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<br />I <br />I <br />~ <br />I <br />I <br />I <br />I <br />I <br />J <br />I <br /> <br />4. <br /> <br />~ <br />~ <br /> <br />. <br /> <br />. <br /> <br />a. <br /> <br />,I <br />Ii <br />Sizing criteria ~or all project hydraulic features <br />such as canals, ~aterals. and their appurtenant <br />structures; and ,for outlet works for dams. <br /> <br />Hydraulic losse~ for canals and laterals. <br /> <br />Structural design criteria, including assumptions <br />used for stability analyses. <br /> <br />b. <br /> <br />c. <br /> <br />d. <br /> <br />Volume and peak discharge of inflow design floods <br />for spillway design for storage dams. Flood rout- <br />ing criteria. <br /> <br />e. <br /> <br />Sizing criteria for canal cross-drainage culverts <br />or structures. <br /> <br />f. <br /> <br />The availability and source of required construc- <br />tion materials. <br /> <br />g. <br /> <br />The method of river diversion during construction. <br /> <br />Structure Plans <br /> <br />," <br /> <br />A description of proposed major structures and <br />typical minor structures. <br /> <br />" <br /> <br />a. Profile and typical sections of canals, giving <br />dimensions, hydraulic properties and water surface <br />or hydraulic gradeline elevations. <br /> <br />b, Layout and sections of each major structure and <br />typical minor structures, showing important dimen- <br />sions and hydraulic propertiep. <br /> <br />5. Drainage <br /> <br />A description of any present or anticipated drain- <br />age problems and plans for their correction. <br /> <br />6. <br /> <br />~ <br /> <br />A <br /> <br />] <br /> <br />,. <br /> <br />,. <br />j <br />.j <br /> <br />Sedimentation <br /> <br />A description of effect suspended solids and bed- <br />load may have on project facilities and what provisions <br />will be made to minimize the effects. Also, estimate <br />of sediment storage required and determination of ele- <br />vation of reservoir outlet. <br /> <br />-5- <br />