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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 />1 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Alternatives <br /> <br />In the process of reviewing the conditions, alternative actions were considered. Three <br />alternative actions are available. They are: no action (delay), alternative supply point with <br />new pipeline and reconstruction at the existing site. <br /> <br />I. No action, do nothing until complete failure. The advantages of delay is initial cost <br />savings, avoidance of site disturbance and no interruption of current operations. <br />Disadvantages of delay are: lack of reliability of continued service, increasing risk of water <br />treatment violations, inability of the Town to control critical operations if unexpected failure <br />occurs and probable higher future costs due to failure. In the face of increasing risk of <br />violation of drinking water standards due to high turbidity or outright loss of water supply due <br />to failure of the diversion system, delay of action to improve the diversion of raw water does <br />not seem prudent. Failure will eventually occur. If attended to now, site disturbance and <br />temporary interruption of raw water intake can be planned and controlled. <br /> <br />2. Delivery of raw water by new pipeline. At least two possible route for a pipeline have been <br />discussed. One is an established pipeline from a point of connection to Longmont's Button <br />Rock Reservoir supply line, routed down through the North 5t. Vrain Creek canyon and <br />emerging upstream of the present Lyons' diversion site. The pipeline, now in disrepair and <br />reportedly unusable, was placed on this route in about 1972. Another possibility is a new, <br />longer pipeline route from Longmont's supply line directly to the treatment plant. Either of <br />these has several advantages: efficiency due to l11inimal river losses, increased water quality to <br />the WTP through most of the year, and probable increased reliability in extreme weather <br />conditions. Disadvantages, however, are numeroUS. First, cost of either of these pipelines <br />exceeds $2.0 million. For the canyon route, cOl11plete replacement would be required since it <br />is reportedly 6 inches diameter (too small) and in poor condition. Visual impacts and <br />construction impacts of the canyon route may trigger an enviroumental assessment. The other <br />route crosses federal land uphill from the WTP. This, also, will require impact assessment to <br />acquire right of way permits on federal property. Another potential disadvantage is that a <br />pipeline will reduce water in the creek, impacting fisheries, wildlife, water-based recreation <br />activities. Expensive legal proceedings are also required to change the point of diversion of <br />Lyons' water rights, if and when a joint pipeline operating agreement can be obtained with the <br />City of Longman!. <br /> <br />3. Reconstruct the facilities at the existing site. Advantages to this alternative are several: <br />reliability of water supply operations is increased considerably, the long-term cost is probably <br />lower than either of the other options, water qU;l.lity to the WTP will be improved, instream <br />flows can be controlled and monitored (with the addition of a stream gage to the proposed <br />project), Disadvantages are considered minor: temporary outages for raw water deliveries, the <br />burden of initial capital cost, disruption of the stream bed during construction. <br />