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� O � <br /> 12" CMP ge <br /> Stoker Pond Dischar Structure <br /> Riser w/Trash Rack <br /> 15' <br /> Primary Discharpe Ip - - - - - - - - 1%Slope - - - <br /> �� Emergency Spillway) <br /> Z3: <br /> �► � �' 1 Each, 4" Perforation <br /> 12" CMP 3.7% Slope <br /> �ut Off <br /> ollars <br /> 6�3 <br /> 6 <br /> Not to Scale <br /> 00 <br /> lo <br /> Of <br /> 00 <br /> 00 <br /> 6 <br /> 6g3� <br /> Stage Storage Curve <br /> Stoker Siding Pond <br /> 6334 <br /> TOP OF STRUCTURE <br /> (633 ) <br /> 6340 6333 <br /> 6332 <br /> EMERGENCY SPILLWAY(6332) <br /> 6331 <br /> / 6330 <br /> PR NCIPAL SPILLWAY(63 .6) <br /> O 6329 <br /> O <br /> j 6328 <br /> W 6327 <br /> 6326 <br /> rn w <br /> Scale 1" = 40' 6325 ( <br /> WEEP HOLE EL NATION 6325) <br /> Contour Interval - 1 Ft. 6324 nl <br /> 6323 1I �l <br /> 6322 <br /> 0.0 1.0 2.0 3.0 4.0 5.0 <br /> Accumulative Storage (Acre-Ft) <br /> W E <br /> Storage Volume Computations <br /> ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> (ft) (ft) (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> (ac) (ac-ft) (ft) <br /> 6322.0 N/A N/A 0.00 <br /> 6323.0 N/A N/A 0.05 0.03 1.00 0.03 0.03 1.00 �'1 <br /> 6324.0 N/A N/A 0.14 0.09 1.00 0.10 0.12 2.00 J <br /> 6325.0 N/A N/A 0.19 0.16 1.00 0.17 0.29 3.00 <br /> 6326.0 N/A N/A 0.26 0.22 1.00 0.23 0.52 4.00 <br /> 6327.0 N/A N/A 0.32 0.29 1.00 0.29 0.81 5.00 <br /> 632 .0 N/A N/A 0. 0. 1.00 0. 1.15 .00 Stoker Siding Pond <br /> 6329.0 N/A N/A 0.44 44 0.40 40 1.00 0.40 40 1.56 7.00 <br /> 6329.6 N/A N/A 0.48 0.46 0.60 0.27 1.83 7.60 <br /> 6330.0 N/A N/A 0.50 0.47 0.40 0.20 2.03 8.00 ENGINEERS CERTIFICATION As-Built <br /> 6331.0 N/A N/A 0.58 0.54 1.00 0.54 2.57 9.00 1, BRIAN W. COATES, hereby certify that this <br /> p as ewe y 6332.0 N/A N/A 0.67 <br /> 0.63 1.00 0.63 3.19 10.00 ma h been reviewed b me and is true <br /> 0.72 1.00 0.73 3.92 11.00 and correct to the best of m knowledge and SCALE: As Shown <br /> 6333.0 N/A N/A 0.77 y g <br /> b� 6334.0 N/A N/A 0.89 0.83 1.00 0.84 4.76 12.00 information, relying on information supplied DATE: 4122198 <br /> 00 o by experts employed by Co/owyo Coal <br /> Dorn Company or qualified consultants working v DRWG. BY: TFS <br /> for Co/owyo Coal Company, and that I am a (&� C OAL APPROVED BY: JPG/SRH <br /> Professional Engineer licensed in Colorado as SgFE. COMPANY <br /> required by the provisions of C.R.S. Y,PEOPLE <br /> -PRODOCT10- DRWG NO. <br /> 12-25-101 through C.R.S. 12-25-119. IN <br /> WITNESS WHEREOF, I have hereunder set Colowyo Coal Company <br /> my hand and affixed my seal. 5731 state Highway 13 <br /> Meeker,Colorado 81641 <br /> No. REVISION DATE BY CHK <br /> 55154 1 As-Built 9121199 RH s H <br /> :.4123120 TR 137 Updated Entire As-Built Format,Removed Gate Valve 4/23/20 Tony BC <br /> : Updated Stage Storage Curve <br /> SSiONA_12�G <br />