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<br />Estimated Residential Equivalent Connections <br />Inch Miles of Sewer pipe (w/o services) <br /> <br />38.9Iin-mi <br /> <br /> <br />FIGURE 6 ESTIMATION OF INFILTRATION I INFLOW <br /> <br />Meter Shed 1M3 <br /> <br />Method 1 - NOT APPLICABLE FOR TEMPORARY METERS <br /> <br /> <br />Method 2 - Assume early morning low flow is entirely inflitration (clear water) <br /> <br />May - September 2007 <br />8/23/2007 Daily Flow <br />Dry Day - Early Morning Flow <br />Net Wastewater <br /> <br />133,050 Igpd <br />51,600 gpd <br />81 ,450 gpd <br /> <br />2,150 Igph <br /> <br />Infiltration rate: <br /> <br />(EMF/in mil <br /> <br />1,326 gpd/in mi <br /> <br />Wastewater per connection: <br /> <br />IDlY 10! gpd/connection <br /> <br />Peak Flow 8/28/07 <br /> <br />Peak Hour Rate: 03:55 hrs <br />Dry day flow at time <br />INFLOW <br /> <br />11,100 gph 0.266 mgd <br />2,550 gph 0.061 mgd <br />8,550 gph 0.205 mgd <br /> 0.280 <br /> 0.491mgd <br /> 3.68 <br />IDlY IO! gpd/connection <br />5,275 gpd/in m i <br /> <br />Normal Peak <br />Adjusted Peak <br />Calc. PIA Ratio <br /> <br />Inflow per connection <br /> <br />Inflow per in mile <br /> <br />M3 <br />