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\F(goo <br /> DH96 NE COP. SEC. 25 <br /> N ?/V, CDR. SEC. 25 - T 3 N, f2 64 W <br /> II T3R, R64W <br /> - -...._ N°39'U4'S7 E _... - - _ -- --- - - --- -.. - - - - - *47 2 9 _ ..... - -- - .._. -.. -- - �._-.. - -- -- <br /> 5274.U6' <br /> - _._ __ - _.___. 2637.03' 7 <br /> -- - - ------- -- -- - - --- - 2637.U3' <br /> NW COR, <br /> T 3 N, R )4 w II <br /> 4805 I I oo <br /> 808 LEGEND <br /> � +` G a g - - --- -- -- -- -^ PROPERTY LINE/PERMIT BOUNDARY <br /> r 06 0 .._... ... _ -...._''' I 1hl SECTION LINE/1/^- SECTION LINE <br /> ro <br /> W <br /> x 48 EXISTING PAVED ACCESS ROAD <br /> N 36,000 I I \ I N 36, 00 1 1 <br /> - - - -' EXISTING LIGHT DUN ROAD <br /> Q , ! <br /> EXISTING FENCE <br /> > <br /> 1 > EXISTING BUILDING <br /> 1C , ! <br /> x 4799. \ i EXISTIING POWER POLE <br /> �711 b' <br /> / I 481 + 0 100 200 400 EXISTING LIGHT POLE MI <br /> APPROXIMATE SCALE F CC <br /> CONTOUR INTERVAL = 5 FEET 0 EXISTIING GROUND CONTOUR c+l <br /> i <br /> I I I 0�� <br /> 14812.7 \XX \ J m 4781.4 EXISTIING SPOT ELEVATION <br /> j 4801. \ \ f I <br /> iI - 1� � Pt. 1,2,3,4 EXISTIING "PINNED" HORIZONTAL & VERTICAL CONTROL POINT <br /> x ll 4806,1\X��� - _ �` (OTHER POINTS/PINS INDICATED NOT FOUND IN FIELD) <br /> 4812.7 I� % ti\ AMW- 1 I <br /> 4795. \ `tee �- DH96 EXISTIING MONITORING WELL LOCATION AND DESIGNATION <br /> ' \ \ (PLOT- PLAN LOCATIONS PER KUCERA & ASSOCIATES, INC., I <br /> 12/811 AND TERRANEXT GROUND SURVEY, 1996) <br /> 47 I I <br /> N 35,000 <br /> N 35, 0 I LFH# 1 ® EXISTING DOMESTIC WELL <br /> I \ � I <br /> 4792,8�92, ! FPW ® EXISTIING FIRE PROTECTION WELL/MONITORING WELL LOCATION <br /> 1 II 1 \\\ ' <br /> 4807.� <br /> `> 4788,8 `� r RECLAMATION CONTOUR <br /> \�\\ 6700 \\\ x (PROPOSED, 1986) I <br /> 11 \\� � \ \ + i ------------- <br /> .4RECLAIMATION CONTOUR <br /> ` ` _ .. <br /> l 8 \\ (PROPOSED, 1996) <br /> \ \\\ 0,5 ; <br /> \\�\ 803.8 i�� \ Area 1D SUB-,AREA BOUNDARY AND DESIGNATION <br /> \ \\ x �� \ WEST PERIMETER DITCH (PER TECHNICAL REVISION DRAINAGE CONTROL <br /> II PLAN !!, NOVEMBER, 1994) LL ' <br /> 1 ` <br /> I � 8pp � �, , \�\ � � , I - PERMANENT DRAINAGEWAY & FLOW DIRECTION � <br /> 4772.V <br /> 478 .5 <br /> 4773.6 <br /> 4812,2 ++ �j I' '" �\' \\ I X777.9 4773.1` x I 0'_- '-, J III x � � \ \ �, � <br /> 0 <br /> , � 1 ; r Ili I ` 1 i I O o -'• , o <br /> N 34.000 4-A85.8 I I IIi� i \\\,` I w 4776.E A335 a <br /> Area 1B ' i x 1 ' i + a\ I w N 3y,1'liCi <br /> 4772,3 <br /> 481E 2 r , 1 r , > <br /> 4776,9 I 4777.5 <br /> / i r r 1• ! i \ \\ \� x A) i 4777.3 E 1/4 CUR, SEC, 25 X <br /> �s _. n j5_. �, EAST PERIMETER DITCH- - x - T �z N, R-64 W- - <br /> \�� x \ N89°0 / ' 15_E__ <br /> 2635.64' - -- --,�`c - --- - - - - - - - - - ---- - - -- - - _ - _:_ Pt. 4 <br /> by 1/4 COR, S_ 25 - - 4777.12 <br /> T 3 N, R 64 W r ' I I' 4803.2 ` ' <br /> 4812,7 , ' I I ` Il X ``.