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<br />t <br />r <br /> <br />r- <br /> <br />J <br /> <br />} <br /> <br />r <br /> <br />. <br /> <br />t <br /> <br />I <br /> <br />! <br /> <br />l.. <br />I. <br />I <br /> <br />L. <br /> <br />t <br /> <br />~. <br /> <br />1. <br /> <br />Introduction <br /> <br />~rhe lower reaches of the Dry Creek No. 1 drainage basin are located at <br />the southern edge of the Ci ty of Longmont, \o1i th the headwater regi on <br />extending into the foothi lIs southwest of the Ci ty (see Project <br />Vicinity Map, Figure 1). <br /> <br />Substantial increases in the areal extent and densities of residential <br />and ccmnercial develoPTIent in the basin during recent decades, in <br />conjunction wi th the now grossly undersi zed culvert structures along <br />the drainageway, has created a considerable hazard of floed inundation <br />over large areas in the lower reaches of the basin. <br /> <br />Previous floodplain/floodway mapping reports pertinent to this map <br />amendment subni ttal have been published in a "Flood Insurance Study" <br />:Eor the City of Longm:mt (FEMA, 1977) and in the "Floodplain <br />Information and Flocd Control. and Drainage Plan for Dry Creek No.1" <br />(WRC, 1980). These publicati ons illustrate the extensive floodplain <br />areas presently existing in the lower reaches of Dry Creek No. 1. <br /> <br />~['hi S J113P arrendment suhni ttal "vi 11 summari ze the detai Is of three <br />adjacent flood irnproverrent projects, each in varying stages of design <br />or construction, which will substantially improve the channel <br />conveyance capabilities of the lower sections of Dry Creek No. 1. The <br />resultant shrinkage of floodl::;,lain area left existing in the vicinity <br />of these channel irnprove.ilent projects is the subject of this report. <br /> <br />Coordination and Authorization <br /> <br />1~ "Flood Insurance Study" was initially catlPleted for the City of <br />Longrront by Gingery Associates in 1977. Revisions to the St. Vrain <br />Creek analyses necessitated a revi sion of the FIS in 1983 (FEJ'1A, <br />1983). <br /> <br />Ccmnunity base map materials used in this amendment submittal were <br />prepared by Parker and Associates (Denver, Colorado) in 1980, prior to <br />the start of detailed hydrologic investigations of Dry Creek No. 1. <br />'I'he subsequent hydrologi c study conducted in 1980 by Water Resource <br />Consultants, Inc. (Denver, Colorado) was authorized by Boulder County, <br />i,n cooperation with the City of Longrnont and the Colorado \'later <br />Conservati on Board (OiCE). <br /> <br />'T'he City of Longmont subsequently authorized Taranto, Stanton and <br />'J~agge, Consulting Engineers ('rST) of Fort Collins, Colorado to provide <br />the engineering design and construction managerrent for channel <br />improverrents in the lower reaches of Dry Creek No. 1 in .January, 1984. <br /> <br />llClditional channel improvement projects have been initiated for two <br />crljacent channel reaches immediately upstream of the section designed <br />by TST (see Project Layout I'lap, Figure 2). The first of these, <br />located between the lower section and Hover Road, has been designed by <br />Charles H. Sain Associates (Birmingham, Alabama) for the developers of <br />the "'!Win Peaks Hall" site. Another section, located upstream of <br />Hover Road, is being designed by Rocky Mountain Consultants (Longrront, <br />Colorado). <br /> <br />The City of Iongmont is presentlv sponsoring thi s map areendment <br />sul::m i tt a1. <br /> <br />J <br />