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� <br /> . Page 21 <br /> ` <br /> � � ., <br /> � EXHIBIT A <br /> � SEWAGE FLOWS BASED ON TABLE 10 FOR ALTERNATE A OF THE "ADDENDUM <br /> TO THE PRELIMINARY ENGINEERING REPORT: ORONO-LONG i.Ai;F <br /> • ZNTERCEPTOR (BY McCOMBS-KNUTSON ASSOCIATES, INC. ; April 1, 1976) . <br /> � <br /> � FLOWS I <br /> w CITY AREA CODE C .F . S . G.P .D. M.G.D. j <br /> I <br /> Orono 1 1 . 54 1, 008 . 184 1 . 01 <br /> � 2 0. 74 478, 241 0.48 <br /> 3 0. 09 58 , 165 0. 06 - <br /> • <br /> Sub-Total . . . . . 2. 39 1, 544, 590 1. 54 <br /> � <br /> Long Lake 1 0. 02 12, 925 0 . 01 <br /> � 2 0. 70 452, 391 0.45 <br /> � Sub-Total . . . . . 0. 72 465 , 316 0. 47 <br /> Minnetonka Beach 1 0. 13 84, 015 0. 08 <br /> Maple Plain 2 0. 28 180, 956 0. 18 <br /> � Baker Park 2 0. 05 32, 314 0. 03 <br /> Medina 2 . <br /> � Morningside Area 0. 07 45, 239 0. 05 <br /> '� Residential Through Maple <br /> • Plain 0. 08 51, 702 0. 05 <br /> � Vo-Tech 0. 07 45 , 239 0. 05 <br /> � Sub-Total . . . . . 0. 22 142, 180 0. 15 <br /> • <br /> TOTALS . . . . . . . 3. 79 2,449, 371 2.45 <br /> 1 <br /> ` <br /> � <br /> • <br /> � <br /> � . <br /> � <br /> � <br />