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<br /> <br />~ ~ $ <br />~ <br />~ater Pro~ec~ Construc~ion Loan Program - Projec~ Data <br />~orrowe~: Henrylyn ~rrEgation District <br />Praject Name: Horse Creek & Prospect <br />Reservoirs <br />Drainage Basin: Sau#h Platte <br />Total Project Cost: $2,443,aoo <br />Type of Borrower: Agricultura~ <br />~UI~CB Construc#~on Fund Laan: $2, ~ 84,32? <br />~incE. 1% Ioan fee} <br />Counfy: Weld <br />Praject Type: Reservoir Rehabifitatian <br />Wa~er Saurce; Denver- Hudson Canal <br />Funding Sources: CWCB, H1D <br />Aver. Dei'rvery: 13,85D ac~e-feet <br />Interest Rate: 2.25% Term: 3~ years <br />The HID was formed in 19~7 Irr~ga~ion District Law of 1945, and consists of 32,745 acres of <br />irrigated farm land in Weld County. The service area starts about 2 rniles west of Hudson and <br />extends generally east and south along ~-76, to aaout 9 miles east of Keenesburg. The H1D <br />diverts wa~er through the Burlingtvn Canal Headworks on the South P~atte River, extending ~ 6 <br />mifes to and past Barr Lake. From Barr Lake the Denver-Hudson Canal continues 25 miles to <br />Horse Creek Reservoir, and then continues anvther 25 miles fo Praspect Reservo'rr. Annua! H~D <br />del~very is 19,115 AF. Horse Creek Reservoir was constructed in 19~~, and is a High Hazard, <br />Class ~ earth ftii dam, with a dam height of 64 ~eet, a lengfh of 4800 ~ineal feet, and a crest width of <br />16 feet. There is a 204 foo~ wide ear~h-Eined spiilway. The dec~eed storage right is 19,515 AF, but <br />normal storage ~s 18,747 acre feet. The outlef works consist o~ 3 x 48" diameter steel conduifs. <br />The proposed project wii~ provide a l~ning for the outlet works, ins~all additional toe drainage, and <br />resurface and re-grade the dam crest. P~ospect Reservoir was constructed in 1914, and is a <br />Sign~ficant Hazard, Class 2 earth dam, w~th a dam heigh~ o~ 43.5 ~ee#, a~ength of 5,3~1 linea~ feet, <br />and a c~est width of 20 ~eet. There is a 25~ wide concrete and riprap spilivuay. The decreed <br />storage r~ght if for 1,66~ AF, but the norma! storage ~s 6,368 acre ~eet. The vutlet works consist o~ a <br />48" concrete pipe tha~ na~rows fo about 3~" downs~rearn o~ fhe control gate, due to previous re- <br />lining projects. The reservo~r is currently restr~cted to 1.5 feet beFow the his#oric maximurn stage, <br />due ~o concerns about the stability of the downstream slope of the dam. The proposed p~oject wiiE <br />provide a i~ning for ~he oufle# wo~ks, and resurface and re-grade the dam crest. <br />~ ~~ ~;I ~ ~ ~ ,~~'°, ~~~~~~~~~p I _._ ~ ~ <br />~ ~ .