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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 <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 />4.0 1.90 - 2.29 2.8 <br />3.9 2.30 - 2.89 2.7 <br />2.90 - 3.49 2.6 <br />3.7 3.50 - 4.19 2.5 <br />'3.6 4.20 - 5.09 2.4 <br />3.5 5.10 - 6.39 2.3 <br />4 6.40-7.99 2.2 <br />8.00-10.39 2.1 <br />10.4 - 13.49 2.0 <br />13.5 - 17.99 1.9 <br />3.0 18.0 - 29.99 1.8 <br />over 30.00 1.7 <br />46 <br />