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<br />, <br /> <br />~. <br /> <br />CHANGES ARE MADE IN DElERMINATIONS OF BASE FLOOD ELEVATIONS FOR THE CITY <br />OF COLOUPO SPRINGS, EL PASO COUNTY, COLORADO, UNDER THE NATIONAL FLOOD <br />INSURANCE PROGRAM <br /> <br />On March 17, 1997, the Federal Emergency Management Agency identified Special Flood Hazard Areas <br />(SFHAs) in the City of Colorado Springs, EI Paso County, Colorado, through issuance of a Flood <br />Insurance Rate Map (FIRM). The Mitigation Directorate has determined that modification of the <br />elevations of the flood having a I-percent chance of being equaled or exceeded in any given year (base <br />flood) for certain locations in this community is appropriate. The modified base flood elevations (BFEs) <br />revise the FIRM for the community. <br /> <br />The changes are being made pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (Public <br />Law 93-234) and are in accordance with the National Flood Insurance Act of 1968, as amended <br />(Title XIII of the Housing and Urban Development Act of 1968, Public Law 90-448), 42 U.S.C. <br />4001-4128, and 44 CFR Part 65. <br /> <br />~ <br /> <br />Hydrologic and hydraulic analyses were performed to incorporate construction of Pine Creek and North <br />Pine Creek drainage facilities associated with Pine Creek Residential Subdivision Filings II, 12, and 13 <br />and revision to the floodways along Pine Creek and North Pine Creek. The project extends along Pine <br />Creek from approximately 850 feet downstream of the outfall of the storm drain system to approximately <br />7,800 feet upstream of Briargate Parkway and along North Pine Creek from approximately 200 feet <br />upstream to approximately 3,500 feet upstream of the outfall. The project has resulted in revised <br />delineations of the regulatory floodways, increases and decreases in SFHA widths, and increased and <br />decreased BFEs for Pine Creek and North Pine Creek. The base flood is contained within the storm drain <br />system along North Pine Creek from just upstream to approximately 1,800 feet upstream of the outfall <br />and along Pine Creek from just upstream of the outfall to approximately 1,200 feet upstream of Briargate <br />Parkway. The table below indicates existing and modified BFEs for selected locations along the affected <br />lengths ofthe flooding source( s) cited above. <br /> <br />Location <br /> <br />Existing BFE <br />(feet)* <br /> <br />Modified BFE <br />(feet)* <br /> <br />North Pine Creek: <br />Approximately 500 feet upstream of the <br />outfall of the storm drain <br /> <br />6,760 <br /> <br />None <br /> <br />Pine Creek: <br />Approximately 200 feet downstream of <br />the outfall of the storm drain <br />At Briargate Parkway <br />Approximately 4,600 feet upstream of Briar gate Parkway <br />Approximately 7,800 feet upstream of Briar gate Parkway <br /> <br />6,734 <br />6,765 <br />6,876 <br />None <br /> <br />6,732 <br />None <br />6,873 <br />6,956 <br /> <br />*National Geodetic Vertical Datum, rounded to nearest whole foot <br /> <br />Under the above-mentioned Acts of 1968 and 1973, the Mitigation Directorate must develop criteria for <br />floodplain management. To participate in the National Flood Insurance Program (NFIP), the community <br />must use the modified BFEs to administer the floodplain management measures of the NFIP. These <br />modified BFEs will also be used to calculate the appropriate flood insurance premium rates for new <br />buildings and their contents and for the second layer of insurance on existing buildings and contents. <br />