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FLOOD00196
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Last modified
11/23/2009 1:22:02 PM
Creation date
10/4/2006 9:08:38 PM
Metadata
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Template:
Floodplain Documents
County
Arapahoe
Community
Columbine Valley
Stream Name
Dutch Creek
Title
LOMR - Affected Panel 08005C 0435 J - Case No. 01-08-009P
Date
2/9/2001
Prepared For
Columbine Valley
Prepared By
FEMA
Floodplain - Doc Type
Historic FEMA Regulatory Floodplain Information
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<br />~ '\ <br /> <br />. <br /> <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,: 01-08-009P <br /> <br />The Honorable James C. McShane <br />Mayor, Town of Columbine Valley <br />5931 South Middlefield Road, Suite 101 <br />Columbine Valley, CO 80123 <br /> <br />Community: Town of Columbine Valley, CO <br />Community No.: 080014 <br />Panel Affected: 08005C0435 J <br />Ef~ectivepate of FEB 09 2001 <br />This ReVISIon: <br /> <br />102-I-C <br /> <br />Dear Mayor McShane: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective <br />Flood Insurance Rate Map (FIRM) for Arapahoe County, Colorado and Incorporated Areas (the effective <br />FIRM for your community), in accordance with Part 65 of the National Flood Insurance Program (NFIP) <br />regulations. In a letter dated October 12,2000, Mr. David W. Lloyd, P.E., Chief, Design & Construction <br />Program, Urban Drainage and Flood Control District, requested that FEMA revise the FIRM to show the <br />effects of channel improvements that intercept flood flows in Drainageway E upstream of Platte Canyon <br />Road and convey the flows south to Dutch Creek. The improvements include a 5-foot-high by <br />24-foot-wide box culvert under Platte Canyon Road, an 8-foot-high by 16-foot-wide culvert under <br />Fairway Lane, and approximately 950 linear feet of channel improvements, This request also included a <br />hydraulic analysis that incorporated more detailed topographic information to reflect existing watershed <br />conditions along Drainageway E from its confluence with Dutch Creek to Platte Canyon Road. <br /> <br />All data required to complete our review of this request were submitted with letters from John <br />Liou, Ph,D., C,F,M" FEMA Region VIII, and Mr. Lloyd. <br /> <br />, We have completed our review of the submitted data and tlY.i flood data shown on the effective FIRM. <br />We have revised the FIRM to modify the floodplain boundary delineations and zone designations of the <br />flood having a I-percent chance of being equaled or exceeded in any given year (base flood) along <br />Drainageway E. As a result of the modifications, the width of the Special Flood Hazard Area (SFHA), <br />the area that would be inundated by the base flood, for Drainageway E increased in some areas and <br />decreased in other areas. The modifications are shown on the enclosed annotated copy of FIRM <br />Panel 08005C0435 J. This Letter of Map Revision (LOMR) hereby revises the above-referenced panel of <br />the effective FIRM dated August 16, 1995. <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 /> <br />A review of the determination made by this LOMR and any requests to alter this determination should be <br />made within 30 days. Any request to alter the determination must be based on scientific or technical data. <br /> <br />We will not physically revise and republish the FIRM and Flood Insurance Study (FIS) report for your <br />community to reflect the modifications made by this LOMR at this time. When changes to the previously <br />cited FIRM panel and FIS report warrant physical revision and republication in the future, we will <br />incorporate the modifications made by this LOMR at that time. <br /> <br />, <br />
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