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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.: 95-08-129P <br /> <br />The Honorable Leslie Durgin <br />Mayor, City of Boulder <br />P.O. Box 791 <br />Boulder, Colorado 80306 <br /> <br />Community: City of Boulder, Colorado <br />Community No.: 080024 <br />Panel Affected: 08013C0395 F <br />Effective Date of <br />This Revision: <br /> <br />JUN 141995 <br /> <br />102-I-A-C <br /> <br />Dear Mayor Durgin: <br /> <br />This is in response to a request for a revision to the effective Flood Insurance Study (FIS) and National <br />Flood Insurance Program (NFIP) map for your community. Specifically, this responds to a letter dated <br />March 20, 1995. from Mr. David J. Love, P.E., Love & Associates. Inc., regarding the effective FIS <br />report and Flood Insurance Rate Map (FIRM) for Boulder County. Colorado and Incorporated Areas. <br />Mr. Love requested that we revise the effective FIRM to reflect the results of more detailed hydraulic <br />analyses of Boulder Creek. including analyses of Canyon Boulevard Overflow and Boulder High School <br />Overflow as hydraulically disconnected flooding sources impacted by split flow from Boulder Creek. The <br />revised analyses incorporate the effects of overbank excavation between 17th Street and Broadway and <br />improvements to the bridges at Arapahoe A venue, 17th Street. and Broadway. <br /> <br />All data required to complete our review of this request were submitted with Mr. Love's March 20 letter <br />and with a letter dated March 31. 1995, from Mr. Ned Williams, Assistant Director of Public Works for <br />Utilities, City of Boulder. Because this Letter of Map Revision (LOMR) incorporates more detailed <br />information and reflects publicly sponsored channel improvements that reduce flooding to existing <br />development, fees were not assessed for the review. <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM, and <br />have revised the FIRM to modify the elevations and floodplain boundary delineations of a flood having a <br />I-percent chance of being equaled or exceeded in any given year (base flood) along Boulder Creek, from <br />approximately 360 feet upstream of 19th Street to approximately 425 feet upstream of 6th Street. The <br />revised FIRM also shows base flood elevations (BFEs) and Special Flood Hazard Area (SFHA) delineations <br />for Canyon Boulevard Overflow, from approximately 230 feet upstream of 18th Street to just upstream of <br />6th Street, and for Boulder High School Overflow, from approximately 200 feet upstream of 18th Street <br />to just upstream of 15th Street. The floodplains for Canyon Boulevard Oyerflow and Boulder High School <br />Overflow represent split flow from Boulder Creek. <br /> <br />The hydraulic analyses performed for the effective FIRM did not consider the overflow areas to be <br />hydraulically disconnected from Boulder Creek. The SFHA shown for Boulder Creek on the effective <br />FIRM includes the areas identified in the revised analyses as Canyon Boulevard Overflow and Boulder High <br />School Overflow. To assess the impact of the revision, we will compare the reyised BFEs and SFHAs for <br />the main channel of Boulder Creek. Canyon Boulevard Overflow, and Boulder High School Overflow to <br />the BFEs and SFHA shown for Boulder Creek on the effective FIRM and on the Flood Profiles in the <br />effective FIS report. The revised analyses resulted in increases and decreases in the BFEs and SFHA along <br />the revised reach. <br />