2010-11-19_PERMIT FILE - C1980007 (39)

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78,60 12" PVC SPILLWAY PIPE-< r.rrru nn,i noun n1Cr•u AOlC 010IKIC 8" PVC AND 12" PVC PIPES FROM RETENTION POND. CUT HOLES IN EXISTING INLET AT AN ELEVATION PROVIDING V COVER OVER PIPES. SAME TRENCH SCALE IN FEET 20 0 40 RR JYYI hurl �y� \ YT.� X � 87 ., _x 49 �..�.. ' X -114 % _ m� \ 42 __- `6.0 5 44, `5 111 _ BOTH DIRECTIONS CONCRETE DIVERSION G DETAId.I STORMWATER RETENTION POND (SEE DETAIL 2, DRAWING 3) NOT TO SCALE 20 MIN OIL SEPARATOR (SEE DETAIL 1, DRAWING 3) SEDIMENT TRAP s (SEE ,DETAIL 1, DRAWING 3) a PROPO k 1 _ \ %` IT99 8070 ' . �:' \ �� 89 x 93 Q0 X _._ 23'. 112 102 ii - ' r � ��.. 22 <� , ;� � � ti i'__.._..._ . -... _... _ � - .,....� � "067 ,. 48 100 _ 705 % m I , I10 \ 11 x_101 �- 10 _ \ ___ \� 8 7 -... _. ..... -.... S SCALE IN FEET 20 0 40 77 74 73 I 108 GLYCOL STORAGE (SEE DETAIL 7, DRAWING 2) \ 136 107 \ '',151 1501 ---- ---- - - - "_. -- 158 404Ml.5000 446728.7000 6081.80 ED POND a V 180 - -- _.__ _ ." 151 __._ _._ 155 159 404843.7000 446700.6000 608202 ED POND 000 608 97 D SHOT _ 98 4048"'OOW 446500.1 0. N 99 404085.1000 448507.40W 6060.81 GND SHO T 100 404871.3000 448508.1000 6080.45 CND SHOT 101 404888.4000 446543.8000 6080.72 GND SHOT 102 404878.7000 448546.1000 6081.29 GND SHOT .. 103 464890.5000 446547.7000 6081.34 GNO SHOT 104 404883.7000 446582.5000 6081.30 GNO SHOT 105 4048712000 446580.4000 6081.28 GND SHOT 106 404881.90W 446579.2000 6081.13 GND SHOT 107 404859.3000 446613.8000 6081.37 GND SHOT 108 404870.8000 446613,7000 6081.46 GND SHOT 109 404879.5000 446614.8000 6081.49 GND SHOT 110 404888.8000 446459.4000 6078.95 ONE SHOT 111 4048754000 446434.6000 6079.36 GND SHOT 112 404887.8000 4464052000 6079.58 CND SHOT 113 4049022000 446371.0000 6079.03 GND SHOT 114 4049119000 4463428000 6079.42 GND SHOT 115 404974 .5000 446343.4000 6079.49 TOO DITCH 118 404953,0000 4463929000 6079.61 TOB DITCH 117 404933.8000 446444.2000 6080.17 TOG DITCH 111 404913.9000 446496.6000 6080.35 TOD DITCH 119 404896.7000 446555,2000 6081.03 TOO DITCH 120 404817.5000 446804,9000 6089.44 GND SHOT 121 404835.7000 448585.2000 6082.00 CND SHOT 122 404835,7000 44680.3.8000 6082.01 GND SHOT 123 404825,4000 448634.1000 6081.63 ONO SHOT 124 404820.2000 446651.5000 6081.75 GND SHOT 725 404822.8000 448619.0000 608220 GND SHOT 126 404812.4000 446612.7000 608276 GND SHOT 127 404820.4000 446639.4000 6082.51 BLDG. PAD CORNER 128 404810.7000 44663&4000 608257 BLDG. PAD CORNER 129 404811.8000 448825.1000 608283 BLDG. PAD CORNER 130 404808.1000 446648.3000 6083.47 FENCE CORNER 131 404636.5000 446614.5000 6082.31 FENCE CORNER 132 404833.3000 4466524000 6082.21 FENCE CORNER 133 404811.0000 446655.7000 6083.72 FENCE CORNER 134 4048229000 448661.4000 6083.26 BLDG PAD CORNER 135 404840,9000 446663.2000 6083.25 BLDG PAD CORNER 1056 138 4048628000 446685.1000 608324 BLDG PAD CORNER X . _... - 137 404845..'!/4"-0 445 508137 .:.- G..0 Lr Ourfl 1 - 138 404872.30(.0 446638.1000 6082.00 GND SHOT 72 71 n 70 139 404870,6000 446655:4000 6082.02 GND SHOT - - -' 140 404867.7000 446681.9000 6082.11 GNO SHOT - '_ - - 49 141 404867.4000 446708.5000 6082.43 GND S107 142 40486 &0000 446736.3000 608254 GND SHOT 143 404889.0000 446781.6000 608254 GND SHOT - -- 144 404869.1000 44877 8-1000 8082.51 GND SHOT 145 404656 7000 446778 )000 608217 GND SHOT _ - - ._..743. .. ...__.. - -- _ 144 146 404858.6000 416759.7000 608244 GND SHOT % lA2- - ---- % % 147 404855.3000 448730.2000 6082.29 GND SHOT 148 404835.2000 448701.3000 6082.11 GNU SHOT 149 404856,6000 446867.5000 608208 ONO SHOT 150 404851.7000 446652.0000 808 GND SHOT 145 153 404059.4000 446635.4000 6087.81 1,81 GND SHOT - -.. 6082 . -.-.._ ,. 