2016-09-29_PERMIT FILE - C1996083A (5)

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I � ti it / I .I ,i --- . r ) , it 40 1 . - _ , i - a I 9 _y t r r s ► 11 �a I : a _ I f . 1 � F R{ 40P ♦♦ • r� 1 1 .� _ o _ If 16 rR ■ f Depth w/0.3' Freeboard 3 0101r rr ( �`�� 1 - _ f O �1 ♦ DITCH CROSS SECTION U - U' / > f ♦� Depth w 1.0' Freeboard � ottom Width � M t � DITCH CROSS SECTION L, , N, Nl, 0, P, 0, R, S, V, }. ° ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 1. h 1v Depth w/0.3' Freeboard \''--�---�1 Depth w/1. ' Freeboard 5, ♦ t 'L � s9 `• ° 1. h•7 v Df TCH CROSS SECTION Nl, T rr (TERR�dCPEaDB7C�HMDESIGN DETAILS Bottom Width ♦♦ DITCH CROSS SECTION S, W, X ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM ©so r DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP TERRACE 2% 0.5' 0' ONE � G©8 PILE #2 BENCH DITCH DESIGN DETAILS DESIGN DESIGN DEPTH D50 DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP it BENCH 1.5 To 3.5% 0.70 To 0.75' NONE Depth w/0. ' Freeboard 1. h•lv .75' DESIGN DITCH DETAILS OPERATIONS - ottom Width 3h lv DESIGN DESIGN DEPTH BOTTOM D50 DITCH DESIGN LOCATION 5' DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION TERRACE DITCH CROSS SECTION ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 GOB PILE#2 BENCH CROSS SECTION L - L' 35% 1.1' 4.0' 18" * VOLUME III ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 a M -M' 50% 1.0' 4.0' 12" * VOLUME 111 (� N - N' 2-30% 0.7-1.2' 3.0-15.0' 0-24' E. DIVERSION VOLUME IX Q NI - Nil 2.0% 1.3' - - W. DIVERSION #2 VOLUME IX 0 - O' 2-30% 1.1'-1.7' - 18" D-FI4 VOLUME 1X p _ P, 2% 1.4' 3.0' 12' D-F7 VOLUME IX ♦ ♦ Q - t�' lI% 1.2' 12" D-J9 VOLUME x1 GOB PILE #3 BENCH DITCH DESIGN DETAILS ♦♦ O '� R - R' 8% l.3' 3.0' 12" D-J!1 VOLUME XI DESIGN DESIGN DEPTH D5o 4 p DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP ♦ p S - S' 6% 2.0' 3.0' - D-J3 VOLUME X► BENCH 2% 0.75' ONE W. DIVERSION #1 VOLUME i xv Z IV 17 77) ♦ - O% L8'-1.9' - 12 To t8" 010 8 Dit VOLUME 1X U U 203 . a U2 - U2' 20-50% 0.9' - 6" D-D3 VOLUME 111 R V - V 10% 1.4 ' - 12" D-F16 VOLUME 1X 2.5h : iv 5 SEP 12 20 aW- IN, 0.7% 1.5' 3.0' D-J8 VOLUME XI GOB PILE #3 BENCH CROSS SECTION p(1iIS(pN 01=REClAPrww V�d X -X' 1.0% 1.6' 3.0' - D-JIO VOLUME XI MINNGAND SAFETY * DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH /S PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL. TR409 9l2912016 Approved PREPARED FOR: PROJECT: BOWIE NO. 2 MINE _ West T.K.B. 09/08/1fi �Q�ES: - 'S CERTIFICATION N 34 TR 109 Expand Pond J to the ,�Ay LEGFND.- x�'A is drawin was done �► D BONE RESOURCES, LLC TITLE: l revise disc boundar near B-Bench T.K.B. 12/03/15 / her :• t •• 9 33 TR 105, Adq. # , Y GOB PILE BENCH DITCH 1. SEE MAP NO. 19 FOR PQSTMINING CROSS SECTIONS. W E CIO)z - Gob 3 east expansion T.K.B. D9/15/15 �� PERMIT BOUNDARY Shrub Clump Outline 2. REFUSE PILE ROADS WILL BE BLENDED IN WITH by ��,�� ct supervision and � BOWIE N4. 2 MINE GTOPOGRAPHY 0 32 TR 105 # P �Rf RRr R��•R.�� DISTURBED AREA BOUNDARY P th ��'�of the I rm tion presented on P.0. B0� 483 S P0STMININ 31 TR-98 Adequacy response #1 T.K.B. 04/22/15 ADJACENT SLOPES. T.K.B. 01122115 FENCE th a�-$wwjq,iF2t&� d correct to the O IE E O[JRCES, L11C PAONIA, COLORADO 81428 w 30 TR-98 Gob Pile #2 footprint increase, hydrology revision POWERLINE/TELEPHONE T.K•B. 22 14 b t © my know: and beilef. I ONE INCH 29 TR-91 Adequacy Response2, Incidental Perm. Bound. Rev. / / CULVERT----------- BY DATE _____ ,a .� Q PREPARED BY: J. E. STOVER & ASSOCIATES ORMS I.D. No. DWG. NAM No. DESCRIPTION: ----- LIGHT USE ROAD 'p •'•. c?� 1' -- -- 2352 N. 7th Street, Unit B DESIGNED BY: C - 1995 - 083 _ ___------- •• MAP NO 18 Grsnd Jct., CO 81501 R EFERENCES TERRACE DITCH Tamme Slr �� ishop Date T �-� - -- DRAWN 8Y: Z.K.J. 01/28/96 SCALE: ' - 1 = 300 2 SEE MAP 19 FOR CROSS SECTIONS EXCEPT L - L 3 EXHIBIT 8 PAGE 190 - 196 Colorado 02 - CHECKED BY: BERM - - -- - - 1 VOLUME I, SECTION 2.05 4 2 c l