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N <br />M <br />0 <br />N <br />M <br />io <br />U <br />*NOTE: SEE SHEET 2 <br />FOR TIME -OF- CONCENTRATION <br />FL" PATHS FOR ONSITE BASINS <br />PROPOSED <br />VENT SITE #6 <br />EXISTING OPEN <br />DRAINAGE CHANNEL <br />oy <br />F\ <br />6Alp0 <br />4f <br />N4.20 A <br />3 <br />0 <br />0 <br />(0 , <br />_�° IilAli t <br />ram <br />slop, <br />5 <br />LT <br />p9s9 9 <br />6S�p 6Syo <br />0 00 2 400 <br />69 <br />1 6 &p <br />6g4p g6p 6g �� SCA = 200' <br />-0 CON INTERVAL 20 FEET <br />ACCESS ROAD ^ C �jp{ <br />OP SED 0.15 ACRES ` 0 LEGENV <br />ONSIT VENT SITE <br />RETENTION POND �� o.z5 A(R seoo <br />°S< \ ON J� CONTOUR LINE <br />c °G� v�j� BASIN BOUNDARY <br />10) BASIN LABEL <br />OFFSITE <br />PERMIT <br />�� - _ _ _ . / ; \_ _ �/ )3 �3 NDARY <br />REVISION ® RLC DATE 5/26/2013 DRAWN gy RLC DATE 8131/2012 / <br />2350 G Road FUTURE ONSITE & OFFSITE BASINS <br />REVISION RLC DATE 6113/2073 DESIGNED BY PMO DATE 8/31/2012 O'Connor (Design Group, Inc. GPh on (9710)241 -7255 DRAINAGE DESIGN PLAN <br />REVISION &- DATE CHECKED B YF ax:(970)241 -7852 COTTER CORPORATION MINE LP -21 SHEET 1 of 7 <br />E <br />