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Y <br />U_ <br />a <br />N <br />L0 <br />c <br />M <br />O <br />N <br />0 50 100 200 <br />SCALE: 1" = 100' <br />CONTOUR INTERVAL = 1 FOOT <br />oti <br />F <br />K.\ T `'ITE #6 <br />0 <br />LEGEND \ <br />5800 -- CONTOUR LINE <br />BASIN BOUNDARY <br />PERMIT BOUNDARY <br />(c\ BASIN LABEL <br />oy <br />F <br />6460 <br />6A <br />�O <br />"61 <br />\ sib <br />01F <br />6420_ <br />i <br />/ <br />i <br />\o� <br />G <br />6 "60 <br />MINE YARD <br />AREA 7 <br />PROPOSED RETEN ON <br />BERM. SEE SECTI N B -B <br />ON SHEET 3. <br />FF I E <br />Cn <br />A <br />rn w <br />p O <br />O <br />PROPOSED 18" <br />CULVERT <br />PORT AL <br />0 <br />N <br />\ S <br />S -13 <br />615" <br />NOTE: CONSTRUCT BERM IN O� <br />A MANNER TO CREATE POSITIVE <br />1 DRAINAGE ALON THE ENTIRE <br />ALIGNMENT (NO T OR UPHILL <br />6420 SECTIONS). <br />\ 64 - <br />J REVISION RLC DATE 5/26/2013 DAm gy RLC DATE 8/31/2012 , 2350 G Road PROPOSED DRAINAGE IMPROVEMENTS <br />REVISION RLC DATE 6/13/2013 DEFIED By PAM DAZE 8/31/2012 O / Connor Design Group, Inc. GrandJu(970)2Co.815 5 DRAINAGE DESIGN PLAN <br />U REVISION ®- DATE CHECKED BY PMO DATE 813112012 <br />Fax: (970) 241 -7852 COTTER CORPORATION MINE LP -21 SHEET 2 of 7 Li <br />