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3. Avoidance of unnecessary treatment works capacity <br />construction . <br />4. The reduction of total wastewater volume which must be <br />treated. <br />The I/I analysis# completed strictly for the southwest Orono <br />collection system, determined that 32% of the total flow was <br />infiltration/inflow. <br />The study found that two districts within the study area <br />were subject to potentially excessive I/I. These districts were <br />analyzed from the cost effectiveness of transporting and treating <br />the wastewater versus the location ard rehabilitation of I/I <br />sources. It was determined that the cost of locating and <br />rehabilitating the I/I sources would exceed the cost to transport <br />and treat these flows. Based on the conclusions of the report# <br />the following recommendations were made: <br />1, That the City of Orono initiate and carry out a <br />continuous I/I identification and correction program. <br />2. That the City promote public awareness of the <br />illegality and consequences of foundation drains discharging <br />to the sanitary sewer system. <br />Because the City of Orono sanitary sewer collection system <br />has been constructed from a variety of piping materials and is <br />located in variable ground water and topographic conditions# the <br />City has developed an ongoing plan for abatement of infiltration <br />and Inflow. This plan includes the following: <br />1. Routine and ongoing televising of the system. Where <br />televising indicates sources of infiltration# chemical <br />inj-^ction treatment is applied to the source to eliminate <br />the infiltration. This procedure has proved especially <br />effective in the older clay tile portions of the system <br />which are subject to a relatively higher potential rate of <br />joint failure and contain a relatively high number of <br />joints. <br />2. Ongoing visual inspection of manholes# and installation <br />of n.opr.n. lin.rs where they would prove effective In <br />reducing infiltration.