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<br />Wt!1,r !hsourcet; Consultants <br /> <br />FIGURE - I <br /> <br /> <br />- <br /> <br />-1 <br /> <br />! <br /> <br />, <br /> <br />.1 <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 />UPSTf?EAM STUDY <br />LIMIT <br /> <br />.. <br /> <br />.' <br /> <br />. <br />, <br />, <br />, <br /> <br />5T. VRAIN CREEK <br /> <br />--. <br /> <br />.. <br /> <br />'~ <br /> <br />''''''''''~''..- <br /> <br />--C;,y'. <br /> <br />_. <br /> <br />DOWNSTREAM <br />STUDY LIMIT <br />.r <br /> <br />-, <br /> <br />.. <br /> <br />.~ <br /> <br />^. <br />'- <br /> <br />, <br /> <br />'- <br /> <br />-1 <br />J <br /> <br />./ <br /> <br />" <br />..~. <br />~a"d L <br /> <br />.. <br /> <br />11. <br /> <br />1 <br />1 <br />, <br /> <br />M"." <br /> <br />- <br /> <br />^"\y' <br /> <br />~' <br /> <br />,/" <br /> <br />.. <br /> <br />,r' <br /> <br />_.. .. <br /> <br />.. <br /> <br />n, <br /> <br />""_':O>""~ <br /> <br />~""" '1<1 <br /> <br />.. <br /> <br />_ STUDY REACH.sr VRAIN CREEK <br /> <br />13, <br /> <br />.. <br />, <br />, <br />. <br />l""""""'" <br />", <br />. <br />, <br /> <br />SCALE: ('= 6600' <br /> <br />" <br />.. <br />, <br />.. <br /> <br />V!CIN/Tr <br />M'P <br /> <br />", <br /> <br />~ <br /> <br />15, <br /> <br />.. <br /> <br />of 10"0 <br /> <br />.- <br /> <br />.-- <br /> <br />STUOY AREA LOCATION <br /> <br />-J- -4- <br /> <br />F~/NUOry, /98/ <br /> <br />4. Review the existing hydrology prepared hy the U.S. Army Corps of <br />Engirreers and make recommendations to the lechr.ical Commlttee <br />regarding the peak flo~s for the various ff~qu~ncies. Also, pro- <br />vide input to the Technical Committee regarding tho year 2000 <br />hydrology to h. dev~loped by the Corps. <br /> <br />5. Condu~t hydrauli~ analysis aimed at analyzing hydrauli~ st,u~tures On <br />St. Vrain Creek and to compute water surfa~e profiles tor the 5-, 10-, <br />50-, 100-, &nd 500.year frequency storms for both ~he existing and <br />future (year 2000) basin development ~onditions. <br /> <br />6, <br /> <br />D~linea[e the lOO-year flooded area" and present the floodway limits <br />on ad~inistrative ~p.. <br /> <br />7. Prepare a drainage plan for the Boulder County Fairgrounds. <br /> <br />8. Id~ntify existin8, potential future flooding ptoblems, snd other ptObtern5 <br />within the study tea~h. <br /> <br />9. Asaess the existing and potential flood damage. <br /> <br />10, <br /> <br />Evaluate altetnative feasibl~ plans for flood ptotection and draina~e <br />improv~m~nt" and ~re~~nt the sa~e to the Tech~ical Co~ittcc for the <br />selection of th~ tinal alternatives. <br /> <br />Ptepate conceptual plan., dc~igns, and project costs fot the <br />altetnstives and ~ke specific recommendations to the Technical <br />Committee regatding the posltive and negative aspects of each pL." <br />and the impact of each plan On the lOO-year floodplain. <br /> <br />Ptepate a cost/benefit cowpa.ison fot the selected plan fot i~ple~enta- <br />ticn after finalizing the proposed plan of imptovements. <br /> <br />Prepare and submit a draft of the final report for review and approval. <br /> <br />Ptepare the final r~pon and the ,w~eS$ary technical addendUl1l(.). <br /> <br />Ptesent the final teport. <br />