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C. Wastewater Flow Projections <br /> The future projections for wastewater flow are'based on current wastewater flow rates. <br /> The future projections should be relatively accurate if the current flow contributions for <br /> residential, commercial, industrial and institutional users are maintained in the future. <br /> Wastewater flow data for 1999, 2000 and 2001 is shown in Table 5. <br /> Table 5. Wastewater Flow Data. <br /> Total Average Average Daily Peak Day Peak <br /> Estimated. Annual Daily Flow Flow per Flow Day <br /> Year Population Flow (MG) (mad) Capita (gpcd) (mgd) Date <br /> 1999 7,982 341.1 0.934- 117 2.843 5/12/00 <br /> 2000 8,012 300_.0 0.820 102 2.557 7/9/00 <br /> 2001 8,042 344.4 0.944 117 3.914 4/23/01 <br /> Average 8,012 328.5 0:899 112 3.105 NA <br /> By looking at the different population scenarios we can get a feel for the range of <br /> potential wastewater flows we will see associated with projected conditions. The <br /> information presented in Table 6 summarizes a range of system wastewater flow <br /> projections. <br /> Table 6.. Projected Wastewater Flows. <br /> Flow Condition Lower Estimate Upper Estimate <br /> Average Day, gpd 1,111,000 1,244,000 <br /> Peak Day, gpd 4,081,000 4,214,000 <br /> Peak Hour, gpd 4,110,000 4,603,000 <br /> C-17 <br />