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<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 />
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<br />RESERVOIR
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<br />CONTOURS (2' INTERVAL)
<br />EDGE OF WATER
<br />FENCE
<br />TREES/WOODY VEGETATION
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<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
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<br />DESCRIPTION
<br />
<br />DATE BY
<br />
<br />NO
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<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 />
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