152 404819.3000 446669.6000 6082.85 FENCE CORNER _._._. 147 - -�__. % , -. -- % 153 404807.2000 44672 &1000 6061.06 FENCE C�tNEft -- ...IL. -. .... _.. M - - - --� -- -- - - -- 164 401816.1000 44$771.8000 604t.e2 FENCE CORNER 66 155 404840.7000 44877 8,6000 6081.89 'FENCE CORNER 158 404830.5000 44875&0000 60 79.64 ! O POND 167 404&39.1000 446752.6000 8081.90 0 OND "^' -•, ' "^' -'1, I OUTLINE OF STRUCTURAL -' 13 FRAMEWORK ABOVEGROUND -:.ia1 X 122 / a 333 _ _ 6082 _ t3a -x lig ' 6082 \ 1 �. H 9�2 X 174 69 ns % 4 1 ¢ \'.. 125 ` I 934 yc 1 / 327 12�i y 34 j `. ,120 - 35 H `' %� 5 , ITI SITE l� SCALE: 1" = 20' H )END LE( E.��p.pp''� PHn)p 11 -407 0 16 17 C' ',,1 toy; - Paint stotl4tice: M' 0 Storting point numbar. I - ?696 EXISTING INDEX CONTOUR Conant pant number: 186 ('C Inalwtas Hxkun Ping -- - EXISTING INTERMEDIATE CONTOUR cerl�t ewidL a m: (a;; Ppinl Northing Eostin9 E lon - Doaulption EXISTING FENCE LINE EXISTING RAILROAD TRACK t 404907.7300 446224.1700 6057 -80 CL E'Lr ^,:4r 2 4 .04881.6400 M82&3.1e00 5Ogu.87 DP, AIN (; ?E 3 404845.3100 448374.4600 6057.71 ORNN GRAZE - = EXISTING ROAD 4 404824.01 446436.4500 6059 36 ri Rn,,n 5 4041315 5•HR) 4464.341100 nFwllM EnRnnn EXISTING WATER FEATURES 6 404796.2200 446430.1000 606259 CL ROAD 7 404BI9.4300 4463611700 5061.61 CI. ROAD B 404837,8000 446369.0000 6D60.10 G. ROAD EXISTING GUARD RAIL 9 404871.5000 446279.9000 6658 -92 EO. ROAD " 10 404852.2000 448275,2000 6060.39 CL ROAD - ',•� - EXISTING RETAINING WALT_ 11 404846.0000 446581.6000 6081.46 EU,kOAD 12 404823.8000 448576,5000 6081.75 EO.ROAD (,] EXISTING BUILDING FEATURES 13 404834.5000 446531.0000 6060.72 E.G.ROAD 14 404849.2000 446535.3000 6080.87 EO.ROAD - 15 404853 -2000 446493,4000 6078,68 E0 . ROAD - EXISTING POWERPOI_E 16 404840.7000 446492.3000 8078.62 E.O.ROAD 17 404846.2000 446462.8000 6075.24 E.O HOAH x 20 EXISTING SURVEY POINT TABLE AT RIGHT 18 4U4d57.2000 448483,iucD 6074.68 E.O.ROAu POINT ( TABLE 19 404865.8000 446430.7000 6069.39 E.O.ROAD 20 404851.5000 446427.5000 6069.77 E.O.ROAD 21 404856.1000 446401.4000 6065.77 EO,ROAD ®80.00 -°-- PROPOSED INDEX CONTOUR (DATUM ELEV = 6000 FT) 22 40 4875 -0000 446404.8000 6065.56 EOo ROAD 23 404887,9000 446368.0000 6061.74 EO.RBAD 24 404863.1000 446368.9000 6081.17 EO.ROAD - PROPOSED INTERMEDIATE CONTOUR 25 404881,0000 446309.7000 6059.23 E.O,RDAD 26 404845.3000 446357.9000 6059.94 E.O. ROAD PROPOSED BUILDING FEATURES 27 404854.6000 446371.6000 6062.09 GUARD RAIL 28 4048528000 44640220W 6066.93 GUARD RAIL - •+- ••• - -+- PROPOSED SCALE WITH FLOW DIRECTION 29 4048474000 446432.8000 6071.55 GUARD RAIL 30 4048427000 446463.2000 6076.18 GUARD RAIL 31 40483&1000 446493,8000 6079.40 GUARD RAIL NEW CONCRETE 32 4048333000 446524.5000 6080.92 GUARD RAIL 33 404825.4000 446554.5000 6081.55 GUARD RAIL 80.00 SPOT ELEVATION DATUM ELEV - 6000 FT 34 4048126000 4465726000 6082.73 WARD RNL :�.,,��_ ( ) 35 404815.2000 44651 8.2000 108144 FENCE CORNER TW TOP OF WALL BOW BOTTOM OUTSIDE OF WALL 38 404549.0000 446563.5000 6081.47 FENCE CORNER 37 404846.2000 448614.1000 6082.17 FENCE CORNER 38 404855.2000 446493.5000 6078.63 CL DITCH 39 404888,3000 ... 446439.2000 6069,82 CL DITCH 40 404890:7000 446363.9000 6062,29 CL DITCH 41 404875.6000 446317.6000 6058.76 CL DITCH 42 4049025000 446321.2000 6072.75 POWER POLE 43 40490&6000 446339.8000 6074.75 CND SHOT 44 4049023000 448356.3000 6076.14 GND SHOT 45 404885.2000 446402.4000 6077.65 CND SPOT _.._. - 48 404873.1000 446429.8000 6077.29 GND SHOT if 11 47 404861,6000 4446468.0000 6077.45 KIND SHOT -- --`- �� 48 404916.2000 446377.2000 6079.49 GND SHOT - ' - - -' 49 404879. 