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i <br />561 S <br />1 <br />36 "D X 20LF CMP <br />-463 <br />BPrimary Spillway 24" Riser w /18" Restrictor Plate v <br />Primary Spillway Elev. 5675.5 <br />5675 <br />CNTTY RD AA -ROW .�' -NC1_ <br />x X <br />CNTY RD AA <br />X X v <br />X ;� B x x <br />EXISTING 18 CMP <br />NOT BEING USED <br />Original Ground <br />5685 B B1 5685 <br />5680 - _ 5680 <br />5675 _ ' -- - <br />-' " ' 5675 <br />5670 5670 <br />0 +00 1 +00 2 +00 <br />5685 ` E <br />5680 <br />5675 <br />5670 <br />Y <br />Weep Hole 2 -6" Valves Variable from 0" to 6" Dia. <br />Weep Hole Elev, 5671.5 <br />\TOP OF EMBANKMENT - 5679.5 <br />------- <br />\Sl <br />Primary Spillway 24" Barrel 173'@ 2,70% Slope x <br />CNTY RD AA <br />x i C X X <br />F <br />f <br />--_� Primary Spillway Outlet Inv. E1= 5666.1 <br />` <br />---------- PARSHALL FLUME(12 "THROAT) <br />I <br />24" CMP TO OPEN CHANNEL <br />5665 <br />0 +00 1 +00 2 +00 3 +00 <br />5666 <br />Emergency Spillway Elev. 5677.5 <br />Rip- Rapped Trapezoidal Channel w /10' Bottom <br />Flowing into a 72" Drop Inlet Structure / <br />Then into 24" CMP 106.4' to outlet. <br />x <br />Original Ground Rip- Rapped Emergency Spillway to 72" Drop Inlet <br />5690 <br />5685 <br />5680 <br />5675 - <br />5670 / <br />5665 <br />0-,00 Incised Pond Portion <br />5670 <br />�_ I _5670 <br />.5675 <br />.5679.5 <br />TOP OF EMBANKMENT = 5679.5 <br />r--- 5679.5 <br />x <br />let Inv. El: 5664,3 <br />Cl <br />5690 <br />5685 <br />5680 <br />5675 <br />5670 <br />5665 <br />Embankment Fill Area Anti -Seep Collars <br />1 +00 2 +00 <br />x <br />4 +00 <br />5 +00 <br />6 +00 <br />5685 D <br />5680 <br />5675 <br />5670 <br />5665 <br />7 +00 <br />1II11C <br />5679 <br />x <br />Original Ground <br />Original Ground <br />8 +00 <br />1 +00 <br />9 +00 <br />2 +00 <br />5680 <br />D' <br />5685 <br />5680 <br />5675 <br />5670 <br />5665 <br />36 "D X 40LF CMP INLET <br />Al 5685 <br />5680 <br />5675 <br />5670 <br />5665 <br />10 +00 <br />Map 2.05.3(4) -6 04 -04 -2013 acad2004 bl.dwg <br />h' <br />AP. <br />Stage Storafe Curve <br />00 <br />NHN -001 s -Euilt <br />5679,68 <br />5678,88 <br />F <br />�9%)SMUc <br />5677.88 <br />Bch <br />4 <br />5676.68 <br />6850) <br />0 <br />5675,88 <br />5674 B8 <br />W <br />5673,88 <br />5672 <br />5671,08 <br />W <br />H0a <br />561.50 <br />5600,08 <br />5669.88 <br />5668,BB <br />6'67,68 <br />5666.80 <br />5665,88 <br />CLE" OUT LEM(566588) <br />O.W 10 M 1.W 4➢l JW 600 10 6.00 n.W 110 ILW ILW 1]00 Ia.W If.W 160 <br />11W 1IW <br />19.00 MW 31.00 <br />11 to 1111 <br />Accumulative Storage (Acre -Ft) <br />Smwg vW..A Wwpuw . <br />Saiimrnl Cowwl S..c N6.1 <br />EEEV, <br />WiWt LENGTH <br />- <br />AREA AVG. INTERVAL <br />- - _ <br />STORAGE ACC. <br />_ - <br />STAGE <br />(R) <br />(A) (a) <br />(0G) AREA (p) <br />pc -a) <br />SMEAOE <br />INTERVAL <br />(ec7 <br />(- -R) <br />(10 <br />5665,88 N/A N/A <br />- - - _ <br />044W <br />_ <br />_ - <br />- <br />5666.00 N/A N/A <br />0d190 0,4795 0.12 <br />0.0575 <br />0.0575 <br />0.12 <br />5667.00 N/A N/A <br />08410 0.6800 100 <br />06800 <br />07375 <br />112 <br />5668.00 N/A N/A <br />0.9560 0.8985 106 <br />02985 <br />16360 <br />2.12 <br />556900 N/A N/A <br />LOW LOTS 100 <br />IN75 <br />26435 <br />3.12 <br />5670.00 N/A N/A <br />1.1630 11110 IN <br />1.1110 <br />37545 <br />4.12 <br />5671.00 N/A N/A <br />1.26W 1,2155 100 <br />12155 <br />4.9700 <br />5.12 <br />5672.00 N/A N/A <br />1.37W 13IN IN <br />13190 <br />63890 <br />6,12 <br />3M N/A N/A <br />15750 1p725 IN <br />14725 <br />27615 <br />7,12 <br />5504.00 N/A N/A <br />1.9450 1]600 LN <br />1.7W <br />9.5215 <br />8.12 <br />56'75,00 N/A N/A <br />2.0930 2,0190 1.00 <br />2.0190 <br />115405 <br />9.12 <br />5675.50 N/A N/A <br />2.1670 2.13W 0,50 <br />two <br />126055 <br />9.62 <br />5676:0 N/A N/A <br />22A60 22065 0.50 <br />1.1032 <br />157088 <br />10.12 <br />5677,00 NIA N/A <br />2.40W 23270 1N <br />2.3270 <br />160358 <br />11.12 <br />5677.50 N/A NIA <br />2.4970 2.7525 0.$0 <br />1.2262 <br />-17.2620 <br />11.62 <br />5698.3 N/A N/A <br />25830 25400 0,50 <br />1.230 <br />18,5320 <br />12.12 <br />56'79.00 N/A N/A <br />2.76611 24745 IN <br />26745 <br />21.2065 <br />13.12 <br />567950 N/A N/A <br />2.8260 2.7970 0,50 <br />1,3985 <br />226050 <br />13 62 <br />9 +00 <br />2 +00 <br />5680 <br />D' <br />5685 <br />5680 <br />5675 <br />5670 <br />5665 <br />36 "D X 40LF CMP INLET <br />Al 5685 <br />5680 <br />5675 <br />5670 <br />5665 <br />10 +00 <br />Map 2.05.3(4) -6 04 -04 -2013 acad2004 bl.dwg <br />h' <br />