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(• <br />SEWAGE FLOW <br />Since the original Addendum to the Preliminary Engineering <br />Report for the Orono -Long Lake Interceptor was written in April <br />of 1976, the Orono Comprehensive Sewer Plan has been completed. <br />This plan has affected the design flows for the Metropolitan <br />Interceptor facilities. <br />Exhibit A is a revision of Table 10 from the Preliminary <br />Report Addendum. Flows from Orono have been revised to reflect <br />less urbanization and sewering as planned. by Orono and shown in <br />their comprehensive sewer plan. The table breaks the flows down <br />by pumping stations to which the flows are contributed. <br />The total average flows for 1995 from the revised table <br />are as follows: <br />Station Average Daily Flow cfs <br />Orono Metro 1.65 <br />Long Lake Metro 1.42 <br />Orono Municipal '09 <br />For the Metropolitan pumping <br />stations, the design <br />flows <br />are <br />as follows: <br />Average Daily Flow <br />Peak Factor <br />Peak <br />Flow <br />Orono' 1.65 cfs 1.07 mgd <br />3.3 <br />2450 <br />gpm <br />Long Lake* 1.42 cf s .92 mgd <br />3.4 <br />2200 <br />gpm <br />-1- <br />