0000 446777.8000 6081.97 CL RR TRACKS - -- - - - 50 404876.6000 4467IC5000 6081.68 CL RR TRACKS -'' "- 51 40487 8,4000 446657.9000 6081.36 CL RR TRACKS 52 404884.7000 445602.1000 6081.10 CL RR TRACKS "•". / 53 404594.2000 446547.7000 6080.97 CL RR TRACKS - - 54 404907,1000 446496.1000 6080.71 CL RR TRACKS 81.20 - 55 404926.4000 446441.9000 6080.14 CL RR TRACKS. ._- 56 404947.5000 446309.5000 6079,93 CL RR TRACKS 57 404964.0000 446349.1000 6079.79 CL RR TRACKS 58 4u14920.4000 446329.0000 6079.72 CL RR TRACKS _ -- - 59 404508.3000 44630.5000 607ss7 c1. RR TRACKS _.. 80 404888.1000 4464320000 8079.77 CL RR TRACKS 61 404870.5000 446490.5000 6080.01 CL RR TRACKS .._.........__...._. ,._.__._....._. 62 4048627000 446541.3000 6080.47 CL RR TRACKS 63 404857.4000 446598.2000 6080.87 CL RR TRACKS - - -_... .... - ` 64 404852.3000 446661.0000 8081,29 CL RR TRACKS 65 404848,3000 446721.0000 6081.49 CL RR TRACKS 66 4U4849.BODO 446778.1000 6081.80 CL RR TRACKS -._ ___.. -'�'' . ..� •. - -• 87 404866.4000 446623.7000 608290 BLDG. PAD CORNER . 68 404844,7000 446621.8000 6082:95 BLDG, PAD CORNER \ •, �I 69 404826.6000 446620.3000 60B2.7B BLDG. PAD CORNER i 70 404884.6000 446783.2000 6061.29 CL DITCH i 71 4048822000 446726.4000 6080.93 CL DITCH 81.60 %'. 72 404883,7000 446671.8000 6080.38 CL DITCH 73 404889.1000 446623.6000 6080.38 CL DITCH 74 404892.9000 446594.8000 6080.11 CL DITCH 75 404900.3000 446555.2000 6079,79 CL DITCH - 78 404916.9000 448499.6000 6079.04 CL DITCH 77 404936.9000 446449.2000 6078.42 CL DITCH r 78 404959.0000 446395.8000 8078.08 CL DITCH 79 40497 8,6000 446346.3000 6077,81 CL DITCH 82:00 �"' - 80 404960.4000 446339.7000 6079.88 GND SHOT �>✓ 81 404949.7000 448335,9000 6079.75 GND SHOT - SEE DRAWING :1 wK GRADING 82 404934,4000 446337.9000 6079,31 GND SHOT AND DETAILS UNDER LOADOUT STRUCTURE 83 404917.4000 446364.3000 6079.25 GNU SHOT 84 404935.7000 446371.5000 6080.11 GND SHOT 85 404948 .8000 44637 &0000 6080.10 GND SHOT 88 404938.9000 446401.1000 6080.15 GND SHOT EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915OW 6080.04 GND SHOT 180 4048427000 446669.5000 6081.42 ED, POND 161 404836.3000 4466628000 6081.72 ED POND 162 404829,5000 446661,5000 608202 ED GONG 163 4048223000 446671.4000 606206 ED POND - - - -. J69- .•; 184' ! 164 404817,6000 446693.3000 6081.64 ED POND 165 404816.9000 446716.2000 6080.82 ED POND EXISTING DETENTION POND A 97 g 481 I ��g 166 404617.0000 446744.4000 6080.65 co POND I 167 404821.20W 446759.6000 6081.02 ED POND �X 188 404829.7000 446760.5000 5079.50 EO POND -. 177 178 11 17' ;' 169 4048321000 446748.3000 6077.35 CND SHOT _ i( 176 X -__ ... % // % i �O 0 • REGI S 170 404835.3000 448727.8000 6076.96 GND SHOT _ I 179 404831.!000 446700.3000 6077.44 GND SHOT x 172 40483&0000 446676.0000 8077.76 754 J�.L08� a t�� ON 1) SHOT 173 404834.4000 446667.6000 6077.63 GND SHOT ci •O 174 404830.0000 446669.2000 6078,09 GND SHOT 175- 404825:3000.. 448878.7000 6077.88 GND SHOf • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' 88 4 404906.8000 4 446389.1000 6 6079.53 G GND SHOT 92 4 404910.4000 4 448488.9000 6 6080.78 G GND SHOT - 9 93 4 404895.1000 4 446465.4000 6 608048 G GND SHOT 94 4 404880,6000 4 446463.9000 6 6080.16 G GND SHOT 95 4 404876.0000 4 446485.3000 6 6080.23 G GNO SHOT 98 4 4048921000 4 448487.4000 6 6080.67 G GND SHOT 97 4 404904.9000 4 446400.8000 6 6080.69 G GND SHOT _ 98 4048"'OOW 446500.1 0. N 99 404085.1000 448507.40W 6060.81 GND SHO T 100 404871.3000 448508.1000 6080.45 CND SHOT 101 404888.4000 446543.8000 6080.72 GND SHOT 102 404878.7000 448546.1000 6081.29 GND SHOT .. 