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Table A-2. Wastewater Flow Variation Factors for Determining Infiltration/inflow <br /> Mitigation Goals <br /> e mow y <br /> Oudr ra <br /> #low-oaator, <br /> <0.1 4.5 2.5-3.0 3.2 <br /> 0.1-0.2 4.4 3.0-3.5 3.1 <br /> 0.2-0.3 4.3 3.5-4.0 10 <br /> 0.3-0.4 4.2 4.0-4.5 2.9 <br /> 0.4-0.5 4.1 4.5-5.0 2.8 <br /> 0.5-0.6 4.0 5-6 2.7 <br /> 0.6-0.7 3.9 6-8 2.6 <br /> 0.7-0.8 3.8 8-10 2.5 <br /> 0.8-1.0 3.7 10-12 2.4 <br /> 1.0-1.2 3.6 12-16 2.3 <br /> 1.2-1.5 3.5 16-20 2.2 <br /> 1.5-2.0 3.4 20-30 2.1 <br /> 2.0-2.5 13 >30 2.0 <br /> 47 <br />