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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 4.5 2.5-3.0 3.2 <br /> 0.1-0.2 44 3.0-3.5 3.1 <br /> 0.2-0.3 4.3 3.5-4.0 30 <br /> 0.3-0.4 4 2 4.0_4.5 29 <br /> 0.4-0.5 4 1 4 5--5.0 2.8 <br /> 0.5-0.6 A.C 5-G 2.7 <br /> 0.6-0.7 ti 0 C-8 2 C- <br /> 0.7-0.8 <br /> 0.7-0.8 3 8 8-10 2.5 <br /> 0.8-1.0 0-12 2.4 <br /> 1.0-1.2 3.G 12-1G2.3 <br /> 1.2-1.5 5 1 --20 <br /> 1.5-2.0 ? ; 20-30 2 1 <br /> 2A-2.5 <br /> . .� 30 0 <br /> 47 <br /> 78 <br />