2015-04-30_PERMIT FILE - C1981008A (3)

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®v `d +ILF WESTERN FUELS — COLORADO ••°° S A LIMITED LIABILITY COMPANY �;� ST°,�•� Zm��z NEW HORIZON MINE a tiORli& P,0 Box 628, NUCLA, 00, 81424 • 48092 s 9 v MAP 2.05.3(3)-8A oFFSS�ONAItiN�\� BB Road - West of 2700 Road Reconstruction CONT. INTERVAL 5' OWG. DATE: 03/25/06 REY. N0. 2 CONT. DATE: REV. DATE: 2/13/15 DRAWN BY: DWG. NO.: BB Road West of 2700 Road GQ4 Map 2.05.3(3)-BA rev 2-13-2015.dwg Reconstruction Road Profile 5725 5725 I 66� 5710 5710 5690 4,08° it -- - 5690 3 $%5670 5670 3.1 ...•-� ✓ 5650 5650 `<:✓� �- 3.7 °14 FE819 p1�' 5630 _ _ 5630 —T !T !T1 I +,—.+ Dti' 1 Legend 0.07/ 2 84° 1 19%a 5610 5610 I 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 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 ---= INDEX CONTOUR (PRE—MINE) INTER CONTOUR (PRE— MINE) RECLAMATION CONTOUR AS OF 2007 PROJECTED RECLAIMED PERMIT Boundary — — — — _ Watershed Areas for County Culverts Hz. Scale: 1 "=200' Note: All culverts located within Montrose County Road R . O. W. ' s Vert. Scale: 1 "=40' are owned and maintained by Montrose County. Plan View of Road Alignment SSs o s a Pond 565 015 f 24 inch CMP + ,•F --\ 5570\ requested by county \7 N _Olii 24 in h C P �•— M Typical ue5 to replace existing reque ted by c unt o Road Cross Sections 6696 18 inch CMP " N \ 00 -h --� 5 18" Primary Discharge CMP O O+ 0 0 + \O N (`j i ; i BB Road Template ' C O W �� i ` t Scenario Where Existing O .extended allow 26' road 0 Q + N y�I 'l <� Road Needs Widened X k .�I\� 2 1 width. Flume replaced wit s — -_ -- O + 00 13 13 electronic flow meter. — — — - + 3- electronic C L 5620 //a i 3+ 5. 7 P1 - - - _ _ _ _ _ _ -_.-_-�. - L u ..` 15: — - - - - 1 3' 3" 3/4inch dirty gravel 3" class 6 gravel CULVERT 129 6 18" subgrade fill 18" CMP UNDER UILT \ Part of the original BB road still exists on the west �"D BB ROAD FROM DIT C-24 CULVERT 1 's end of the mine permit. This section of road will have the shoulders dud tout andiden the gadle will ad to the 4-18" CMP's UNDER REBUILT required 26 foot width, 9 5630 /� L o� O / / _ \ BB RCAD FROM DITCH C-12\ / I \ \ I This area is approximately from stations 0+00 to 5635 e J�(/, \ 1�, CMP To Remain , 5+00. / I 7 49 PI \ Farm A cess Road Y re Sub- 5 / T t `�• \ tation 6+21 Culvert \ 1 BB Road Template 640 I ` \ S Base rlFill Wse Needed 5630 \\\ SWS #1 56.9 Acres i \ � I CULVERTS RECENTLY` IDENTIFIED 13' 13' 6g I 2-12' HOPE PLASTIC UNDER 3 I_ \ \ CL FIELD ACCESS FROM 27.00 ROAD p f 4% 4°/D 4 '; 3'1 3" 3/4inch dirty gravel I i 3" class 6 gravel --- —_ various depth subgrade fill -,CULVERT IDENTIFIED\ Several areas of the existing road will need to have ' \ / 1�36" CMP DJRECTIN FLOW, fill of varying depths to achieve a sub grade which can then have the final 6 inches of ravel laced. 56SS / h6k� I Station 0+75 Culvert \♦ / ! �' �` g p / I S69 Generally, these areas are between stations 7+00 SWS #2 - 53.4 c es \ // o S and 20+00 and between 23+00 and 30+00. 5660 BB Road Template Scenario Where Only / Final Gravel is Needed O / 666s �� 5655 IY� ♦\ / mo 13' 13' 3 4 / I / / F 4% 4% Station 0+75 Culvert 5660 3" 3/4inch dirty gravel SWS #1 - 51 .4 Acres / 1 00, / 3" class 6 gravel 5665 I 5690 ; j / The final surface on the road to be re-built will be 3 inches of class six 1'0 I ' / gravel topped by 3 inches of 3/4 inch dirty gravel. In areas where the / CULVERT 1 1.6 existing road base is 6 inches or less below grade,or where the existing _ — — „ road will be cut to achieve grade, only the class six and 3/4 inch gravel — — _ _ ._ _ — — — _ — _ — — — — — 48 HALF I POND will be needed as shown in the above template. I — — — - — — — — — FR01y1 DITCHH C-11 1\ Generally, these areas are between stations 20+00 and 22+00 and Ss , ` 5670 I eS \ \ between 31+00 and 36+00. � I 56,90 12" CMP 0 UNDER ROAD \ C / (COUNTY STRUCTURE) ,. 56 O 5665 6 \ 5670 5 Ibb I _ / s _ _ 11k'o 1 / G(5 5660 16 i S 5680 ssso 56SS ' S670 , I? S6'3S sss S c % h��o S�0 5670 5670 ✓ 0' 200' 400' 606' f 5645 i 1630 I0 5620 5635 1 \..