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Appendices <br /> Appendix A - Wastewater <br /> The actual inflow/infiltration goal will vary over time based on the average base flow for the <br /> community, which also changes over time. <br /> Table A-1: MCES Flow Variation Factors for Sewer Design <br /> Average Flow Peak Hourly Average Flow Peak Hourly <br /> (MGD) Flow Factor (MGD) Flow Factor <br /> 0.00-0.11 4.0 1.90 -2.29 2.8 <br /> 3.9 2.30 -2.89 2.7 <br /> 3.8 2.90 -2.49 2.6 <br /> 0.2d-0.2 9 g 3.7 3.50--4.19 2.5 <br /> 4.8$ � 3.6 4.20-5.09 2.4 <br /> 0.40-0.49 ~ 3.5 5.10 -6.39 2.3 <br /> 0.50-0.64 3.4 6.40 7.9-9 2.2 <br /> 0.65-0.79 __..- 3.3 8,00- 10.39 2.1 <br /> 0.80-0.99 3.2 10.4- 13.49 2.0 <br /> 1.00"'1.19. 3.1 13.5 - 17.99 1.9 <br /> 1.i0-1.49 3.0 180- 29.99 1.8 <br /> 1.50-1.89 2.9 over 30.00 1.7 <br /> 46 <br />