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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 />Feasibility Report for Improvement of Paonia's Water Supply System <br />Town of Paonia <br />April 21,2000 <br /> <br />EXECUTIVE SUMMARY <br /> <br />GEl Consultants, Inc. (GEl) in association with WestWater Engineering (WestWater) and BBC <br />Research and Consulting (BBC) was retained by the Town of Paonia in 1999 to perform a <br />feasibility report for the improvement of Paonia's water supply system. <br /> <br />The Town's water supply system includes 14 spring collection units with a total water right of <br />9.9 cfs, approximately 20 miles of raw water supply pipelines, Todd Reservoir, two small water <br />treatment plants and three treated water storage tanks. <br />z., '{2. 5'" <br />The 1999 population in the Town's service area was 2,285 people resulting in metered water <br />demands of approximately 127 million gallons (390 acre-feet) per year. BBC developed a lower <br />bound, most likely, and upper bound estimate of future water demands in the Town's service <br />area. BBC's estimates indicate that in the year 2020 metered water demands could range from <br />184 to~mil1ion gallons per year. In the year 2030 the estimates range from 220 to 357 <br />million gal\ons per year. <br />'1S~ <br />WestWater estimated the firm yield of the Town's water supply system at approximately 203 <br />million gallons (623 acre-feet). This is a 2-year average based on the 1989-1990 drought event <br />and is based on correlations between snowpack and treatment plant inflows. <br /> <br />'< <br /> <br />x <br /> <br />A comparison of the average annual firm yield and 1999 plant inflows indicates that the Town <br />currently has a tap deficit of about 100 taps and there could be severe water shortages during dry <br />water years. <br /> <br />Developing additional storage appears to be the key to solving the Town's water supply <br />challenge. A summary of primary alternatives developed through the study is provided below. <br /> <br />Alternative Cost Additional Storage Storage Unit Cost <br /> ($ million) (acre-teet) ($ per Ac:re-toot) <br />Todd Reservoir Lining $1.25 245 $5,105 <br />Increase Lone Cabin Storage by 1,705 acre-feet $7.3 1,705 $4,148 <br />Increase Lone Cabin Storage by 1,000 acre-feet $5.9 1,000 $5,857 <br />Stephens Spring Dam Site $9.7 1,189 $8,131 <br /> <br />A fmancial analysis indicates that average tap fee increases to fund these projects would range <br />from about $3,100 and $13,500 per tap. <br /> <br />J:IPROJECTSI99368IReportsIFeasibility wpd <br /> <br /><I> GEl Consultants, Inc. <br />