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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 ~ll <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 BCD 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 '~ .0 <br /> Maximum Month 1,3 1,3 <br /> Maximum Week 1.5 1,6 <br /> Maximum Day 2.0 2.3 <br /> <br /> MW~C_40_REVB. DOC 4-11 <br /> <br /> <br />