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<br />I <br /> <br />I <br /> <br />Equipment deliveries such as the vertical turbine pumps and associated <br />control equipment, will range from 10 to 24 weeks. The associated valves <br />within the pump station will also involve deliveries of 10 to 24 weeks. <br /> <br />I <br /> <br />D. <br /> <br />Structure Plans <br /> <br />I <br /> <br />Structure plans for the primary pumping station, the associated pump <br />stations at the storage reservoirs, plans and details of the storage <br />reservoir and the plan and profile of the 16-inch transmission lines are <br />included within Appendix C of this report. <br /> <br />I <br /> <br />It should be noted that the details and plans for the first storage reser- <br />voir have been submitted and approved by the State Engineer. <br /> <br />I <br /> <br />E. <br /> <br />Drainage <br /> <br />I <br /> <br />No unusual storm drainage problems are anticipated. Major drainage courses <br />will be designed for the 100-year one hour design thunderstorm occurring <br />during the lawn irrigation season. Runoff will be determined in accord- <br />ance with the procedures of the U. S. Soil Conservation Service as de- <br />scribed in the "Design of Small Dams". <br /> <br />I <br /> <br />I <br /> <br />The rolling topography of the area is such that rainfall and/or irrigation <br />water for the uses planned can readily be disposed of in natural drainage <br />courses. The service area is divided by a ridge line into two major drain- <br />age areas. About 170 acres on the west end slopes to the Red Canyon drain- <br />age course and the remaining acreage slopes toward the northeast corner of <br />the property then drains northward to the river. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />v - 4 <br />