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0 <br /> Le end <br /> Permit Boundary <br /> Postmine Drainage Divides <br /> _ <br /> 5625, � �� �.. 9' <br /> - - - - Culvert <br /> v � C1 <br /> Ditch <br /> -00 <br /> I A— —A' Cross Section Location <br /> Streams <br /> -0-111-1- P ' 0 0or <br /> CN-57 Undisturbed <br /> o \ CN-62 Reclaimed (3 years or more) <br /> 56z5 ,, .52 Ac <br /> - y ---� <br /> o ,. _...� �� s CN-100 Pavement <br /> s o <br /> 1. 17 Ac 0- <br /> -y <br /> 5650 <br /> z. . <br /> ond009 <br /> , \4.79 AC Ditch C23 <br /> _ o <br /> O 4 <br /> _ _ <br /> Tailwater Ditc <br /> _ <br /> m - <br /> - : c <br /> 0- <br /> _ - -- 2.95 - - - - - - - -_ - <br /> O r <br /> A,I <br /> N 602,000 _ W l l�.. <br /> _ <br /> 6 2 00 <br /> 2 00 �'Qc IP Tailwater <br /> 3. 18 Ac -_ <br /> 4. 12 Ac Ditch 1 <br /> 3 00 _ <br /> IP Tailwater <br /> Duch 2 <br /> 0 <br /> S <br /> 0 <br /> o N \ <br /> `sa <br /> 200' 0' 200' 400, <br /> 1" 2001 <br /> �. <br /> Topo: Postmine Topo Nov 15 � <br /> Contour Interval:5 feet � <br /> Ditch Profiles and Typical <br /> Pond 009Area <br /> Profiles Hanzontal Scale 1 —100 Vertical Scale 1"=2 ' <br /> Cross-Section Ditch C15 <br /> 0 <br /> 5690 5680 5680 <br /> 5678 <br /> 5680 p�°!p 5676 A' Horizontal Scale 1"'=10' <br /> ,gyp. 5670 5674 Vertical Scale 1"�10' <br /> Ditch C 15 2° 0+00 0+05 0+10 0+15 0+20 0+25 <br /> 5670 9 +� 5660 Ditch C23 ° 1.6% ,� <br /> 0.3% 0.9% 1.1 /o <br /> Cross-Sections Ditch C23 <br /> 5660 ��2 5650 <br /> 5662 p <br /> 5650 5660 L7 5664 <br /> 5640 5658 D <br /> 5660 C 5662 <br /> 0+00 1+00 2+00 3+00 5656 BI <br /> C� 5660 D0+00 1+00 2+00 3+00 4+00 5+00 5658 <br /> 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+00 0+05 0+10 0+15 <br /> Note: Channel Slopes have been determined by measuring elevation changes between each 100 foot station. <br /> 1V <br /> �+ 11 <br /> r0 il e�.7 Horizontal Scale 1"=100' Vertical Scale 1"=20' <br /> E <br /> 5760 <br /> 5760 <br /> 4.3 <br /> 0/0 <br /> 5740 5 0/0 �7 <br /> 5 00/° 5740 <br /> 3.4% Cross-Sections for Ditch Horizontal Scale 1"=10' <br /> °1 „ <br /> 5.5 ° Vertical Scale 1 =10 <br /> 5720 bolo - <br /> �2- 5720 5684 <br /> 5734 G ENGINEERS CERTIFICATION <br /> 5682 5732 1, Thomas C.Peterson, hereby certify that this <br /> 0 0 5680 El 5730 map has been reviewed by me and is true and <br /> N � 1 0+00 0+05 0+10 0+15 0+20 0+25 5728 G correct to the best of my knowledge and <br /> information,relying on information supplied <br /> 5700 <br /> 0+00 0+05 0+10 0+15 0+20 0+25 by experts employed by New Horizons Mine <br /> 5700 and that I am a Professional Engineer licensed <br /> �'• 5742 H in C.R.S�12-25-101 rado as required <br /> hrou h y the provisions of <br /> 5694 c g C.R.S. 12 25 119. <br /> 4.1 5692 r 5740 IN WITNESS WHEREOF I have hereunder set <br /> Ditch C 1 5•Zoe° F� 5738 my hand and affixed my seal. <br /> 5680 S690 5736 H <br /> 5 5680 1 <br /> 0+00 0+05 0+10 0+15 0+20 0+00 0+05 0+10 0+15 0+20 0+25 ,"" <br /> L <br /> 6 01 Ov •c'C pe (j i <br /> 5660 ` • <br /> 5660ec�a;ake�y :~ 32257 zWA <br /> 01 <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 12+00 13+00 �;rc�g � O,n ,• •; � <br /> ii F ••••••••• e� <br /> Note. Channel Slopes have been determined by measuring elevation changes between each 100 foot station. i SS/OVA ��C,```4 <br /> THOMAS C PETERSON <br /> ��Z No.�2257 <br /> DATE <br /> TR-73 <br /> Approved 8/24/2016 <br /> Profiles <br /> Attachment 2.05.3(3)-30, Page 6 <br /> Cross-Sections IP TailwaterIP Tailwater Ditch 1Ditch 1 <br /> 5760 5746 5750 Postmining Drainage Analysis <br /> 5760 <br /> 5755 3.4% 5744 I � 5748 <br /> f 1 5750 K 5750 L <br /> 3.2% 5755 J Pond Oo9 Area <br /> 5750 3.2% 5742 5746 5748 ,` Ll 5748 <br /> 0 1.2% q•2'% -0.8% 2•0% 5750 0+00 0+05 0+10 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+00 0+105 0+10 0+1 <br /> 5745 0 1'8/o L�Inch Dia.Pipe 5 <br /> g,8�° 5745 <br /> SCALE: Scale As Shown <br /> 5740 5752M 5754 <br /> ORIGINAL DATE: 111412015 <br /> 5740 5750 5752 � � 57565735 MI O <br /> N O 1 5760 � 1 DWG. BY. _ESI/TCP <br /> 5735 5748 5750 P ���� AP <br /> 5754 5758 Z PROVED BY. FKF <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 0+05 0+10 0+00 0+05 0+10 0+00 0+05 0+10 0+00 0+05 +D 10 � �•, <br /> y0RIZ0� DWG NO. <br /> IP Tailwater Ditch 2 New Horizon Mine Map 1 <br /> Cross-Section IP Ta ' f Permit No. C-1981-008 Afta n - <br /> il wa ter Duch 2 Box 628,Nucla, CO.81424 chme t 2.05.3(3 3D <br /> 5745 <br /> 5745 <br /> 0 <br /> 5740 Q.4% 1.3% 1.7 0 5740 <br /> Horizontal Scale 1"=100' 5744 ^i <br /> No. REVISION DATE BY CHK <br /> 5735 5735 Vertical Scale 1"=20' 5742 Q Q <br /> 5740 Horizontal Scale 1"=10' TR- New Map 119116 TCP FKF <br /> 0+00 1+00 2+DO 3+00 Vertical Scale 1"=10' 70 <br /> 5738 <br /> 0+00 0+05 0+10 0+15 0+20 0+25 TR- Updated Permit Boundary 5 17 <br /> Note:Channel Slopes have been determined by measuring elevation changes between each 100 foot station. 73 l 116 TCP FKF <br /> FILENAME: Map 1 Pond 009 Map 2.05.3.dwg <br />