103 464890.5000 446547.7000 6081.34 GNO SHOT 104 404883.7000 446582.5000 6081.30 GNO SHOT 105 4048712000 446580.4000 6081.28 GND SHOT 106 404881.90W 446579.2000 6081.13 GND SHOT 107 404859.3000 446613.8000 6081.37 GND SHOT 108 404870.8000 446613,7000 6081.46 GND SHOT 109 404879.5000 446614.8000 6081.49 GND SHOT 110 404888.8000 446459.4000 6078.95 ONE SHOT 111 4048754000 446434.6000 6079.36 GND SHOT 112 404887.8000 4464052000 6079.58 CND SHOT 113 4049022000 446371.0000 6079.03 GND SHOT 114 4049119000 4463428000 6079.42 GND SHOT 115 404974 .5000 446343.4000 6079.49 TOO DITCH 118 404953,0000 4463929000 6079.61 TOB DITCH 117 404933.8000 446444.2000 6080.17 TOG DITCH 111 404913.9000 446496.6000 6080.35 TOD DITCH 119 404896.7000 446555,2000 6081.03 TOO DITCH 120 404817.5000 446804,9000 6089.44 GND SHOT 121 404835.7000 448585.2000 6082.00 CND SHOT 122 404835,7000 44680.3.8000 6082.01 GND SHOT 123 404825,4000 448634.1000 6081.63 ONO SHOT 124 404820.2000 446651.5000 6081.75 GND SHOT 725 404822.8000 448619.0000 608220 GND SHOT 126 404812.4000 446612.7000 608276 GND SHOT 127 404820.4000 446639.4000 6082.51 BLDG. PAD CORNER 128 404810.7000 44663&4000 608257 BLDG. PAD CORNER 129 404811.8000 448825.1000 608283 BLDG. PAD CORNER 130 404808.1000 446648.3000 6083.47 FENCE CORNER 131 404636.5000 446614.5000 6082.31 FENCE CORNER 132 404833.3000 4466524000 6082.21 FENCE CORNER 133 404811.0000 446655.7000 6083.72 FENCE CORNER 134 4048229000 448661.4000 6083.26 BLDG PAD CORNER 135 404840,9000 446663.2000 6083.25 BLDG PAD CORNER 1056 138 4048628000 446685.1000 608324 BLDG PAD CORNER X . _... - 137 404845..'!/4"-0 445 508137 .:.- G..0 Lr Ourfl 1 - 138 404872.30(.0 446638.1000 6082.00 GND SHOT 72 71 n 70 139 404870,6000 446655:4000 6082.02 GND SHOT - - -' 140 404867.7000 446681.9000 6082.11 GNO SHOT - '_ - - 49 141 404867.4000 446708.5000 6082.43 GND S107 142 40486 &0000 446736.3000 608254 GND SHOT 143 404889.0000 446781.6000 608254 GND SHOT - -- 144 404869.1000 44877 8-1000 8082.51 GND SHOT 145 404656 7000 446778 )000 608217 GND SHOT _ - - ._..743. .. ...__.. - -- _ 144 146 404858.6000 416759.7000 608244 GND SHOT % lA2- - ---- % % 147 404855.3000 448730.2000 6082.29 GND SHOT 148 404835.2000 448701.3000 6082.11 GNU SHOT 149 404856,6000 446867.5000 608208 ONO SHOT 150 404851.7000 446652.0000 808 GND SHOT 145 153 404059.4000 446635.4000 6087.81 1,81 GND SHOT - -.. 6082 . -.-.._ ,. 152 404819.3000 446669.6000 6082.85 FENCE CORNER _._._. 147 - -�__. % , -. -- % 153 404807.2000 44672 &1000 6061.06 FENCE C�tNEft -- ...IL. -. .... _.. M - - - --� -- -- - - -- 164 401816.1000 44$771.8000 604t.e2 FENCE CORNER 66 155 404840.7000 44877 8,6000 6081.89 'FENCE CORNER 158 404830.5000 44875&0000 60 79.64 ! O POND 167 404&39.1000 446752.6000 8081.90 0 OND "^' -•, ' "^' -'1, I OUTLINE OF STRUCTURAL -' 13 FRAMEWORK ABOVEGROUND -:.ia1 X 122 / a 333 _ _ 6082 _ t3a -x lig ' 6082 \ 1 �. H 9�2 X 174 69 ns % 4 1 ¢ \'.. 125 ` I 934 yc 1 / 327 12�i y 34 j `. ,120 - 35 H `' %� 5 , ITI SITE l� SCALE: 1" = 20' H )END LE( E.��p.pp''� PHn)p 11 -407 0 16 17 C' ',,1 toy; - Paint stotl4tice: M' 0 Storting point numbar. I - ?696 EXISTING INDEX CONTOUR Conant pant number: 186 ('C Inalwtas Hxkun Ping -- - EXISTING INTERMEDIATE CONTOUR cerl�t ewidL a m: (a;; Ppinl Northing Eostin9 E lon - Doaulption EXISTING FENCE LINE EXISTING RAILROAD TRACK t 404907.7300 446224.1700 6057 -80 CL E'Lr ^,:4r 2 4 .04881.6400 M82&3.1e00 5Ogu.87 DP, AIN (; ?E 3 404845.3100 448374.4600 6057.71 ORNN GRAZE - = EXISTING ROAD 4 404824.01 446436.4500 6059 36 ri Rn,,n 5 4041315 5•HR) 4464.341100 nFwllM EnRnnn EXISTING WATER FEATURES 6 404796.2200 446430.1000 606259 CL ROAD 7 404BI9.4300 4463611700 5061.61 CI. ROAD B 404837,8000 446369.0000 6D60.10 G. ROAD EXISTING GUARD RAIL 9 404871.5000 446279.9000 6658 -92 EO. ROAD " 10 404852.2000 448275,2000 6060.39 CL ROAD - ',•� - EXISTING RETAINING WALT_ 11 404846.0000 446581.6000 6081.46 EU,kOAD 12 404823.8000 448576,5000 6081.75 EO.ROAD (,] EXISTING BUILDING FEATURES 13 404834.5000 446531.0000 6060.72 E.G.ROAD 14 