2017-05-12_PERMIT FILE - C2010089A (16)

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ROAD PROFILES r. NORTH HAUL ROAD 5780 5760 EDGE OF MINING BLOCK EDGE OF MINING BLOCK EDGE OF MINING BLOCK_ 5740 ROAD GRADE \ % PRE-MINE ROAD GRADE _— ----�--_—___5740 'r i, --� PRE-MINE 5720 � 2 o5k 7'� 5720 ` 5700 CULVERT C-8 i CULVERT C-8 6700 CULVERT C-11 �� . 5580 CULVERT C-7 5880 I 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 5740 WEST HAUL ROAD 5740 fROAD GRADE ' 5720_0.26% 1.76% 108% -� 5720 CULVERT C-1 -- -'_ '— 5700 ~ ~ PRE-MINE 5700 j 11 i 0+00 2+00 4+00 6+00 8+00 10+00 it I i i, SWS: C-8 SOUTH ACCESSS ROAD 5740 5740 5720 5720 0000, SWS. C—! I..J 7R 5700 PRE-MINE — ® Oh 5700 _ -.,-�,\0""C_—_ ROAD GRADE 5680 ~CULVERT C-13 CULVERT C-12 5680 C-8 0+00 2+00 4+00 6+00 8+00 9+60 -- HORIZONTAL SCALE: V' = 300' C-7 r VERTICAL SCALE: 1" = 60' I SWS: C-7A I G-6 / CN / i i � I o I C SWS, C-6 Riprap .. 1 �(" . Culvert I � / � I _. • Slopewaries . . . t;,`�,., ;�.`.... I ! 2H:1 V to 5H:1 V Slope varies i • •: ^ 2H:1V to 5HAV I Ditch w/ I2:1 TO 5:1 Side Slopes Natural Ground Slope varies from 2H:1V to 5H:1V Culvert Gravel, rock,or other Width Varies(See table below) sufficiently durable material. I SWS: C-11 I I �Slope varies from 2H:1Vto5H:1V I I I Typical Plan View of Culvert Installation Compacted Fill Original Ground ip Rap Typically 1'-2'in thickness 'Original Rap I I P Typical Cross Section of Culvert Installation v I I SWS: C-1 Width Varies(See table below) I q $ Gravel, rock,or other �ro m f s a Slope varies from 2H:1V to 5H:1V sufficiently durable material. s Slope varies from 2H:1 V to 5H:1 V I C 11 Compacted Fill Original Ground Typically 1'-2'in thickness I C-1 Haul Road Typical Fill Sections Width Varies(See table below) I — Gravel,rock or other / sufficiently k(urable material. Slope varies from 2H:1V to 5H:1V --- SWS: C-13 � - _ _ Slope varies from 2H:1V to 5H:1V Compacted t _2�ng inal Ground I SWS: 13-12' Haul Road Typical Cut/Fill Sections I I C-12 Li�jpK ' 'I a6on, vwis In Reclam I Mmn9&Safety I POND 001 / I - ROAD NAME MIN. WIDTH MAX WIDTH WEST HAUL RD 30' 100' NORTH HAUL RD 30' 100' I SOUTH ACCESS RD 20' 60' CULVERT TABLE LEGEND HAUL ROAD ALIGNMENT CULVERT PEAK CULVERT CULVERT MINIMUM PIPE PERMIT BOUNDARY - — -- — - WEST HAUL ROAD CENTERLINE AND DETAILS CULVERT # SWS AREA DISCHARGE LENGTH SLOPE DIAMETER N C-1 13.3 ACRES 8.80 CFS 40 FEET 2.5% 1 - 18 INCH - ' - — ' — - DISTURBANCE BOUNDARY NORTH HAUL ROAD CENTERLINE C-6 28.8 ACRES 20.48 CFS 130 FEET 2.0% 1 - 24 INCH ENGINEER'S CERTIFICATION SCALE: I" = 200' QPpDfl LIr,.. I, Jason S. Storey, hereby certify that this map has been DATE: 0812012010 C-7 130.4 ACRES 21 .37 CFS 200 FEET 2.5% 1 - 36 INCH POST-MINE CONTOURS SOUTH ACCESS ROAD CENTERLINE o;.• s soo .. reviewed by me and is true and correct to the best of my 4 DRWG. BY. TSGT C-8 27.7 ACRES 18.71 CFS 120 FEET 3.5% 1 - 24 INCH :Q "` '" APPROVED BY. J. STOREY ;•g0� O� knowledge and information, relying on information POND COLLECTION DITCHES 0 MINING BLOCKS W E 48092 $' thatsup�Ited amba Professionerts aoyed l Engineer Enginee liicensed in Colo and � C' DRWG NO. C-11 20.4 ACRES 14.12 CFS 120 FEET 2.0% 1 - 241NCH = •� as required by the provisions of C.R.S. 12-25-101 IOPiZO\' o � ,°,°°,,,°•°fa r through C.R.S. 12-25-119, IN WITNESS WHEREOF I have C-12 1 .5 ACRES 1 .39 CFS 40 FEET 1 .0 % 1 - 12 INCH >--< CULVERTS TEMPORARY HAUL ROAD CROSSING ` �` t t;. ; ''� hereunder set my hand and affnkedmyseal. New Horizon Mine Map 2 05 3(3)-3 Permit No. C-2010AM C-13 32.0 ACRES 23.25 CFS 40 FEET 2.0% 1 - 36 INCH A0 Box 628,Nucta,CO.81424 SON S. O ® -- -- — -- -- CULVERT SUB-WATERSHEDS EDGE OF ROADS S P.E.z° No. REVISION DATE BY CHK DA E I m DELINEATED WETLANDS 200' 0 200' 400' PR-01 UPDATED HAUL ROAD CONFIGURATION 04112116 TSGT TT TR-15 UPDATED PMT, ROAD PROFILES, AND 02106117 TSGT TT CULVERT SUB-WATERSHEDS CONTOUR INTERVAL 10 FT. POST MINE TOPOGRAPHY Ta-15 Approved - 5/12/2017