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St. Anthony 2040 Comprehensive Plan Chapter 7: Sanitary Sewer <br />141 <br /> <br />I/I Analysis <br />St. Anthony’s sanitary sewer system currently consists of approximately 25 <br />miles of gravity main, three lift stations, and 4,500 feet of forcemain. At <br />least 66 percent of the residential housing in the City was constructed prior <br />to 1970, and of the pre-1970 private services, all have been evaluated for <br />I/I. <br />A comparison of the average annual flow versus average dry weather flow <br />by meter service area for 2011-2015 is presented in Table 9. The purpose <br />of this comparison is to give a general indication of the extent of I/I in the <br />region, assuming that I/I is limited during dry months. Dry weather flow is <br />calculated as the average flow during the winter months (December, <br />January, and February). The disparity between average annual and dry <br />weather flow indicates there is still some inflow and infiltration into the <br />system, although that disparity exhibits a slight decreasing trend over the <br />five years shown. <br />TABLE 7-9: DRY W EATHER FLOW VS. AVERAGE ANNUAL FLOW BY METERSHED <br />Meter Service <br />Area Year <br />Average <br />Annual Flow <br />(MGD) <br />Average Dry <br />Weather Flow <br />(MGD) <br />M055 <br />2011 <br />2012 <br />2013 <br />2014 <br />2015 <br />0.345 <br />0.318 <br />0.304 <br />0.325 <br />0.311 <br />0.287 <br />0.287 <br />0.293 <br />0.298 <br />0.308 <br />M055A <br />2011 <br />2012 <br />2013 <br />2014 <br />2015 <br />0.067 <br />0.049 <br />0.060 <br />0.057 <br />0.054 <br />0.056 <br />0.048 <br />0.045 <br />0.045 <br />0.055 <br />M104 <br />2011 <br />2012 <br />2013 <br />2014 <br />2015 <br />0.417 <br />0.319 <br />0.347 <br />0.368 <br />0.302 <br />0.316 <br />0.259 <br />0.229 <br />0.224 <br />0.291 <br /> <br />