~ ~ ~~ ~~~~~J <br />' ~ ~rr~+~3l~tt~ ~ ~, t. <br />.. ~. ~ - K~ <br />~ ~ ~ ~r ~~ `~~rc Horse Creek Reservoir <br />~r~~~t,e~ . s ~ , a ~~ m~ ~m~ <br />~ ~ ~' ' <br />. . ) 'r'~,,' ~dr~RaK~.'t~ .i ~.,~t~° ~~-^~' ~~~L~'f~ <br />~ . , ,, ' r;s 1~' ~ <br />.I ~ a _~ . _.. . ~ . <br />~ ~. ~ ~~#~~J~9~i `~ ~ a ~' ~ ~, . _ <br />~' ~ ,+°,~ ~ p~ p ~ ~s <br />~ f`~"' ~~ra3'~ P~;~ ~ <br />I! ~~- , ti f' -y a~i,s.r [ i@~~f ~+d D~~ ,~ z4 <br />~ '~'''' ' <br />I~ ~ ~ ~ ,~ ~~ +~'~''°~ ~~~r~~ ~t;~' ~ <br />; ~ r ~. ~ m ~ <br />~ ~ <br />~ _ ~~~ ;~ ~t+~l~~~-11~j~'~'~p'`~Incl~buic ~ ~~ E--6~a~;°~ <br />. ~.~._~ ~~ ~ ~ °:~ _ ~ ~.~ ~, ~ .. ~~ ,~ ~.,~ _,_.~~ ~- <br />~ , ~. ~ ~ ~.,. ~o ,.... ,~ <br />a~~°~ ~_ . i ' : ~~'~~ 2 ~ ~r3r,te~ <br />-,~~ v <br />'- , I,#r~t~ <br />;~ <br />_ ~ '~,.*sti Y i .~f~ ;~, _ <br />~ ~ ~,~ <br />,~o~t <br />~.~~~ <br />~ z ~~~~r~t~~~r g~' ~~ ~;~ _ ~~~~~~ ~~~ ~~~i~~~+~~~~' <br />~ ~u 4~ ~ <br />~.,~ ~ ~; cr~~~rr.r~ <br />. . <br />, ~ r~ - <br />;~' ~~~rt~,~ir~~~ , ~~~ `~~;, , i ~~~v~~~ ~ ~ ~F <br />y ~ ~ ` ~~~ ~ ~ ~~. ~ ~~ ~~~ ~~ <br />~ ~.I : ,~ff~~0; ~` .;~ ._~,,~ <br />' - a `:r~ ' ~ ~ ~ i ~~~ <br />s ~~- p ,~. '; . .~~ ~ 1 <br />l # I t <br />! d ~ ~` ~ ~ <br />~ ~ ~ `a j ~ " <br />a ~, ~r ~ ~ _ <br />*~~ ~~' - `' <br />;;5 ~ :, <br />~ - ~ ~_[~JI~pF]i!II.'p! ~~~ <br />~ .~~' ~e9°~ ~ •1 <br />~ ~ ~: ~~ w~ r ~ + ~ ~' ~,.~ _ ~, <br />1~ i~~ <br />o',~.~~~~~~'€~'~,~~ ,. a. ~ 4ir~ ; <br />_.._ 4 ~. .~1.~;~~~ _ -~ ~~ ` .. <br />~ r' ~i <br />f ~ ° . ~~E~l~ ~-~'x ~y li~jl~~~s~ i [1 <br />- ~~ ~ ~ .-~ ~ ~~~`~t~~iis a , . ~ 6 <br />. i -~ ~ . <br />P' ~S ~~~ <br />i; <br />'~ ~~1 r~~ °'~~~ t'~ <br />. <br />, - L-r~ - ~ <br />~ ' , ~ ~ ~.. _~ ,` `... ~ , . ~~ ~ ~ _ - . . i , ~ ~~f ~ti }~l ' <br />, 6 :. -- -_~-_~ ~ . ~+ <br />I a 4` ~ ~ ,~ ~, _ ~. . i , . _ a~ e - _ . -~~~ « ~ z <br />~ ~J...~ --'-~--, I ~ <br />:T r~ ~i• w, t _.. _d a .;- '~ <br />yy~, ~- S~ /~ 4 a 1 <br />... ~~'~,~~,~~~~*`~i ,k~ I~~~ T'Y ~ r .. f~ ~, ~ _ e . - 5" ~Js~T.~Y'~ <br />7~s il i ..ry'.~ ~'i <br />;~ ~~ ~~ 1'~ n~~ id . c~s~ ~ <br />f ~y <br />4~', I~ r~ ~. ~. ~ ~! .~ i I f ~ ~~ ,c~ _ ~ ' $u ~F ~ wy :^p ~ ~ ` <br />~+ ~ ~ r - <br />~ , ~~ <br />~,° ~~~ ' ~ ~ ~ . ~ . 1 ti <br />+ ~~ ~~ Y~~~ ~~ . ~ '': ~ Loc~~~on l~ap ~~ ti _ _ ~ ~ n. •~:. ..~- j., <br />t;~~~s' ~ E9~~,'r:~~ ~ <br />