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<br />I <br /> <br />Section 3 - Development of Alternatives <br /> <br />I <br /> <br />TABLE 3.3 WATER SUPPL Y ALTERNATIVES FOR THE CITY OF FORT MORGAN <br /> <br />I <br /> <br /> Water Ground Level Treated Pipeline <br /> Reservoir Treatment Water StoraQ'c . Pump <br />All. # Code Location Size Plant Location Size Flow Criteria Diameter Station <br /> (Af) Location (MG\ (in) (MGDl <br />I BBF Biiou 130 810ll Fl. Mor.an 4,2 Max Day 24 10.9 <br />2 BBB Biiou 130 BHoo B~u 4,2 Max Hour 33 NA <br />2a BBBIFa Biiou 130 Siiou Biiou .. 2.0 Max Day 27 NA <br />2b BBBIFb Biiou 130 Biiou Biiou." 2.0 Max Day 24 10.9 <br />3 BFF Biiou 130 l. Morpan FL Morpan 4,2 Max Day 24 10.9 <br />4 1'1'1' 'l. Mornn 130 Fl. MorQan FL Moroan 4.2 Supply From SWSP 20 10.9 <br />5 WWF Wil!l!ins 130 Wi22ins Fl. Moman 4,2 Max Day 24 10.9 <br />6 WWB Wiggins 130 WiQQins Biiou 4.2 Max Day IMax Ill. .... 24 I 33 NA <br />7 WWW Wiggins 130 Wiggins Wi"oins 4.2 Max flour 27 NA <br />8 BBNI' Biiou 130 Biiou 'l. Fl. Mor ..... 3.0 I 1.2 Max Day I Max Ilour 30 I 30 NA <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />Max day = 7 MGD; Max Hour = 10.9 MGD; Supply From SWSP = 9.5 cfs <br /> <br />I <br /> <br />. Additional 300,000 gal elevated treated water storage tank in Fe Morgan except on All 2a <br />.. All 23 has 2.5 MG ofElcvatcd storage in Fort Morgan <br />... All 2b has 2.2 MG Ground storage in Fort Morgan <br />.... Pipc from Wiggins to Bijou is designed for Max day. pipe from Bijou to Fl. Morgan is designed for Ma:-.: hour <br />..... 3,0 MG ofsloragc at lhe North Fort Morgan Site, 1.2 MG storage at the Bijou Site <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />MONTGOMERY WATSON <br /> <br />Page 3-9 <br />