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<br />S'I1JDY AREA DESCRIPTION <br /> <br />A portion of the study re"ch ",a>; <br />Administration'" approximate Flood Hazard <br />Granby (s~e Exhibit 2). <br /> <br />included <br />Boundary <br /> <br />in the Federal <br />Map for the <br /> <br />Insurance <br />1'0"'<1 of <br /> <br /> <br />" <br /> <br />" '<.....' '-."=--- : L ' <br />"" ".,.---.,..........r-=--f_.._.' "_ <br />~L'" ,I" ,\"._,,,.,,.-. ."'J..~_."~'~~....~..,;...:;;:.~.. ...:n.~'..n <br />. 'I...... "..;,-.-- .....,. <br />: ~,' ......-..:,...... --......... - <br />:T"'I''''~t.' -_~';i"~-....;;;;.:.......:--.._-, "e' <br />~." --~, ..~.~.~.~-.'~. <br />". '....::::-' ':8ue. <br />.' ~.'.. '-.:-------"'...~.. /,' 'f <br />--7 . ../~::::::.._ _ ..' __ L <br />. . -,,-~.--- :-=~~ I .~.., <br />"~"'- --' <br />-' <br /> <br />Draina~e Basin CharacteristicS <br /> <br />Th" Fraser River basin, which includes Tenmile Creek, is located <br />entirely within Grand County. Its headwaters originate on the western <br />slope of the Contincnt1l1 Divide near Berthoud Pass. Thehighest point in <br />the basin is at 13,294 feet above mean sea level. The Fraser River <br />travels in a northl<esterly direction until its confluence with the <br />Colorado River, approximately 3 miles downstream from Granby. The Fraser <br />River is joined by TeMile C,eek just south of Granby. Elevation of the <br />Fr8serRiveI'/TenmileCreekconfluenc:e is approximately 7900 feet above <br />mean sea level. <br /> <br />L-_ , <br />",-" <br /> <br />tl \ <br /> <br />'- <br /> <br />- <br />- <br /> <br />The Fraser River, just <br />confluence, has a drain~ge area of <br />drainage area of Tenmile Creek <br />Basin Map. Plate 1). <br /> <br />downstream from <br />approximately 285 <br />is approximately <br /> <br />the Tenmile Creek <br />S'lUll,e miles. The <br />37 square miles (see <br /> <br />,'F:'-"'"~::::"';-;-" <br />, --",'- /'~ --" -... , . <br />"- -;--,-,,- ). ,---..~.;.: <br />'-'k (~\ ( .-:-~ <br /> <br />;Y'\A~~J\,>tl~~l!ti'fft... .~..( ! ,,' ,.~ <br />"'''l 'Yr' ,L)' '~ t) , ":,/~~:~ <br />e,;r'\\ ....' '... :,.. .', - <br />.'" 'r--" ,.1 ",,' , <br />d<~ \ '...... '~.",.J - /.1' I,;, ;,...... <br />. ...... --.........." -\~~ _'... 11'1 /" --." <br />~ W ...... ,,~. > I ~ I I t' " ~" <br />C-R~ N 'Y."Q(10!!'p _ <: 'hIMI}..' " "')) ,,) \., yw.-r'?" , <br />, C}"-;~~' ':~"~/'"'0/;>.;;5,t <br />, :. '. ' ,~': I{ v _ '" C-------/-r <br />,-/ " / ;:',," t::-----::=' ..__/; <br />I ..-,' !'x - ,~.,.f <br />- ,. <br /> <br /> <br />Stud V Rench Description <br /> <br />The study ,each cov..rs that po,tion of the Fraser River and Tenmile <br />Crf'ek studied by ~right Wate, Engineers. Inc (for Silvercreek Development <br />Com?"ny) in the Town of Granhy'~ corporate limits and in adjacent. <br />projectedgro",thareas(seeFigu,'el, Study Ar",,). The length of the <br />study reach is npproximatelj' 2.3 miles On the Fraser River and 1.9rnt1es <br />On Tenlllllc Creek. Both the Fra.:<er Rher and Temoile Creek meander <br />extensively. <br /> <br />FIGURE 1 STUDY AREA <br /> <br />k <br /> <br />, <br />