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0 o 0 <br />O O o O <br />N o O <br />i m <br />1 °% <br />DM -26 <br />7141 54 <br />�! <br />N 1,483,500 <br />I l '� <br />j 1 <br />I ) JJ J <br />x 7D 28.50 <br />r ( / <br />i <br />N 1,483,000 <br />1 � DM 2:2 <br />'\ 7119.34 <br />7 <br />J 711500 D -1 PILE <br />If / CREST AT 7136 DO" <br />N 1,482,500 <br />j DM-19 <br />)x % x 7101.30 <br />r �• i <br />N 1,482,000 <br />j J <br />o <br />a <br />BIGLER PILE \ <br />CREST AT 7150 50' <br />\> SO <br />I N 1,483,500 <br />LEGEND: <br />SCALE IN FEET <br />SCALE 1" = 200' <br />CONTOUR INTERVAL 2' <br />EXISTING 10' CONTOUR <br />- EXISTING 2' CONTOUR <br />UNPAVED ROAD <br />- CREST OF MINE SPOILS AREA <br />f tf- -- TOE OF MINE SPOILS AREA <br />J �, �V� r DM -19 <br />7101 30 - SURVEY CONTROL POINT <br />N 1,483,000 <br />� i I <br />0 <br />0 <br />/ j <br />,hf <br />it I <br />DM -21 <br />712482 <br />,1 1 <br />'\ / x'DM -18 <br />1 7125 75 1, �_- <br />J <br />1 <br />—{— N 1,482,500 <br />—{— N 1,482,000 <br />0 <br />0 <br />0 <br />NOTES: <br />1 ). THE LIMITS OF FEATURES SHOWN AND DESIGN <br />ASSUMPTIONS ARE BASED ON INTERPRETATIONS <br />OF SURFICIAL CONDITIONS AND RECENT TOPOGROPHY. <br />UNFORSEEN FIELD CONDITIONS WILL LIKELY BE <br />ENCOUNTERED REQUIRING MODIFICATIONS TO LIMITS <br />AND /OR LOCATIONS OF DESIGN DETAILS. <br />2). ALL BOUNDARIES SHOWN ARE APPROXIMATE ONLY. <br />3). CONSTRUCTION ACTIVITIES SHOULD BE PERFORMED <br />USING METHODS THAT MINIMIZE ADVERSE IMPACTS <br />TO THE; ENVIRONMENT. <br />4). POST RECLAMATION CONTOURS ARE INTENDED TO <br />SHOW GENERAL CONFIGURATION OF LAND USE ONLY. <br />5). REFER "f0 THE TECHNICAL SPECIFICATIONS FOR <br />CONSTRUCTION DETAILS. <br />MINE SPOIL PILE AREA TABLE <br />SPOIL PILE: <br />N <br />BIGLER PILE <br />100' <br />0 <br />100' <br />SCALE IN FEET <br />SCALE 1" = 200' <br />CONTOUR INTERVAL 2' <br />EXISTING 10' CONTOUR <br />- EXISTING 2' CONTOUR <br />UNPAVED ROAD <br />- CREST OF MINE SPOILS AREA <br />f tf- -- TOE OF MINE SPOILS AREA <br />J �, �V� r DM -19 <br />7101 30 - SURVEY CONTROL POINT <br />N 1,483,000 <br />� i I <br />0 <br />0 <br />/ j <br />,hf <br />it I <br />DM -21 <br />712482 <br />,1 1 <br />'\ / x'DM -18 <br />1 7125 75 1, �_- <br />J <br />1 <br />—{— N 1,482,500 <br />—{— N 1,482,000 <br />0 <br />0 <br />0 <br />NOTES: <br />1 ). THE LIMITS OF FEATURES SHOWN AND DESIGN <br />ASSUMPTIONS ARE BASED ON INTERPRETATIONS <br />OF SURFICIAL CONDITIONS AND RECENT TOPOGROPHY. <br />UNFORSEEN FIELD CONDITIONS WILL LIKELY BE <br />ENCOUNTERED REQUIRING MODIFICATIONS TO LIMITS <br />AND /OR LOCATIONS OF DESIGN DETAILS. <br />2). ALL BOUNDARIES SHOWN ARE APPROXIMATE ONLY. <br />3). CONSTRUCTION ACTIVITIES SHOULD BE PERFORMED <br />USING METHODS THAT MINIMIZE ADVERSE IMPACTS <br />TO THE; ENVIRONMENT. <br />4). POST RECLAMATION CONTOURS ARE INTENDED TO <br />SHOW GENERAL CONFIGURATION OF LAND USE ONLY. <br />5). REFER "f0 THE TECHNICAL SPECIFICATIONS FOR <br />CONSTRUCTION DETAILS. <br />MINE SPOIL PILE AREA TABLE <br />SPOIL PILE: <br />AREA (ACRES): <br />BIGLER PILE <br />4.35 AC. <br />D -1 PILE <br />10.95 AC. <br />D -2 PILE <br />7.13 AC. <br />SNYDER PILE <br />9.35 AC. <br />TOTAL: <br />31.78 AC. <br />