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FIGURE 6 ESTIMATION OF INFILTRATION /INFLOW <br />Meter Shed r B <br />Estimated Residential Equivalent Connections <br />Inch Miles of Sewer pipe (wlo services) <br />Method 1 -NOT APPLICABLE FOR TEMPORARY METERS <br />918 <br />102.7 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 />f]rv nav - F~ <br />14,800 gpd <br />Infiltration rate: (EMF/in mi} <br />Wastewater per connection: <br />Peak Flow 8128107 <br />Peak Hour Rate: 5:00 hrs <br />Drv day flow at time <br />Normal Peak <br />Adjusted Peak <br />Calc. P/A Ratio <br />2,056 gpd/in mi <br />343 gpd/connection <br />48,600 gph 1.166 mgd <br />Inflow per connection <br />0.800 <br />1.75 mgd <br />3.33 <br />1,030 gpd/connection <br />Inflow per in mile 9,207 gpd/in mi <br />