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v <br />C) <br />Q <br />00 <br />C <br />f <br />Lr) <br />5619 <br />00 <br />Cv <br />(D <br />(N <br />3: <br />C"I <br />10 I <br />(0 <br />to <br />0) N <br />(0 <br />N <br />ED <br />0 <br />—SPILLWAY— Clq <br />12" THICK RIPRAP BLANKET 4, DRAIN <br />NATIVE ROCK (ANGULAR) StE DETAIL N <br />d = 8- (APPROX.) SWEET 5 <br />(SEE co <br />—5620 19 <br />5621 PROVIDE RIPRAP TO FULL <br />56 EXTENT OF DISTURBED/REGRADED <br />62. CHAW L(l' DEPTH, MINIMUM) <br />f 4 &R <br /><0 <br />bc <br />.562 <br />5621 <br />5620 <br />/� ( i 619 <br />A Ln <br />9 Q, o LEGEND 0 10 20 40 <br />PROPOSED RETENTION POND 5800-- CONTOUR LINE I <br />EMBANKMENT (SEE SECTION A—A) BASIN BOUNDARY <br />DETAIL SHEET 5 SCALE: 1 20' <br />PERMIT 90,UNDARY CONTOUR INTERVAL = 1 FOOT <br />(USED DURING MINING) <br />REVISION PW DATE 5/20/2013 DRAWN BY ftC DATE 9/5/2012 2350 G Road RETENTION POND 30- GRADING & DETAILS <br />REVISION & - DATE - DESIGNED 13Y PMO DATE 9/5/2012 Grand Junction, Co. 81505 <br />PMO DATE 9/5/2012 O'Connor (Des* n a Phone: (970) 241-7125 <br />REVISION &- DATE - CHECKED BY 1-a—Groyp Inc DRAINAGE DESIGN PLAN <br />It — y — Fax: (970) 241-7852 COTTER CORPORATION MINE SR-13A SHEE, 3 of 5 <br />