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" -~ I _~ 00 :2, \, / <br />, .J~ ~'~ ~ I~)' \........... ~ " .,/ / <br />;..d .' <~- . \ 4,> ......... I \., .. _. //,_... <br />I;:;;". . I --_........ _ \ I / <br />~.1' '1>J~~t\. '<:-- '.... " \ ~ ....--... <br />'EMPIRE '-. 'v 'vS- ',- ........, (r <br /> <br />~;~:C ,"- L-~;::~,,/<<\ (g Q/J E M P IRE <br /> <br />~ -- ~\ \ ':; ;-.... 5? <br />\\,...J ~ /......, __'tJ- <br />'.... / ) ( ~ / <br />-, ~ <br />" \ \ <br />I ~ , <br />\ I , <br />~....' .... ) ' <br />,,/-.....-...... '\ <br />'.... / ...., I \ <br />" \ ' i! "- <br />. "rs " , ) ( <br />10" 'I I ~) [5 <br />" \, I 'ii, "J <br />\ -,. ",' 0 .., ,'It- <br />:\ ,'1.0 "I <br />Ll IT...... '--./ <br />.- - - _I , I <br />,\ <br /> <br /></.S<O-, I <br /> <br /> <br /> <br />1~\\ // <br /> <br />"'S,2 .,\ ( . ~ <br />b'..\ /"" <br />~~), '::-'--;, , <br />/'\.. "'-":-~J'-4510 <br /> <br />() <br />" <br />.', \ <br />,~, 'I "I <br />, ) <br />I <br />I <br />I <br /> <br />- <br />" <br /> <br />I <br />~ <br />'0, <br />\ <br />I <br />I <br />" <br />\ <br />f <br />I <br />\ <br />I <br />I <br />I <br />/ <br /> <br />PAOP08EO <br />SPILLWAY <br />(SHEET 4) <br /> <br />NOTES: <br />1 . AN AERIAL TOPOGRAPHIC SURVEY WAS PREPARED FOR EMPIRE <br />RESERVOIR IN NOVEMBER 2002 BY ARNOLD ANALYTICAL SERVICES OF <br />GREELEY, COLORADO. SITE ELEVATION CONTROL WAS PERFORMED BY <br />KING SURVEYORS OF WINDSOR IN THE SAME YEAR. <br /> <br />2. STAFF GAGE HEIGHT 30 IS EQUAL TO SURVEY ELEVATION 4219.6. <br /> <br />~ <br />\::J:)ts:\ <br />~~ <br />~~ <br />~ <br />.-3 <br /> <br />RESERVOIR <br /> <br />r-.- <br /> <br />" ~ <br />... . <br />-,~ <br />V'~ ' <br />o <br /> <br />...."'l <br />,/---- ",":> <br />/ <br />/ <br />I <br />'/ <br />/ <br />/ <br /> <br />- ~- <br /> <br />LEGEND <br />CONTOURS (2' INTERVAL) <br />EDGE OF WATER <br />FENCE <br />TREES/WOODY VEGETATION <br /> <br />" <br /> <br />.----).;,.{ ~~; , \ <br />~F' '........-:..... \ <br />>:i1~' "" \ <br />}~.(., \. <br />, "\'; -," , <br />"'\11 ,.... <br />\.:' \ <br />., \, l1'SI <br />, "t:: 0, <br />'~'" .... " <br />,,, ".' ~/, <br />,',. ,( l1'S/ <br />'''\ \ I 0 <br />, , <br />\', \ <br />I --, I <br />I 'J <br />I <br />\ <br />I <br />\ <br />\ <br />\ <br />\ <br />.l> <br /> <br />\L <br /> <br />(" <br />1\ . <br /> <br />0,. <br /> <br />'" <br /> <br />.<:.~:'" <br /> <br />\ <br />\ <br /> <br />o <br /> <br />~\ <br /> <br />.... <br />>; . " <br />\ <br />\ <br />\ , <br /> <br />300 600 <br /> <br />SCALE IN FEET <br /> <br />V' ' <br />...., <br /> <br />I <br />\ ,.1 <br />'. po <br />s')~1 l <br />.,~... ~.... <br />" ~.f"""". <br />,.... ~ - 3. STAGE STORAGE RELATIONSHIP WAS PREPARED BY ARNOLD ANALYTICAL <br />, - ,."...., SERVICES IN NOVEMBER 2002. <br />44~; ~ -- :... ""'::)90,. ~ ARROW INDICATES VIEW DIRECTION <br />-C>~ ',' ~\.... C SECTION OR DETAIL NUMBER (SECTION IDENTIFIED BY LETTERS) <br />~4.1'. '< ~~" 6 SHEET NUMBER WHERE SECTION OR DETAIL IS SHOWN <br />~elV~~';~:';~",,,,,:-." 'i _ ~:m NV"'ER WHERE SECllON OR DETAIL IS CUT OR TAKEN <br /> <br /> <br />- ~ ..... -_.~ - _-:.+ - .. -- --'15 -' '. <br />I" ,: .10~.\" <br />I I' - "._ " <br />I ,; ':~. '\,~,' ',', '" <br />" R~; '" <br />'~\~~~\ <br />'::~~\) I <br />\ <br />I , <br />:' III <br />2 <br />~. I <br />I" I <br />I' <br />:I~, \[[1 <br />lB. 1 <br />/' I J <br />,1:;, -"I <br />'I 'Iii I I <br />I, f <br />rJ>>f. Y <br />I~/ ~}fV~ <br />0' ,Ii <br />;;:; 1//':- <br />;"'J,flj <br />; . :IT/I[ <br />//Ij~"""" <br />;' f& \ <br />....4510~... ------~ It: \ <br />(/- ;,~ <br />__I ~ ItJ <br />~"f <br />""in! Q <br />)lrf <br />\'- <br />~\\\\ <br />l'ill <br />J: . \' f-:. <br />{iv.:' ~ <br />.,~; <br />?1;r ~, <br /> <br />1.;.