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2015-09-03_PERMIT FILE - C2010089A
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2015-09-03_PERMIT FILE - C2010089A
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Entry Properties
Last modified
9/10/2020 9:25:04 PM
Creation date
9/8/2015 2:26:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2010089A
IBM Index Class Name
Permit File
Doc Date
9/3/2015
Doc Name
Haul Road Alignment and Details
Section_Exhibit Name
Map 2.05.3(3)-3
Media Type
M
Archive
Yes
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-- -- <br /> / I <br /> h. \ <br /> D.Chlles 23 , , 2� � D <br /> _ K.Bortles <br /> — \ , <br /> - , <br /> I' <br /> 7 West End <br /> School Dist. <br /> J <br /> EMIT B AR Via, ° ` R. <br /> - <br /> c-s s, I P. Tucke r <br /> Pond NHN;-003 <br /> / � � <br /> , 1 S —Glasier <br /> If <br /> . �� C-Wl C <br /> -� - - <br /> o � a — <br /> - <br /> Ri r <br /> -- 1 P ' <br /> Borcher� t <br /> IR <br /> Culvert <br /> l <br /> JJ . . <br /> C <br /> �C - � _ Slope vanes ` <br /> C-9 — / 3H.1V to5H:IV <br /> \ PropertyBoundary', 0 1 <br /> d <br /> ar <br /> Ditch I <br /> �Tm <br /> J <br /> 1.5:1 TO 101 Side Slopes <br /> ' vY 2 / Typical Plan View of Culvert Installation <br /> .Carver <br /> Natural Ground Slope varies from 3H:1 V to SH:I V <br /> d NHN-002 y 1 1 <br /> �j _ — Culvert <br /> S—Wl' //C� Width Varies table below) f H i \ .J �.. , \ ' s(See ow) P vanes from 3H.1 V to 5 .1 V <br /> �.J 4"Gravel <br /> -- " .C-WFC <br /> � Slope <br /> Compacted Fill NaturalGround <br /> C-3 �` A / \ < / ��� sv so _ 1 ip Rap Typically P-2'in thickness <br /> ip Rap <br /> \ Property Bo a Typical Cross Section of Culvert Installation <br /> _ I <br /> _ I_ 2nd Park Lat ral <br /> J <br /> Irrigation Drtc <br /> \ \ / Width Varies See table below <br /> Slope varies from 3H:1 V to SH:1 V � 4"Gravel <br /> Slope varies from 3H:1 V to 5H:1 V <br /> AA _ <br /> f l <br /> / 32111 5 <br /> Original roan <br /> Compacted Fill g <br /> —' -- / <br /> � � Typically 1'-2'in thickness <br /> z <br /> S-Gary I <br /> Haul Road Typical Fill Sections <br /> ,Nygre <br /> C-WF � I n <br /> 1 <br /> t — Width Varies(See table below) <br /> \ — \ <br /> Slope varies from 3` V to SH:1 V ��-—_— � 4"Gravel <br /> Slope varies from 3H:1 V to 5H:1 V <br /> _d�ginal Ground <br /> p �� �-- ' �. _ _� � /� Haul Road Typical Cuffill Sections <br /> 39 <br /> \ <br /> 2nd Park Lateral <br /> y � <br /> —� <br /> Irrigation Ditch <br /> Ewa <br /> - \� - - <br /> - - ROAD <br /> I - <br /> j ' MIN. WIDTH MAX WIDTH AVG WIDTH <br /> O <br /> WEST HAUL RD 30' 50' 40' <br /> y ' �,� - C-1 I , <br /> r� <br /> , Coal �`aul Acc ° s <br /> EAST HAUL RD 30' 50' 40' <br /> NORTHWEST HAUL RD 30' 50' 40' <br /> TS- 1 <br /> Montrose Cour <br /> 750 <br /> N /-- erburden <br /> ii <br /> He <br /> Legend <br /> 1 <br /> Limit of Disturbance <br /> Facilities <br /> . - Property Boundary <br /> Pond NHN-001 Area — <br /> 26 - - �, �Z- - - -_- - - - NHN Permit Boundary <br /> �_ Proposed Culvert Locations <br /> - p <br /> -- - _ <br /> C 13 / <br /> -- ------ --- <br /> -— -- -- - _ Mining Blocks <br /> fProposed Channel Location <br /> ATF <br /> ENGINEERS CERTIFICATION <br /> East Road I, Jason S. Storey,hereby certify that this <br /> 5800 map has been reviewed by me and is true <br /> 5800 and correct to the best of my knowledge and <br /> 5780 VrV <br /> information, relying on information supplied <br /> y4 0 5780 by experts employed by New Horizon Mine <br /> N w„ or qualified consultants working for New <br /> for New Horizon Mine,and that I am a <br /> 5760 Me flan h. <br /> 5760 W E Professional Engineer licensed in Colorado as <br /> required by the provisions of C.R.S. <br /> 12-25-101 through C.R.S. 12-25-119. IN <br /> WITNESS WHEREOF, I have hereunder set <br /> 5740 <br /> 5740 my hand and affixed my seal. <br /> i <br /> 5720 <br /> 5720 GaPno u�Fy <br /> Q�i^ CJ. • FQ <br /> 9T%r= <br /> 5700 1_03F 5700 <br /> 48092 <br /> -- —— s68o a8/47/uIS— <br /> 5680 200' 0 200' 400 �'o ••' ti <br /> 0+00 5+ 0 10+00 1 +00 20+0 25+00 0+00 35+00 40400 45+00 50+00 55+00 60+00 65 00 70+00 SSfONAL <br /> F ^„ Y aG Y 4� P� ••'.0 <br /> <w aw y a> xW Fw <w w y' w NW Fw N N CONTOUR INTERVAL 5 FT. <br /> 1-d- <br /> AERIAL TOPOGRAPHY <br /> da as dd a dd �s ad � >a Northwest Road <br /> as s� ad ss 66 ss >g ss a s,s <br /> zoa Dove - i- zoo Dove - - mo.00vc - a- zoo.onve - a 3W Dove -�a a- zoo wve a-mo.NW -� a sN NW - a a-zao.00vc Mjryj:9( @Cf <br /> D4.R6SD 29154RD 1000 OOSD 33345SD 329.R9SD JS3.J65D <br /> .atery°f'an <br /> 5760 5760 HAUL ROAD ALIGNMENT <br /> s7400 r 5740 0. AND DETAILS <br /> West Road �� -�-' <br /> 0 <br /> 5760 5760 Existing Grade 5720 " 5720 SCALE: 1" = 200' <br /> DATE: 0812012010 <br /> Ah DRWG.s74o 5740 - — Proposed Grade 5700 R }- ! 5700 APPRO�DBY. FJ. STOREY <br /> w� m� 572o Proposed Culvert M.n.Dlaw �` ��\ DRWG NO. <br /> 5720 04, M, 5680 5680 oRizo <br /> New M Map O3 <br /> ew Horizon Mine a 2 05 3 3 Permit No.C-2010-089 • . <br /> b� <br /> 5700 \�- D.D,%- - %-_ � 5700 5660 5660 P.O Box 628,Nucla, co.81424 <br /> 5680 5680 5640 5640 No. REVISION DATE BY CHK <br /> 0+00 5 00 10+ 0 15+00 20+00 25 0 30+ 0 3 +00 40+00 45+00 0+00 +00 10+ 15+ 0 2 +00 <br /> MR- UPDATED MINING BLOCKS 8125115 WFA TT <br /> 15 <br /> e w wy iW <br /> � > s <br /> _ Horiz.Scale: 1 "=400' g <br /> a> <> ¢w aw <> ¢w ¢w r aw <u>i �� ¢u>i <u>i Fd <>a> Fa a�w h hw Fa, Fw Fw Fw ¢w hd rw hw »d r a<" a M1w aw aw <br /> ,'" 'F" ,'-„' d'w ,".,'w .".,'w��.,'w d ,., d > ..,d d d I'„d d <br /> " w a o-o- o-o- <br /> ^> c, SS uS5` c: 55 v. o0 55 o as ' > n� o a �wu wa <br /> a > as 5 >> as 55 > as 5 >aa 5 66 as a5 as as 5S a� S'S >a >,>, >,>, � = oaaov ooaov - - oo_oov o.00 <br /> �s Vertical Scale: 1 " 40' > as > " S= s� " 55 $� <br /> o- o-a o- o-o-o- a o- a>.o. > <br /> —Oaoov— —oo,v— - 2N.00vc- —OO.OUV —�o9V ISO.O.VC ISo.00VC 200,MVC ---3COAW 21p_WVC1 21p.�OVC - W.gly z C 2 C 2 C— UQOOV a.IS VC <br />
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