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<br />Addi tional information on the flood Insurance Program is a~ai l<1ble from 10c<l1 insur- <br /> <br />Federal Insurance Administration <br />Building 710 <br />OenverFederal Center <br />Lakewood, CO 80225 <br />(303)234-6582 <br /> <br />Once property damages were evaluated, the different alternatives were tailored to <br />alleviate areas experiencing the greatest flood damage. The design altenlatives <br />studied for the most part were the least expensive in terms of cOllstrudion itnd <br /> <br />ance agents or brokers and the: <br /> <br />implerr~ntdtion costs ,Ihile meeting the objectives of tM project. The five al- <br />ternative improvement designs considered are described below. <br /> <br />IMPROVEMENT AlTERNATIVES <br /> <br />Initially, feasiblealternativedesignswereidentifiedtoalleviatefloodingin <br />each of the 9 reaches. Using potential ddlMge information and a cursory review of <br />the practicality and cost of improvements, many of the alternatives were eliminated. <br /> <br />For this study, fi ve basin al ternati~e impro~ement designs were evaluated. For <br />simplicity in discussion, the Iline previous reaches were grouped into three larger <br /> <br />reaches: <br /> <br />GroupA-Confluencewith theCacheLaPoudre River upstream to Stove rStreet <br />(Reathes1,2&3) <br /> <br />GroupS <br /> <br />Stover Street upstream to Shields Street (Reaches 4,5&6) <br /> <br />The remaining alternatives for each reach were then combined into 5 alternative <br />plans for detailed benefit-cost analyses. These alternatives are as follows. <br /> <br />Groupe Shields Street to the upstream limit of Stuc!y (Reacl1es 7,8&9) <br /> <br />1l1lprovelllentaltefflatives were developed for each of the nine rea chesscparatelYJnd <br /> <br />Altemative ~l <br /> <br />1"p"",v'''"",,,t ~lt""n~tiv"~ wpr" ..Y~mi","<1 for "M'll gr'Hlp (Hll.\" ;n <1f'vf'lnped areas where <br /> <br />Alternative #1 is the adoption ofa floodplain management progrdmfor the Spring <br />CreekdrdinagewdY. Tile intent of the program would be to guide and regulate future <br />f1oodplaindevelopc;lentalongSpringCreek,dndtQevefltual1yprovideatloodway <br />channel,free from obstruction, to convey the l00-yeareventthro ughtl1eco!Tlllunity <br />\/ithminir.>aldamage. <br /> <br />are referred to in the Technical Addendulfl. <br /> <br />drlmac;esaccur. In undeveloped areas, a floodpldinmanagementprogralllwouldgover n <br /> <br />fllturc developrn€nt and would limit damages due to flooding. <br /> <br />In our an~lysi,;, danlagl'S cduwd by flooding associated with a fully developed basin, <br /> <br />This floodplain managec.l!'nt program is thcnonstructural awrcdLh to floodplain im- <br /> <br />strea~ detention and canal i~'Partati(ln (i.p. rl(>Ildi~'} hphj~rl T~ft l1il1 II'Md, at thp <br /> <br />provenJel1t, and damage mitigation. <br /> <br />Colorado ~ Southern R~i1ro~d, etc.) were used for developing the da~~ge curv~s in <br /> <br />this study. However, i mp.ro~ement a Hernati ~es were somet imes des i gned for two fl ow <br /> <br />The floodpld in man.l~e'Tlent ~lternati 1'1' \tould incl ude the tol1owing: <br /> <br />cQnd it i on~ (with deten t i on ,1I1d withQut detent i 01'\). For e~ch oj: He rnat i VI', the benefit: <br /> <br />1. <br /> <br />Adoptiolluf lh"IOO-year flood event for fu11y developedbasill c on:litions <br /> <br />cost ratio is foot~oted to int,iLdte whether impro,c~~nt5 correspond to the detained <br /> <br />dnd c~n~l importation JS the regulalory flood event. <br /> <br />or lhe ur)det~ ined flow. <br /> <br />> <br />.' <br /> <br />Restrict ;011 or a 11 de,('lop"",nt ill the floo~'lay Jreas as ident itiec in lhis <br /> <br />report aM as modi fied in Tdlll~ 14. Th is floodway is based upon the cr'i- <br />trrion nf ('lU:r(l~cr.mel1t upon the floodplain untl1 a O.S foot dse in the <br /> <br />~ 4? - <br /> <br />'8- <br />