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<br /> t A ✓' a Legend
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<br /> 1,s, h ff,,Y ,n..w...-,.w>*+-S .n 1 y,. i � y i .• !/ r1��.rl.' YJ+ � Jt f ! Ir + � .... ._^'f- / ��.
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<br /> ;- ;� ___.._� . � �. - �--- �. `�-•,,,....� .��-- .,..�-� ,�" � : ,� . ..-- ,� Boundary
<br /> y
<br /> Postmine Drainage Divides
<br /> 625
<br /> . ._ Disturbed Boundary
<br /> .—�.°s-^.`^-..'.+."..rn''�` fj'/f'f/-/•J�rV Jyn_.........,,.,_ ,. _.,..,„b,.�...,........ _...... f
<br /> lfr wfi:. �f
<br /> / r
<br /> .r�� ,,, ...._. -w....-.-.-'� ...�w.."..."--,-•-•._.._:, f/r`✓''' ;/' J
<br /> ems. �N+',,.✓f
<br /> Culvert
<br /> "..,n.
<br /> '..�ea..........nw .....:.. .. a, f� ,/ � `�JJ f � 4`" ,� .�,. ..w-w•..—^4e` �/ 'h+>.n.`.+e..' ,� 1 ����.'
<br /> Ditch
<br /> IL
<br /> _r
<br /> A— —A� Cross✓ oss Section Location
<br /> ,%
<br /> F
<br /> r jj
<br /> ,,, �4 �r...-- .�R , -�+ 'r r � CN57 Undisturbed
<br /> A / ,ram
<br /> -- - - - - - CN62 Reclaimed 3 years or more
<br /> 5625,yam ^*"'^•�_'+n, ,✓ tg. / jam`
<br /> CN100 Pavement
<br /> �,-,..-' � . ._ _ — — Cot A _: ..;, �,,•�--�' „�- � ..__. ,-�1 ..�.1 _.,.,........�•✓;(,`�'f �, _ .
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<br /> 10
<br /> 5650 ona .0, -0%9 <1
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<br /> oe
<br /> w
<br /> f
<br /> �- - - Dlrch C23
<br /> X �4m 79,2J9
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<br /> r
<br /> _
<br /> r
<br /> Ditch Tailw te r
<br /> a
<br /> _
<br /> tT"E00
<br /> - - -
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<br /> Z.95AC;
<br /> _00
<br /> _ _
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<br /> 2 �Q _
<br /> I
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<br /> _
<br /> ___
<br /> _. _ ___—_
<br /> -_ __ __ w_
<br /> ____ __ . —
<br /> — _ _ _ _ _ — _ __ _
<br /> I Tailwa
<br /> ter
<br /> - - - _ _ _ _ _ _- _ - _ - - _ - - _ _ _ _ _ - - - - _ _ Dtch 1
<br /> - - - - - - - - - - -_ _ - _ --
<br /> - - - - - - - - - - -
<br /> w,
<br /> -- - -
<br /> - - - - - - - - - - - - - - - - - - - -
<br /> _C) 3 _
<br /> - - - - - - _—__— ___ _
<br /> * - - -- _'— _ — _ — _ _ _ — — — — — w 1
<br /> - IP Tailwater --=_- -__= w V
<br /> cn l Ditch 2
<br /> r'
<br /> Or
<br /> <
<br /> o
<br /> 200' 0' 200' 400' ,
<br /> 4
<br /> 1" = 200'
<br /> Topo: Postmine Topo Nov 15
<br /> Contour Interval: 5 feet
<br /> hitch Pronles and Typical Cross-Sections
<br /> Pond 009 Area
<br /> . Cross-Section Ditch C15
<br /> Proules Horizontal scale 1"=100` Vertical Scale 1"=20'
<br /> 5680
<br /> 5690 5680
<br /> 567 ' Horizontal Scale 1"=10'
<br /> 5676
<br /> 5674 Vertical Scale 1"=10'
<br /> 5680 ��l�°)0 5670 0+00 0+05 0+10 0+15 0+20 0+25
<br /> Ditch C 15 \�2°�°
<br /> 5670 9 0 to i
<br /> 5660 Ditch C23 .j ° 1.6%
<br /> 0.3% Cross-Sections Ditch C23
<br /> 5660 �0 5650
<br /> 5662
<br /> 5660 B 5664
<br /> D
<br /> 5650 5640 C 5662 5658 5660 � t
<br /> 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 5+00 5656 B1 5658 C 5660 D
<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 /> E
<br /> Profiles Horizontal Scale 1"=100' Verti I cale 1"=2 ca 'S 0
<br /> 5760 5760
<br /> 4_ 3.-= S
<br /> 5740
<br /> 5740
<br /> 3'404 PON Gra s- e c ti n s for Ditch 1 Horizontal scale 1" `
<br /> Vertical Scale 1"=1010
<br /> ENGINEERS CERTIFICATION
<br /> 5720 N2PO4o 5720 5684 E 6734 G /, Thomas C. Peterson, hereby certify that this
<br /> 5682 5732 �, map has been reviewed by me and is true
<br /> El and correct to the best of my knowledge and
<br /> 5680 5730 G E information, relying on information supplied
<br /> 0+00 0+05 0+10 0+15 0+20 0+25 5728 by experts employed by New Horizons Mine and
<br /> 0+00 0+05 0+10 0+15 0+20 0+25 that I am a Professional Engineer licensed in Colorado
<br /> 5700 5700 as required by the provisions of C.R.S. 12-25-101
<br /> through C.R.S. 12-25-119. 1N WITNESS WHEREOF
<br /> 8 5742 H I have hereunder set my hand and affixed my seal.
