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HomeMy WebLinkAbout010 Residential WW Usage & Peaking Factor Wastewater Daily Flow Analysis Autumn Grove Condominiums Average Daily Flow No of Units 47 Residents/unit 2.11 Gallons per Capita/day 89 Average Daily Flow 8,826 gpd Peakinp, Factor Calculations Zoning Acres Units/Acre Density Total (residents/unit) Pop_ oulation R3 5 9.4 2.11 99 Peaking = Q(max) = 18 +P 0.50 P =Population/thousands =99/1000 °0.099 Factor Q(ave) 4 +P 0.50 Peaking Factor = 4.24 Peak Hour Sewer Demand Average Daily Flow 8,826 gpd 367.8 gph 6.1 gpm Peaking Factor 4.24 X�``"' Peak Hour Sewer Demand 1561.0 gph ,••0;lRl5 G.•' s 26.0 gpm = 13!'0FS 'I , Cr 208.68 cfh AFS• �cENsty�C� � 3.48 cfm i TONAL 0.058 cfs ��1111110",