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SECTION A-A I <br /> SURFACE Gob Pile # 2 --------7—— — __ _____ - — - ---IROP4SED NEW TOP OF GOB 6320 <br /> 6320 / i— ---------7 6300 <br /> 6300 : <br /> --------7771-7 I I � _ _ - - __:--- � - <br /> 6280 <br /> 3°, <br /> 6280 <br /> -- -------j- 1 , " -- ,. 15' BEN H 6260 <br /> 626a '%mommolo ­ ­11 . 11 ;4':: !" __ I ______ _T — — '� 6240 <br /> --'MftMN'ftft'ft -1-- 1 .1, 11 <br /> � _____ - <br /> 6240 <br /> 11 <br /> 6220 <br /> EAS D ERSI N ITCH <br /> I.622a <br /> 6200 <br /> r <br /> 620a <br /> 6180 <br /> 6180 D, 6160 <br /> 6160 <br /> 3. ' 6140 <br /> 6140ftftft. Z------I _+_ — <br /> 6120 <br /> ITN GROUND <br /> 6120 <br /> °.,..," <br /> 6100 <br /> 6100 F _ <br /> 6080 <br /> 4 <br /> __ I F _�_ : — <br /> 6080 <br /> m_­7711,".__.--._. 1.I �:�� i__ - j 606a <br /> 6060 <br /> HAULROAD6040 <br /> 6040 <br /> LA ERA SU D NS '1 <br /> 6020 <br /> --- , S•I 6000 <br /> 6020 2' <br /> 7 -- - — —__——— c I ", I I <br /> 600a - 5980 <br /> 7 <br /> 5980 <br /> i <br /> 5960 <br /> L I ET____ I __ .1---..— I-- � .......I I I_- I I __ - .----- 0 0 0 0 0 0 0 0 0 0 <br /> 59601 ,......... I I I __ __ — __ . L- I 0 a 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N It 110 00 0 N 11_ D <br /> 0 O O 0 o O O O o 0 o o 0 o 0 0 o 0 O ca o 0 0 0 0 O 0 0 0 C) o Ca <br /> 0 N w as ® N w o N �r to a� o N to as o N �r a� o N d u oo n N a k0 0 o N sr to c�a a N d• to co o Nr w «� <br /> + + + + + + + + + + + + + + + + + + + + + + + + + + <br /> O O C� O C} ,-j ,-+ rd rl rJ N N N N N M rM7 c�7 M M b" It d' f1' ef` td`1 L+f� to N Lt7 tp to l0 4A Co h, In. 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Y-a � .-i ,-i ,-t .-1 .-i ,-j ,_•J rJ .-a ,-I ,--i .••'a ,•-4 rl .-J ,-°i r'J p-+ ,-� T"� r-I ,-$ �"� r-i �"� � ,-� ,•-� t-'I •-� •-°+ ,-� � r-[ � <br /> k%� � � 0 <br /> ____ <br /> ---I-,----- <br /> _____ SECTION F- F I �`'- �' <br /> Gob Pile # 2 Expansion Area 6300 <br /> SECTION 13- 13' <br /> 6300 <br /> 6280 <br /> Coverfill Pile <br /> ._,-__.., ,_--,..._, _._.-_. --.,_._.._.. _...____,. .____,._ ______- »,____»- -__ _:__,._., ,_-»_,_- ,_,_. „W..__ w_,___ .,__-, 6280 '1 <br /> _..__._ ._._„__. ___.__, _-,__r. _,__, ,_,___ _,_.._. _,_._._ ,__.w_.. ,_-____ ,_ _ _ __,_ <br /> _,_._._,._._.____,___ �_______._-_.,.__�..._,_.,__._._______'.- ._-.___.____.__.,__ —- ___ <br /> __, _m,_.,__ ____ _____._ _._,.__ „___,».._ 040 <br /> ______ <br /> :LL mwr - 6 240 <br /> 1 <br /> L_j� _i__i___j <br /> I I C) C) <br /> q4opft <br /> _. _ -o_________-_� <br /> HA L R OVERF LL AS—BUILT <br /> -Gw <br /> _._--,.-_. __ _.. _-._.__ <br /> -- __...n._,., __..., ,__ _.-_-_o, _._, _ - 3.0: HE H 6220 6020 <br /> _..._.._. 