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Several more structures in this reach will likely be flooded. Channel velocities can range from 2 to 8 <br /> feet per second, and depths may exceed 5 feet. The Montoya-Mexican Ditch, which diverts water <br /> from an eastern branch of Pinos Creek about a half mile upstream of U.S. Highway 160, is expected <br /> to convey some of the flood to the east toward Del Norte. The ditch can possibly overflow and spill <br /> into the fields it irrigates to the north, which may also result in some shallow flooding across the <br /> western side of Del Norte. The shallow flooding is expected to re-converge with the main flood <br /> wave in Pinos Creek and in the Rio Grande upstream of the Oak Street Bridge. Though this shallow <br /> flooding was not modeled in HEC-RAS, it was included in the inundation mapping. <br /> The flood wave will follow Pinos Creek to the confluence with the Rio Grande at the western end of <br /> Del Norte. The Rio Grande is expected to convey the flood through a majority of the town without <br /> significantly overtopping its banks. However, the Oak Street Bridge may be overtopped, and the <br /> banks downstream of the bridge may also overtop which will cause several structures to be <br /> inundated. The channel velocities calculated in this reach range from 1 to 8 feet per second, and <br /> maximum depths can exceed 9 feet in some places. <br /> Downstream of Del Norte the Rio Grande splits into two channels, and the flood wave may follow <br /> one or both of the channels. Most of the flood will likely be contained within either channel,but <br /> overtopping of the banks is possible. If overtopping occurs,multiple structures on the outer fringe <br /> of either channel, as well as some structures between the two channels are in danger of being <br /> flooded. Channel velocities calculated in this reach range from 1 to 4 feet per second, and depths <br /> range from 1 to 4 feet. <br /> As reported in the effective FEMA FIS,the 100-year and 10-year floods at Del Norte are 10,734 cfs <br /> and 7,701 cfs,respectively—both significantly greater than the 1,100 cfs estimated 3.5 miles <br /> downstream of Del Norte due to a clear-day breach of Fuchs Dam. For this reason,the inundation <br /> mapping extent was terminated downstream of Del Norte near West County Road 5n, which is <br /> approximately 3.5 miles southeast of Del Norte. <br /> FUCHS DAM - 5 - June 15,2012 <br /> INUNDATION MAPPING REPORT <br />