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B <br /> 5660 <br /> Bi <br /> 6.8:1 ,.--,�, 1 <br /> $-31 _ 5660 <br /> 5650 - -� ' �,� ------------------__--__--------___------------------------------------ (5650.0) <br /> 8 0:1 -------------------------------------------------------- ______--- ------------Top of9 0' --- <br /> 5650 <br /> 5640 Existing Ground----- Bottom _-_-------------------__--__�- ----_- --- _ __----___---_._.__Of Structure(5642 0) 20 <br /> 1 ___ <br /> 5640 <br /> 5630 <br /> 5630 <br /> 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 + <br /> 5 00 <br /> SCALE: 1"=25' <br /> A <br /> A <br /> 5660 6.1:1 --._ 5660 <br /> 5650 5650 8.0:1 __-�- Top of Structure (565o.o) 7 4:1 <br /> _vn., _ <br /> 645 _ __ _ 5650 <br /> 5 4 <br /> _Bottom of Structure(5642.0) <br /> Spillway Invert Existing Ground's--�_ SpillwayInvert(5647.0) _- _- - 3.3.1 <br /> 5640 --------------------- - �-,. <br /> 5,s4To� <br /> 5640 <br /> CID 5630 <br /> 5630 <br /> ss '' 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 <br /> �C ' <br /> C SCALE. 1"=26�, a <br /> 5652 5652 <br /> 1 Spillway Crest( 650.D) <br /> 5650 --__ __- __ --------------------- ___--------- stn9 Ex► <br /> ' Ground 5650 <br /> 5648 �''� 3'0 3.0' <br /> A� � � S illwa Invert 5647.0 5648 <br /> o <br /> 5646 24.0' <br /> s 5646 <br /> /S a 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+4 0 0+45 <br /> �� ��kPIh� SCALE: 1"=5' <br /> 0416Stage Storage Curve <br /> ERMR Stock Pond(SP2) <br /> j Q TOP Of STRUCTURE(5650.0) <br /> o' a, 5650 <br /> 00 Q� <br /> cS�� tSs <br /> c?�1 5649 <br /> �s d <br /> 564$ <br /> © EMERGENC SPILLWAY 7.0 <br /> 5647 <br /> CV <br /> s .0 5646 <br /> ,►.. <br /> m <br /> - W 5645 <br /> pD0 UO�. <br /> °°oc' '' Srp;�4 ENGINEER'S CERTIFICATION <br /> 5fi44 <br /> �, � I, Jason S. Storey, hereby certify that this map has been <br /> ° ,j�:� reviewed b• 092 y me and is true and correct to the best of my <br /> �e <br /> knowledge and information, relying on information <br /> 5643 �0 °••° supplied by experts employed by New Horizon Mine and <br /> 5 S •°. that I am a Professional Engineer licensed in Colorado <br /> sf q y provisions of C.R.S. 12-25-101 <br /> NAB as required b the <br /> BOTTOM D PONA(5642 <br /> 5642 through C.R.S. 12-25-119. IN WITNESS WHEREOF <br /> have hereunder set my hand and affixed my seal. <br /> ssso 0.0 1.0 2.D 3.0 4,0 JA N S. STOREY <br /> Accumulative Storage (Acre-Ft) P.E. No.48092 <br /> SssS s Storage volume computations / �/ TR-93 <br /> A E AAAroved 12/2/19 <br /> ERMR Stock Pond(SP2) <br /> Ssjp <br /> ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE Elk Ridge Mining & Reclamation <br /> (8) () (h) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> 56?S (ac) (ac-ft) 00 <br /> Stock Pond (SP2 <br /> 5642.0 N/A NIA 0.093 <br /> 0.123 1.0 0.123 0.123 1.0 <br /> S6ao _ 5643.0 N/A N/A 0.156 0 0192 0.192 1. . 0.315 2.0 <br /> 5s44.o NIA N/A o.231 SCALE:As Shown <br /> .,. 5645.0 N/A N/A 0.320 0.275 1.0 0.275 0.590 3.0 <br /> s 5646.0 N/A N/A 0.418 0.368 1.0 0.368 0.958 4.0 ORIGINAL DATE: 10/15/2019 <br /> 5647.0 NIA NIA 0.525 0.470 1.0 0.470 1.428 5.0 DWG. BY: TSGT <br /> 0 580 1.0 0.580 2.008 6.0 <br /> 564s.0 N/A N/A o.s37 - APPROVED BY: TT/FF <br /> 5649.0 NIA NIA 0.759 0.697 1.0 0.697 2.705 7.0 �`""��� � <br /> 1 .822 1. . .5 8.0 <br /> . 5650.0 NIA NIA 0.886 0 0 0822 327 � �� <br /> aRlzo <br /> ` DWG NO. <br /> NNew Horizon Mine <br /> Permit No.C-1981-008 Map 2.05.3(3)-39 <br /> P.O Box 628,Nuda,CO.81424 <br /> 40' o' 40' so' <br /> Scale. <br /> . 1 -,�_40 LEGEND. Na. <br /> REVISION DATE BY CHK <br /> Topo:Aerial Flight Topo <br /> Contour Interval: 1 ft. Existing Index Ctr. Regrade Index Ctr. TR-93 New map for redesign of Pond 009 to ERMR 10/31/19 <br /> E Stock Pond (SP2) <br /> JSS TT/FF <br /> Existing Intermediate Ctr. Regrade Intermediate Ctr. <br /> C D <br /> Permit Boundary A A' Profile Locations 2019 <br /> -ALMON <br /> FILENAME:Map 2.05.3(3)-39 ERMR Stock Pond.dwg <br />