Laserfiche WebLink
� � ' Page 48 <br /> � r. <br /> ;�,r. �rad `,an ';�st, '�yur <br /> Ci�y of Orono <br /> t��rch 1 , 1978 <br /> Pace T�ro <br /> Long Lake Station (one pump and one standby pump) <br /> 1600 gpm peak or .65 mgd average <br /> 99 feet of total dynamic head <br /> 16" rorce�r�ain velocity = 2.6 feet per second <br /> 20" Forcerr,ain velocity = 4 feet per second <br /> ropulation Equivalent served by Lift Station <br /> 950 Orono <br /> 400 hiedi na-t�iorni nasi de <br /> 4250 Long Lake J <br /> . The desiyn of the pumps include consirierations for a ?_0-year life base <br /> on current flows and population projections. l�le have used engineering <br /> practices and ooerating experience to size the punps at 100 horsepoti•�er <br /> and to pump against approximately 100 feet of total dynamic head. l�Je <br /> know from experience that pumps in excess of 100 horsepawer and heads <br /> greater than 100 feet involve costly operation and maintenance. <br /> The forcemains are directly related to the pump sizing and are designed <br /> to minimize head loss and still provide adequate scouring velocity at <br /> the design flows. The total dynamic head of approximately 100 feet in <br /> tne forceTain system is higher than average. The Cor�nission owns and <br /> operates 59 lift stations in which one-third of the facilities have <br /> heads of 50 feet or less, one-third have heads between 50 and 90 feet <br /> and the remaining third are considered high head lift stations with <br /> heads greater than 90 feet. <br /> . <br /> _In the design of the lift stations, space has been allocated for the <br /> addition of a third pump. If it becomes necessary to install a third <br /> ' pump in the future to provide a two-pump system with one pump as standby <br /> the capacity of the Orono Station will be increased to 2800 gpm (about <br /> a 17 percent increase) and the Long Lake Station will be increased to <br /> 1900 gpm (about a l9 percent increase). <br /> The 16, 18 and 20-inch forcemain system as proposed for the Orono-Long <br /> Lake Interceptor represent a higher head than normal pumping situation, <br /> but are considered to provide the nost cost effective arrangement for <br /> the design needs. <br /> Enclosed is a map delineating the Orono-Long Lake Interceptor Service <br /> ' Area as defined by the Metropolitan Council in the approval of tne <br /> Preliminary Engineering Report. <br />