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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3.2 System Configuration <br /> <br />The primary elements of the Towaoc pipeline are shown in the schematic diagram <br />on Figure 3.1. The point of origin of the pipeline is the Cortez Treatment <br />P1 ant. Ouri ng such time that the agreement for treati ng the water is in <br />effect, the pipeline will be connected to the water line being fed by the 2 <br />million gallon water tank about 1000 feet south of the treatment plant. At <br />this point on the system, the instantaneous flow and total volume delivered <br />will be metered. <br /> <br />If the Towaoc pipeline is ever converted to a raw water line, a bypass around <br />the Cortez treatment p1 ant wi 11 be requi red. Thi s bypass cou1 d be install ed <br />now, or it could be provided at the time that treatment is terminated. If the <br />bypass were installed now, it should be sealed off so there is no possibility <br />for inadvertent operation. A pressure reducing system will also be required <br />in connection with the bypass system. <br /> <br />The treated water initially flows into a 2,000,000 gallon Cortez water tank. <br />The next component of the project is the pipeline itself. Subsequent sections <br />of this reoort will present the alignment alternatives, pipe-type <br />alternatives, and sizing of the pipe1inp.. The pipeline will have a number of <br />drains and air release valves along the way, which are dependent on the <br />vertical alignment. The primary controls for operation will be the valving <br />system located near the terminal storage tanks at Towaoc. <br /> <br />The pipeline will have valves along its length to allow operational isolation, <br />if required, for repair or maintenance. Such in-line valves will be located <br />in conjunction with drains that will allow draining portions of the line. The <br />line will be installed with the necessary bends, anchorages, carrier pipe, and <br />embedment at special waterway, road, or other development crossings in tight <br />spots. <br /> <br />At the terminal end, near Towaoc, the pipeline alignment will be selected so <br />as to allow discharge into either the existing 650,OOO-ga110n tank, the <br />existing, but out of operation, l,OOO,OOO-gallon tank, or a new upper level <br />tank that could be constructed as part of this project. <br /> <br />3-2 <br /> <br />1060c <br />