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24"Riser w/Trash Rack&Anti-Vortex <br /> Three- 18"x 20' CMP Emergency Spillways <br /> 24"x 100' CMP Primary Spillway <br /> Two-6" Gate Valves (Weep Holes) <br /> Anti-Seep Collar <br /> A C C, <br /> 5570 A 5570 5570 5570 <br /> 5560 5560 5560 5560 <br /> 5550 5550 55501 15550 <br /> 0+00 0+50 0+80 Stage Storage Curve <br /> 5540 5540 Pond 013 <br /> 1+00 0+50 0+00 Top of Structut <br /> 5560 <br /> 5570 B1 5570 5559 <br /> 5558 <br /> 5560 5560 <br /> 5557 <br /> C/) <br /> 5550 5550 mergen y Spillway(555 ) <br /> 5556 <br /> O <br /> 5540 5540 <br /> 2+50 2+00 1+50 1+00 0+50 0+00 5555 p p ')_22 <br /> Princi al Spillway(5555 <br /> LU 5554 <br /> 5553 <br /> Scale 1 = 20 <br /> 5552 <br /> Weer Hole Gate Valv s (5552' <br /> 5551 <br /> 5550 <br /> 5549 <br /> Parshall Flume 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 <br /> 12" Throat x 36"H <br /> Accumulative Storage (Acre-Ft) <br /> Weep Holes <br /> Two-6" Gate Valves <br /> Primary Spillway 5552' <br /> 24"x 100' CMP Storage Volume Computations <br /> 5555' Permit No, C-1981-008 <br /> C Top of Embankment Pond 013 <br /> 5560' <br /> ° 1 / ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> ` 5560 (ft) (ft) (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> 550 (ac) (ac-ft) (ft) <br /> 5560 \ Emergency Spillway <br /> Three 18"x 20' CMP's 5549.0 N/A N/A 0.36 <br /> 5557' 5550.0 N/A N/A 0.53 0.45 1.00 0.45 0.45 1.00 <br /> 5555 B 5551.0 N/A N/A 0.80 0.67 1.00 0.70 1.15 2.00 <br /> 5552.0 N/A N/A 1.11 0.95 1.00 1.04 2.19 3.00 <br /> 5555 5 50 5553.0 N/A N/A 1.19 1.15 1.00 1.15 3.34 4.00 <br /> 5554.0 N/A N/A 1.28 1.23 1.00 1.23 4.57 5.00 <br /> 5555.0 N/A N/A 1.36 1.32 1.00 1.32 5.90 6.00 <br /> �O 1.41 1.00 1.42 7.31 7.00 <br /> 5556.0 N/A N/A 1.46 5557.0 N/A N/A 1.54 1.50 1.00 1.50 8.81 8.00 <br /> �Ss A <br /> Surface Baffle 5558.0 N/A N/A 1.63 1.58 1.00 1.58 10.40 9.00 <br /> l C Inlet Structure 1.67 1.00 1.67 12.06 10.00 <br /> \ 36"Half Culvert 5559.0 N/A N/A 1.71 <br /> 1 5560.0 N/A N/A 1.81 1.76 1.00 1.76 13.82 11.00 <br /> a 4 <br /> ss <br /> C1 <br /> I Limestone Pad <br /> B� sss <br /> S Surface Baffle N Pond 013 Design <br /> ss � <br /> �O Surface Baffle <br /> � Poo ueF,� <br /> SCALE: As Shown <br /> / V ��•••�F •• ORIGINAL DATE: NOVEMBER 2007 <br /> c1�: -z`��w DWG. BY.- RLG <br /> W E 6 ��� APPROVED BY.• FKF <br /> 3�3© tioRIZO� <br /> `O • cc, MAP NO. <br /> 'O••••. ••••.•••�\� NEW HORIZON MINE -/ Q <br /> �Fss 08 <br /> ONA\-�� Permit ucla, CO. MAP 2.05.3(3)- / V <br /> P.O Box 628,Nucla, O. 81424 <br /> 5555 re No. REVISION DATE BY CHK <br /> 36"Haalflf Inlet Culvert <br /> 560 <br /> 0' 30' 60' 90' PR-06 Change in Title Block 10/1/10 GL DA <br /> Scale 1 = 30' Added SE Inlet, Correced Flume Size, and a New <br /> Contour Interval 1 Ft. TR-70 profile to Show Emergency Spillway Correctly 12/21 115 RLG FKF <br /> Revised Drawing Layout,Added Limestone Pad, and <br /> TR-99 Updated Stage Storage Curve, Revised Scale 3/30/20 Tony FKF <br />