<br /> 5694 F
<br /> 5740
<br /> ° �_,.. P 5738
<br /> Ditch C 1 � 5690 5736
<br /> Hi
<br /> 4 OV
<br /> 5680 5•g°�° 5680 0+00 0+05 0+10 0+15 0+20 0+00 0+05 0+10 0+15 0+20 0+25
<br /> �j A © •�N�••••
<br /> frN
<br /> 5660 5660
<br /> •� :"` 32,257 2
<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 i��,r`'•. �w„�`
<br /> Note:Channel Slopes have been determined by measuring elevation changes between each 100 foot station. � `� /O.•.•• X%t
<br /> TN MAS C P TE SON
<br /> P.E. %�2�257
<br /> JATF-
<br /> roPriles Cross-Sections IP Taillwater Ditch 1 Attachment 2.05.3(3)-34, Page 6
<br /> IP Tailwater Ditch 1 Postmining Drainage Analysis
<br /> 5760 746 5750
<br /> 00 5760 5 � P j5750 K 5750 L POI 1to 0o9 Area
<br /> 3.4/ 5744 5748 /i K
<br /> 5755 $.2% 5755 5742 5746 ;! 5748 5748 Ll
<br /> 5750 0.2% o
<br /> 3.2% 5750 0+00 0+05 0+10 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15 0+00 0+05 0+10 0+15
<br /> �_ SCALE: Scale As Shown
<br /> ONO la
<br /> 5745 1'8/O '"^�--41nch Dra.Pipe 5745 5752 M 5754
<br /> ORIGINAL DATE: 111412015
<br /> 5740 5740 5750 M
<br /> x 5752 N 5756, DWG. BY. ESI/TCP
<br /> ---� i Y � 0� 5760 p � APPROVED BY. 1=iCF
<br /> 5735 5735 5748 5750 5754 5758 PLU
<br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 0+00 0+05 0+10 0+00 0+05 0+10 0+00 0+05 0+10 0+00 0+05 0+10
<br /> /YORIZ® DWG NO.
<br /> Map 1
<br /> New Horizon Mine
<br /> IP Tailwater Ditch 2 Permit No,c-19$'-008 Attachment 2.05.3 '3)-30
<br /> Cross-Section IP Tailwater Ditch 2 P.0 Box 628,Nucla, CO.81424
<br /> 5745 5745 No. REVISION DATE By CHK
<br /> 5740 0.4% 1.3% 1'7% 5740 Horizontal Scale 1"=100' 5744 Qt
<br /> 5735 5735 Vertical Scale 1"=20' 5742 � Horizontal Scale 7"=10' TR- New Map 119116 TCP FKF
<br /> 5740 70
<br /> 0+00 1+00 2+00 3+00 5?3$
<br /> �`�.�_ _ Vertical Scale 1"=10'
<br /> 0+00 0+05 0+10 0+15 0+20 0+25 TR-70
<br /> Note: Channel Slopes have been determined by measuring elevation changes between each 100 foot station. Approved 5/3/16
<br /> FILENAME: Map 1 Pond 009 Map 2.05.3.dwg
<br />
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