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NE COR, SEC. 25
<br /> t N 114 S 25 DH96 T 3 N, R 64 W
<br /> 11 k *52 K_�-——————————————
<br /> T 3 N, �4 W 637.03**1101 NW CO SE T\3 N, 64 _70 9111 3 4 i7 5,P i I4 C�, _------ LEGEND RECLAMATION CONTOUR TOP OF TOPSAND
<br /> 5 FOOT CONTOUR INTERVAL)
<br /> CEC PERMIT BOUNDARY WOPOSED, 1996/1997/2002)
<br /> N 1,3 000 4 7-j,4 ISECTION
<br /> LINE/1/4 SECTION LINE
<br /> 479- PROPERTY BOUNDARY (VERIFIED 2006) REMAINING CUT TO REACH FINAL RECLAMATION
<br /> 7 7, 16 CONTOUR TOP OF TOPSAND 2 FOOT CONTOUR INTERVAL)
<br /> .4. EXISTING PAVED ACCESS ROAD (SEE FIGURE A THIS SHEET)
<br /> REMAINING FILL TO REACH FINAL RECLAMATION
<br /> IEXISTING LIGHT DUTY ROAD OR EQUIPMENT ACCESS 2 CONTOUR TOP OF TOPSAND ( 2 FOOT CONTOUR INTERVAL)
<br /> (SEE FIGURE A THIS SHEET)
<br /> EXISTING FENCE
<br /> tIII48 EXISTING BUILDING
<br /> It IB PIT AREA
<br /> FINAL COVER
<br /> EXISTING POWER POLE
<br /> TOPSAND
<br /> BOTTOM OF
<br /> 4 0 TOPSAND COVER
<br /> t2' TOPSAND
<br /> EXISTING UGHT POLE
<br /> 7C 6' SPOILS
<br /> EXISTING GROUND CONTOUR
<br /> IitTOP OF ASH FIH
<br /> I —---_ EXISTING SPOT ELEVATION
<br /> 4 71:, BOTTOM OF
<br /> B Pff ILV.9MO EXISTING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT
<br /> x I 1 7 IN SPOILS AREA
<br /> EXISTING SPOILS PILE
<br /> 48; AMW
<br /> 4 EXISTING MONITORING WELL AND CONTROL POINT FINAL COVER DH96 TOPSAND
<br /> (PLOT PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC.,12/81 AND BE&K/TERRANEXT GROUND SURVEY, 1996)0 I15" TOPSAND 6
<br /> f0.1 0 f U04 LFH# EXISTING DOMESTIC WELL AND CONTROL POINT SPOILS CUT-AM 4 (7 FP W r EXISTING FIRE PROTECTION WELL/MONITORING WELL
<br /> RE AND CONTROL POINT TOPSAND PILES AREA
<br /> EXISTING TOPSAND PILE
<br /> EXISTING "PINNED" SURVEY POINT LOCATION
<br /> FINAL COVER
<br /> (EL 10.72') TOPSAND
<br /> D DESIGNATION
<br /> 7 19 TOPSAISI(PER TECHNICAL REVISION 46 DRAINAGE CONTROL D CUT—/795.89)(EL, PLAN, APRIL, 2016) NOT TO SCALE
<br /> 3� IFIGURE A 7 L ND I �K 114 COR� EC_. 25 L__
<br /> I'A __R 64 IN
<br /> 14G A B-,- T J-N,�1-N7 of N 1,316,QOO 4WV 4 EA S89-OZ7:'I,D RAI r �G AR li.14-) I W 14 R 64 IN 1 25 T 3 N, �R 64 W ACCESS IT I(20MO)IP RMANEN I x AC. r U I IVI L.;�IIA 7 7�7,-'POND 2 A�EL. 479 FIRE W 714A 4 PROTECTI N 0 L6G-TERM 4'/7..... WLLL
<br /> tSP)DIL 4771�2
<br /> ILFFf tt1k II4 47
<br /> ;5W WJJPL(EL 12.94� I4E 01.9 x 48G1,.S 17 i 4 IIIV00 Irk IIry I $3E 9.4
<br /> I0 0 zw III0 I --A �7
<br /> Id4
<br /> -10 ------Y_
<br /> m_19 14 Y, *
<br /> 0 SMW--72 10 t1E 4825.4 P;>3 1W IIIn DRAi AGE EA ' '14793.2 ID1.0 L IT,IID2 N 1,314,000 RAJ D 4 5 47?,-4797.-7 47 [3
