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SiAlwav <br />1. Type: Fm e r.% en C. a (i.e., Emergency, Principal) <br />Material: Not 4-or (-a-( (i.e., Natural, Riprap, Concrete, CMP, RCP, etc.,) <br />Width (Diam): .S?rJ ft., Freeboard: Z. 3 ft., Capacity: 2 cfs <br />2. Type: (i.e., Emergency, Principal) <br />Material: ; (i.e., Natural, Riprap, Concrete, CMP, RCP, etc.,) <br />Width (Diam): ft., Freeboard: ft., Capacity: , cfs <br />Total Spillway Capacity: cfs, (Crest of the dam) <br />HYDROLOGIC DATA (Design Storm) <br />Drainage Area: 7 13 Acre , or Sq. Miles <br />Inflow Design Flood: /W u,c , (i.e., 100-year %PMP, etc.) Duration Zy Hrs. <br />Type: S' ym , (i.e., Thunderstorm, General, Snowmelt, Combination) OR C S nPE ZC <br />Data Source Ref. Sec Rfezc-Aed .ScDC (? C--/Cc. 1ti eO if <br />Peak Discharge cfs; volume A., F., Basin lag time (Tc): A1114 Hrs. <br />Method of determination: (Describe variables and indicate value, i.e., USBR lag: L, Lc, Kn, S, etc): <br />See e ftic/eJ -5cocA-i3 C nICvI? <br />Inflow Design Flood routes though reservoir with. ft. residual freeboard. <br />(PAGE 3 OF 3)