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5750 A A15750 <br /> 5740 Emergency Spillway Principal Spillway 5740 <br /> 40:1 ' o.1 <br /> 5730 Pond Bottom(573C.9) 5730 <br /> 5720 5720 <br /> 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 <br /> 5750 B B f 5750 <br /> t <br /> 5740 <br /> 5740 C C 5750 <br /> Emergency <br /> 5 0* Spillway(5737.0') <br /> 5730 Pond Bottom 5730.0') 5730 3 0;1 5740 <br /> 5720 5720 5730 <br /> 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 0+00 0+10 0+20 0+30 0+40 <br /> Scale: 1" =20' <br /> LEGEND <br /> ____________________________ <br /> ____________________________ Primary Discharge Pipe Alignment Stage Storage Curve �t <br /> Goforth Stockpond (SP1) IV <br /> A A' Profile Locations <br /> ;2+80 <br /> 2 60 5741 <br /> TOP OF ST UCTURE W E <br /> f 5740 (5741.0) <br /> 2+40 5739 <br /> / 5738 <br /> 2+20 � <br /> �4"a,• 22 5737 EM RGENCY SPILLWAY 737.0) �, ���® <br /> 0+00 ) > 5736 <br /> / N PRINCIPAL SPILLWAY(5736.0) JAN 0 8 2020 <br /> 01 <br /> +00 W 5735 <br /> f 5734 DIVISION OF RECLAMATION <br /> MINING AND SAFETY <br /> 1+80 5733 <br /> 0+60 5732 <br /> 1 0 � <br /> 6 <br /> 5731 • <br /> 0+80 B <br /> 1+0 1+20 1' 01 1+g 5730 •'• ....•••'•�'�� <br /> Bottom of Pod 1+ 0.0 1.0 2.0 3.0 4.0 5.0 <br /> (5730.0') 1 Accumulative Storage (Acre-Ft) <br /> /�er9ly�3,6l 1+2 <br /> Storage Volume Computations <br /> Permit No.C-1981-008 Goforth Stock Pond (SP1) <br /> CGoforth Stockpond(SP1) <br /> 1+QO <br /> 0+00 ELEV. Width LENGTH AREA AVG. INTERVAL STORAGE ACC. STAGE Asbuilt <br /> 20 C Tp Primary Spill ay (ft) (ft) (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> 0 4 p°fFn'bankr)7 j�0+80 18"Pipe Inlet(5 36.UY (ac) (ac-ft) (ft) SCALE:As Shown <br /> ent(6�4�•0' ^-----. �, 5730.0 N/A N/A 0.06 ORIGINAL DATE:10/1/2018 <br /> ii 5731.0 N/A N/A 0.12 0.09 1.0 0.10 0.15 1.0 <br /> ��� 5732.0 N/A NIA 0.17 0.19 1.0 0.19 0.48 3.0 W DWG.BY: TSGT <br /> !1 5733. . 2 <br /> o.2a 1.0 o.2a o.72 a. � � APPROVED BY: TUFF <br /> 60 0 N/A N/A 021 o <br /> 5734.0 N/A N/A 0.27 �`'� DWG NO. <br /> 0.29 1.0 0.29 1.02 5.0 <br /> 5735.0 N/A N/A 0.32 <br /> / . <br /> 5736.0 N/A N/A 0.39 0.36 1.0 0.36 1.37 6.0 RIZ <br /> �` . . . .0 Map 2.05.3(3)-38 <br /> - 40 �/ 5737.0 N/A N/A 0.46 0�42 10 042 179 7 New Horizon Mine <br /> 5738.0 N/A N/A 0.54 0.50 1.0 0.50 2.29 8.0 Permit No.C-1981-008 <br /> 5739.0 N/A N/A 0.66 0.60 1.0 0.61 2.90 9.0 P.O Box 628, Nucla,CO.81424 <br /> �� 5740.0 N/A N/A 0.75 <br /> +20 5741.0 N/A N/A 0.84 0.80 1.0 0.80 4.41 11.0 NO. R 0.70 1.0 0.70 3.61 10.0 <br /> EVISION DATE BY CgK <br /> 0+ 0 TR-96 Revised Design to As-Built 1/6/20 Tony FF <br /> 30' 0' 30' 60' <br /> Rip-Rap at Primary Scale: 1" =30' <br /> Spillway Outlet Contour Interval: 1 ft. <br /> FILENAME:Map 2.05.3(3)-38 Goforth Stock Pond.dwg <br />