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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 />Section 3 - Development of Alternatives <br /> <br />Alternative 2a: Bijou, Bijou, BijouIFort Morgan (BBB/Fa) <br /> <br />Alternative #2a is very similar to alternative #2. In development of the alternative, there <br />was concern that Alternative #2 provided minimal storage in Fort Morgan for <br />emergencies, such as a break in the pipeline between the water treatment plant and the <br />City. Alternative #2a is proposed with elevated storage for treated water in Fort <br />Morgan sufficient to provide one average-day (2.4 MG) of water. The treated water <br />storage at Bijou would be 2.1 MG. The elevated storage in the city removes the need for <br />a 300,000 gallon tank in the city. <br /> <br />D Raw Water Reservoir <br />Q Water Treatment Plant <br />o Treated Water Storage <br />[EgJ Pumping Statlon <br />~ Elevated Water Storage I - 76 <br />L, ..., Wiggins <br /> <br />-------------swsp--------------~ <br />Bijou Creek <br /> <br />~1~t.MOS <br /> <br />4600 <br /> <br />4500 <br /> <br /> <br />Bijou Creek <br /> <br />-- <br />- <br />- <br /> <br />-- __ 27" <br />-.:. <br />7.0MGD - _ <br /> <br />60 psi min. <br />Delivery <br />Pressure <br /> <br />- <br />- <br /> <br />ES <br /> <br />-- <br /> <br />OJ <br />" <br />lL <br /> <br />4400 <br /> <br />Existing Ground <br /> <br /> <br />A. Morgan <br /> <br />4300 <br /> <br />12 <br /> <br />8 <br /> <br />4 <br /> <br />o <br /> <br />Miles <br /> <br />Fig 3.3. Alternative #2a : Bijou , Bijou, BijoulFt. Morgan (BBB/Fa) <br /> <br />MONTGOMERY WATSON <br /> <br />Page 3-13 <br />