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and a day tank. The water blending station will be located at the Town's existing <br />water tank site. <br />Current projections show that the Town only needs the volume supplied by an <br />eight-inch line. The capacity of an eight inch line equates to 416 gpm compared <br />to the existing total maximum day flow of the Town's wells being 315 gpm. The <br />facilities in this alternative would be designed, constructed and owned by the <br />Town who would also operate them. <br />In order to accommodate future growth that may exceed the projected 4%, the <br />project will be bid with both 8-inch and 12-inch pipe sizes. Constructing a 12- <br />inch line would increase the line capacity to 833 gpm and also allow the Town to <br />sell wholesale water to Pioneer Community Developments and provide for <br />purchase of water from Pioneer, should the Town's system ever be inoperable <br />for any reason. <br />Alternative 2 <br />This alternative involves the purchase of water from an unnamed landowner <br />located in the Lost Creek water shed. Because the seller of water has not been <br />identified for this alternative, an estimate was made based on a farm located in <br />the middle of the Lost Creek water shed and along the alignment of the proposed <br />pipeline route to the Town's existing Roggen wells that are currently not being <br />used. It is estimated that approximately 9.2 miles of 8-inch piping would be <br />required to deliver water to the existing Town water tanks. The cost analysis <br />presented includes two lift stations. This is required because the elevation lift is <br />higher than what can be accomplished with one lift station. <br />To provide backup reliability of the system, the project design would include the <br />construction of a parallel 8-inch pipe for approximately 15,800 feet. This pipe <br />would ultimately be used for sending water from the Town's Roggen wells to a <br />new water tank on the NE side of Town. The Roggen water alternative is further <br />explained below in Alternative 2A. The cost for this additional piping is not <br />included in the attached cost matrix for Alternative 2. The total cost for this <br />parallel section would be in the range of $534,000 if it were constructed <br />separately from the Alternative 2 project. Constructing this as a parallel line with <br />Alternative 2 would reduce the pipeline costs to $267,000. <br />Alternative 2A <br />This alternative is a phased expansion of Alternative 2 to construct approximately <br />10.2 miles of new water line to transport the 247 acre feet of Roggen water to the <br />proposed Keenesburg water tank site. <br />Using the water from the two Roggen wells with a decreed capacity of 247 acre- <br />feet will more than double the current decreed capacity of the Town's wells, <br />Feasibility Study -Keenesburg, CO <br />1/23/2009 7 <br />