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<br />City of Canon City <br />Fourmile Creek Floodplain Study <br />Meeting Summary - August 4, 1998 <br /> <br />Meeting Attendees: <br />Bob Saulmon - Canon City <br />Larry Lang - CWCB <br />Tom Browning - CWCB <br /> <br />Meeting Summary: <br />. The NRCS completed a draft floodplain study for Fourmile Creek in 1996. The study begins <br />at the confluence of the Arkansas River and terminates approximately 3 miles upstream of <br />Highway 50. <br /> <br />. A local engineer and other reviewers did not feel that the results of the study were accurate in <br />the lower reach of the stream. Specifically, the right overbank area upstream ofHwy 50 had <br />been physically changed by development. The study results were therefore not <br />representative of existing conditions. Other concerns were expressed for the floodplain <br />downstream ofHwy 50 as well. <br /> <br />. A revised floodplain analysis is needed for the lower portion of the Fourmile Creek basin. <br />The hydrology values and hydrology model from the NRCS study should be used. The <br />hydrology will not be revised. <br /> <br />. New topographic mapping is now available for the area just upstream of Hwy 50. This new <br />mapping supersedes the old mapping (for that area) and should be integrated into the new <br />study. <br /> <br />. The floodplain analysis from the confluence area upstream to cross-section 310 needs to be <br />revised based on more reasonable engineering assumptions and other changes. <br /> <br />. Several issues/assumptions need to be addressed in the lower reach. For example, does the <br />railroad embankment fail or divert water? Is the railroad bridge fully open or is it blocked <br />with debris? Should the analysis begin at the railroad embankment or at the Arkansas River? <br /> <br />. A floodway analysis should be provided for at least the lower reach of Fourmile Creek from <br />the confluence up to Hwy 50. The new study will not include any.master pla.nning or <br />mitigation strategies. The study will strictly focus on the floodplain and floodway analysis. <br />A new report will be written to supplement/supersedc~ the NRCS report. <br /> <br />. In order to complete the revised floodplain study, a consulting engineering firm from the <br />Colorado Springs area will be retained by the City. The CWCB will assist the City by <br />drafting a Scope of Work (SOW) and a cost estimate for the project. The SOW and cost <br />estimate will be faxed to Bob by Friday, August 21. Bob should pre-select three consulting <br />firms who may wish to submit proposals for the project. <br />