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POND SCHEDULE <br />POND I.D. (a) ~ A B C H <br />wz~ VOLUME (AF) 0.7 0.7 2.8 1.0 <br />~wQ <br />~ ~ ~ (d') <br />wwr~--- ELEVATION(Ft) 8075.7 8057.0 8053.6 8/05.0 <br />~~~ <br /> <br />(c Cd) <br />POND VOLUME (AF) 1.8 _ _-2.4_._ 8.3 _ 4.5 <br /> OSM HEIGHT (U/S ' <br /> Toe to Spillway, Ft) 5.7 8.2 S.0 I 5.3 <br /> CGNSTRUCTED (b) <br />9.1 <br />/l•`~ <br />11.5 <br />8.0 <br />z HEIGHT AT (Ft} <br />g <br />Y <br />z S.E.O. HEIGHT <br />(Ft.) g.7 9.0 9.0 6.0 <br />a CONSTRUCTED (b) 8081.1 8064 <br />41 8063.5 8108.0 <br />~ CREST ELEV. (Ft ) . <br />"' CREST . <br /> <br />o <br />LENGTH (Ft) ,310 X30 390 340 <br /> <br /> TOP WIDTH (Ft) 10 !0 /D l0 <br />~ TYPE OF RISER <br />w All he same - see Plate <br /> CREST g077 <br />'~ 8061 <br />0 8060.0 8705 <br />9 <br />p ELEVATION (Ft) . . . <br /> <br />~' SIZE OF HOLE(S) <br />2 <br />5 <br />2.7 <br />4.3 <br />8 <br />2 <br /> (Inches) . . <br /> <br />d ELEVATION OF 807.,, SOsrO 8053.6 $050 <br /> HOLES (Ft <br /> <br />~ DESIGN <br />25 <br />25 <br />25 <br />25 <br /> FREQUENCY (Yrs) <br /> <br />3 CREST <br />a ELEVATION (Ft) 8078.7 So62.0 8061.0 8106.0 <br /> <br />} CREST <br /> <br />Z <br />LENGTH (Ft) ~0 20 35 20 <br /> <br /> ESIGN DEPTH (Ft) 1.0 0.6 /.0 <br />i 0.6 <br />w FREEBOARD (Ft} _ 1.0 I.2 /•0 /•0 <br />(e) Reference, <br />Plate <br />(b) {ncludea Mandatory <br />676 Extra /or <br />Settlement. <br />(c) Includes 100 76 <br />3edimentatlon Volume <br />' end 70 yesr 24 Hour <br />Flood Volume. <br />(d) Includes 1_88a./. <br />replacement tvatsr <br />Rev.-Pond H BJ3J81 <br />Plate <br />POND SCHEDULE <br />lterrard kite ConwAiry wafer Engineaa. MK. <br />`January, 18117 307FIP>Z>l <br />