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/ II /ice <br />A, <br />\\Q§s&\ <br />q <br />- <br />■ <br />1 <br />: <br />_ <br />@-PILE <br />i <br />i s <br />I � / <br />i <br />f � <br />■ I <br />, <br />a <br />N <br />i o <br />� / V <br />• _ ��� ♦'.. / '� .� /��_ - - _ -' ^�_ Depth w /0.3' Freeboard <br />h �\.� ♦ ®♦ DITCH CROSS SECTION U - U' <br />, Depth w /7.0' Freeboard <br />otiom Width <br />DITCH CROSS SECTION L, M, N, NI, 0, P, O, R, S, V, <br />% ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 1. h•1v <br />Depth w/0.3' <br />e - a <br />Depth w /1. Freeboard Freeboard <br />1 ♦ % 1. h•1v 5, <br />�./ �`• / DITCH CROSS SECTION N2, T <br />♦ ottom Width TERRACE DITCH DESIGN DETAILS <br />.� (FOOT%IIHT OF PORTAL B EXCESS MATERIAL SMACE AREA) <br />l,. DITCH CROSS SECTION S, W, X <br />■♦ ALL OTHER. CROSS SECTIONS SHOWN ON MAP 19 DESIGN DESIGN DEPTH BOTTOM Dso <br />DITCH SLOPE WITH 0.3' FREEBOARD WIDTH RIPRAP <br />• J) L TERRACE 2% 0.5' 0' ONE <br />r GOB PILE #2 BENCH DITCH DESIGN DETAILS <br />DESIGN DESIGN DEPTH Dso <br />/ DITCH SLOPE WITH 0.3' FREEBOARD RIPRAP <br />BENCH 1.5 To 3.5% 0.70 To 0.75' NONE <br />Depth w /0. Freeboard <br />zm•v <br />DE <br />C <br />D <br />DESIGN DITCH TAILS 75' <br />OPERATIONS <br />DESIGN DESIGN DEPTH BOTTOM D50 DITCH DESIGN ottom Width h i Iv <br />- DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP DESIGNATION LOCATION <br />/ TERRACE DITCH CROSS SECTION 5' <br />VOLUME 111 ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 GOB PILE #2 BENCH CROSS SECTION <br />L - L' 35% LI' 4.0' 18" <br />V3 • / - �� / M - M' 50% 1.0' 4.0' 12" * VOLUME 111 ALL OTHER CROSS SECTIONS SHOWN ON MAP 19 <br />p N - N' 5% 1.4' 2.0 12" E. DIVERSION VOLUME IX <br />N2 - I 3 1 <br />2' 4.0% 0.6' -0 - <br />N W. DIVERSION #2 VOLUME IX <br />w <br />0-01 2 -30% 1.2' -1.7' - 9" D -F14 VOLUME IX <br />P - P' 2% 1.0' 3.0' 15" D -F7 VOLUME IX GOB PILE #3 BENCH DITCH DESIGN DETAILS <br />i o ❑ 0-01 12.5% 1.2' 3.0' 12" D -J8 -2 VOLUME Xl DESIGN DESIGN DEPTH Dso <br />I - _ R - R' 12.5% 1.2' 3.0' 15" D -J9 -2 VOLUME XI D1TCH SLOPE WITH 0.3' FREEBOARD RIPRAP <br />.■d �� ♦ /���.. S - S' .55% 1.7' 3.0' D -J3 VOLUME XI BENCH 2% 0.75' NONE <br />/ - T - T' 3.5% 1.1' - - W. DIVERSION #1 VOLUME IX <br />•o, # q / U - U' 20 -30% 1.5' -1.9' - 12 To 18" F21 -1 8 2 VOLUME IX '75' <br />U2 - U2' 20 -50% 0.9' - 6' D -D3 VOLUME 111 3h Iv <br />5 <br />V - V' 10% - 18" D -F16 VOLUME IX <br />1.4' GOB PILE #3 BENCH CROSS SECTION <br />W - W' 0.5% 1.4' - - D -J8 -1 VOLUME XI <br />/ \ X - X' 0.5% 1.4' - - D -J9 -1 VOLUME XI <br />DITCH DOES NOT CORRESPOND TO OPERATIONAL DITCH. NEW DITCH IS PLATED WITH RIPRAP TO PROTECT NATURAL DRAINAGE CHANNEL. <br />i <br />24 TR -80 Design contours, topography and drainage update T.K.B. 07123113 <br />LEGEND: N 0 TE. PREPARED FOR: PROJECT: <br />N 23 TR -76, Adequacy Response #1, added sections U, V, W & X T.K.B. 12 -26 -12 E ! R'S CERTIFICATION N -)qqlo _ g3 BOWIE N0. 2 MINE REC <br />u) T.K.B. f0 -31 -12 � 0 PERMIT BOUNDARY GOB PILE BENCH DITCH SEE MAP NO. 19 FOR POSTMINING / her p i4 F this drawing was done D BOWIE RESOURCES, LLC TITLE: <br />0 22 TR -76, Gob Pile #2 Expansion Shrub Clump Outline CROSS SECTIONS. b r ect supervision and WE <br />ch) 21 TT-72, Gob Pile #2 Expansion T.K.B. 02 -02 -12 EXTENT OF PLANNED DISTURBANiCE P y f>''pt� @�• P °°�°O°° <br />> FENCE t K� �f the F* for tion resented on BOWIE N0. 2 MINE <br />W 20 TR -64, Gob Pile #4 As -built Slope revision T.K.B. 08 -06 -09 P D P.O. BOX 483 AUG ©� 2013 <br />It Qg�i wi �sj �Gi3e d correct t to the BOWIE RESOURCES, LLC PAONIA COLORADO 81428 S P 0 S T M I N I N G T 0 P 0 G R A R S�n <br />o e POWERLINE /TELEPHONE lY` of Re <br />No. DESCRIPTION Ile Revision T.K.B. 04 -09 -09 ----- - - - - -- CULVERT _ - b t notQc�q and belief. PREPARED BY: I %p Mmin of yt1on <br />BY DATE -- - - - - -- LIGHT USE ROAD b o: `✓ I ONE INCH TR $1 o z 9 a s <br />REFERENCES TERRACE DITCH p �a AovEth &meet, UniiTas DESIGNED BY: <br />2 SEE MAP 19 FOR CROSS SEC7/ONS EXCEPT L - L' 3 EXHIBIT 8 PAGE 190 - 196 9C e 13 - - DBMS I.D. No. DWG. NAME: <br />BERM Tam '• ishop Date <br />"rand Jet., Co Blcoc C - 1996 - 083 <br />1 VOLUME /, 9 FOR <br />2 SS SE c Colorado 2 -DRAWN BY L.K.J. 01/28/96 SCALE: MAP N0. 18 <br />CHECKED BY: 1 = 300 <br />