<br />. .~.
<br />
<br />")'"
<br />
<br />,.
<br />
<br />,,~. .'
<br />,,} .
<br />
<br />~:
<br />',.",
<br />
<br />. ~.>
<br />
<br />
<br />.~.
<br />
<br />....,
<br />
<br />'..,'
<br />
<br />'';.,
<br />
<br />ooj~!'q..'.'
<br />
<br />,>,;~~->~t' ~' .' ' ,," ';". ; ~<'~./" ' {', .;:: ,.~\, ,.' . .~'~-i;.'\",r
<br />'''--:'<'d,V,'> > ' ,..' "'" :",." :' '~'''''' ..~: !Ir i'~1:.:'/!f:~', -:":, ,.'" "". ;"S''?:s.:>4..>' ~, .1. .~~::~
<br />. " $.~,' , ., "~, "'. '~<:.::: ;; "', . :r '.. '. ~, .. " 4' " ~~', '
<br />'. '~,i~~"",:;;'~" .: ,,~ " \ ," ...'~, I"~"~ l, "','.("~,";;)',, ,V,< .,-,':t-' : ~:";..,()..../,~",, ~~~';..~\~'i;i.~ "-
<br />. :r';....,j\.i~~"'\\? ,'.' ',' '. .' "~V,." ,.',' .~"'~~i,;~ . " ", '}'~, I'.,. 1:r . ,'.... ....;;'/;?....;:'y..';,
<br />. ~. .'~.~1~X,~. <" '<' ,,' , / .,~,...... ',~'. ""~~' ~''::\1\:\:~.::-. '.,'~ . 'i,:, "'.~:-:: "" ',i'r-: '-,1',........,.#/. "
<br />" ,~...->~."". .,,, ,'" . ,> , '(, V::;': '=- \~~,,~t.,,' '. ....~<' ..}~ "', _ '., ;I\~ ~<; ",::";<1'<~%.\... '
<br />, , '1\' -,..~..?:( . ,,' ,'," ,'" "" -", ",' )0:, ,." ''ri.~''''~''''''~'' ,.' -! /" " :: ",) ~", ..':""'k':.:.t ~ " ,.
<br />. " .: ':.S~'~'''' ....:,':.-' , <, <' ",.' ,\. , ,..."'':;'' ,t-:.;,/".t,.'-;;', \';;, '.^ '\' ,/'., , ~ ~f:;~ ' \,._....... '~~:,~ ~, ;
<br />. ~""" :<.;.(")\~i;~~,, r, , ,!:.. ,}' ~." ,:r,....,..,~ .;".: ,y.'> ~'.'9' ~"",~, <,' ,.... ..) ....,: .' _'~ :},,' ,,>':""~:', .; ~ )"'fii;( '>~",,'
<br />.: '.>1.' " ~~:,1-;.':X '," \'>"";.':.f."/".,,/,,:-~ ",;.{t,'" ,.:;.>~l)\.g::..\.{t:'.,.'5~7"'~"w ~ ,1;.(" ,:,,\~..,.~,~..: ~",,\ <:'.
<br />.' '~"'.",~t'..,.".,.'.~\<,\,,:_, ~,' "..-,~:'.)" ~"''''~,,~.-:- 'lo...'l;"~~~"'~""~""'....."\ ~""""""''''''''~';r-:l.'.'^''''''''''J
<br />
<br />
<br />'.~. ~
<br />
<br />.: \
<br />
<br />'.,', '.
<br />
<br />'..,"
<br />
<br />.. ..',' .' ~
<br />
<br />....,.
<br />
<br />,'..
<br />
<br />{,,'
<br />
<br />.'. .,'.:,
<br />
<br />
<br />;,:'
<br />
<br />
<br />,,':
<br />
<br />....;.
<br />
<br />';."
<br />
<br />";..~>""
<br />, ~:.' ":"
<br />
<br />./,',
<br />
<br />. . ~., , . ;.
<br />
<br />-:.. .... .., ',",'
<br />
<br />'.;
<br />
<br />.' ,~
<br />
<br />::i':
<br />
<br />.....
<br />,", '.<
<br />'.: .<" ',' .'v>'~~ .'
<br />~.
<br />
<br />'.
<br />
<br />~ .: '.
<br />
<br />"..i'.
<br />
<br />:"::
<br />
<br />. ".'
<br />
<br />t\){~~
<br />
<br />.;:~f:)
<br />
<br />.',-;'.
<br />(:~.;)
<br />
<br />Fortifioation Creek Report
<br />nevieed 21 March 1949
<br />
<br />alluvial plain, upon whioh the town of Craig is looated, downstream from stream
<br />
<br />mile 2.6. In general, floods QCcur in the epring ae a result of thaWB and snow
<br />
<br />melt. Freezing and thawing during the winter cause a heavy deposit of ice to
<br />
<br />form in the low-flow channel cf Fortification Creek. In the epring thie ioe
<br />
<br />breaks up into large cakes and move. downstream. Channel obstructions, B~h
<br />
<br />as sharp bends or bridges, cause these oakes of ice to form jams that raise
<br />
<br />the water level in the channel. Under normal conditione of flow, when the
<br />
<br />ohannel is free of ioe, the minimum damaging discharge would be about 700 cubio
<br />
<br />feet per second. However, even smaller flows when associated with ioe jams
<br />
<br />CaUBe the water to overflow the banks. Local residents have stated that ice
<br />
<br />Jams ocourring at a time of rapid snow melt are one of the principal cause~
<br />
<br />of floods on Fortifioation Creek. Erosion along the channel is minor. High
<br />
<br />water in Yamps. River has never reached the lower edge of the town of Craig.
<br />
<br />Recent channel reotifioation of the river near the mouth of Fortification
<br />
<br />Creek bae improved the disoharge oonditicne affecting the oreek.
<br />
<br />
<br />49. Streets in Craig, in general, slope away from Fortification Creek.
<br />
<br />Consequently, when the creek overflows, the water runs into the town and
<br />
<br />inundates a large area of the resident~al and business districts. Although
<br />
<br />the velooity of flow 1s relatively low, ~ee from overflow to residenoes
<br />
<br />and business establishmente are high because moet places have baeements in
<br />
<br />Which items subject to excessive damage by inundation of water are stored.
<br />
<br />Overflowe by Fortification Creek aleo re.ult in large damage. to indu.trial
<br />
<br />establishments and to h~ghw~ end railroad facilities. A great flood, euch ae
<br />
<br />
<br />the ete.ndard projeot flOOd. would eeriously d1erupt community Ufe through
<br />
<br />destruction of, or .serious damage to, transportation and communioation
<br />
<br />facilities. Life would be endangered: through drowning: or, se a result
<br />
<br />of epidemics oaused by co~taminatlon of water supply; or, by creation of
<br />
<br />general unsanitary conditions.
<br />
<br />50. Related problems.__The demand for water in the Fortification Creek
<br />
<br />y
<br />
<br />Baein ba. increaeed with the growth in population ~d with the reclamation
<br />of more lend on the meeae and on the gently eloping hille. The town of
<br />
<br />Craig, which obtains water for domestic use by pumping fram Yampa River,
<br />
<br />Ib
<br />
<br />20
<br />
<br />-,j",!,J,
<br />
<br />:'. <-~,
<br />.'
<br />.".'/"
<br />
<br />.:;'~
<br />
<br />j'"
<br />, ;"",
<br />") .:::'
<br />
|