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N 114 COR, S 25 DH96 NE COR, SEC. 25 <br />90 T 3 N, R 64 IN 6' <br />479 <br />, IT 3 N, R 64 W <br />— - -- -5274- — — — Bp <br />if _j ws -7 <br />if — — — — — — — — — — — 2637.03y <br />2.65 <br />— — — — — — — — — — — <br />2637. <br />COR, <br />.n c <br />6 IN / \ I ��v ° ° \ <br />If <br />If <br />CD <br />cq1 CD <br />- v \ o - <br />CD 0 <br />0 <br />CD 0 <br />0) <br />r. CIII <br />�t1. \ ��_ �.� w LLJ If <br />Li Ld LLJ N 36,000 <br />J\ \ \\ LEGEND <br />XI- <br />X X-. RECLAMATION CONTOUR TOP OF TOPSAND <br />CEC PERMIT BOUNDARY 5 FOOT CONTOUR INTERVAL) <br />� \ \� \ i \' \ \ I SECTION LINE/1/4 SECTION LINE WOPOSED, 1996/1997/2002) <br />X_ PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION <br />EXISTING PAVED ACCESS ROAD 16 CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br />f (SEE FIGURE A THIS SHEET) <br />PIPELINE P ODUCTION <br />EQUIPMENT EXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS 2 ------- - REMAINING FILL TO REACH FINAL RECLAMATION <br />CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL) <br />x EXISTING FENCE (SEE FIGURE A THIS SHEET) <br />\ \ \ � a -� — / \ � � EXISTING BUILDING <br />EXISTING POWER POLE B PIT AREA <br />FINAL COVER <br />0 100 200 400 EXISTING LIGHT POLE BOTTOM OF ER_ % ----------------- - TOPSAND <br />TOPSAND COV <br />APPROXIMATE SCALE �FEET5 2' TOPSAND <br />CONTOUR INTERVAL 2 \ FEET EXISTING GROUND CONTOUR 6' SPOILS <br />b, q <br />D <br />11 31-,000 re EXISITNG SPOT ELEVATION TOP OF ASH FILL <br />BMW <br />BOTTOM OF B PIT-J <br />/ �� \ \ �\\ \ \.._ —_ - -\ EXISTING "PINNED' HORIZONTAL & VERTICAL CONTROL POINT <br />k 4773.46 <br />"' \ "+ \ \ \ \ \ \ \ I'' —•— — — — — PERMANENT DRAINAGEWAY FEATURES & FLOW DIRECTION <br />SPOILS AREA <br />AAIIW-- I <br />EXISTING SPOILS PILE <br />Ln EXISTING MONITORING WELL AND CONTROL POINT <br />701 FINAL COVER <br />0 DI-19 6 (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., --------- - - - TOPSAND <br />0 PERMANENT WEST If <br />PE ]ME ER DITCH 12/81 AND BE&K/TERRANEXT GROUND SURVEY, 1996) 15" TOPSAND <br />w I X L FH# I (J� EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT--/ <br />5; 35 j <br />Cpl 2 <br />0 FVvV EXISTING FIRE PROTECTION WELL/MONITORING WELL <br />05 \ \ \ I AND CONTROL POINT <br />�i I 1 \ ; ( 1\ I <br />TOPSAND PILES AREA <br />1w <br />24 <br />L. 4a1o.72') I III 26 �`� \ \ \ A \ A ` I + EXISTING "PINNED" SURVEY POINT LOCATION EXISTING TOPSAND PILE <br />FINAL COVER <br />--------- TOPSAND <br />28 SUB—AREA BOUNDARY AND DESIGNATION ------- vAV Area ) <br />30 (PER TECHNICAL REVISION DRAINAGE CONTROL <br />119, PLAN Ii, NOVEMBER, 1994) TOPSAND CUT-' FIGURE A <br />NOT TO SCALE <br />J \ <br />N 34,600 �' i f 2 5 A 1 \ v ,y �� <br />area ea ILI <br />5 1,14 COR ) SEC 2 <br />w <br />6, 3i 6 L) PERMANENJ EAST PERIMETERI, DITCH -7 T -3—N;--g 64 4P <br />4 N8900T \\ <br />(EL. 483�� 11 4�) 263,, <br />111/ 114 CGR� SEC. 25 — — <br />T iv F 6.4 vv <br />1 ­3 N 64 W <br />o <br />N, PERMANENT F/) RE <br />2 0 APONDET PROTETION 2 WELL <br />V (o -� - X_ w <br />LONG- w <br />ff- <br />J SIPOIL a <br />3w <br />�FH <br />(EL. 4812.94 :V) 2 <br />a t1L. 46U`1.