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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 />2.5-3.t, <br />0.1- 0.2 <br />3.0-3.5 3.1 <br />0.2-0.3 <br />4.3 3.5-4.0 3.0 <br />0.3-0.4 <br />4.2 4.0-4.5 2.9 <br />0.4-0.5 <br />4.5-5.0 2.8 <br />0.5-0.6 <br />5-6 2.7 <br />0.6-0.7 <br />3.9 6-8 2.6 <br />0.7-0.8 <br />3.8 8-10 2.5 <br />0.8-1.0 <br />3.7 10-12 2.4 <br />1.0-1.2 <br />3.6 12-16 2.3 <br />1.2-1.5 <br />3.5 16-20 2.2 <br />1.5-2.0 <br />3.4 20-30 2.1 <br />2.0-2.5 <br />3.3 >30 2.0 <br />47 <br />