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FLOOD07075
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Last modified
1/29/2010 10:12:00 AM
Creation date
10/5/2006 2:43:43 AM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Jefferson
Community
Denver, Edgewater, Lakewood, Wheatridge
Stream Name
Sloans Lake Basin
Basin
South Platte
Title
Flood Hazard Area Delineation
Date
10/1/1977
Prepared For
Denver / Lakewood
Prepared By
UDFCD
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />, . <br />. - ._--~ -~_.-.. <br /> <br />+-j-.L~t, fi <br />i.L..l.L1+ <br />i";!': Iff <br />.1::iji.jijI' .:1- <br />-'1 +1 .1 <br />f'T7--;iit I <br />i";----J -++r- <br />;;:;1' 'L':1lj. <br />:riLqHh <br />.-H""r-r-tl' <br />JTJ)T1-~J+ <br /> <br />I <br />.J <br />,.1 <br /> <br />I <br /> <br />....;.-~"""7 <br /> <br />I <br /> <br />PlAIt fLOWS AT <br />COLFAX/FEDERAL INTE~CHANG[ <br /> <br />'~:-:-TrF:-'~- <br /> <br />I <br /> <br />9 <br />. I . , . . . <br />. ...... <br />. . - - -. <br />. I' '.. <br />. . <br /> <br /> <br />--. ......,.-. <br /> <br />I <br /> <br />Hydrographs ,t the Colfax/Federal Interch.nee .re not avellable, but peek <br />flOWfI "~b. '-pproxl..ted by ......ln9 lub-b...ln Al nOlI and thet portlClrl <br />of .ub~ ..In A2 flow th.t II diverted south fr~ '6th Av.. at Grove and <br />F..rel. <br /> S Yr 10 Yr 25 Yr 100 Yr <br />Q t AI (Colhx' Lawelp 17' ct, 271 ef. )28 cfs 1t)2 ef. <br /> (@ SO .In) (, SO IIlTn) (, SO 1I1n) (, SO .In) <br />le.s: Flaw diverted north <br /> by Stora S_r , <br /> Lowell ~ ~ ~ ~ <br />fluw Entering Interchange <br />'rQlll West la efs 206 eh 26' as 361 ef. <br />L...: Flaw diverted south <br /> to Dry Gulch by r-.p <br /> from ...t bound Col- <br /> faIC to south bound <br /> Feder.l .u ill ill ill <br />Flow Thru Interch~ge 'rom <br />West 51 cfs 103 e.fs 132ets 18" cfs <br />PI",: F'ow entering Inter- 36 65 81 113 <br /> e.hange from north (, 0\5 mtn) ((I 50 mln) <@i 50 mln) (@ 50 .In) <br />TOTAL FLOW THRU INTERCHANGE 93 e.fs 168 cfs 212 cfs 297 cfs <br /> <br />~ -~.~--~.~'~, <br /> <br />:-: :~'.!r~~~:'. <br />, , <br />. . . ""~ .~-... ! <br />~.:-:.ti-~~LT": <br />. . _:_! .L.;.~_, <br /> <br />I <br /> <br />----."80' <br /> <br />',-.. _...._~ <br /> <br />lt ' <br />. --+- <br />--I <br /> <br />T <br /> <br />., <br />-, <br /> <br />.+ <br /> <br />I <br />t <br /> <br />-::::.=-::_:.:7.0 <br /> <br />I <br /> <br />-.+---.- ._-. <br />!:...~---_.~ - ~ . <br /> <br />,30 <br /> <br />-_._~....;-~ -- -~..- <br /> <br />u'_ III <br />r In <br />'_It <br /> <br />I <br /> <br />u_.~:.:: ,50 <br /> <br />I <br /> <br />. . - ~ ~ -~---......,. <br /> <br />I <br /> <br />I <br /> <br />Note: Because of the approximate nature of the method of determination Df <br />,.ak flows at the Interchange, no atte""t was ..de to offset hydrographs <br />Al tnd A2, since the peaks differ by only 5 .Inutes. Also. the loe..t rain- <br />f.ll In the Immediate vicinity of the Interchange was not taken into account. <br /> <br />20 <br /> <br />. - "-.....~...~--. <br /> <br />'I", ' <br />.!-i.;uj-t"---;.- <br />TU-.~:~':~~': _: <br /> <br />"',. .. <br /> <br />: ::~: : : :10 <br /> <br />I <br /> <br />: : ; :).~ 5 <br /> <br />0: 1 <br /> <br />.1 5 <br /> <br />. . 210. _ _, H'.. <br />, . . . . . . .--.. <br />. .. . -, . - ~ . . ... <br />.. ....... _.n <br />.. . . . . . ~ -. ~ . <br />. .. ....... - - <br />.. ......... <br />". ...... -.- <br />.. ..... ... <br /> <br />.-.-, , <br /> <br />1 i! <br />Ii! <br />, ~ t <br />" , <br /> <br />: i I <br />l' , <br />, <br /> <br />I <br /> <br />FIGURE B-3 FLOWS AT DESIGN POINT A* <br />COLFAX/FEDERAL INTERCHANGE <br /> <br />FIGURE B-4 HYDROGRAPH DESIGN POINT AS 20TH & FEDERAL <br /> <br />I <br /> <br />I <br /> <br />IH <br />
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