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� 1 .. � " <br /> � : <br /> � JUNE, 1980 � <br /> The Interceptor construction is almost entirely force-main design with , � � •. . <br /> a pump station at each of the� Orono and Long Lake Treatment Plant sites. . <br /> There is no provision for local service along the interceptor except by • � � <br /> means of municipal injection pumping stations . <br /> The Orono-Long Lake Interceptor is designed to accommodate the expected <br /> ultimate (year 2000) sewage flow from Minnetonka Beach , Long Lake , <br /> Medina-Morningside , and urban Orono as follows : <br /> OROTiO - IANG LJ1XE INTEACEPTOR SEFIEA DESIGN CAPACS?Y ' <br /> PIPE 11ND PUMP DESIGN YEAR 2000 DESIGN DEMAND <br /> rverage Daily Flow (cfa) Average Daily Flov (mgd) Peak Flov Severed Sever Units <br /> TY Reaid. Non. Resid. Total Resid. Non Aeaid. Total gp�+ Population Aesid. Non Resid. Total <br /> ORONO fUMP STIITION <br /> ono 1.37 .13 1.50 .89 .08 .97 factoz 7,699 2,405 212 2,617 <br /> ka. Beach .13 .02 .15 .08 .02 .10 3.3 695 220 70 290 <br /> ib. Total 1.50 .15. 1.65 .97 .10 1.07 2,450 8,391 2,625 282 2.9U� <br /> IANG LAKE PUMP STATION • <br /> ono .03 .1• .17 .02 .09 .11 factor 165 52 193 2�5 ' ,' <br />�ng� .�2 .3a .76 .27 .22 .49 3.5 2,350 735 596 1.331 � <br />>dina-MOrn. .07 .00 .07 .OS .00 .OS 265 83 0 83 <br />�b. Total .52 .48 1.00 .3� .31 .65 1,600 2,780 870 7B9 1,659 <br /> FUTURE ORONO INJECTORS • <br /> � <br />�ono .09 -- .09 .06 -- .06 -- 522 163 0 163 <br />_btotal <br /> ll Orono <br />�nly) 1.�9 .27 1.76 .97 .17 1.1� -- 8.386 2.620 405 ' 3.025 . . <br />�tal <br />�terceptoz 2.11 .63 2.7� 1.37 .41 l.�g -- 11,846 3,658 1,071 4,729 <br /> lov Rate: 115 gal/eapita/dsy and 3.2 pmrsona/houaehold � 36B gpd � 1 unit <br />�arce: City of Orono Rosolution Ho. 901; �pril 17, 197! � <br /> Addendtm No. 3, Pzeliainary Engineering Report, Orono-Long Lake interceptor <br /> pzepared by MeCOmbs Itnutson 1►asoci�tes for MfaCC; Novembez. 1977 <br /> �i'he Orono-Long Lake Interceptor has been designed and constructed with <br /> sufficient capacity to permit planned development within the urbanized <br /> areas cf Orono, Long Lake and Minnetonka Beach. The interceptor is <br /> designed to accommodate the existing connections for Hackberry Hills and • <br /> Orono� Schools. The interceptor is designed to accommodate future " <br /> connections from existing housing clusters which requi,re alternative <br /> solutions to sewage treatment, including the 83 properties in Medina- ' <br /> Morningside and up to 163 existing units in the North Shore Drive , CR 15�, ; . ' . <br /> Minnetonka Bluffs and West Ferndale Areas of Orono along the route of • - <br /> the interceptor. There is no interceptor capacity designed to. accommodate • ' <br /> ��w urban development in the existing rural areas of Osono . This capacity. . • <br /> s consistent with the land use plans of the other chapters of Orono ' s � <br /> Community Management Plan. � � ' � <br /> CMP 6-24 � . . <br />