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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 />hydraulic model output that is associated with the transmission system is found in <br />Appendix A. <br /> <br />The distribution system needed to supply water to individual point of connections was <br />estimated in this study. It was determined that a total of nearly 155,000-feet of 2.5-inch <br />CL 200 PVC pipe would be needed to connect customers to the transmission mainline <br />for all six phases. A concept for the routing of new secondary supply distribution piping <br />was prepared and is show in Figure 8 along with pond concepts along Willow Creek. <br /> <br />Aqua Engineering, Inc. <br />and Colorado State University <br />May 19, 2004 <br /> <br />Secondary Supply Feasibility Study <br />-30- <br />