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r { <br /> 3 5 6 7 <br /> LEGEND: = o w o m <br /> / e0� <br /> MINE PERMIT BOUNDARY .0LU <br /> n <br /> TRACT BOUNDARY <br /> 0 <br /> or <br /> o ,aoakroa m <br /> / EASEMENT nuaoan +. e <br /> // aescavoia I C <br /> EFFECTIVE FIOODWAV � y o <br /> --------------- EFFECTIVE ZONE AE I oJ`a <br /> F - - _- -_ <br /> - EFFECTIVE ZONE X SEC. L <br /> _ PRE-PROJECT/MINING 1 ris>aEn Wr <br /> CONDITIONS 100-YR FLOODPLAIN L <br /> EXISTING WETLAND BOUNDARY <br /> $ _ I EXISTING EDGE OF WATER <br /> EXISTING 2'CONTOURS <br /> / f SETTLING POND/ SLURRY EXISTING FENCE co <br /> WALL o <br /> �0 / / o DISCHARGE POINT EXISTING EDGE OF ROAD o sown •� <br /> yy / <br /> DW �J �. - EXISTING ELECTRIC LINE SEC. <br /> EXISTINGOVERHEAD 12 <br /> 17'PIPE FOR I ELECTRIC LINE <br /> -/ /00"/ FIG 5 DEWATERING I EXISTING GAS LINE KEY MAP <br /> T O O� EXISTING WATER LINE <br /> !/ NOT TO SCeIF <br /> `LIMIT OF MIND ('� EXISTING TELEPHONE LINE <br /> EXCAVATIONCONEYOR I CROSSING - - - - PROPOSED SLURRY WALL <br /> G TO 13EOVER INSTALLED DUR NG M NING N I 12"PIPE FOR <br /> E FIG4 WEST CELL AND THEN REMOVED ` DEWATERING — LIMIT OF MINING EXCAVATION <br /> ` PER SLOPE STABILITY ANALYSIS <br /> /\ OVERHEAD CONVEY SURFACE DEWATERING TRENCH <br /> DURINGMININGIN —DW—DW—DW— 12"PIPE FOR DEWATERING <br /> 500y I I Q Q ON SITE HAUL ROAD/CONVEYOR <br /> 4 oo I N3 0 I I PROPOSED ACCESS <br /> II f <br /> III z'00 / WEST AREA I I ® OVERBURDEN&TOPSOIL STOCKPILES <br /> \ ,I 0`00 F -� ® TOPSOIL STOCKPILE <br /> FIG \ \ <br /> \ TOPSOIL SCREENING <br /> / I '•'•'••-••••• BERM W/GRASS COVER <br /> y I <br /> /I C SETTLING POND/DISCHARGE POINT <br /> W. 3.00 I 2.00 I00 0+00 FIG 3 <br /> EXISTING ASPHALT ROAD <br /> D EXISTING SOUTH PLATTE RIVER <br /> 1 � <br /> / j I O N UDFCD STABILIZATION <br /> 1 I tLL > i <br /> / I m <br /> MATCHLINE SEE LEFT <br /> ( It I ABANDONED DITCH CA <br /> W ---- -._-.. <br /> LATERAL TO BE /r __ U.] �.� <br /> U { DEMO SHED DURI <br /> INITIAL PHASE OF LU �-NG I - - -- <br /> 1 - - - m <br /> -i .'TOP30R. Z <br /> U / I MINING Z ' .-. i <br /> _ / 1_Po _ � / I = _ EXISTING ._ <br /> I /�--`- 0SITE ACCESS 3 + 1 / SCREEN NG BERMIL o 3 <br /> / \ <br /> W '� I I a 0 2 K l G O,Po E 1 .0 .00 00 0+00 FIGS U <br /> 60'Row Q <br /> SOUTH AREA <br /> ° �ASE 1) J a a <br /> 0 <br /> ��� 1 I FIGS yj K <br /> w � <br /> O I /I/ � LIMIT OF MINING o <br /> a /I <br /> U I <br /> I / 0 10 ROW RESERVED o� EXCAVATION <br /> i J/ / / I SITE <br /> z I ACCESS <br /> a / <br /> J <br /> A 0+00 1+00 2-00 '3.0 +80 <br /> / FIG 3 NO SURFACE STOCKPILES EAST <br /> m O OF EFFECTIVE FLOODWAV <br /> I � / SITE ACCESS <br /> N / O ENTRANCE I I \ I U <br /> y I / HAUL ROAD SETTLING DISCHARGE POINT/ V) <br /> ix <br /> c B I ` FIGS \ / 60'ROW I I H \ J <br /> S <br /> m I / 8 GRASSED TOPSOIL O �. I I FIG 4 W j w Q <br /> •\� SCREENING BERM RESERVED QZ Q <br /> O I { fpPs01L - —�` FIGJ6 ) SLWALL. I I ..q Z L)w <br /> m • <br /> = C Pxa `� '•TQP�SO{L' FIG 5 ( APPROXIMATE LOCATION OF THE LU V) <br /> HWY7(ROW WIDTH ARiE-� � � �- — <br /> O - _--- SOUTH PLATTE RIVER TOP OF <br /> CHANNEL PER APRIL 2002 UDFCD Q <br /> MASTER PLAN STUDY— _ <br /> � <br /> SOUTH PLAN <br /> o A Pmjea No.: 200-23514-18004 <br /> EXISTING �- ' SCALE.1"=150' �ro netl B,: DF L <br /> d E TE ACCE S GRASSED TOPSOIL <br /> N <br /> K SCREENINGBERM \ N Drawn By: CFW <br /> a t�+DOS-2+00�•00 0+00 FIGS o' \I F <br /> Chew By: PH I <br /> WEST PLAN MATCHLINE SEE RIGHT 0 75' 150' 300' 75' 150, 300' F I V <br /> C SCALE'V=150' SCALE.1"=150, <br /> _ SCALE:1"=150' EXHIBIT <br /> limmommommommaI Bar Measures 1 inch <br />