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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 />~C" ,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 Continent1l1 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 north...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 />me"nsealevel, <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'lua,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 />"'" 'Yr- _L)' .~ t) , ":,/~~:--':" <br />e,;r'\\ ....' '... :,.. .', - <br />.'" 'r-- __ ,.1 ",,' , <br />d;'''' \ '.....'~."'.,' - /.1' I,:, ;,..... <br />, ............." -\~~ _'... 11'1 /" _"' <br />~ 0" ....... "'~. > I ~ I I c'. ...', <br />C-R~ N 'Y."Q(10!!'p _ <: "hIMI}..' . "')) ,,) I"~ 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 />Creek studied by ~right Wate, Engineers. Inc (for Silvercre~k Dev~lopment <br />Com?"ny) in the Town of Granty'~ corporate limits and in adjacent. <br />projected growth areas (see Figu,'e 1, Study Ar",,). The length of the <br />study reach is npproximatelj'2.3milesonthcFraserRiverand1.9rnt1es <br />On Tenlllllc Creek. Both the Fra:<er Rher and Temnile Creek meander <br />extensively. <br /> <br />FIGURE 1 STUDY AREA <br /> <br />k <br /> <br />, <br />