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C. Design. Criteria and Standards used in design will include the <br />following: <br />(1) Sizing criteria for hydraulic features that are to be modi- <br />fied. <br />(2) Resevoir losses. <br />(3) Structural design criteria, including assumptions used for <br />stability analysis. <br />(4) Volume and peak discharge of inflow design floods for spill- <br />way design. <br />(5) Not applicable. Hourglass Dam is a storage dam. <br />(b) Flood hazard evaluation, including erosion conditions. <br />(7) Not applicable. No river plan s are involved. <br />(8) Not applicable. Canal ai of involved. <br />(9) Not applicable. No p p a to be included. <br />(10) Not applicable. No pump' amps are to be included. <br />(11) Not applicable. No pump plants are to be included. <br />(12) Not included. No pipelines are to be included. <br />(13) Availability and sources of required construction materials <br />will be described. <br />(14) Care and handling of water during construction will be <br />described. <br />d. Structure Plans. Proposed major and minor structures will be <br />described. <br />(1) Not applicable. Neither canals nor pipelines are to be <br />included. <br />(2) Layout and sections will be included for all major structures <br />and for typical minor structures. <br />e. Drainage. Present drainage problems will be described for Hour- <br />glass Dam, and drainage improvements to alleviate damage to the <br />dam will be described. <br />f. Sedimentation. Not applicable to the Hourglass Dam rehabilitaion <br />project. <br />g. Right-of-Way. Right- of-Way requirements will be discussed. <br />