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FLOOD03092
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Last modified
1/25/2010 6:26:18 PM
Creation date
10/4/2006 11:26:36 PM
Metadata
Fields
Template:
Floodplain Documents
County
San Miguel
Community
San Miguel County
Stream Name
San Miguel River
Basin
Gunnison
Title
CLOMR - Case 00-08-325R
Date
4/26/2001
Prepared For
San Miguel County
Prepared By
FEMA
Floodplain - Doc Type
Historic FEMA Regulatory Floodplain Information
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<br />,. <br /> <br /> <br />Federal Emergency Management Agency <br />Washington, D.C. 20472 <br />APR 2 6 2001 <br /> <br />CERTIFIED MAIL <br />RETURN RECEIPT REQUESTED <br /> <br />IN REPLY REFER TO: <br />Case No.: 00-08-325R <br /> <br />The Honorable Anna Zivian <br />Chairperson, County Commissioners <br />San Miguel County <br />P.O. Box 1170 <br />Telluride, CO 81435-1170 <br /> <br />Community: San Miguel County, CO <br />Community No.: 080166 <br /> <br />104 <br /> <br />Dear Ms. Zivian: <br /> <br />This responds to a request that the Federal Emergency Management Agency (FEMA) comment on the <br />effects that a proposed project would have on the effective Flood Insurance Rate Map (FIRM) and Flood <br />Insurance Study (FIS) report for San Miguel County, Colorado and Incorporated Areas (the effective <br />FIRM and FIS report for your community), in accordance with Part 65 of the National Flood Insurance <br />Program (NFIP) regulations. In a letter dated July 17, 2000, you requested that FEMA evaluate the <br />effects that the San Miguel River Corridor Restoration Project would have on the flood hazard <br />information shown on the effective FIRM and FIS report. The San Miguel River Corridor Restoration <br />Project includes: <br />. A sediment detention basin approximately 450 feet upstream of Pinon Street, that will consist of <br />an excavated pond with drop structures at the pond inlets and outlets on the San Miguel River <br />and a grade control structure at the outlet of Bear Creek. The sediment pond will have an <br />excavated volume of approximately 700 cubic yards. <br />. Replacement of the existing Maple Street Bridge by a single 40-foot span auto bridge. <br />. At the upstream of Maple Street and upstream of Pine Street, along the left bank of San Miguel <br />River fill will be placed and banks will be stabilized. <br />. Minor channel realignment will be don~ between Fir Street and Maple Street. <br />. Vortex rock weirs will be installed approximately 150 feet and 350 feet upstream of Pine Street <br />and approximately 50 feet upstream of the Pacific Avenue Footbridge. <br />. Drop structures will also be installed approximately 550 feet upstream of Pine Street, <br />approximately 100 feet downstream of the Pacific Avenue Footbridge and approximately 950 <br />feet upstream of Maple Street. <br />. The whole project reach will be channelized in a step-pool pattern with several concave-bend <br />pools and numerous cover logs and boulder covers will be placed through out the reach. <br /> <br />All data required to complete our review ofthis request for a Conditional Letter of Map Revision <br />(CLOMR) were submitted with letters from Mr. C. Gary Wolff, P.E., Senior Engineer, Mussetter <br />Engineering, Inc.; Mr. Lance McDonald, Special Project Manager, Town of Telluride; and The <br />Honorable Amy Levek, Mayor, Town of Telluride. <br /> <br />---..---,.'",. <br />
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