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<br />102-I-A-C <br /> <br /> <br />l.' l' <br /> <br />, <br />, <br /> <br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 20472 <br />APR t 1 2003 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No.: 03-08-0096P <br /> <br />The Honorable James K. Sullivan <br />Chairman, Douglas County <br />Board of Commissioners <br />100 Third Street <br />Caslle Rock, CO 80 I 04 <br /> <br />Community: Douglas County, CO <br />Community No.: 080049 <br />Panels Affected: 0185 D and 0195 C <br />En:ective.~ate of JU l3 0 2003 <br />ThIs ReVISIOn: <br /> <br />Dear Mr. Sullivan: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) revise the effective <br />Flood htsurance Rate Map (FIRM) and Flood htsurance Study (FIS) report for your community in <br />accordance with Part 65 of the National Flood htsurance Program (NFIP) regulations. ht a letter dated <br />November 21,2002, Mr. Thomas C. Fairley, P.E., Principal, Kiowa Engineering Corporation, requested <br />that FEMA revise the FIRM and FIS report to show the effects of channel modifications associated with <br />the Pinery Wesl development along Cherry Creek from approximately 3,880 feet downstream to <br />approximately 4,280 feet upstream ofthe confluence with Bayou Gulch and along Bayou Gulch from the <br />confluence with Cherry Creek to approximately 600 feet upstream of State Highway 83 (SH83). The <br />channel modifications include the Bayou Gulch Road Bridge (formerly called the Jordan Road Bridge) <br />project; placement of fill along Cherry Creek from the confluence with Bayou Gulch to approximately <br />5,500 feet north of the confluence; and placement offill along the north bank of Bayou Gulch from the <br />confluence with Cherry Creek east to Parker Road. The placement of fill is within portions of the <br />regulatory floodways for both Cherry Creek and Bayou Gulch. This request follows up on a Conditional <br />Letter of Map Revision issued on December 3, 1999. <br /> <br />All data required 10 complete our review of this request were submitted with letters from Mr. Fairley. <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM and <br />in the effective FIS report. We have revised the FIRM and FIS report to modify the elevations and <br />floodplain and floodway boundary delinealions of the flood having a I -percent chance of being equaled or <br />exceeded in any given year (base flood) along Cherry Creek and Bayou Gulch through the revised <br />reaches. As a result of the modifications along Cherry Creek, the Base Flood Elevations (BFEs) and the <br />widths of the Special Flood Hazard Area (SFHA), the area that would be inundated by the base flood, and <br />the regulatory floodway increased in some areas and decreased in other areas. As a result of the <br />modifications along Bayou Gulch, the BFEs decreased, and the widths of the SFHA and the regulatory <br />floodway increased in some areas and decreased in other areas. The modifications are shown on the <br />enclosed annotated copies of FIRM Panels 0185 D and 0195 C; Profile Panels 64P, 65P, and lOOP; and <br />affected portions of the Floodway Data Table. This Letter of Map Revision (LOMR) hereby revises <br />