Laserfiche WebLink
<br />, <br /> <br />" <br /> <br />" ~ <br /> <br />· The report entitled "Flood Plain Information Report, Frenchman Creek, Holyoke, Colorado," <br />dated June 1980, contains excellent floodplain information for Frenchman Creek, South Fork <br />Frenchman Creek, and North Fork Frenchman Creek. The floodplain delineations are for <br />Holyoke and portions of unincorporated Phillips County. The CWCB endorses the <br />floodplain areas shown in the report, and we feel that the 100-year floodplain limits are quite <br />accurate. Be aware that the FEMA Flood Insurance Rate Map is not the only source of <br />floodplain information for the community. As annexations take place in Holyoke or when <br />development occurs in the County areas around Holyoke, the 1980 floodplain study should be <br />referenced for additional floodplain information. <br /> <br />· A digital representation of the existing floodplain mapping could be developed for Ulse in an <br />AutoCadd or other type of Graphical Information System (GIS). The digital floodplain <br />mapping could be incorporated as one of many layers in the GIS, and could be easily updated <br />in the future as revisions or mapping extensions occur. <br /> <br />· A comprehensive flood warning and flood evacuation plan should be prepared (and <br />practiced) if one does not already exist. Efficient notification to the public of imminent <br />flooding (or other hazards) is very important. A good flood warning and evacuation plan <br />could help to save lives and valuable personal belongings. <br /> <br />· There is always a chance of having another flood equal to or greater than the recent flood <br />event. As an example, if the center of the June 14/15 storm cell (heaviest rain) had been <br />located about 5 miles to the south and west of the actua.l location, the flood damage in <br />Holyoke could have been much worse. You may recall the flood of July 30, 1989 which <br />inundated the town of Paoli. The peak flow on the North Fork of Frenchman Creek in 1989 <br />was considerably larger than the recent peak flows in Holyoke. <br /> <br />· In addition to some of the non-structural mitigation measures discussed above, structural <br />measures should also be considered. Structural measures might include channelization <br />projects to increase conveyance, bridge/culvert replacement projects to increase capacity, or <br />levee projects to protect homes and/or businesses. Larry Lang of the CWCB will be <br />attending the Holyoke Council meeting on July 1, 1997. Larry will be available to discuss <br />and present various flood mitigation concepts and potential projects. <br /> <br />Please contact me if you have any questions, comments, or concerns regarding this transmittal. I <br />can be reached at (303) 866-3441. My fax number is (303) 866-4474, and my e-mail address is <br />tom.browning@state.co.us. I wish you the best of luck with your continuing flood recovery <br />operations. <br /> <br />2 <br />