404849.2000 446535.3000 6080.87 EO.ROAD - 15 404853 -2000 446493,4000 6078,68 E0 . ROAD - EXISTING POWERPOI_E 16 404840.7000 446492.3000 8078.62 E.O.ROAD 17 404846.2000 446462.8000 6075.24 E.O HOAH x 20 EXISTING SURVEY POINT TABLE AT RIGHT 18 4U4d57.2000 448483,iucD 6074.68 E.O.ROAu POINT ( TABLE 19 404865.8000 446430.7000 6069.39 E.O.ROAD 20 404851.5000 446427.5000 6069.77 E.O.ROAD 21 404856.1000 446401.4000 6065.77 EO,ROAD ®80.00 -°-- PROPOSED INDEX CONTOUR (DATUM ELEV = 6000 FT) 22 40 4875 -0000 446404.8000 6065.56 EOo ROAD 23 404887,9000 446368.0000 6061.74 EO.RBAD 24 404863.1000 446368.9000 6081.17 EO.ROAD - PROPOSED INTERMEDIATE CONTOUR 25 404881,0000 446309.7000 6059.23 E.O,RDAD 26 404845.3000 446357.9000 6059.94 E.O. ROAD PROPOSED BUILDING FEATURES 27 404854.6000 446371.6000 6062.09 GUARD RAIL 28 4048528000 44640220W 6066.93 GUARD RAIL - •+- ••• - -+- PROPOSED SCALE WITH FLOW DIRECTION 29 4048474000 446432.8000 6071.55 GUARD RAIL 30 4048427000 446463.2000 6076.18 GUARD RAIL 31 40483&1000 446493,8000 6079.40 GUARD RAIL NEW CONCRETE 32 4048333000 446524.5000 6080.92 GUARD RAIL 33 404825.4000 446554.5000 6081.55 GUARD RAIL 80.00 SPOT ELEVATION DATUM ELEV - 6000 FT 34 4048126000 4465726000 6082.73 WARD RNL :�.,,��_ ( ) 35 404815.2000 44651 8.2000 108144 FENCE CORNER TW TOP OF WALL BOW BOTTOM OUTSIDE OF WALL 38 404549.0000 446563.5000 6081.47 FENCE CORNER 37 404846.2000 448614.1000 6082.17 FENCE CORNER 38 404855.2000 446493.5000 6078.63 CL DITCH 39 404888,3000 ... 446439.2000 6069,82 CL DITCH 40 404890:7000 446363.9000 6062,29 CL DITCH 41 404875.6000 446317.6000 6058.76 CL DITCH 42 4049025000 446321.2000 6072.75 POWER POLE 43 40490&6000 446339.8000 6074.75 CND SHOT 44 4049023000 448356.3000 6076.14 GND SHOT 45 404885.2000 446402.4000 6077.65 CND SPOT _.._. - 48 404873.1000 446429.8000 6077.29 GND SHOT if 11 47 404861,6000 4446468.0000 6077.45 KIND SHOT -- --`- �� 48 404916.2000 446377.2000 6079.49 GND SHOT - ' - - -' 49 404879. 0000 446777.8000 6081.97 CL RR TRACKS - -- - - - 50 404876.6000 4467IC5000 6081.68 CL RR TRACKS -'' "- 51 40487 8,4000 446657.9000 6081.36 CL RR TRACKS 52 404884.7000 445602.1000 6081.10 CL RR TRACKS "•". / 53 404594.2000 446547.7000 6080.97 CL RR TRACKS - - 54 404907,1000 446496.1000 6080.71 CL RR TRACKS 81.20 - 55 404926.4000 446441.9000 6080.14 CL RR TRACKS. ._- 56 404947.5000 446309.5000 6079,93 CL RR TRACKS 57 404964.0000 446349.1000 6079.79 CL RR TRACKS 58 4u14920.4000 446329.0000 6079.72 CL RR TRACKS _ -- - 59 404508.3000 44630.5000 607ss7 c1. RR TRACKS _.. 80 404888.1000 4464320000 8079.77 CL RR TRACKS 61 404870.5000 446490.5000 6080.01 CL RR TRACKS .._.........__...._. ,._.__._....._. 62 4048627000 446541.3000 6080.47 CL RR TRACKS 63 404857.4000 446598.2000 6080.87 CL RR TRACKS - - -_... .... - ` 64 404852.3000 446661.0000 8081,29 CL RR TRACKS 65 404848,3000 446721.0000 6081.49 CL RR TRACKS 66 4U4849.BODO 446778.1000 6081.80 CL RR TRACKS -._ ___.. -'�'' . ..� •. - -• 87 404866.4000 446623.7000 608290 BLDG. PAD CORNER . 68 404844,7000 446621.8000 6082:95 BLDG, PAD CORNER \ •, �I 69 404826.6000 446620.3000 60B2.7B BLDG. PAD CORNER i 70 404884.6000 446783.2000 6061.29 CL DITCH i 71 4048822000 446726.4000 6080.93 CL DITCH 81.60 %'. 72 404883,7000 446671.8000 6080.38 CL DITCH 73 404889.1000 446623.6000 6080.38 CL DITCH 74 404892.9000 446594.8000 6080.11 CL DITCH 75 404900.3000 446555.2000 6079,79 CL DITCH - 78 404916.9000 448499.6000 6079.04 CL DITCH 77 404936.9000 446449.2000 6078.42 CL DITCH r 78 404959.0000 446395.8000 8078.08 CL DITCH 79 40497 8,6000 446346.3000 6077,81 CL DITCH 82:00 �"' - 80 404960.4000 446339.7000 6079.88 GND SHOT �>✓ 81 404949.7000 448335,9000 6079.75 GND SHOT - SEE DRAWING :1 wK GRADING 82 404934,4000 446337.9000 6079,31 GND SHOT AND DETAILS UNDER LOADOUT STRUCTURE 83 404917.4000 446364.3000 6079.25 GNU SHOT 84 404935.7000 446371.5000 6080.11 GND SHOT 85 404948 .8000 44637 &0000 6080.10 GND SHOT 88 404938.9000 446401.1000 6080.15 GND SHOT EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915OW 6080.04 GND SHOT 180 4048427000 446669.5000 6081.42 ED, POND 161 404836.3000 4466628000 6081.72 ED POND 162 404829,5000 446661,5000 608202 ED GONG 163 4048223000 446671.4000 606206 ED POND - - - -. J69- .