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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 /> <br />4. BEAR CREEK HYDROLOGY <br /> <br />4.1. Watershed Description <br /> <br />The Bear Creek (BC) drainage basin is located in southwestern Colorado Springs, EI Paso <br />County, Colorado (Figure 4.1), Bear Creek which flows in an easterly direction and eventually enters <br />Fountain Creek is the major drainageway of the basin, <br /> <br />The Bear Creek basin consists of two distinct regions: (1) an undeveloped and mountainous <br />region above Gold Camp Road, and (2) a foothills basin below Gold Camp Road, The steep upper <br />region consists of coniferous forest, below Gold Camp Road, the basin includes open space, <br />commercial, and residential land uses, Open space is primarily steep hillsides with pinon, juniper, and <br />scrub oak trees, Basin area is approximately 10,7 square miles, with the average stream slope above <br />Gold Camp Road being 9 percent and 2 to 5 percent below. <br /> <br />Four major roadway crossings exist over Bear Creek: (1) Interstate-25, (2) 8th Street, (3) 21st <br />Street, and (4) Gold Camp Road, Each of these crossings create a spreading of the f100dway due to <br />the limited capacity of each overpass, The surrounding areas in each of these regions could sustain <br />potential damage caused by floodwater created at the structures, <br /> <br />4.2. Previous Studies <br /> <br />Previous studies available for review include Flood Insurance Study by FEMA (Ref 2,1) and <br />the Master Drainage Planning Study developed for the City of Colorado Springs by Kiowa Engineering <br />Corporation (Ref, 4,1), This report was generated for the City's Department of Planning and <br />Development to determine current and future hydrologic and hydraulic aspects of the basin, Table <br />4.1 summarizes the peak flows determined at the confluence with Fountain Creek and Gold Camp <br />Road, respectively, <br /> <br />4.3. Hydrologic Analysis <br /> <br />The Master Drainage Study was reviewed in detail and it was concluded that the discharges <br />estimated within it are valid and should be used in further analysis, Table 4,2 summarizes the <br />discharges to be used for the restudy reaches, <br /> <br />4,1 Resource Consultants & Engineers, Inc. <br />