or those areas that are "so <br />adverse to past, current, or foreseeable construction or land use as <br />to constitute a significant hazard to public health and safety or to <br />property". Flood plains are natural hazard areas. <br />