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~~ G~~. nRCH „ntH ,v'. ~. r11ttH iP,: t.t `.'HU <br />feet svr ft acre acre feet <br />1 - -------------- ------------------------------- <br />I G'75 3125 0.072 <br /> G; 80 6175 0.142 0.107 S.n00 <br /> G~85 10275 0.23G 0.195 5,000 <br />r <br /> Storm Frequency for PeaF; £>1scharse 25 <br />( Equivalent Discharse 5 <br />~: PeaY. Discharse _ _ _ _ 5_ __ _ _ _ <br />~~ <br />~~~~~~ <br />~~#~ <br />~~~ <br />~.. <br /> PkINCIPLE SPILLWAY _D_ESIGN _ _ _ _ _ _ _ _ <br /> Principle Spillway Elevation G281.75 <br /> Sediment Storase Elevatio_n_ G280.GG__ ___ _ <br />~' Principle Spillway Diameter is 12 inches <br /> Principle Spillway Stase is 1.0 Feet <br /> En:ersencr Spillway Gres'w@Ele vation is G282.75 feet <br /> <br />1 <br />'~~ <br />~ <br />- -- <br />( <br />' <br />;~ <br />( ;a <br /> <br />:. <br /> <br />P <br />3S <br />'` <br />~. <br /> G29u I <br />'~ I <br />~: I <br />~~ <br />' I <br />~; G285 I <br />~: <br />n I <br />I <br />~; I _ <br />~: ~- IPPPPPPPPPPPPPPP <br /> 6~B0 ISSSSSSS55SS5~ P <br />~ I ## S P <br />ti~ 1 *~~ S P <br />,_ <br />I #~ S <br />s. I ~# S <br />--- - - <br />G275 I----I----I--- <br />(~ . 0.0 0.5 <br />._: ~ UIY .,Ut <br />acre feet <br />~i,534 <br />0.544 <br />O.OOC' <br />0.534 <br />1.478 <br />P <br />P <br />-- ------ - - - --------- <br />-I----I----I----I----I----I----I----I----I----i----I----I <br />1.0 <br />5TDRAGE VOLUME ACftE FEET <br />acre feet <br />