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� - � Page 41 <br /> A. To move the MUSA line now, to correspond with the <br /> MUSA line as shown on Exhibit A. <br /> B. To move the MSSR line now, to correspond with the <br /> MSSR line as shown on Exhibit A. <br /> C . To move the Interceptor Sewer Service line to <br /> correspond with the Interceptor Sewer Service Area line as <br /> shown on Exhibit A. <br /> D. To amend the Orono Systems Statement to reflect <br /> the move of the MUSA line, MSSR line and the Znterceptor Sewer <br /> Service Area line as shown on Exhibit A so that the new loca- <br /> tion may be used as a basis for the completion of the City of <br /> Orono ' s Comprehensive Land Use Plan in compliance with the <br /> L,and Use Planning Act. This amendment would be consistent <br /> with the Orono Systems Statement proposed by Sandy Dean, the <br /> staff consultant to the hietropolitan Council , dated May 10 , <br /> 1977 , and transmitted to the City of Orono on May 11 , 1977 . <br /> E. To approve and adopt the April , 1977 Comprehen- <br /> sive Sewer Plan as an interim plan until the final adoption <br /> of the �Comprehensive Land Use Plan pursuant to the Land Use <br /> Planning Act in 1980 , and to use in the review of this plan . <br /> the Metropolitan Council Review proposed by Sandy Dean, dated <br /> June 13 , 1977 , and transmitted to the City of Orono on June - <br /> 15 , 1977 , attached hereto and incorporated hereby by reference <br /> as Exhibit B. <br /> F . To review the existing Systems Statement to con- <br /> form with the above noted Systems Statement and Review of the <br /> City of Orono ' s Interim Comprehensive Sewer Plan by Metropolitan _ <br /> Council staff inember Sandy Dean. <br /> G. Agree that the ultimate design capacity, <br /> expressed in flow , residential population and number of <br /> residential dwelling units , of the Orono pumping station, <br /> Long Lake pumping station and the Orono municipal pumping <br /> stations of the Orono-Long Lake interceptor, as determined <br /> in Addendum No. 3 of the Preliminary Engineering Report for <br /> the Orono-Long Lake interceptor 8ated November, 1977 , is as <br /> follows: <br /> ( 1 ) Orono Pumping Station total capacity: <br /> a. Average daily flow 1 . 65 cfs - 1 . 07 MGD <br /> Peak factor 3 . 3 <br /> Peak flow 2450 gpm <br /> -4- <br />