2019-05-07_PERMIT FILE - C1996083 (16)

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/r !T r, l i T a 3 , y 1 I i t 0 lo, ON- oo ^ _ fl i - � l` • �r -k � i • � ! / l l / e/ --� 6 CO a =al :> o 1. ' S9 MR DIMENSIONS ME GREENROOM! IN DIMENSIONS MR ME MM 1 i f • W P _ f 6 40 C= / NEW I 1. /,e • D rr rr ...... �...r.... 16 Il vv I II �c 011 35 6 / f / - - Depth w/0.3' Freeboard 4P# ' DITCH CROSS SECTION U - U' .g ♦ \\ 1 v RipRap Depth w/1. Freeboard V i 1. h: -- 1 ♦ o �� attain Width ° ` DITCH CROSS SECTION L, M, N, NI, 0, P, 0, R, S, V, w ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 1. h•1 v Depth w/0.3' Depth w/1. ' F Freeboard reeboard 0 51 te DITCH CROSS SECTION Nl, T 1 • • ottom Width TERRACE DITCH DESIGN DETAILS (FOOTPRINT OF PORTAL B EXCESS MATERIAL STORAGE AREA) DITCH CROSS SECTIONS, W, X �� ■y ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM D50 DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP / L TERRACE 2% 0.5' 0' NONE GOB PILE #2 BENCH DITCH DESIGN DETAILS D DESIGN DESIGN DEPTH 50 DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP i BENCH 1.5 To 3.5% 0.70 TO 0.75' NONE Depth w/0. ' Freeboard 1. h:1 v .75` DESIGN DITCH DETAILS OPERATIONS DESIGN DESIGN DEPTH BOTTOM D50 DITCH DESIGN ttom Width 3h 1 1v DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION LOCATION TERRACE DITCH CROSS SECTION 5 A • +� L - L' 35% Ll' 4.0' I8" * VOLUME Ill ALL OTHER CROSS SECTIONS SHOWN ON MAP /9 GOB PILE #2 BENCH CROSS SECTION 8 ♦ M - M' 50% l.0' 4.0' 12' VOLUME 111 ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 O N - N' 2-30% 0.7-1.2' 3.0-15.0' 0-24m E. DIVERSION VOLUME IX iCEIV NI - NP 2.0% 1.3' - - W. DIVERSION #2 VOLUME IX 0 - 0' 2-30% 1.P-1.7' - 18" D-F14 VOLUME IX ' P - P' 2% 1.4' 3.0' 12" D-F7 VOLUME IX FEB 13 201 o " Q - Q' % I.2' - 12 D-J9 VOLUME XI GOB PILE #3 BENCH DITCH DESIGN DETAILS ll C 3 R - R' 8% 1.3' 3.0' 12" D-JII VOLUME X/ DESIGN DESIGN DEPTH D50 r- C TI�$4 • ♦ DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP Q14�49 p, pSAFM S - S' .6% 2.0' 3.0' - D-J3 VOLUME XI � � BENCH 2% 0.75' NONE T - T' 3.5% 1.1' - - W. DIVERSION #I VOLUME IX U - U' 20-30% 1.8'-1.9' - 12 To 18" D/0 & Dll VOLUME IX ,75` *� U2 - U2' 20-50% 0.9' - 6" D-D3 VOLUME 111 ■ V - V' 10% 1.4' - 12" D-F16 VOLUME IX 2.5h i 1v it W - W' 1.0% 1.31 3.0' - D-J20 VOLUME XI GOB PILE #3 BENCH CROSS SECTION X - X' 1.0% 1.3' 3.0' - D-JIO VOLUME XI TR-118 * DITCH DOES NOT CORRESPOND To OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL. Approved 5/7/19 j/7 34 TR-118 Reduce size of gob pile #3 T.K.B. 02/05/19 ERS CERTIFICATION PREPARED FOR: PROJECT: BOWIE NO. 2 MINE � 33 TR-105, Adq. #1, revise dist boundary near 8-Bench T.K.B. 12/03/15 LEGEND.- NO TES.' NrEt C� � this dr BOWIE RESOURCES, LLC TITLE: 32 TR-105 Gob #3 east expansion T.K.B. 09115115 �� PERMIT BOUNDARY GOB PILE BENCH DITCH 1. SEE MAP NO. 19 FOR POS TM/N/NG CROSS SECTIONS. / h s t / a wing was done D v� 31 TR-98 Adequacy response #1 T.K.B. 04122115 ■ "� DISTURBED AREA BOUNDARY �` Shrub Clump Outline 2. REFUSE PILE ROADS WILL BE BLENDED /N W/TH b .• E• ',.. irect supervision and D BOWIE NO. 2 MINE W E 3D - * * x N * ADJACENT SLOPES. b .�l of thpnafo atlon presented on P.O. BOX 488 TR 98 Gob Pile 2 footprint t increase, FENCE • s P O S T M I N I N G TOPOGRAPHY p hydrology revision T.K.B. O1/22/15 hiss ZragIg' • rue." nd correct to the ESO-CIE RESOURCES, LLC PAONIA, COLORADO 8142$ 0 0 POWERLINE TELEPHONE 29 TR-91 Adequacy Response #2, Incidental Perm. Bound Rev. T.K.B. 10122/14 ____ ester e h and belief. ONE INCH No. DESCRIPT/ON: BY DA TE _____ CUL I� -o`: �.ci,� PREPARED BY: ,�, E- clATE5 I DRMS I.D. No. DWG. NAME: ----- ____= LIGHT USE ROAD v� �' G - -, 2352 N. 7th Street, Unit B DESIGNED BY: C - 1996 - 083 REFERENCES TERRACE DITCH Tam '1�f�•• Bishop Date - Grand sit., CO 81501 2 SEE MAP 19 FOR CROSS SECTIONS EXCEPT L - L' 3 EXH/BI T 8 PAGE 190 - 196 - =- - DRAWN BY. L.K.✓. 01128196 SCALE: - MAP N 0. 18 BERM Col ora A� 02 r.�- tee.- ��- 1 - 300 1 VOLUME 1, SECTION 2.05.4 2 c CHECKED BY: