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5599.9 <br />5590 \ ^ <br />, <br />\ _ f <br />\ 5 <br />%5599 _ - <br />��� 5 .8 5586.6 <br />Valved De tering Pipe o — <br />8' Staff Gauge 5587.4 Riprap 0 <br />00 <br />0 <br />0 5600 <br />0 <br />a <br />0 <br />0 <br />00 - Culvert C -5 <br />O <br />5600 <br />Concrete S ox <br />5610 <br />I Unapproved Sediment <br />/ Collection Ditch, <br />/ Reclaimed July 2012 <br />/.. .l\1 <br />POND A <br />PLAN VIEW <br />SCALE 1" = 40' <br />AVG SLOPE <br />3.4H:1.OV <br />5600 <br />5598 <br />5596 <br />5594 <br />5592 <br />5590 <br />5568 <br />5586 <br />EFFECTIVE EMBANKMENT WIDTH >10' <br />AT FULL WATER LEVEL PLUS 1' FREEBOARD <br />WATER EL. 5598 <br />FLOWING FULL <br />CONCRETE EMERGENCY SPILLWAY <br />FRONT OF SECTION AVG SLOPE <br />EMBANKMENT 2.OH:1.OV <br />AVG SLOPE <br />2.OH:1.OV <br />4" VALVED DEWATEFiING PIPE BOTTOM EL. 5587.4 <br />1.5' <br />SECTION A - A' <br />SEDIMENT POND A <br />HORIZONTAL SCALE 1" = 20' <br />VERTICAL SCALE 1" = 4' <br />I <br />1.6' FR6@eOARD <br />FULL FLOW LEVEL <br />EL. 5598._ <br />15' <br />EMERGENCY SPILLWAY DETAIL <br />POND A <br />HORIZONTAL SCALE 1" = 4' <br />VERTICAL SCALE 1" = 2' <br />3.0' FLOW DEPTH <br />5600 <br />5598 <br />5596 <br />5594 <br />5592 <br />5590 <br />5588 <br />5586 <br />ENGINEER'S cERTmr-ATTON <br />I hereby c that this drawing was done <br />by m Ar direct supervision and <br />th q tion presented on this <br />®i�d9,N$ @a� ®.a`yf1ect to the best of <br />® �a J <br />t E. Date <br />Corgrado P.E. 19230 * 4a <br />"w <br />