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FLOOD11472
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Last modified
1/26/2010 10:21:34 AM
Creation date
2/11/2008 2:49:53 PM
Metadata
Fields
Template:
Floodplain Documents
County
El Paso
Community
Colorado Springs
Stream Name
Petersen Field Drainage
Basin
Arkansas
Title
LOMR - Affected Panel 761F - Case No. 02-08-141P
Date
8/6/2002
Prepared For
Colorado Springs
Prepared By
FEMA
Floodplain - Doc Type
Historic FEMA Regulatory Floodplain Information
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<br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 20472 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No.: 02-08-141P <br /> <br />The Honorable Mary Lou Makepeace <br />Mayor, City of Colorado Springs <br />P.O. Box 1575 <br />Colorado Springs, CO 80901-1575 <br /> <br />Community: City of Colorado Springs, CO <br />Community No.: 080060 <br />Panel Affected: 08041C0761 F ~ <br />E~ective. ~ate of AUG 0 6 _ <br />This RevIsion: - <br /> <br />102-I-A-C <br /> <br />Dear Mayor Makepeace: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective <br />Flood Insurance Rate Map (FIRM) and Flood Insurance Study (FIS) report for EI Paso County, Colorado <br />and Incorporated Areas (the effective FIRM and FIS report for your community), in accordance with <br />Part 65 of the National Flood Insurance Program (NFIP) regulations. In a letter dated January 22, 2002, <br />P .E., Principal, Kiowa Engineering Corporation, requested that FEMA revise the <br />FIRM and FIS report to show the effects of channelization of Petersen Field Drainage from <br />approximately 600 feet downstream to approximately 600 feet upstream of Wind hover Lane and <br />construction of a 20-foot by 8-foot concrete box culvert under Windhover Lane. <br /> <br />All data required to complete our review of this request were submitted with letters from J <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM <br />and in the effective FIS report. We have revised the FIRM and FIS report to modify the elevations and <br />floodplain and floodway boundary delineations of the flood having a I-percent chance of being equaled <br />or exceeded in any given year (base flood) along Petersen Field Drainage from approximately 600 feet <br />downstream to approximately 600 feet upstream of Wind hover Lane. As a result of the modifications, <br />the Base Flood Elevations (BFEs) for Petersen Field Drainage and the width of the Special Flood Hazard <br />Area (SFHA), the area that would be inundated by the base flood, increased in some areas and decreased <br />in other areas, and the width of the regulatory floodway decreased. The modifications are shown on the <br />enclosed annotated copies of FIRM Panel 08041C0761 F, Profile Panel 177P, and affected portions of <br />the Floodway Data Table. This Letter of Map Revision (LOMR) hereby revises the above-referenced <br />panel of the effective FIRM and the affected portions of the FIS report, both dated March 17, 1997. <br /> <br />The modifications are effective as of the date shown above. The map panel listed above and as modified <br />by this letter will be used for all flood insurance policies and renewals issued for your community. <br />
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