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<br /> <br />. <br /> <br />. <br /> <br />Ta.::L:'= 1 <br /> <br />??O";::C,?: 0;'.':';'. <br />S3~~C D~~r ~CRC~~, COLO~;DC <br /> <br />Drainage basi~ a=ea <br /> <br />3,034 ac:::ces <br />(4.74 sq mil <br />5931.0 fEet <br />5939.3 feet <br />5848.0 feet <br />5941.0 feet <br />5932..0 feet <br />1.7 :tQ.Qr- <br />10.0 feet <br />820 ac:::-es <br /> <br />Normal pool elevatio~ <br />Maximum pco~ elevation (P~2 conditions) <br />Mini~um pool elevation <br />Dam c:::cest elevation <br />Spillway crest elevatio~ <br />Freeboard at PMF <br />Freeboard at ncrmal pool <br />Surface ~rea at normal peel <br />(before barrow excavation) <br />Reservoir volume at normal peal <br />(before borrow excavation) <br />100 yea:::c flocc (inflow) peak flow <br />100 year flood (inflow) volume <br />500 year flood peak flow <br />500 year flood volume <br />PMF (72 h) (inflo,,;) peak flow <br />PMF (72 h) (inflow) volume <br />PMF (72 h) (outflow) peak flew <br />Auxilary spillway Entrance wi~th <br />Auxiliary spillway chute wicth <br />(riprap lined) <br />A~~iliary spillway chute length <br />(riprap lined) <br />Natural channel from spillway to <br />Senac Creek <br />Multilevel concrete outlet tower <br />Steel outlet pipe (concrete encased) <br />Normal outlet withdrawal to <br />water treaL~ent plant <br />Emergency outlet withdrawal <br />Normal pumped inflow to Reservoir <br /> <br />30,000 ac-ft <br /> <br />5,600 cfs <br />620 ac-ft <br />7,150 cfs <br />.790 ac-ft <br />69,00G cfs <br />9,300 ac-ft <br />6,870 cfs <br />100 r-:: <br />70 !:-:: <br /> <br />1,000 :t:-:: <br /> <br />9,000 ft <br /> <br />4 gate levels <br />72 inch dia.ruete!:' <br />60 to 150 mcd <br />(93 to 233 cf~) <br />440 CIS <br />40 to 70 mgd <br />(62 to 108) cfs <br /> <br />Note: All elevations re=e=e~ced to national geccetic <br />vertical datum <br /> <br />DE/32R/142 <br />