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FLOOD10772 (2)
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FLOOD10772 (2)
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Last modified
11/23/2009 2:02:24 PM
Creation date
8/21/2007 11:16:38 AM
Metadata
Fields
Template:
Floodplain Documents
County
Weld
Community
Weld County and Unincorporated Areas
Stream Name
Tri-Areas Drainageway
Title
LOMR - Affected Panel 0863C - Case No. 01-08-384P
Date
7/11/2002
Prepared For
Weld County
Prepared By
FEMA
Floodplain - Doc Type
Historic FEMA Regulatory Floodplain Information
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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.: Ol-08-384P <br /> <br />The Honorable Glenn Vaad <br />Chairman, Weld County <br />Board of Commissioners <br />P.O. Box 758 <br />Greeley, CO 80632-0758 <br /> <br />Community: Weld County, CO <br />Community No.: 080266 <br />Panel Affected: 0863 C <br />Effective Date of <br />This Revision: JU L 1 1 2002 <br /> <br />102-D-A <br /> <br />Dear Mr. Vaad: <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 your community in <br />accordance with lBI:t 65 of the National Flood Insurance Program (NFIP) regulations. In a letter dated <br />August Senior Engineer, Anderson Consulting Engineers, Inc., requested <br />that FEMA revise the FIRM and FIS report to show the effects of channelization along the Tri - Area <br />Drainageway for the Firestone Villas S ubdi vision proj ect. The proj ect reach extends along the Tri - Area <br />Drainageway from approximately 2,400 feet downstream to approximately 950 feet downstream of the <br />confluence with the Tri-AreaDrainageway Overflow Channel. <br /> <br />All data required to complete our review of this request were submitted with letters from I <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 the <br />floodplain boundary delineations of the flood having a I-percent chance of being equaled or exceeded in <br />any given year (base flood) along the Tri-AreaDrainageway from approximately 1,050 feet downstream <br />to approximately 500 feet downstream ofthe confluence with the Tri-AreaDrainageway Overflow <br />Channel. As a result of the modifications, the Base Flood Elevations (BFEs) for the Tri-Area <br />Drainageway decreased. The modifications are shown on the enclosed annotated copies of FIRM Panel <br />0863 C and Profile Panels 36P and 37P. This Letter of Map Revision (LOMR)hereby revises the above- <br />referenced panel of the effective FIRM dated September 28, 1982, and the affected portions of the FIS <br />report dated September 22, 1999. <br /> <br />Because this revision request also affects the Town of Firestone, a separate LOMR for that community <br />was issued on the same date as this LOMR. <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 />
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