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FLOOD11551
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Last modified
1/26/2010 10:21:55 AM
Creation date
2/11/2008 3:09:38 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
595
County
El Paso
Community
Colorado Springs
Stream Name
North Pine Creek, Pine Creek
Basin
Arkansas
Title
LOMR - Affected Panel 507F, 509F, 528F, 530F - Case No. 05-08-0575P
Date
8/23/2006
Prepared For
Colorado Springs
Prepared By
FEMA
Floodplain - Doc Type
Historic FEMA Regulatory Floodplain Information
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<br />CHANGES ARE MADE IN DETERMINATIONS OF BASE FLOOD ELEVATIONS FOR THE CITY <br />OF COLORADO SPRINGS, EL PASO COUNTY, COLORADO, UNDER THE NATIONAL FLOOD <br />INSURANCE PROGRAM <br /> <br />On March 17, 1997, the Department of Homeland Security's Federal Emergency Management Agency <br />identified Special Flood Hazard Areas (SFHAs) in the City of Colorado Springs, El Paso County, <br />Colorado, through issuance of a Flood Insurance Rate Map (FIRM). The Mitigation Division has <br />determined that modification of the elevations of the flood having a I-percent chance of being equaled or <br />exceeded in any given year (base flood) for certain locations in this community is appropriate. The <br />modified Base Flood Elevations (BFEs) 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 />A hydraulic analysis was performed to incorporate a new hydrologic analysis; the effects of a new storm <br />drain and detention basin along North Pine Creek from approximately 1,800 feet upstream to <br />approximately 9,000 feet upstream of the outfall of an existing storm drain system; and the effects of new <br />storm drains and detention basins along Pine Creek from approximately 950 feet upstream to <br />approximately 10,000 feet upstream of Briargate Parkway. This has resulted in a revised delineation of <br />the regulatory floodways, increases and decreases in SFHA width, and increased and decreased BFEs for <br />both North Pine Creek and Pine Creek. The table below indicates existing and modified BFEs for <br />selected locations along the affected lengths of the 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 1,880 feet upstream of outfall of <br />storm drain system <br />Approximately 8,960 feet upstream of outfall of <br />storm drain system <br /> <br />6,800 6,795 <br />7,004 7,006 <br />6,788 6,786 <br />6,956 None <br />None 6,877 <br />None 7,011 <br /> <br />Pine Creek: <br />Approximately 950 feet upstream of Briargate Parkway <br />Approximately 7,800 feet upstream of Briargate Parkway <br /> <br />Pine Creek Detention Basins: <br />Approximately 4,100 feet upstream of Briargate Parkway <br />Approximately 10,000 feet upstream of Briargate Parkway <br /> <br />*National Geodetic Vertical Datum, rounded to nearest whole foot <br /> <br />Under the above-mentioned Acts of 1968 and 1973, the Mitigation Division 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 />
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