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<br />) <br />( ) <br /> <br />) <br />( , <br /> <br />c. Design. Criteria and Standards used in design will include the <br />following: <br /> <br />(1) SiziN] criteria f~r hydraulic features that are to be modi- <br />fied. <br /> <br />(2) Resevoir losses. <br /> <br />(3) Structu(~l design criteria, including assumptions used for <br />stability analysi~. <br /> <br />(4) Volume and peak dtscharge of inflow design floOOs for spill- <br />, way design. <br /> <br />(5) N::lt applicable. Ilourglass Dam isa storage dam. <br /> <br />(6) FloOO hazard e',allJation, including erosion conditions. <br /> <br />(7) Not applicable. ~~o river pumping plants ate involved. <br /> <br />______ __". - . __..._ ._ _.'. _____.._. ... - ----_0 ___ ___..____________ <br /> <br />(8) Not applicable. <:anal cross-drainage is not involved. <br /> <br /> <br />(9) Not applicable. r.o pumping plants are to be included. <br /> <br />(10) 'Not applicable. ~o pll.1;ling plantS are to be included. <br /> <br /> <br />(11) Not app~icable.,~opumping plants are to be included. <br /> <br /> <br />(12) Notinc1uded. , No pipelines are to be included. <br /> <br />(13) Availability and li;Ources 0 f re~ired construc::ion materials <br />will be described. <br /> <br />(14) Care and handling of w~ter during construction will be <br />descr ibed . <br /> <br />d. Structure Plans. Pro[X:lsed major and minor struc::ures will be <br />desc::ibed. <br /> <br />(1) N::lt a;JPlicable. ~either canals nor pipelines are to be <br />included . <br /> <br />(2) L3.you;: and sectiotls will be inc11)1e1 Eor all major s;:ructures <br />and for typical minor st.ructures. <br /> <br />e. Dra inaae. ?resen t dra inage problems will be described for Hour- <br />glass 8am, and drainage i:nprovements to alleviat.e darnage to me <br />dam will be desc::ibed. <br /> <br />E. Sedimentation. Not applicnble to the Hourglass Dam rehabilitaion <br />proj eel:. <br /> <br />,g. Riaht-of-way. Right-Of-Way requirements wE1 be discussed. <br />