•; 184' ! 164 404817,6000 446693.3000 6081.64 ED POND 165 404816.9000 446716.2000 6080.82 ED POND EXISTING DETENTION POND A 97 g 481 I ��g 166 404617.0000 446744.4000 6080.65 co POND I 167 404821.20W 446759.6000 6081.02 ED POND �X 188 404829.7000 446760.5000 5079.50 EO POND -. 177 178 11 17' ;' 169 4048321000 446748.3000 6077.35 CND SHOT _ i( 176 X -__ ... % // % i �O 0 • REGI S 170 404835.3000 448727.8000 6076.96 GND SHOT _ I 179 404831.!000 446700.3000 6077.44 GND SHOT x 172 40483&0000 446676.0000 8077.76 754 J�.L08� a t�� ON 1) SHOT 173 404834.4000 446667.6000 6077.63 GND SHOT ci •O 174 404830.0000 446669.2000 6078,09 GND SHOT 175- 404825:3000.. 448878.7000 6077.88 GND SHOf • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' "^' -•, ' "^' -'1, I OUTLINE OF STRUCTURAL -' 13 FRAMEWORK ABOVEGROUND -:.ia1 X 122 / a 333 _ _ 6082 _ t3a -x lig ' 6082 \ 1 �. H 9�2 X 174 69 ns % 4 1 ¢ \'.. 125 ` I 934 yc 1 / 327 12�i y 34 j `. ,120 - 35 H `' %� 5 , ITI SITE l� SCALE: 1" = 20' H )END LE( E.��p.pp''� PHn)p 11 -407 0 16 17 C' ',,1 toy; - Paint stotl4tice: M' 0 Storting point numbar. I - ?696 EXISTING INDEX CONTOUR Conant pant number: 186 ('C Inalwtas Hxkun Ping -- - EXISTING INTERMEDIATE CONTOUR cerl�t ewidL a m: (a;; Ppinl Northing Eostin9 E lon - Doaulption EXISTING FENCE LINE EXISTING RAILROAD TRACK t 404907.7300 446224.1700 6057 -80 CL E'Lr ^,:4r 2 4 .04881.6400 M82&3.1e00 5Ogu.87 DP, AIN (; ?E 3 404845.3100 448374.4600 6057.71 ORNN GRAZE - = EXISTING ROAD 4 404824.01 446436.4500 6059 36 ri Rn,,n 5 4041315 5•HR) 4464.341100 nFwllM EnRnnn EXISTING WATER FEATURES 6 404796.2200 446430.1000 606259 CL ROAD 7 404BI9.4300 4463611700 5061.61 CI. ROAD B 404837,8000 446369.0000 6D60.10 G. ROAD EXISTING GUARD RAIL 9 404871.5000 446279.9000 6658 -92 EO. ROAD " 10 404852.2000 448275,2000 6060.39 CL ROAD - ',•� - EXISTING RETAINING WALT_ 11 404846.0000 446581.6000 6081.46 EU,kOAD 12 404823.8000 448576,5000 6081.75 EO.ROAD (,] EXISTING BUILDING FEATURES 13 404834.5000 446531.0000 6060.72 E.G.ROAD 14 404849.2000 446535.3000 6080.87 EO.ROAD - 15 404853 -2000 446493,4000 6078,68 E0 . ROAD - EXISTING POWERPOI_E 16 404840.7000 446492.3000 8078.62 E.O.ROAD 17 404846.2000 446462.8000 6075.24 E.O HOAH x 20 EXISTING SURVEY POINT TABLE AT RIGHT 18 4U4d57.2000 448483,iucD 6074.68 E.O.ROAu POINT ( TABLE 19 404865.8000 446430.7000 6069.39 E.O.ROAD 20 404851.5000 446427.5000 6069.77 E.O.ROAD 21 404856.1000 446401.4000 6065.77 EO,ROAD ®80.00 -°-- PROPOSED INDEX CONTOUR (DATUM ELEV = 6000 FT) 22 40 4875 -0000 446404.8000 6065.56 EOo ROAD 23 404887,9000 446368.0000 6061.74 EO.RBAD 24 404863.1000 446368.9000 6081.17 EO.ROAD - PROPOSED INTERMEDIATE CONTOUR 25 404881,0000 446309.7000 6059.23 E.O,RDAD 26 404845.3000 446357.9000 6059.94 E.O. ROAD PROPOSED BUILDING FEATURES 27 404854.6000 446371.6000 6062.09 GUARD RAIL 28 4048528000 44640220W 6066.93 GUARD RAIL - •+- ••• - -+- PROPOSED SCALE WITH FLOW DIRECTION 29 4048474000 446432.8000 6071.55 GUARD RAIL 30 4048427000 446463.2000 6076.18 GUARD RAIL 31 40483&1000 446493,8000 6079.40 GUARD RAIL NEW CONCRETE 32 4048333000 446524.5000 6080.92 GUARD RAIL 33 404825.4000 446554.5000 6081.55 GUARD RAIL 80.00 SPOT ELEVATION DATUM ELEV - 6000 FT 34 4048126000 4465726000 6082.73 WARD RNL :�.,,��_ ( ) 35 404815.2000 44651 8.2000 108144 FENCE CORNER TW TOP OF WALL BOW BOTTOM OUTSIDE OF WALL 38 404549.0000 446563.5000 6081.47 FENCE CORNER 37 404846.2000 448614.1000 6082.17 FENCE CORNER 38 404855.2000 446493.5000 6078.63 CL DITCH 39 404888,3000 ... 