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4. WASTEWATER CHARACTERISTICS <br /> <br />4.3.1 Wastewater Flows <br />Table 4.3.1-1 presents the selected design factors for flow. <br /> <br />TABLE 4.3.1-1 <br />Selected Flow Per Capitas and Peaking Factors <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Seasonal Average Per Capita Values <br /> Parameter Dry Weather Value Wet Weather Value <br /> <br />Flow (gpcd) 129 229 <br /> <br /> Peaking Factor Values <br /> Flow Condition Dry Weather Value Wet Weather Value <br /> <br />Average 1.0 1.0 <br /> <br />Maximum Month 1.5 1.6 <br />Maximum Week 2.2 2.4 <br />Maximum Day 3.2 3.3 <br />Peak Hour 4.0 B <br /> <br />4.3.2 Wastewater Loads <br />Tables 4.3.2-1 and 4.3.2-2 present the selected design factors for BOD and TSS loading, <br />respectively. <br /> <br />TABLE 4.3.2-1 <br />Selected BOD Loading Per Capitas and Peaking Factors <br />MWMC Facilities Plan, Eugene-Springfield <br /> <br /> Seasonal Average Per Capita Values <br /> Parameter Dry Weather Value Wet Weather Value <br />CBOD (ppcd) 0.185 0.185 <br /> Peaking Factor Values <br /> Condition Dry Weather Value Wet Weather Value <br />Average 1.0 1.0 <br />Maximum Month 1.3 1.3 <br />Maximum Week 1.5 1.6 <br />Maximum Day 2.0 2.3 <br /> <br /> MWMC_4.0_REV8, DOC 4-11 <br /> <br /> <br />