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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 <br /> 0.19-0.23 <br /> 0.24- 0.29 z - <br /> 0.30- 0.39 <br /> 0.40- 0.49 <br /> 0.50 -0.64 <br /> 0.65-0.79 <br /> 0.80 - 0.99 <br /> 1.00 - 1.19 - - - , <br /> 1.20- 1.49 <br /> 1.50 - 1.89 `- <br /> 46 <br />