<br /> IIrT
<br /> I4B —0 s479 V _d I II481,!5 4 I4,98
<br /> Cb I4784,1 t49 3,- 25 SE,COR,.SEC. 25
<br /> 26,-'4, I N89*09'35 PE T R 64 W 4 7�i�._4 COR. SE�C.. 25 418A.8 x 4794.S I--Sw MR, 3tu. z I i�i7oq 634.2.5' 'R,,64 W PROPEM ACCESS
<br /> IPOINT—2 MIS)
<br /> N, R-_64 W 47@4 I81 6,5 I4 4 IIIn I 4718�6 1,313,000 > I11111111000000or 87 11111111000 IIIII4 I ,t7,�7 4
<br /> IP R E y 4 7 1,Z It4C-:5 @ IIIIII25 A Q 4_C* LLJ N
<br /> ISEE PERMIT AREA MAP,
<br /> * x * 0 --APPENDIXA-1 FOR
<br /> EXTENDED BO
<br /> Iitt�n I4S40.9 IIV X4� 7 J,II4.II48 II4851.9 I0 IT------------ IU.4-4G734 484'4 51 i 462 4821, t:13 I,,4 844�3 ul:000� IIr .7 x I-6 II4839,3,31 1,!�.(I — 48 I,\ I356'I I4828.5 x Nall It839 _334.9 r 0 C IPIR 'OR,E 114 C I SEC.0 0 T 3 N, P 64
<br /> All,0 d I [ - H I ai I9*012'46"E——— N11 C 114 COR, SEC. 36 2CJd 5 W 114 COR, SEC. 36 9- N89*012'46PE Ld IT 3 N, R 64 W T 3 N, R 64 W U I1 4 r�
<br /> LC I1 x t4 V tCO LO 481-5 . ......100 200 400 APPROMME SCAM(FLU)CONTOUR INTERVAL 2 FEET CN�
<br /> I06 I I
<br /> �0 I I
<br /> I
<br /> 0)U-) I N
<br /> In
<br /> ...........III to 0
<br /> C'4 DH- 122 LL! (APPROXIMATE LOCATION)
<br /> 2626.86' SE COR, SEC. J6
<br /> S89*15'57W ——— T 3 N, R 64 IN APPENDIX 0-1
<br /> S89*1557"W -- 2626.86'
<br /> SW CO , SEC� 36 ———————————————--— S 114 COR, S)-EC. 36 3 IN4, R 64 T 3 N, R 64 IW
<br /> DRAINAGE PLAN MAP
<br /> CLIENT: COORS ENERGY COMPANY (KEENESBURG, COLORADO)PROJECT; RECLAMATION PLAN
<br /> The October 2012 Aerial survey of Keenesburg Mine was complied andl triangulated on Colorado State Plane North(surface) PROJOI NO: COORS2016 DATE COM LEED: 05/2016
<br /> DRAWN M JGN PROVED BY. GJA
<br /> and reprojected to Local Mine Datum ruining the following report: REVISION: D_WG NAME: PERMIT-01-2016 TECH EV 46.dwq
<br /> Horizontal ReVetion to Local Mine Datum: Vertiml R22Mj2q0 to Local Mine Datum:Translabon north:-1,282,156.5640 ft. Note:'There is a vertical plane between the New Vertical Datum and the Local Mine Datum.7
<br /> Translation east-3,240,307.3930 ft. The foftwing points where best fit to match Local Mine Datum. REFERENCE*
<br /> Rotation:0*01'39.45" X 36,6520.749-Y 28,971.406 -3.&U ft.at power pole ODOPER AERIAL.TUSCON,AZ. TR-46
<br /> Original north:1,318,616.%40 ft. X 36,498.977-Y 36,412.435 -0.25 ft.at control point I 101 10/13/2015 Approved It/1/1 ENVIRONMFNTAL
<br /> Original east 3,280,875-3930 ft. X 40,568.000-Y 36,460MO 1.273 ft.at control point 11 03 6 AECCA wON SpdUcL AT INN G,L L C.
<br /> Scale factor.1�00148829949 X 41,7733.435-Y 28,217.937 -1.834 ft.at power pole
<br />
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