446439.2000 6069,82 CL DITCH 40 404890:7000 446363.9000 6062,29 CL DITCH 41 404875.6000 446317.6000 6058.76 CL DITCH 42 4049025000 446321.2000 6072.75 POWER POLE 43 40490&6000 446339.8000 6074.75 CND SHOT 44 4049023000 448356.3000 6076.14 GND SHOT 45 404885.2000 446402.4000 6077.65 CND SPOT _.._. - 48 404873.1000 446429.8000 6077.29 GND SHOT if 11 47 404861,6000 4446468.0000 6077.45 KIND SHOT -- --`- �� 48 404916.2000 446377.2000 6079.49 GND SHOT - ' - - -' 49 404879. 0000 446777.8000 6081.97 CL RR TRACKS - -- - - - 50 404876.6000 4467IC5000 6081.68 CL RR TRACKS -'' "- 51 40487 8,4000 446657.9000 6081.36 CL RR TRACKS 52 404884.7000 445602.1000 6081.10 CL RR TRACKS "•". / 53 404594.2000 446547.7000 6080.97 CL RR TRACKS - - 54 404907,1000 446496.1000 6080.71 CL RR TRACKS 81.20 - 55 404926.4000 446441.9000 6080.14 CL RR TRACKS. ._- 56 404947.5000 446309.5000 6079,93 CL RR TRACKS 57 404964.0000 446349.1000 6079.79 CL RR TRACKS 58 4u14920.4000 446329.0000 6079.72 CL RR TRACKS _ -- - 59 404508.3000 44630.5000 607ss7 c1. RR TRACKS _.. 80 404888.1000 4464320000 8079.77 CL RR TRACKS 61 404870.5000 446490.5000 6080.01 CL RR TRACKS .._.........__...._. ,._.__._....._. 62 4048627000 446541.3000 6080.47 CL RR TRACKS 63 404857.4000 446598.2000 6080.87 CL RR TRACKS - - -_... .... - ` 64 404852.3000 446661.0000 8081,29 CL RR TRACKS 65 404848,3000 446721.0000 6081.49 CL RR TRACKS 66 4U4849.BODO 446778.1000 6081.80 CL RR TRACKS -._ ___.. -'�'' . ..� •. - -• 87 404866.4000 446623.7000 608290 BLDG. PAD CORNER . 68 404844,7000 446621.8000 6082:95 BLDG, PAD CORNER \ •, �I 69 404826.6000 446620.3000 60B2.7B BLDG. PAD CORNER i 70 404884.6000 446783.2000 6061.29 CL DITCH i 71 4048822000 446726.4000 6080.93 CL DITCH 81.60 %'. 72 404883,7000 446671.8000 6080.38 CL DITCH 73 404889.1000 446623.6000 6080.38 CL DITCH 74 404892.9000 446594.8000 6080.11 CL DITCH 75 404900.3000 446555.2000 6079,79 CL DITCH - 78 404916.9000 448499.6000 6079.04 CL DITCH 77 404936.9000 446449.2000 6078.42 CL DITCH r 78 404959.0000 446395.8000 8078.08 CL DITCH 79 40497 8,6000 446346.3000 6077,81 CL DITCH 82:00 �"' - 80 404960.4000 446339.7000 6079.88 GND SHOT �>✓ 81 404949.7000 448335,9000 6079.75 GND SHOT - SEE DRAWING :1 wK GRADING 82 404934,4000 446337.9000 6079,31 GND SHOT AND DETAILS UNDER LOADOUT STRUCTURE 83 404917.4000 446364.3000 6079.25 GNU SHOT 84 404935.7000 446371.5000 6080.11 GND SHOT 85 404948 .8000 44637 &0000 6080.10 GND SHOT 88 404938.9000 446401.1000 6080.15 GND SHOT EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915OW 6080.04 GND SHOT 180 4048427000 446669.5000 6081.42 ED, POND 161 404836.3000 4466628000 6081.72 ED POND 162 404829,5000 446661,5000 608202 ED GONG 163 4048223000 446671.4000 606206 ED POND - - - -. J69- .•; 184' ! 164 404817,6000 446693.3000 6081.64 ED POND 165 404816.9000 446716.2000 6080.82 ED POND EXISTING DETENTION POND A 97 g 481 I ��g 166 404617.0000 446744.4000 6080.65 co POND I 167 404821.20W 446759.6000 6081.02 ED POND �X 188 404829.7000 446760.5000 5079.50 EO POND -. 177 178 11 17' ;' 169 4048321000 446748.3000 6077.35 CND SHOT _ i( 176 X -__ ... % // % i �O 0 • REGI S 170 404835.3000 448727.8000 6076.96 GND SHOT _ I 179 404831.!000 446700.3000 6077.44 GND SHOT x 172 40483&0000 446676.0000 8077.76 754 J�.L08� a t�� ON 1) SHOT 173 404834.4000 446667.6000 6077.63 GND SHOT ci •O 174 404830.0000 446669.2000 6078,09 GND SHOT 175- 404825:3000.. 