�)l WELL, <br />12- <br />0 <br />Y <br />\ �.. - — — <br />7 <br />N 33,000 <br />-j <br />0 <br />0 <br />2W 16"1 7, <br />V <br />If <br />N <br />0 <br />0-Y, <br />0, <br />4 <br />4 <br />\ w <br />L v, <br />E Z_ <br />-7 <br />A <br />it � )u I �, Za' � \ / 'A I � �� <br />1w <br />71 2 <br />rn <br />VIZI <br />23 <br />O + < <br />x-i <br />LV <br />if <br />IN - <br />A <br />D2 <br />x, <br />", If <br />0 <br />D <br />N D <br />71 <br />I Es <br />If \ �' \ 2 \i_ C '8a _ A V I I • <br />0 <br />El <br />• \ <br />If <br />x_. <br />If <br />4 1/ <br />0 co <br />7 if <br />2634,25' <br />.9°09'35 "E 2634 COR-,, SEC' 25 _f, 'E i-T <br />�89'69'35 7 <br />1\ C." — — — — — — — — — -- FS CSC. 2 <br />— — — — — - 7N� �14 T.- 3, 64 W <br />I \ IT 3 N, R 64�W, <br />H 31000 1 If <br />N -51,000 <br />if <br />j <br />4 <br />x Its <br />U <br />7-- <br />4 <br />x real. 6 <br />Q0 <br />�V V �.% % <br />\ v y — for <br />7 <br />16 If <br />J J <br />Z/ <br />L <br />f/ <br />if- <br />> <br />If W_ <br />of <br />0 U <br />5 <br />30,000 <br />if <br />If <br />, II V, 1 77- i VI <br />if <br />If if <br />(J� <br />"Wi <br />4/`­_ <br />1c. <br />v, <br />— --------- a <br />jIg <br />If U1111, Q, <br />C, <br />1 cli <br />If j <br />00 <br />x NAI <br />0 I'L'j i�N 29,C)"O <br />I I"j, 0 <br />r\ \I Y- <br />�k 111a 15 10� an �� x <br />CID <br />t x <br />If <br />c J�I �jqi 1,1 1 u <br />RUM, <br />0 <br />CD E 1/4 60R, �IkC. 16 <br />0 T 3 1 , I, � I1 <br />0 0 c)) A W\ R "6 �v <br />— — — — — --- — --- — — — — — — — — — — — — — — — — — — — — — — — 2 <br />6 3 <br />If I I <br />W 114 COR, SEC. 36 - — — — — — — — — — — — N89*0 la 46 "E <br />C <br />T 3 N, R 64 W — — — — — — - — — — — — — — — — — — — 26 .5�5 IC 114 COR, SEC. 56 <br />LLJ LLJ IT 3 N, R 64 W <br />qq <br />Lo <br />H f DD <br />oa I i-n <br />S89012 46 W 5259.48' <br />(61 <br />IN <br />c\1 <br />Oo <br />Ln Lo <br />CD <br />CN <br />7 <br />COR 25 <br />!L \ <br />t AR_ <br />C4 <br />L�j <br />DH- 122 <br />o I (APPROXIMATE LOCATION) <br />g,,,s1O11 of an R ec kaMatlon' <br />d Sagety <br />S89*15'57"W 2626.86' S89*15'57"W 2626.86' 1 SE COR, SEC. 36 <br />SWCOR, SEC. 36 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — -- — — — — — — — — — — — — — — — — — — — -- — — — — — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----- - - --•T 3 N, R 64 IN <br />T 3 N, R 64 V S 114 COR, SEC. 36 <br />T 3 N, R 64 W COORS ENERGY COMPANY <br />RECLAMATION CONTOUR AND <br />DRAINAGE PLAN MAP <br />REFERENCE: <br />COOPER AERLAL, TUSCON, AZ. <br />10/16/08 <br />-rmuvLu t5y: uuA <br />1VG NAME: PERMIT-Qt-2008 <br />AMERICAN <br />A VVENVIRONMENTAL <br />CONSULTING, LLC. <br />