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oLLevation Stage Area Discnarge Capacity <br /> -� (ft-msL) (ft ` (acres) (cfs) (ac-ftU <br /> 5619.0 0.00 0.360 0.00 0.00 BOTTOM POND <br /> 5620.0 1 .00 I 0.420 0.00 0.39 <br /> O5621 .0 2.00 0.500 0.00 0.85 <br /> 5622.0 3.90 0.600 0.00 1..40 <br /> 5623 .0 4.00 0.710 0.00 2 .05 <br /> o - <br /> 5624 .0 5.00 0.840 0.00 2.83 PRINCIPAL SPILLWAY` <br /> 5625.0 6.00 1 0.39 3 .73 <br /> xxxxxx <br /> 5626.0 7.00 1 .110 0.56 4.77 <br /> • - - <br /> A° 5627.0 8.01, 1 .260 0.68 5 .96 <br /> 5628.0 9.00 1 .410 [1 7.29 <br /> \ <br /> 5629.0 10.00 1 .570 0.88 8.78 EMERGENCY SPILLWAY <br /> 5630.0 11 .00 1 ./30 5 .12 10.43 <br /> \ l \ <br /> ` 5631 .0 12.00 1 .890 5 .9-- 12.24 <br /> \ r5632-0 13.00 I 2.050 6.61 14.21 TOP OF EMBANKMENT <br /> I <br /> I <br /> COMBINATION PRINCIPAL AND EMERGENCY SPILLWAY <br /> " A \\ \ �� <br /> 1. <br /> \� PROPOSED EMBANKMENT FILL �-� _ • B� BafflePlate <br /> RIPRAP m fc \. <br /> 20'XIII <br /> 60 Steei Rod - 15- CMP RISER <br /> F 000 j Trash Rack Corfu <br /> ge <br /> n --Y -- Steel Plped <br /> Riser With <br /> n r Heimorced -�- Tee Section <br /> SCALE / =50 Concrete Base --. - Welded to it <br /> 15° CMP BARREL <br /> NOT DRAW <br /> N TO SCAL <br /> E <br /> IE-TOP-13f�1W A t7lfl <br /> Ar <br /> 15 <br /> l <br /> f <br /> 5635 -- -- -- 5635 <br /> - --- _--- - --- _- --- - - -- -- ---- OF-EVI MEXT - - -- -- - �- -- -� - - -- -- -- <br /> Yl <br /> --- _ Q - - - -- -- _ 4- UR S F- - - _ - --- -- <br /> 5630 - - -- - - -- - - - - -- - -_ _ -_- -- _ - - -- _ - - - -- -- -- - - --- - -- - LE- -- -- - - - - - - _ - ---- <br /> - -- - -- - <br /> 5625 --- - - <br /> - -- -- _. <br /> - --- - - - - - - ---- --- -_ -. --- -- - - - - -- - - _ _ - - -- --- -- - ----- <br /> 5620 -_ - - - -: - - - 5/9-0- --- - -- - - - - - - - _ -- <br /> � __ <br /> - / - - <br /> a� .ratr iffy <br /> --- --- p� <br /> 56/5 --- - - - - - - - --- - - -- - ---- -_ --- - <br /> - _ _ SCAt Iir-f r �E - - - -_ L Ur Tlen <br /> � r@ 2 . <br /> as � � . �i❑J <br /> r, -�* . <br /> OR <br /> -- - -- -- SGA - -- - -- -- - _ - - - v & - - -I-- --- -- --- <br /> --- - <br /> -- T. _ -- - -- - ---- - -- - -- -- --- - --_...- -- - -- - _ -- -_ --- -- -- _- --_ -_ <br /> - - _- __. --- -- --- - o <br /> - -- - - -- -- - T „ 13 2 " A E Q RAWN BY RLEHN EVISIO -OHRN SC S SH RAWING NO 0262-860826 <br /> - - PEABO MPANY <br /> EE-E- <br /> DY C0/�L C0 EXH BI 1 PROPOSEDD R N�o owN D--- -- POND # 0 0 6 <br /> REVISIONS HOR z <br /> -- - -- -- _ - NUCLA M/NE DATE::8/27/86 APPROVED VERT: SHEET I OF tI SHEETS <br /> CMLRD APPROVED DESIGN <br />