( ,"~, 'v <br />. SEO FILE NO <br />. <br /> <br />(-~---1S1 <br />) 0-. __ <br />I <br />I <br />\ <br />\ <br />I <br />\ <br />I <br />/ <br />....0_/ <br />~ <br />I <br /> <br /> /'~ - <br /> I <br /> I <br /> I <br /> \ <br /> 1 <br />( <br />I <br />\ <br /> \ <br /> , <br /> 0 <br /> - <br /> '" <br /> .q- <br /> , <br /> I <br /> I <br /> , <br /> \\ - <br /> <br />" <br />1 <br />\ <br />\ <br />I <br />\ <br />\ <br />I <br />" ' <br />451CY <br /> <br />;::. <br /> <br />...~\ <br />()\ ~ <br />..-> , <br /> <br />., .i <br /> <br />t{;::.. <br /> <br />J <br /> <br />.~.." <br />. ~:.:. '. <br /><<:. <br /> <br />-- <br /> <br />o <br />, <br /> <br />REVISIONS <br />DESCRIPTION <br /> <br />DATE BY <br /> <br />NO <br /> <br />",';0- <br />"'~ <br />....., \ <br />'J <br /> <br />.~ <br /> <br />A" <br /> <br />STAGE/STORAGE RELATIONSHIP <br />EMPIRE RESERVOIR <br />ELEVATION -AREA-CAPACITY <br />CAGE AREA VOLUIAE CUIAULATIVE <br />HEIGHT ELEVATION (ACRES) (AC-FT) VOL (AC-FT) <br /> <br />o 4481 <br />I 4491 0.02 0.00 <br />2 449 1. 0.02 0.00 <br />3 44 Oln 0.00 <br />4 44 1 . 4 1.01 <br />... 44 4. I 1 <br />6 44 I '.H <br />7 44 1.1 .1 <br />8 44 7. 1 .1 <br />9 44 1 I 4.01 6.5 <br />10 4499.61 19.07 69.89 <br />11 4500.61 420.78 4.28 <br />12 4501.61 547.83 636.31 <br />13 450'.61 7?4.B3 827.82 <br />14 4503.61 930.BO 1027.97 <br />15 4504.61 11 5.14 1205. <br />16 4505.61 12 .42 1355.5 <br />17 4506.61 14 .66 1494.7 <br />18 4507.61 15 3.96 1628., <br />19 450B.61 1693.Bl 1748. <br />o 4509.61 I B03.4O 1850.1 <br />I 4510.61 1896.85 1936.8 <br />4511.61 197. .01 <br />4512.61 12067.16 115.21 <br />4513.61 12163.27 2206.1 <br />4514.61 1 "48.95 2287.31 <br />4515.61 1'325.63 370.69 <br />4516.61 12415.79 458.44 <br />4517.61 12501.18 525.86 <br />4518.61 12550.53 593.60 <br />4519.61 2636.67 2682.33 <br />4520.61 2727.06 2768.BO <br />4521.61 2B08.03 2845.75 <br />4522.61 2879.87 2920.75 <br />4523.61 2946.05 2995.75 <br />4524.61 3014.92 3064.65 <br />4525.61 3076.79 3132.70 <br />4526.61 314B.19 3199.65 <br /> <br />.1 <br /> <br />.4 <br />77. 4 <br />314. 7 <br />683.96 <br />1168.24 <br />1804.55 <br />2632.37 <br />3660.35 <br />4865.~ <br />6221.17 <br />7715.95 <br />9344.B2 <br />I 1093.40 <br />12943.53 <br />14880.41 <br />16902.42 <br />19017.63 <br />21223.76 <br />23511.07 <br />25881.77 <br />28340.21 <br />30B66.07 <br />33459.67 <br />36142.00 <br />38910.80 <br />4 1756.55 <br />44677 .30 <br />47673.05 <br />50737.70 <br />53870.40 <br />57070.05 <br /> <br />3 <br />24 <br />25 <br />'6 <br />'7 <br />'B <br />'9 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />NOTE: <br />DATA FROIA GAGE HEIGHT I THROUGH GAGE <br />HEIGHT 30 AS PROVIDED BY ARNOLD ANALYTICAL <br />2002, GAGE HEIGHT 31 THROUGH 37 IS BASED <br />ON IAATHEIAATICAL EXTRAPOLATION. <br /> <br />BIJOU IRRIGATION DISTRICT <br />EMPIRE RESERVOIR <br /> <br />EXISTING CONDITIONS AND PROPOSED CHANGES <br /> <br />TETRA TECH RMC <br />, 1100 S. SUNSET Sf.. SUJE 1-f, 1.CNGIlIONT, co a0s01 <br />m. 303.m.52a WEJRO ~ rA.V J03M5.lII5I <br />DESIQEO BY, OHr ~I:APPRO\{I) BY, RJT JOB NO. SHEET, <br /> <br />DRAWl BY: o.H/CC DATE: D6-D9-D5 119-4763.001.001 2 <br />MCKED BY: Jl.IL. SCAl!:: AS HOlED "I <br /> <br />I DRAFT I <br />