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~ ~ ~~` • • <br />• <br /> PRINCIPLE SPILLWAY DESIGN <br /> <br /> GT?7.9G3~~_- <br /> SEDIMENT STORAGE ELEVATION 6722.62758 <br /> PRINCIPLE SPILLWAYi DIAMETER IS 12 <br /> PRINCIPLE SPILLWAY STAGE IS 1 <br /> EMERGENCY SPILLWAY CREST ELEVATION IS 6728.96104 <br /> <br /> <br /> i <br /> <br /> <br /> i <br /> ---- =- -------- <br />-- - - --- <br /> 6727+PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPF'PPPPPPPPPP PPPPPPPPPPPPP~## <br /> ! <br />- <br />-- ~~~~P <br /> -- _ _. - -- - <br />i -- ~~~~ - p - - --- <br />• ! *#~» P <br /> ! ~~*~ P <br /> + ~~~~ F-. <br />• ! ~u•#~ P <br /> ! ~~~~ P <br /> T ~~~ -- --- - - - p - - - _ - <br />• ! *~~~ P <br /> 6722+SSS5SSS55S5SSSS5~+r~ P <br /> <br />• ! ~### S P <br /> ! ~~~~ S P <br /> <br /> <br /> .566 3.18325 <br /> SEDIMENT DESIGN <br /> VOLUME VOLUME <br /> SEDIMENT VOLUME (57 = .SGG <br /> DESIGN VOLUME (P) = 3.18325 <br /> <br /> <br /> _________________________ ---------- <br /> <br /> <br /> <br />