� \ \\ �\7+1, R 64�W i x 4777.3 `.977q <br /> 41783.8' i I! `. . \� \ �� - ���'�--_�J - 7653- FIRE x <br /> Xi -_ EX19TING PROTECTION <br /> SEDIMENT I <br /> ' D I 1 j 1 1 1 1 , f' `♦ \ \\ \ -_ T- \\ PIA/ 477 , I <br /> x`�1809.4 1 ft", <br /> - _-/ \\�\ x4779,51 x <br /> L/ <br /> �o orER1o.eE\RM \ 4780,9 <br /> 9.8 / 1 1 <br /> 4777.5 \\ x 478 3 <br /> 1 ` <br /> LFHN <br /> 4811.E 478X.7 i I DOME T 1 IJ <br /> 1 E IS'�INf� i ` _ " I i x , Q WELL s ' <br /> 1 + ► �\._. ' 480 6 1 477 S ro 0 0 -_ <br /> / 4 478 2 ] <br /> 1 ' <br /> �78 .7 1 i i \\I++ ; \ x 4813,1 ; $82. \ /I� -` \\\ '1 f 4776,X O <br /> 1 1 1 ' ' \ + 1 + .� \ I I 4X82.8 r 1 <br /> N 33,000 ( i ' I ++ 1 �, <br /> ' 1 EXISTING x 47s1,7 / / _.?. 1` _ I <br /> 1 1 \ 1 I N 33,000 <br /> LONG-TERM <br /> x 4816,E ` ? I <br /> , SPOIL AREA <br /> -700 <br /> 1 4, ' t f I I' ++ >> ` > + t+. I ' O \\ <br /> a i I Cal + 4812,9 `��1.9 ,�� / ' 4785,8 l 1 Gf \\ _7� _���"'` 4783.5 r <br /> to / allo i x l 2.5 �++ x >s` `� ` �~'' 47 � ` \ Ci, � 4X88.9 <br /> ' 1 q r i I - -- *e0 `+` ` / --- I r 478 h4�78.7 <br /> i 4�81P,6 + 1 !481 ,8 X + •` f� I I I i �- \\ �\ <br /> i; 4787.X + I �i S - - ! + _- __� f.. L-i 478X.9 �� j <br /> r <br /> 1 - C--''----- - - <br /> 803.1 <br /> to <br /> 4787.5 ; I I x 4802,0 `+03 /+ ,/ ��a- •�- � - _ ! \� \ �` \} I <br /> x / 4793.7 SMW- 1 _\ 47 .1 �� , I 1 3.2 <br /> 4799.9 %,! X 8 1 \ <br /> I < <br /> 1 j / 11 4DX1.9 <br /> y I I <br /> v ' ' _ , % I ` / OT 4782.9 <br /> 4822,E / 1 Y `-_- \ / r - x 1 l 1 - <br /> 1 1 Xs� I .\ j�• _ ``-�� ��----\ � EXISZING SITE LIGHT DUTY ROA <br /> ff 47 6, / / <br /> ��'; �/ / TE BE RECLAIMED WITH 24 OF <br /> / ! I TO AN AND MATCH ,..€XISTING GR DES I I\ �1 1 `�� N 3z, '00 <br /> 1 1 � _ _ 11 I l / A CE'W CLAIM AREAS, 47874 1 <br /> x `. 4812.1 / x\ \ x x 1 / ) EX JNG LAIM_tD�EAS (S D NI ` <br /> + -- <br /> \ \ + ) 1 \ 1 / / 813,1 AND FSEEDED OT SAWN,, I x M 1 <br /> ' e1b.o \ 1 <br /> i x I + x 478 .3 <br /> \ !' i \\ `. 1 ��� � 4801.7 'q,8 3, ) I ( 4781,5x <br /> 1 r <br /> \\ - - r 4 88. <br /> Ilo - , I Area I T P A�1G +\ J 0 I I <br /> t . <br /> Sk <br /> X792,9 <br /> 1 i <br /> / O \1 3.7 8 9.0 <br /> �\ \++ ,/ � 1 � \�1_�/ 14.5 I f.