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<br />'. "O;'j',~:,,;:~>) <br />. - :;;f ~Cf"O iJ', ", .,,' <br />.' ", ".....-,....":. <br /> <br />,:dr<< <br />~~~:; <br /> <br />". <br /> <br />.' . <br />. ,.", <br /> <br />',' . <br /> <br /> <br />.,'. <br /> <br />313. DAm~.~.fU.tUt'6 fJ.Qodso}_DaDl~e fro!l1 future floods ,.,Ul be <br /> <br />"-~ <br /> <br />:)..." <br /> <br />....,. <br /> <br />;'}A:tf:":: <br /> <br />'\. .~. .::'. ;"; <br />:'..":' <br />,,-. <br />".," <br /> <br />much greater than damage from paBt floods because of the 1ncr~aged devel- <br /> <br />';-'. <br /> <br />;fortification <br /> <br />.C"",,!, .Deport'....)! <br />'Y",,;~ '.' '" <br /><s:/ - <br /> <br />O~6nt in th~ area wubjcct to overrlow~ Xn 6stimating the damage from a <br /> <br />single flood of selected magnitude, consideration was given to the probable <br /> <br /> <br />extent of overflow area. the type and value of property subject to damage, <br /> <br />".j" <br /> <br />and the extent of damage that would occur to eac~ type of property from <br /> <br />, <br /> <br />-," <br /> <br />","'f:' <br /> <br />, <br />"<\.'. <br /> <br />floodwatere of oompubed depth and velooity. The eeleotAd flood magnitudee <br /> <br /> <br />range frClm such disoharge at the point of l'eferenca aB torauld c9.uSe li tt;L:e <br /> <br />" <br /> <br />/' <br /> <br />ar no damage in the area. to. the peak diBchaJ.'ga of the largest flood oon- <br />. ,idered~ Damage was computed on the basis of t~e 8atimated average fUt~8 <br />eoonomic development of t~e ovsrflow ~~eao Deta11ed data on damage fr~ <br /> <br />'. '..' <br />.' . <br /> <br />future floods are given in appendix l~o Estimates of the direct 'and in- <br /> <br />direot demage~ oaused by the standard projeot flood to various typel of <br />p~operty in the overflow area considered in detail, and estimates of <br /> <br /> <br />',. <br /> <br />g~ven in the following teble~: <br /> <br />direot and indireot damages from floods of various other magnitudes are <br /> <br />, <br /> <br /> <br />. ~. <br /> <br />Estimated dama~e from a flood of 2,600 cubic feet por second.- overflow area <br />considered in detatl. Fortificn~lQn Creek Basin, Colo. <br /> <br />,'. <br /> <br />.~. <br /> <br />Property eubjeot to damege <br /> <br />"','-,'.' <br /> <br /> <br />~ype <br /> <br />k\""srage <br />future <br />veJ:us.... <br /> <br /> Demag". <br /> .' ~ <br />Direot : Indlreot I . 'lotal. <br /> : <br /> I <br />0 0 0 <br />$~9,lOO $24,800 $123.900. <br />1 8,600 , 37.100 185.700 <br />18,500 4.600 2~.100 <br />29,100 5,800 3 .900 <br />2,900 600 3,500 <br />18,500 4,600 23,10.0 <br />~6.000 ~,OOO 37,000 <br />15.300 ,200 21,500 <br />2,100 'iOO 2.600 <br /> " . . <br /> , <br />360,100 95,200 455,300 <br />360,000 95.000 455,000 <br /> , <br /> <br />'., <br /> <br />I <br />River bed and wast81~d...,.....,.: <br />RealdentiaJ....., .... ,'. 0' ....'..000..; <br />Business. ....... ........ 0...... 0 ._,...: <br />Indus trial. . , 0 . . . 0 .'. ~ . . 0 . 0 . 0 0 0 ~ 0 0 0 : <br />Public..., ..... o. o. ,....t.. 0.... ...: <br />Af;:ricultural.,........ 0'.' .-..,.......: <br />Irrigation systems......-..... 0..... : <br />HlghwBY.s and roa'dB.... .... .-....0..:.: <br />RailJ;'Q~de..".....;. ..,... ....~'........-. ... 0 : <br />Utilities... ,.. .... ....;.,. '0....0...0 : <br /> <br />$1,000 <br />1,982,000 <br />1,805,000 <br />218.000 <br />445,000 <br />39,000 <br />37,000 <br />130,000 <br />50.000 <br />199.000 <br /> <br />4,906,000 <br /> <br />4,910,000 <br /> <br />"~" . <br /> <br />..... <br /> <br />.'.".- <br /> <br /> <br />., '.~. <br /> <br />,'.~. <br /> <br />.,:.-,,'. <br /> <br />....., " .~ <br />....'P:. <br /> <br />.'-.' <br /> <br />"". <br /> <br />;..-" <br /> <br />" ,.' <br /> <br />Total~;._..~,.~...~..........z <br /> <br />. .:. :~~~:<.' \~~~ <br /> <br />. <br />,Say..... ~ .-.'. .......,. ~.....;o.. : <br /> <br /> <br />:~ <br /> <br />.',' <br /> <br />. Peak d1eo~rge at Hlghw~ U S 40. <br />. .. Baeed on 1948 val~~. <br /> <br />..... <br /> <br />j", <br /> <br />. ~.' <br /> <br />16 <br /> <br />.,'~~~'\~tr\',,\', -:- .....:.. ,:.' ~~;.;,~ ~'~ '~ ",,' (:." .:' ~. '~"~,x...... <br />'. ..~<<:",l"~, ',.',.' ...... 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