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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 />8. CONCLUSIONS AND RECOMMENDATIONS <br /> <br />8.1 Raw Water Supply <br /> <br />In the discussion of water supply in Section 3.1, it was established that the town has about <br />681 af of supply in an average year. Current demand is about 333 af/yr; the average year supply <br />factor is rougWy 2.0. The town has a policy of requiring C-BT shares as new water supply for <br />new development. It was determined that the town should consider the following water supply <br />issues: <br /> <br />1. To optimize current operations at the WTP intake and provide more reliability of <br />supply, the town should develop a storage program for its 300 af storage space in Button <br />Rock Reservoir. Determine the feasibility of exchanging C-BT shares into this space. <br /> <br />2. To determine future operating options and requirements for direct diversion rights, C- <br />BT water and storage space, the town should consider conducting an exchange and <br />operations study of its water supply. Allowance should be made for the possibility of a <br />second diversion point at the proposed peaking plant east of town, which is discussed in <br />the following section. <br /> <br />8.2 Expansion of Treatment Capacity <br /> <br />Table 3 established the maximum day demand on the system has been at least 1.2 MGD. Section <br />3.6 and Figure 4 discuss limitations in the existing WTP's capabilities to reliably produce treated <br />water meeting current standards at this rate. The physical processes and the administrative <br />resources allocated to the WTP need improvement. Furthermore, maximum day demand at the <br />buildout condition is estimated in Section 4.2 to be 2.5 MGD. Therefore, the town will most <br />likely be required to consider improvements to the existing WTP in the short term. Additional <br />capacity in the mid-term will be required because the existing WTP, with corrections to several <br />of its process units, is nearing its capacity to meet maximum day demands. <br /> <br />Short-Term Im.rrovements <br /> <br />Based upon the performance limiting factors in Section 3.6 (Table 6 and Figure 4), the <br />following actions are recommended for the existing WTP. <br /> <br />46 <br />