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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 <br /> 0.12-0.18 . 2.30 -28� 2.7 <br /> 0.19-0.23 8 2 90 - ?.4Q 2.6 <br /> 0.24-0.29 37 3.50 -4.1, 2 5 <br /> 0.30-0.39 4 5.(9 2.4 <br /> 0.40-0.4950- (-.39 2.3 <br /> 0.50-0.64 } - <br /> 2.2 <br /> 0.65-0.79 <br /> 0.80-0.99 <br /> 1.00- 1.19 <br /> 1.20- 1.49ib 0 - 2 .99, i 8 <br /> 1.50- 1.89 .et-3C 00 i 7 <br /> 46 <br /> 77 <br />