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FIGURE 16 ESTIMATION OF INFILTRATION /INFLOW <br />Meter Shed <br />Estimated Residential Equivalent Connections <br />Inch Miles of Sewer pipe (w/o services) <br />Method 1 -NOT APPLICABLE FOR TEMPORARY METERS <br />100 ""`** <br />174.6 in-mi <br />Method 2 -Assume early morning low flow is entirely inflitration (clear water) <br />May -September 2007 <br />8/23/2007 Daily Flow <br />Drv Dav -Early Morning Flow <br />Infiltration rafe: (EMFlin mi) <br />Wastewater per connection: <br />Peak Flow 8128/07 <br />Peak Hour Rate: 9:00 hrs <br />Drv day flow at time <br />Normal Peak <br />Adjusted Peak <br />Calc. PIA Ratio <br />914 gpd/in mi <br />1,874 gpd/connection <br />22,450 <br />19,100 gph <br />gph 0.539 <br />0.458 mgd <br />mgd <br />3,350 gph 0.080 mgd <br />inflow per connection <br />0.460 <br />0.54 mgd <br />1.56 <br />804 gpd/connection <br />Inflow per in mile 460 gpolin mi <br />