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Lincoln Street Haul Road <br /> 5740 <br /> 5720 ° <br /> 5700 —0.7-3X <br /> 5680 <br /> 5660 <br /> o e- Oe- O Oi- CDr- Or- Oe CD O O CD O O O O O O O <br /> 5640 O O O CD O O CI- O O CD <- p a N �- to � O N -I- CD O N �1• cp �t cp M O N e• O co O N �t <br /> O O O O O0 � � � � � � � O N cp � O cp co � C� N O N It fo Co O N 1- c0 oo cp M � � � � FI . + . + . + { f . . + + ♦ . . { . . I <br /> O N "It cflo � � p � CNI C\j c - �t t �t u7 � LO Ln u7 O (0 (0. . + . . + . . + . + - - 0) O <br /> O © O O O NNNN N M M M co M C Ct d CI u7 u7 � � 7 O (0 C (0 CD W � M <br /> r- �- r•- � r- �-. e- �- r- e- <br /> Scale: 1° = 100' Plan View of Road Alignment Le end <br /> Road Width Varies(Avg.Width 30') venue fuel Are Aouse <br /> ange Permit Boundary Mine Road <br /> �.. <br /> Slope varies from 3H:1V to 5H:1V Min.4"Gravel Slope varies from 3H:1V to 5HAV <br /> ® Shipping Office o0000000 <br /> /Container ering .0-0-020 Public Roads C� Buildings <br /> , I , , 9 . . 1. ��i 0 o Training <br /> rainin �"'� o 0 0 <br /> C1 79 Original Grounc LffBuilding <br /> Compacted Fill <br /> Culverts <br /> Typically 1'-2'in thickness O 0 `•�`'`ering Ditches �� <br /> O <br /> Typical Road Cross Section \Shop p ENGINEER'S CERTIFICATION <br /> hip has been <br /> }gyp iosea I, Jason S. Storey, hereby certify that this map <br /> Coal Storage Was War Cont i,^; y y <br /> N:, reviewed b me and is true and correct to the best of m <br /> Bay w Warehouse <br /> knowledge and information, relying on information <br /> a Area r'gi � supplied by experts employed by New Horizon Mine and <br /> Trailer that!am a Professional Engineer licensed in Colorado as <br /> required by the provisions of C.R.S. 12-25-101 through <br /> C.R.S. 12-25-119. IN WITNESS WHEREOF I have <br /> :.::. <br /> .�.. <br /> hereunder set my hand and affixed my seal. <br /> :D16+00 <br /> Y <br /> Riprap 'Q 0 U <br /> ao�\ t — ��4®®•S•s o s15+cue® <br /> • <br /> -_...-- RECEIV E <br /> Culvert o �!-$09Z o <br /> ,.. ... .: 14 1 �01� <br /> :. .:..,...... ' i: +ol� JAB Q -off % .•��, <br /> Slope varies � <br /> 3H:1V to 5H:1V Slope varies <br /> r ,...., 3HAV to 5HAV ` �3+ DIVISION OF RECtAMATI QNaL� <br /> 00 _ MINING AND SAFETY <br /> • �r• `, � ~~�� f .,� ��� JAS N S. STOREY <br /> ti ry. ... 12+0 P. o. 48092 <br /> ZA <br /> 1 DATE <br /> t:.~ oo Lincoln Street .� , <br /> ,> 200 0 200 400 <br /> Haul Road °' <br /> Ditch w/1.5:1 to 10:1 Side Slopes <br /> Y. "` <br /> Mine Roads <br /> SCALTypical Plan View of Culvert Installation C 176 — ORIGINAL ��°Wn <br /> yp � � ORlGlNAL DATE:71 8/�16 <br /> 9 �r <br /> � .,.. DWG.BY: Tony <br /> ����/ rs,`U, APPROVED BY:Frank <br /> *T <br /> Slope varies from 3H:1V to 5H:1V Q j� �61O" <br /> $ko New Horizon Mine DWG No. <br /> Culvert <br /> Road Width Varies(Avg.Width 30') Min.4"Gravel Slope varies from 3H:1V to 5H:1V Permit NO. C-1981-008 Map 2.05.3(3)-8 <br /> / 75 P. Box 628,Nucia,CO.81424 <br /> 0Q) 'r NO. REVISION DATE BY <br /> Natural Ground "'' Q> TR 73 Revised to only show roads that have not received 7128116 TSGT/JSS <br /> Compacted Fill Natural Grounc C \ - O Phase 111 bond release <br /> Typically l'-2'in thickness a <br /> \ <br /> Zip Rap ip Rap � � S+ TR-73 Added typical cross section and culvert note 8/10/16 TSGT/JSS <br /> + Add coal storage area and Lincoln St.Haul Road, 8/22/17 TSGT/JSS <br /> �/ �7' �' To o:Post Mining TR 81 remove 5th Street Light Use Road <br /> Typical Cross Section of Culvert Installation r�� M + + <br /> Revised permit boundary to remove Phase It/ <br /> N +�� • Q Contour Interval:Jr ft. TR-85 bond release area,update with current PMT 7/9/19 <br /> Not to Scale <br /> Note: Refer to Attachment 2.05.3 3 -1 for culvert and ditch designs TSGT/JSS <br /> ::.:• <br />