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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.: 98-08-001P <br /> <br />The Honorable Michael Tanner <br />Mayor, Town of Columbine Valley <br />5931 South Middlefield Road, Suite 101 <br />Columbine Valley, Colorado 80123 <br /> <br />Community: Town of Columbine Valley, <br />Colorado <br />Community No.: 080014 <br />Panel Affected: 08005C0435 J <br />EffectiveDate of MAR 0 6 1998 <br />This RevlSlon: <br /> <br />102,I-A-C <br /> <br />Dear Mayor Tanner: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective Flood <br />Insurance Rate Map (FIRM) and Flood Insurance Study (FIS) report for Arapahoe County, Colorado and <br />Incorporated Areas (the effective FIRM and FIS report for your community), in accordance with Part 65 of the <br />National Flood Insurance Program (NFIP) regulations. In a letter dated September 17, 1997, Mr. David J. <br />Love, P.E., Love & Associates, Inc., requested that FEMA revise the FIRM and FIS report to show the effects <br />of construction of two 12-foot by 25,foot pre'cast, three-sided box culverts at Fairway Lane and channel <br />modifications along Dutch Creek from approximately 110 feet upstream of Fairway Lane to the confluence with <br />the South Platte River. The revised reach extends from approximately 1,250 feet upstream of Fairway Lane <br />to the confluence with the South Platte River. This request follows up on a Conditional Letter of Map Revision <br />issued on December 1, 1995. <br /> <br />All data required to complete our review of this request were submitted with letters from Roger L. <br />Peterson, Ph.D., P.E., Love & Associates, Inc., and Mr. Love. <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM and <br />FIS report. We have revised the FIRM and FIS report to modify the elevations, floodplain and floodway <br />boundary delineations, and zone designations of the flood having a I-percent chance of being equaled or <br />exceeded in any given year (base flood) along the revised reach of Dutch Creek. As a result of the <br />modifications, the base flood elevations (BFEs) for the revised reach increased in some areas and decreased in <br />other areas; the width of the Special Flood Hazard Area (SFHA), the area that would be inundated by the base <br />flood, increased in some areas and decreased in other areas; and the width of the regulatory floodway increased <br />in some areas and decreased in other areas. The modifications are shown on the enclosed annotated copies of <br />FIRM Panel 08005C0435 J, Profile Panel 54P, and affected portions of the Floodway Data Table. This Letter <br />of Map Revision (LOMR) hereby revises the above-referenced panel(s) of the effective FIRM and the affected <br />portions of the FIS report, both dated August 16, 1995. <br /> <br />Because this revision request also affects the City of Littleton and Arapahoe County, separate LOMRs for those <br />communities were issued on the same date as this LOMR. <br /> <br />The modifications are effective as of the date shown above. The map panel(s) as listed above and as modified <br />by this letter will be used for all flood insurance policies and renewals issued for your community. <br />