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Table A-2. Wastewater Flow Variation Factors for Determining Infiltration/inflow <br /> Mitigation Goals <br /> Average Flow Peak Hourly Average Flow Peak Hourly <br /> (MGD) Flow Factor (MGD) Flow Factor <br /> <0.1 <br /> 0.1-0.2 <br /> 0.2-0.3 r) <br /> 0.3-0.4 <br /> 0.4-0.5 <br /> .0 <br /> 0.5-0.6 <br /> 0.6-0.7 <br /> 0,7-0.8 <br /> 0.8-1.0 <br /> 1.0-1.2 <br /> 2.0-2.5 <br /> 47 <br />