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<br />total station instrument and kept in an <br />electronic fo~at. <br />2. Soils investigations will be done using <br />local technical experience. <br />3. Most of the delivery pipelines are located <br />outside the producer's properties. The <br />producers are presently working with <br />adjacent landowners to obtain a right-of-way <br />for the pipelines. If existing utilities are <br />located on the county road, they will be <br />notified. The topography lends itself to <br />easy construction of the pipeline trench as <br />most of it is of constant grade. Some minor <br />variations in trench depth will be needed to <br />facilitate installation and operation of the <br />pipeline. <br /> <br />Design and Construction Elements <br /> <br />1. Hydrologic analysis of this project is <br />minimal. The only concern is to provide an <br />adequately sized structure overflows in the <br />event sto~ flows from adjacent areas flows <br />into the irrigation ditch above the project <br />2. Hydraulic design requirements for the <br />pipeline will be derived from the demands of <br />the irrigation system. The pipeline will <br />have to convey an adequate amount of water, <br />sufficient for the production of the <br />irrigated crops. Specific crops and related <br />peak consumptive use will dete~ine the <br />maximum flow rate. Design criteria as <br />stated in the 430-DD & EE specification will <br />be followed. It is anticipated, that by <br />following all criteria, sufficient pressure <br />will be available to operate the sprinklers. <br />Pipeline appurtenances such as air vents and <br />in-line valves will be located in areas to <br />facilitate the safe operation of the <br />pipeline. <br /> <br />7 <br />