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<br />~'. <br /> <br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 20472 <br /> <br />DEe 2 8 2000 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No,:iOQ-08-382P <br /> <br />The Honorable Leona Stoecker <br />Mayor, City ofLongmont <br />350 Kimbark Street <br />Longmont, CO 80501 <br /> <br />Community: City ofLongmont, CO <br />Community No.: 080027 <br />Panel Affected: 080 I3C0288 F <br />E~ective.~ate of APR 2 5 2001 <br />This ReVISIOn: <br /> <br />102-I-A-C <br /> <br />Dear Mayor Stoecker: <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 Boulder County, <br />Colorado and Incorporated Areas (the effective FIRM and FIS report for your community), in <br />accordance with Part 65 of the National Flood Insurance Program (NFIP) regulations. In a letter dated <br />August 17,2000, Mr. Mark A. Severin, P.E., Water Resources Engineer, Rocky Mountain <br />Consultants, Inc., requested that FEMA revise the FIRM and FIS report to show the effects of <br />construction of a bridge at Pike Road and more detailed topographic information for Lefthand Creek <br />from approximately 400 feet downstream to approximately 1,000 feet upstream of Pike Road, <br /> <br />All data required to complete our review of this request were submitted with letters from Mr. Severin. <br /> <br />We have completed our review of the submitted data and the flood data shown on the effective FIRM <br />and FIS report. We have revised the FIRM and FIS report to modify the elevations and floodway <br />boundary delineations of the flood having a I-percent chance of being equaled or exceeded in any given <br />year (base flood) along Lefthand Creek. As a result of the modifications, the Base Flood Elevations <br />(BFEs) for Lefthand Creek increased in some areas and decreased in other areas, and a regulatory <br />floodway WaS established from approximately 200 feet upstream to approximately 750 feet upstream of <br />Pike Road. The width of the Special Flood Hazard Area (SFHA), the area that would be inundated by <br />the base flood, did not change as a result of the project. The modifications are shown on the enclosed <br />annotated copies of FIRM Panel 080I3C0288 F, Profile Pane1210P, and affected portions of the <br />Floodway Data Table, This Letter of Map Revision (LOMR) hereby revises the above-referenced panel <br />ofthe effective FIRM and the affected portions of the FIS report, both dated June 2, 1995, <br /> <br />The following table is a partial listing of existing a1Id modified BFEs: <br /> <br />Location <br /> <br />Existing BFE <br />(feet)* <br /> <br />Modified BFE <br />(feet)* <br /> <br />Approximately 50 feet upstream offootbridge <br />At Pike Road <br />Approximately 250 feet upstream of Pike Road <br /> <br />4,972 <br />4,975 <br />4,976 <br /> <br />4,973 <br />4,974 <br />4,974 <br /> <br />*Referenced to the National Geodetic Vertical Datum, rounded to the nearest whole foot <br />