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Stage Storage Curve <br /> Primary Spillway- 24"" Dia. Riser w118'" 5679 tructure <br /> Restrictor Plate- 5675.5 <br /> B Weep Holes- 2"-6" Dia. Variable Valves 5678 76) <br /> 0+00 from 0" to 6"- 5671.5 5677 <br /> C 5676 E er ncDill w 56 6.50) <br /> 6g2 0+00 5675 rind al S ill 56 .5 <br /> 568 569 � 5674 <br /> 6 6 6 5673 AZ <br /> 5684 568 0 <br /> 5682 68 <br /> 6 584 5672 <br /> 8 n, 2- " Die. We p Hole Valves <br /> 67 5682 ---�,,,� w 5671 <br /> 67 67 <br /> 568 5670 <br /> 5 67 <br /> 5669 <br /> 5672 674 <br /> A 6-7 6 7 5668ail I <br /> 0+00 66 7 6 6 5667 <br /> 1+00 5667 Clea Out Level (566 .Oo) <br /> 2+00 3 5666 <br /> 4+00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 <br /> 5+ o <br /> 36" Dia. , `'�- A' Accumulative Storage (Acre-Ft) <br /> `'--------- -� 9+00 <br /> Half CMP Outlet � `�6 7 <br /> 66 <br /> 678 � 67 36" Dia. <br /> 672 Half CMP Inlet Storage Volume Computation <br /> � <br /> 67 r To 5674- <br /> of Embankment- 5678 567 567 <br /> AA ELEV. AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> 567 (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> Road ROW Fence o of Embankment- 5678 <br /> x�~X X X +n x x Anti=Seep Col r� 5 67 7-=-� 67 _ T t <br /> x x x x--�-x x x X__�___x____-X---_x _ 0-) <br /> 5666.0 0 0 0.1 1.0 0.0 0.0 1.0 <br /> Primary Spillway 24" Dia. Barrel 173' @ 2.70% Slope x x x x x x x X x,�-�_x x 5667.0 0.3 .4 1.0 0.4 0.4 <br /> 5668.0 0.6 0 2.0 <br /> Permit ; 2+ x X x x x x x A� Road ROW Fence x 0.6 1,0 0.6 1.0 3.Q <br /> Boundary x x-----_X______ 5669.0 0.7 <br /> � x--_�___x`x 66 0.7 1.0 0.7 1.7 4.0 <br /> r�trrrrrrrrrrrrrrrrrrrrrrrr , X x X�____ 0 <br /> r�++rrrrrrrrrrrrrwrrrrrrrrrrrrrrrrrrrr rr x------.. 5670.Q .8 <br /> G AA Road <br /> x Rip-Rap Trapezoidal Channel w110' Bottom - 0.8 1.0 0.8 2.5 5.0 <br /> x X B r 5671.0 0.9 0.9 1.0 0.9 3.4 6.0 <br /> x----x---�x x____ x x x X r 5676.5, Flowing into a 72 Dia. Drop Inlet , C 5672.0 1.0 1.1 1.0 1.0 4.5 7.0 <br /> X-1----x x x P 10�6.4_to i 5673.0 1.1 <br /> x---�--x-----� 1.2 1.0 1.2 5,6 8.0 <br /> "�-x----- Outlet. ,f 5675.0 1.5 1.4 1.0 1.4 7.1 9.0 <br /> X x X X----x x x--____x� X - __ 5675.5 1.6 1.6 0.5 0.8 7.9 9.5 <br /> x-_____X-x x----�x______x x� 5676.0 1.7 1.8 0.5 0.8 8.5 10.0 x x_______X_______x AA Road ROW Fence 5676.5 1.8 <br /> x x 5677.0 1.9 1.8 0.5 0.9 10.4 11.0 <br /> X x x x 5678.0 1.2 2.1 1.0 2.0 12.4 12.0 <br /> x------x----_x <br /> r +�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr.rrrrrrrrrrrrrrrrrrr Emergent x��x~-�x"�x X_ <br /> r ' y Spillway Outlet Inv -5664.3 x ---x <br /> r <br /> rrrrrrrrirrrrrrr�rrrrrrrrrrrrrrrlrrr+rrrr.rrrrrerrrrrrrririrrrrrrrrrr..