448878.7000 6077.88 GND SHOf • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' - SEE DRAWING :1 wK GRADING 82 404934,4000 446337.9000 6079,31 GND SHOT AND DETAILS UNDER LOADOUT STRUCTURE 83 404917.4000 446364.3000 6079.25 GNU SHOT 84 404935.7000 446371.5000 6080.11 GND SHOT 85 404948 .8000 44637 &0000 6080.10 GND SHOT 88 404938.9000 446401.1000 6080.15 GND SHOT EXISTING TRANSFORMER PAD TO REMAIN 87 404919.9000 4463915OW 6080.04 GND SHOT 180 4048427000 446669.5000 6081.42 ED, POND 161 404836.3000 4466628000 6081.72 ED POND 162 404829,5000 446661,5000 608202 ED GONG 163 4048223000 446671.4000 606206 ED POND - - - -. J69- .•; 184' ! 164 404817,6000 446693.3000 6081.64 ED POND 165 404816.9000 446716.2000 6080.82 ED POND EXISTING DETENTION POND A 97 g 481 I ��g 166 404617.0000 446744.4000 6080.65 co POND I 167 404821.20W 446759.6000 6081.02 ED POND �X 188 404829.7000 446760.5000 5079.50 EO POND -. 177 178 11 17' ;' 169 4048321000 446748.3000 6077.35 CND SHOT _ i( 176 X -__ ... % // % i �O 0 • REGI S 170 404835.3000 448727.8000 6076.96 GND SHOT _ I 179 404831.!000 446700.3000 6077.44 GND SHOT x 172 40483&0000 446676.0000 8077.76 754 J�.L08� a t�� ON 1) SHOT 173 404834.4000 446667.6000 6077.63 GND SHOT ci •O 174 404830.0000 446669.2000 6078,09 GND SHOT 175- 404825:3000.. 448878.7000 6077.88 GND SHOf • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' 180 4048427000 446669.5000 6081.42 ED, POND 161 404836.3000 4466628000 6081.72 ED POND 162 404829,5000 446661,5000 608202 ED GONG 163 4048223000 446671.4000 606206 ED POND - - - -. J69- .•; 184' ! 164 404817,6000 446693.3000 6081.64 ED POND 165 404816.9000 446716.2000 6080.82 ED POND EXISTING DETENTION POND A 97 g 481 I ��g 166 404617.0000 446744.4000 6080.65 co POND I 167 404821.20W 446759.6000 6081.02 ED POND �X 188 404829.7000 446760.5000 5079.50 EO POND -. 177 178 11 17' ;' 169 4048321000 446748.3000 6077.35 CND SHOT _ i( 176 X -__ ... % // % i �O 0 • REGI S 170 404835.3000 448727.8000 6076.96 GND SHOT _ I 179 404831.!000 446700.3000 6077.44 GND SHOT x 172 40483&0000 446676.0000 8077.76 754 J�.L08� a t�� ON 1) SHOT 173 404834.4000 446667.6000 6077.63 GND SHOT ci •O 174 404830.0000 446669.2000 6078,09 GND SHOT 175- 404825:3000.. 448878.7000 6077.88 GND SHOf • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' • 314 ; 176 404820.3000 446700.4000 6078.04 ON SHOT a N • 177 404821.2000 446722.4000 6077.46 GND SHOT A • .0= - N8 404820. 9000_ 446745.1000 6077,84 GND SHOT 179 404825.9000 446753.6000 6077.81 GNO SHOT �,4 • • .S� 180 404830.0000 446754.7000 6077.84 GND SHOT 181 404a29.WW 4467150.8000 6079.60.. GNO SHOT 182 - 404833.7000 446758.0000 6079.72 GND SHOT 183 404839.7000 448763.8000 6081.41 ONO SHOT --- 184. 4048320000 448787.600_ 8080.90 GNO SHOT 195 404825.8000 448770.500 6081.32 ONE SHOT 1003 404477.9000 446087.700 6231.09 Bnckslght Sla Non 1036 404854.9000 446478.6000 6079.70 Foroelghl Stotlon 1 D56 40465&8000 448755.7000 6084.71 CONTROL PT. No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' No DESCRIPTION I BY ICHKD.IAPPROVEDTDATE A ISSUE FOR CONSTRUCTION BIDDING A ND PERMITTING BRJ ALS MHL 7/97 STO RETENTION POND BRJ MHL RLK 4/98 O REVI RETENTION POND DISCHARGE PIPING BRJ MHL RLK 7/98 n - - - -- g�iO > LL.E I V I I I I I t J DRAW N o. DRAWING TITLE U) 2 LOAD OUT AREA PLAN VIEW AND SITE DETAIL INCORPORATED rrttrAKtu rvrc __ (,1CVli )'71 t cu ►�I�q ho MOUNTAIN COAL COMPANY Weat Elk Mine PO Box 591 Somerset, Colorado 81434 Telephone: 303 929 -5015 11 1 LL PRODPIMED AND rq h 'nom SITE 4/1�UI �{ l PLAN awol I DIVI419N ,tt 1 ,_ _r.4un, Mining Bnu • -..,_ ., Mining and Sly PftO.)ECT: 11 7q7 DATE JULY g DRAWING REVISION SCALL' 1 ® d T 4 � � i G� SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4' SLOPE GUTTER TO DRAIN LONGITUDINALLY AT 0.5% MINIMUM EXISTING SURFACE OF PARKING AREA 4'