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FIGURE 14 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 />764 <br />69.2 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 />vi y vay - jai iy i <br />Net Wastewater <br />Infiltration rate: (EMF/in mi) <br />Wastewater per connection: <br />Peak Flow 8128107 <br />gpd <br />1,127 gpd/in mi <br />166 gpd/connection <br />Peak Hour Rate: 5:00 hrs 15,200 gph 0.365 mgd <br />Dry day flow at time 3,350 gph 0.080 mgd <br />INFLOW 11,850 gph 0.284 mgd <br />Normal Peak 0.300 <br />Adjusted Peak 0.58 mgd <br />Calc. PIA Ratio 2.83 <br />Inflow per connection <br />372 gpd/connection <br />Inflow per in mile 4,110 gpolin mi <br />