2013-10-30_REVISION - M1977310 (3)

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Lo er Diversion g S ucture North MF 00 j '00 (LDS -N) C 2.99. 200. 3.0 ac \ V 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3.00 ply m \ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 oaten" In► Channel Proft �S LDS -E -P3 N s Planned 000 T Channel Profile s9�2os Ore Pad LDS -N-P3 1.90 000 � 100 �3• O .sue.. 1.00 p A a$ 13 2.00. 0 1 2 3 4 5 8 7 8 9 10 11 12 `STN c Dran" tM <F� v 300 Ss2�33 Channel Profl/a 400 LDS -E-P4 iJ3 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 F03 *92 No Flow ailam (M o_oo 3203 Channel Profile 1 09 LDS -N-W 1 0.99 zoo TI +30 c € 3.00 .. t 1.00 v - + N ....`.....a .. -_-__ _-5 u o 1 z 3 4 s 6 7 9 9 42/lL 610 Jp05s38 0 + ° + + Q 9002 t 200 500 nn o > > p ' z W J 3.00 awn" Irt) �� , PN A AWL �W cnW y 0 1 2 3 4 5 8 7 8 9 10 11 12 V • 5 �- N v Distance (M ". or 3 Y L1" -Lower-Diversion- - 'OS"� Structure East OUT -3 O.oO s�••5 • �. � n EN 1.39 ac (LDS -E) ? 1.00 L 2.00 'J�ilttlmiie. - EXPLANATION SCALE 1:720 ® otter Corporation Q PO Box 700 Flow Direction of Stormwater Runoff 0 60 120 FEET 300 COIL•@/• Nucla CO 81424 400 JD -6 Mine Waste Rock Pile CONTOUR INTERVAL 20 FEET 0 , 2 3 4 5 6 7 9 9 10 11 12 13 14 Drainage Design Plan rrr„ Waste Rock Pile Dlsan "In) _ Road Channel Pro/IN Plate 5 0 Mine Facility LDS -N -P6 Channel Profiles for the ® No Flow Zone g 009 Lower Diversion Structure North and Sub -Basin Boundary t Lower Diversion Structure East Stormwater Flowpath File: JD6_Drvstruct_R02.dwg 2.00 - Scale: 1"=60' 1:720 Date: 10/28/2013 ® Sub -Basin ID and Acreage 0 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 A Project No: 4148A County: Montrose County, CO Dran" (ft) 3.0 ac Whetstone' Drawn By: SK Checked By: SW Channel Prom Channel Profile PLAN VIEW - LDS -E431 g 0.00 g 9.00 100 2 "� � - � � - - -' � � � � v 2.00+ . , '�;,•- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 0 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 TN07 +3 �%• oran"(R) Distance (p P6 LEV: 5,914. ' Channel Proft I Channel Profile �� LOS•N -PT I0.01), g Om Lo er Diversion g S ucture North MF 00 j '00 (LDS -N) C 2.99. 200. 3.0 ac \ V 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3.00 ply m \ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 oaten" In► Channel Proft �S LDS -E -P3 N s Planned 000 T Channel Profile s9�2os Ore Pad LDS -N-P3 1.90 000 � 100 �3• O .sue.. 1.00 p A a$ 13 2.00. 0 1 2 3 4 5 8 7 8 9 10 11 12 `STN c Dran" tM <F� v 300 Ss2�33 Channel Profl/a 400 LDS -E-P4 iJ3 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 F03 *92 No Flow ailam (M o_oo 3203 Channel Profile 1 09 LDS -N-W 1 0.99 zoo TI +30 c € 3.00 .. t 1.00 v - + N ....`.....a .. -_-__ _-5 u o 1 z 3 4 s 6 7 9 9 42/lL 610 Jp05s38 0 + ° + + Q 9002 t 200 500 nn o > > p ' z W J 3.00 awn" Irt) �� , PN A AWL �W cnW y 0 1 2 3 4 5 8 7 8 9 10 11 12 V • 5 �- N v Distance (M ". or 3 Y L1" -Lower-Diversion- - 'OS"� Structure East OUT -3 O.oO s�••5 • �. � n EN 1.39 ac (LDS -E) ? 1.00 L 2.00 'J�ilttlmiie. - EXPLANATION SCALE 1:720 ® otter Corporation Q PO Box 700 Flow Direction of Stormwater Runoff 0 60 120 FEET 300 COIL•@/• Nucla CO 81424 400 JD -6 Mine Waste Rock Pile CONTOUR INTERVAL 20 FEET 0 , 2 3 4 5 6 7 9 9 10 11 12 13 14 Drainage Design Plan rrr„ Waste Rock Pile Dlsan "In) _ Road Channel Pro/IN Plate 5 0 Mine Facility LDS -N -P6 Channel Profiles for the ® No Flow Zone g 009 Lower Diversion Structure North and Sub -Basin Boundary t Lower Diversion Structure East Stormwater Flowpath File: JD6_Drvstruct_R02.dwg 2.00 - Scale: 1"=60' 1:720 Date: 10/28/2013 ® Sub -Basin ID and Acreage 0 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 A Project No: 4148A County: Montrose County, CO Dran" (ft) 3.0 ac Whetstone' Drawn By: SK Checked By: SW