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Resolution 901
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Resolution 0001-7547
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Reso 0900 - 0999 (April 13, 1978 - February 27, 1979)
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Resolution 901
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11/16/2015 10:09:46 AM
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Mr. Brad Van Nest, Mayor <br />City of Orono <br />• March 1, 1978 <br />Page Two <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" Forcemain velocity = 2.6 feet per second <br />20" Forcemain velocity = 4 feet per second <br />Population Equivalent served by Lift Station <br />950 Orono <br />400 Medina -Morningside <br />4250 Long Lake <br />The design of the pumps include consideration's for a 20 -year life base <br />on current flows and population projections. We have used engineering <br />practices and operating experience to size the pumps at 100 horsepower <br />and to pump against approximately 100 feet of total dynamic head. We <br />know from experience that pumps in excess of 100 horsepower 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 i::)oroximately 100 feet in <br />the forcemain system is higher than average. The Commission 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 />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 19 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 most 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 the <br />Preliminary Engineering Report. <br />
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