�\ 4809.1 /� I a x <br /> 4836.E II. \�\ 4817.7 %� % f x 1 r o . <br /> 4 I \� X iX ./ \ x 13.210. <br /> NZ <br /> 10 <br /> IN <br /> G „- - -' 2634.25' I `x ' 4W3 <br /> SW 2._ �` - - - - - - 263 25' I t S 1/4 COR, SF_C. S , N89'U9' c ' 1 ` r.. <br /> x ^N$9'09' J r I 1 is COIMJuI OF w <br /> T 3 N, R 64 W i \\ i 4827.1 i i T J N, R 64 W '� i 47$3,5 I J X783.5 1� 1� <br /> N 31,000 x i i I J x N 31_,000 <br /> 4822.7 <br /> / � '1 ' <br /> , , <br /> } , <br /> ` j/ <br /> ti dci4�15.1 J X823.2 a� \ x <br /> I <br /> 4813.5 It /1 <br /> 4$21,2 I I I Area 3 <br /> c\� 1 <br /> 4EI3215 <br /> 1 X I � l✓ ' I <br /> I <br /> x <br /> Q 4�832. 4826.5 \\ i 4816,X `f Ij i <br /> / , 1l`y1 <br /> I �I I X791J 4786J r•. <br /> X I 4787.2 <br /> \ � Gill <br /> x <br /> i 4 25.2J. <br /> ' <br /> . __ <br /> I <br /> N 30,000 ' Pt, 1 4818 <br /> / / I `` `F`` \\� ice/ f ." t, 2 i N 30,000 <br /> 39.3 / 88J2 <br /> x 4864,1 `R 82 E TkNG `J.� I ��/ d- <br /> /�� �} \ 4832,5 48X ,8 . ` s`��A 17t4\F93,3 I / � •` <br /> I/ I \\ CJ <br /> y g0 4835.4 O % �x 4799.8 v I I - 4789.1 <br /> G. � •l I ,� � I I : <br /> r \l 83 .4 X827.5 ! It ��- <br /> :, x <br /> j / Ag2g 4822.4 ` \\ 4796.9 <br /> 1 / 4836A _ II x I I I <br /> II 4820.9 <br /> 'i x <br /> 4849.8 �iS 4839.8 X832.2 S x x482 ,7 t <br /> Co <br /> 4802.5 1 i N 29,1100 <br /> zl f <br /> I 1 <br /> ' r> or5l O I ' CD <br /> r, , o <br /> Ou <br /> 7 �' '7 <br /> 1 <br /> W W •1 I LJ W 1 L! <br /> 1 <br /> I I 1 <br /> 1 <br /> , F_ 114 COR, SEC. 36 <br /> T 3 N, R 64 W <br /> _ _ ._ - - - - - - - -- -------- -- - ----- - _ ---- - - N&9 017 46"E - 2&30-5 <br /> W 1 4 COR, SEC. 36 - - - - - <br /> ---- 5' <br /> / � - _._..- _... -N89'01 46"E 263U.55 C. 1/4 COR, SEC. 36 <br /> T3N, R64W T3N, R64W i 1 <br /> 1 <br /> 1 <br /> 1 a <br /> I � <br /> I 1 J1 <br /> 1 <br /> co <br /> I <br /> 1 <br /> S89 12 '46" W 5259. 48 ' / <br /> Ioni <br /> � I <br /> ! ASTERS, INC., -1=2_-�- � I <br /> - <br /> � I I SS ROAD ' �" <br /> OI MAIN�C�_� - � 7 <br /> Q:) Q)" T I co <br /> CN <br /> I <br /> 10 O e I G1 4H�0 <br /> \.oQP�'0'REG�s . <br /> o Iy�pBFdT •.;� - <br /> Sm_ <br /> jam \ <br /> At <br /> II <br /> 2626.86' - - - - -- - -- - - --- - - - - - - - - - - - - - - - - 2626.�36' .� .- - --- SE COR, SEC. 36 <br /> S&3'75'S7"W T 3 N, R 64 W <br /> 58,9'f 5'ST W- -__ - -- - <br /> SIN COR, SEC. 6 - - _.... -------- - - ---.. - - --- <br /> T 114 N R 6 SEC. 36 COORS ENERGY COMPANY <br /> T 3 N, R 64 w ( r 3 N, R 64 w RECLAMATION CONTOUR AND <br /> I <br /> DRAINAGE PLAN MAP <br /> CLIENT: COORS ENERGY COMPANY KEENESBURG COLORADO <br /> I PROJECT: RECLAMATION PLAN <br /> PROJECT - 06104589 . 3 11 7 <br /> DESIGNED BY: GIRL APPROVED BY: <br /> DRAWN GSL PMRCM97 <br /> REVISION: I [DATE, <br /> REFERENCE: <br /> COOPER AERIAL, TUSCON, AZ. <br /> 11/96 <br /> (IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII <br /> n'0IA <br />