6220 6020 <br /> :.;,Ica. I� <br /> d. .® i a <br /> °- .,FIL TER ;4A GGREGA TE <br /> �a . a 1 s <br /> 200 <br /> 1 � <br /> �•T . r�: <br /> DRAIN PIPE 6200 �: % 1:x <br /> 6000 <br /> 1 71 <br /> . , . a 4 6180 6000 <br /> 1. , v .' . .�l` � all, ',. Ir l .5,� <br /> I / <br /> — — <br /> P <br /> 4 6180 <br /> '*'*� \ 1 ' HNC !!I I rl%�_, <br /> 1' Min, COMMON FILL 6160 P OP SED UT SLOPE14 6160 5980 5980 <br /> 6140 ��' <br /> � _"�� /I <br /> -""* <br /> -I 1_L___._ 6140 5960 <br /> �-I ( I' ' I <br /> - � 5960 <br /> �': 6120MMMOMWAM 6120 <br /> �,� S� EXISTING GROUND <br /> 4' 1. ROCK DRAIN I I�. FILTER s'j' 6100 5940 5940 <br /> FABRIC 6100 <br /> F o o O o � O o o O O o 0 0 o O O o <br /> __IIif=� i ►- <br /> FF-I � E STI G G OUN __- 6080 + + + + + + + + + + + + + + N +--. 6080 O O 0 O O r-� rq V +�'� +� NN N N N M <br /> �'____� E � . I <br /> LI <br /> IEI I I- 6060L 6060 <br /> _FT`_ r _. . , ' e � ,,,,_._, NA TURAL GROUND _ <br /> I � I ( I�_I I l��I I Ii o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> �" i I---._ I= I O N � O CO O N d• to 0o O N d• � 00 O N � to OJ O N d• tG GO O N � tD ao O N d' � CO O N <br /> I I I ;! 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TITLE: wtj <br /> to AS—BU1L T PROPOSED GROUND SURFACE 1 hereby c is drawing was done � (�,�,�� <br /> z 13 TR-98 Gob Pile #2 footprint Increase, hydrology update T.K.B. 01/21/15 �� ■■� ■■�� PERMIT BOUNDARY MATERIAL STORAGE AREAS by me „r, l p E <br /> 0 R GUARDRAIL � t su ervision and � B0�1TIE N4. 2 MINE <br /> K . 09 27 13 ,'<<<<.«<«C««<<<<<<. BERM 0 <br /> cn 12 TR-81 Adequacy response #2 T •B / / GOB PILE AREA Vol. 1 V' PERMITTED SURFACE that +;•fE i� �,r�` n presented on P.O. BOX 48� s CO�►1. ���� ��s� � `� �'` O-V b�4,1 <br /> - - --* -0- FENCE <br /> 14 TR-81 Ade uac res onse #1 T.K.B. 09/10/13 this awt'4 is tru�pdn orrect to the BOWIE RESOURCES, LTD. PAONIA, C4LORADO 81428 `° <br /> 7 —T—] I 7_T__1 <br /> q y p POWERLINE TELEPHQNE <br /> � &;'.X_X.�_2!:1�'_' <br /> -,- » '/ best f ,,��,,��// d a belief. ,ter" o'�' <br /> 13 TR-81 Design contours, topography and drainage update T.K.B. 07123/13 DESIGN DITCHGOB PILE AREA �'Vo. lX,� ��112 1 ONE INCH <br /> � <br /> 1 _+__� = Lr , — __] 7 / M <br /> No. DESCRIP TION: B Y DATE CUL V'ER T <br /> -113 •. - Date - E. SSx DRMS I.D. No. DWG. NAME: ' _ ��r` <br /> TR Q17 Tomm er �Sto ver •t�` DESIGNED BY: C - 1996 - 083 <br /> REFERENCES LIGHT USE ROAD CQI/ERFILL STOCKPILE AREA roved 7�2412 k • • ® ~" �T :'a DRAWN BY: L.K.J. 03/0410J SCALE: , VOLUMEz '%- F1(4 UQ-C I <br /> Approved Colorado 's4. 4.C��'��� 200 <br /> HAUL ROAD <br /> •o.,•.••::d 0111�?l_ _' _,,_ CHECKED BY: <br /> __ -__" -,,,_........ RIP-RAP CHANNEL <br /> _. • • . <br /> i <br />