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<br />~'" <br /> <br />"~.:' ',,:;- .;.'}. '~<f: <br /> <br />" <br /> <br />'"""'.-'''-'''''.> <br /> <br />,--"',, <br /> <br />. . <br /> <br />Executive Summary <br /> <br />This study examines the feasibility of various structural and non-structural measures to <br />rehabilitate the Greeley and Loveland Irrigation System. The study has been prepared in confonnance <br />with requirements for funding of the Colorado Water Conservation Board (CWCB) and the dam <br />safety regulations of the Colorado State Engineer's Office (SEO). This study examines the feasibility <br />of structural and non-structural alternatives to rehabilitate the following listed projects. <br /> <br />1. <br />2. <br />3. <br />4, <br />5. <br /> <br />Equalizer Dam and Spillway <br />Westerdoll Dam and Spillway <br />HQrseshoe Dam and Spillway <br />Boyd Lake Dam Spillway <br />Hoffman Dam Spillway <br /> <br />.' ," <br /> <br />.'$ '''. <br /> <br />> <br /> <br />y,1 <br /> <br />"" "" .lio.., <br />~ <br /> <br />.. <br />'t;.," <br />~ <br /> <br />~'~. <br /> <br />,. <br /> <br />,. <br /> <br />') " <br /> <br />6. Houts Reservoir Regulating Structure <br />7, Lake Loveland North Outlet Structure <br />8. Greeley and Loveland Irrigation Canal Rehabilitation <br />9. Big Barnes Ditch Rehabilitation <br />la, Hubbs Check Structure <br />11. Oklahoma Check Structure <br /> <br />The recommended alternative for Equalizer Dam and outlet works consists of removing the <br />existing gate structure at the southeast outlet of Equalizer Reservoir and replacing it with a conere.te . <br /> <br />gate/spillway structure, as shown in Figure IV -20, In addition to the structure replacement, this. <br />alternative also requires a 3.8-foot raise of the dam embankment. The new structure would be placed" <br />in the previous location ofthe original gate structure, The existing gates and gate stnlCture' <br />configuration would be used with the exception of a 26-foot broad crested weir located on the north' <br />(left) side of the outlet gates, The structure would be built on a monolithic foundation, which would <br /> <br />.. -'~' <br /> <br />serve as the stilling basin forthe weir and the floor for the outlet gate structure. A ,single spa~l:i-> , <br />foot wide concrete bridge deck ,with steel handrails, would span the entire structure width of60 'feet:. <br /> <br />~.. <br /> <br />" <br />,<,-, <br /> <br />< <br /> <br />.' E:\G&LREPOR. WPD <br /> <br />11 <br /> <br />March.17,1997 <br /> <br />.FI~ <br />,::....:.~ , <br />; '-~', - <br />~ \ <br /> <br />I:. <br />I~ <br />.1. '. <br />. , <br /> <br /> <br />Ii <br />,J <br />1< <br />'(. r'{:';4 <br />" <br /> <br />'I'" <br />" ;:.J <br />~ ~:;:~ <br /> <br />'_',t <br /> <br />I;'~ <br />:1, <br />I" <br />'I::; <br /> <br />-~, ,", <br />:1 <br /> <br />'.';;'I~ <br />: :;::~<-f)~^:~ <br />'~"I{~ <br />'~C,~!~ ~~ <br />.. ...~.:::I' ...,;~~.... <br />......,.'. ,-- <br />."!-~ 'f' <br />4-~ <br />. '0'- - <br />. , <br />;'j <br /> <br />::Ij~ <br />,,"l'''Il <br />" j <br />'. ,0'J <br /> <br />I.. .....i <br /> <br />~" .~ <br />'1,,4 <br />':~i :~~ <br />.. .,.~ <br /> <br />I.j <br />I 'l'i <br />I~ <br />