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7420 <br />NOR TH 11,1L E r <br />- - ------ -- <br />7420 <br />RIPRAP - DSO <br />J <br />A <br />7440-1 <br />z <br />0 <br />i EMERGENC Y SPILL WA Y - <br />7420 INVERT ELEV. - 7416.0 <br />W i <br />w <br />7400 <br />20 40 60 <br />111111, <br />7420 -� <br />\\ -7430 - <br />-1� <br />A' <br />POND No. 516 <br />PLAN <br />VIEW <br />CHANNEL <br />SCALE: <br />1 " --30' <br />CONTOUR INTERVAL: <br />2' <br />TOP OF EMBANKMENT <br />ELEV. 7418.0' <br />1P FREEBOARD <br />_T <br />80 100 120 <br />FAI <br />RIPRAP - D50 = l6" (SLOPE! <br />1 <br />\ \� <br />RIPRAP - 050 = 6" (CREST/ <br />�- EMERGENCY SPILL WA Y <br />As ! \. INVERT ELEVATION = 7416.0' <br />- 25 YR. 24 HR EVENT <br />ELEVATION = 7416.9' <br />RIPRAP - D50 = 12" <br />I/ <br />SOUTH /NLEr <br />25 YR / 24 HR EVENT <br />ELEV. 7416.9' 3.5 <br />... ... ... ... - -- <br />BOTTOM OF POND - ELEV. 74120 <br />140 160 180 200 220 240 260 280 300 320 <br />POND No. 5 16 <br />CROSS SECTION <br />HORIZONTAL SCALE: 1 " --20' <br />VERTICAL SCALE: 1 " -20' <br />EM <br />FREEBOARD <br />-it <br />3 <br />RIPRAP <br />BW (WHERE REOUIREDI <br />NO SCALE <br />POND No. 516 <br />CHA NNEL DESIGN <br />DES/G.N <br />CHANNEL <br />BOTTOM <br />CAPACITY <br />(AC-FT) <br />FLOW <br />FREE- <br />STAGE <br />RIPRAP <br />CHANNEL <br />FLOW <br />SLOPE <br />WIC TH <br />MANN/NvS <br />DEPTH, <br />BOARD <br />FPS <br />050 <br />SE C7 /ON <br />l6FSI <br />IN/ <br />PIVIr r.i <br />_ <br />2.0 <br />DIF T,/ <br />IF <br />/TY <br />(INCHES/ <br />EMERGENCY SPILLWAY CREST <br />30.09 <br />2.0 <br />5.0 <br />0.03` <br />0.88 <br />I.! <br />4.5 <br />6 <br />EMERGENCY SPILLWAY OUTSLOPE <br />30 09 <br />40.0 <br />5.0 <br />0.035 <br />0.30 <br />1.0 <br />�_ 6 <br />18 <br />SOUTH INLET <br />10.79 <br />28.E <br />3.5 <br />0.035 <br />0.20 <br />0.3 <br />8.5 <br />12 <br />NORTH INLET <br />5.99 <br />17.0 <br />3.0 <br />0.035 <br />0.26 <br />0.3 <br />5.9 <br />18 <br />POND No. 516 <br />CHA NNEL DESIGN <br />6 <br />5 <br />4 <br />P 3 <br />LL <br />W <br />a <br />(' 2 <br />C <br />POND No. 516 <br />STORAGE CSI PA CITY TA BL E <br />25 YR _/ 24 HR EVENT - ELE1,'. 7416.9' <br />i <br />EMERGENCY_ SPILLWAY_ INVERT -_ ELEV._ _ 7416. 0' <br />i <br />1 <br />/ 1INAC r/VE <br />i <br />i I I <br />/ 1 1 <br />.. n en n �C Inn 17F I Sn I �O <br />A' <br />r7440 <br />z <br />0 <br />r= <br />7420 a <br />W <br />J <br />W <br />-41-7400 <br />360 <br />STORAGE IAC -FT) <br />POND No. 5 16 <br />S TA GE ;S TcORA GE CUR VE <br />RECEIVEr� <br />NOV 2 3 1992 <br />DIVISION Ur <br />MINERALS & GE01 -uGY <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I, Patrick G. Corser, state that this map <br />was prepared under my supervision and all <br />the information presented hereon is true <br />and correct to the be my knowledge <br />annd®�infformation \\�,\1IVNIOI i /s� <br />Date Pp /C_ Cvrvw, <br />CAPACITY <br />(AC-FT) <br />COMMENTS <br />STORAGE <br />STAGE <br />ELEVATION <br />)FT) <br />AREA <br />tAC -FT) <br />0.0 <br />7412.0 <br />0.16 <br />INACTIVE <br />1.0 <br />7413.0 <br />0.20- <br />_0.00 <br />0.18 <br />_ <br />2.0 <br />7414.0 <br />0.23 <br />0.39 <br />0.64 <br />0.92 <br />3.0 <br />7415.0 <br />0.26 <br />4.0 <br />7416.0 <br />0.29 <br />SPILLWAY INVERT <br />ACTIVE <br />�__- <br />4.9 <br />5.0 - <br />6.0 <br />7416.9 <br />-- 7417.0 <br />0.31 <br />__ - - <br />1.2_3 <br />-- -t <br />25 YR / 24 HR EVENT <br />-- - -- - - - - -__ <br />-- - <br />TOP OF EMBANKMENT <br />0.32 <br />- -- <br />7418.0 <br />--- <br />0.35 <br />J 1.57 <br />6 <br />5 <br />4 <br />P 3 <br />LL <br />W <br />a <br />(' 2 <br />C <br />POND No. 516 <br />STORAGE CSI PA CITY TA BL E <br />25 YR _/ 24 HR EVENT - ELE1,'. 7416.9' <br />i <br />EMERGENCY_ SPILLWAY_ INVERT -_ ELEV._ _ 7416. 0' <br />i <br />1 <br />/ 1INAC r/VE <br />i <br />i I I <br />/ 1 1 <br />.. n en n �C Inn 17F I Sn I �O <br />A' <br />r7440 <br />z <br />0 <br />r= <br />7420 a <br />W <br />J <br />W <br />-41-7400 <br />360 <br />STORAGE IAC -FT) <br />POND No. 5 16 <br />S TA GE ;S TcORA GE CUR VE <br />RECEIVEr� <br />NOV 2 3 1992 <br />DIVISION Ur <br />MINERALS & GE01 -uGY <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I, Patrick G. Corser, state that this map <br />was prepared under my supervision and all <br />the information presented hereon is true <br />and correct to the be my knowledge <br />annd®�infformation \\�,\1IVNIOI i /s� <br />Date Pp /C_ Cvrvw, <br />