�, <br /> r r Permit Boundary <br /> r � Primary Spillway Outlet Inv.- 5666.1 r rrrrrrrrrrrrrrrr.w.rrrrrrrrrrrrrfrrrrrrrrrrrrrrrrrrrrrrr <br /> �} R rrrrrrrrrrrraerrrrrrrrrrrrrrrrrrrrrrrrrrrr <br /> Parshall Flume (12" Throat) <br /> r <br /> � r <br /> R <br /> I i i r <br /> r R R <br /> 24" Dia. CMP to Open Channel <br /> w PLAN VIEW <br /> r <br /> t r <br /> t r r r <br /> r r R r <br /> r r r r <br /> r r r r <br /> r r r r <br /> r R r r <br /> r r r r <br /> r <br /> r <br /> r R r <br /> r <br /> r r <br /> r r <br /> i i r R <br /> I r <br /> R r r R <br /> r <br /> r r r R <br /> r r R R <br /> r r r r <br /> r r R r <br /> r r r r <br /> r <br /> r ���Illll�i/j� <br /> i 1 r Permit Boundary ` . <br /> 0 L �, I� ENGINEERS CERTIFICATION <br /> r r r <br /> r P ke <br /> r r tiar.rrr...rrrrrrr r �'� q�' .••+` +� �4i �,► I,Frank K. Ferris,hereby certify that this <br /> rrrrrrrrrrrrrrrr,rrrrr#rrrrrrrrrrrrrrrrrr�rrrrrwrrrrrrrrrrrrrrrrrr� : +, V_�y r r r � <br /> f p , 0" A map has been reviewed by me and is <br /> C? -1 L9 true and correct to the best of my knowledge <br /> ing on information <br /> 342 and+ supplied by t experts yemployed by New <br /> f ••+ r C, ` Horizon Mine and that I am a Professional Engineer <br /> �i ��,�•+�• '++ \ `_►� licensed in Colorado as required by the provisions of <br /> t"ONAL IN WITNESS WHEREOF,have hereunder <br /> r R set my hand and affixed my seal. <br /> Frank ems <br /> r R <br /> r � <br /> P.E.No.46342 <br /> r r <br /> i i <br /> 0' 40' 80' 120' <br /> r r <br /> S 401 <br /> r � <br /> r r <br /> r r <br /> r r <br /> r r <br /> i r <br /> r � <br /> r <br /> A CROSS SECTIONS A' POND NHN-001 AS-BUILT <br /> 5685 5685 <br /> 5680 5, <br /> 5680 <br /> 5675 5675 <br /> 3- Ir► SCALE: AS SHOWN <br /> 5670 5670 11F ORIGINAL DATE: 11113118 <br /> 5665 5665 .....� DWG. BY: RLG <br /> 5660 <br /> 5660 '2'. Uj APPROVED BY: FKF <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 • FILENAME: <br /> B B yORIZO\4 DWG NO. <br /> 5695 5695 C Co <br /> 5690 5690 5690 5690 NEW HORIZON MINE /J �+ <br /> Box <br /> C-2Ql 10-089 f� Map 2. A -V <br /> � P.O Box 628, Nucla, CO. 81424 <br /> 5685 5685 568 5685 <br /> 5680 5680 568 �`� !� 5680 <br /> No. REVISION DATE BY CHK <br /> 5675 ' 5675 5675 ft i�� 5675 <br /> 5670 5670 567 5670 TR-19 Pond downsizing & reconstruction 11113118 RLG FF/TT <br /> 5665 5665 5665 5665 <br /> 5660 5660 5660 5660 <br /> 0+00 1+00 2+00 0+00 1+00 2+00 <br /> Vertical Scale: 1"=20' <br /> Pond001 -Map 2.05.3(4)-0 - AS BUILT 15noV18.dwg Horizontal Scale 1"=40' <br />