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Standard Flow Rates Table 10-8 below summarizes the wastewater flow assumptions for each land use designation that were used to calculate future flows. The density values listed are from the 2040 Land Use Plan. These densities were multiplied by 180 gallons per unit per day, a MCES standard value for residential wastewater production, to provide the design wastewater flows for the residential land uses. A MCES standard value for non-residential wastewater production of 800 gallons per acre per day was assumed for the business park, commercial, and industrial land use types. IX.W 2040 COMPREHENSIVE PLAN UPDATE Table 11-8 Wastewater Flow Calculation Assumptions Agricultural Business Park - - 800 Commercial - - 800 Industrial - - 800 Very Low Density Residential 0.5 180 90 Low Density Residential 3 180 540 Medium Density Residential 5.5 180 990 High Density Residential 9 180 1,620 Large Lot Residential 0.1 180 18 Mixed Use* 10 - 1,300 Public/Quasi-Public** - - 0 *The design wastewater flow for Mixed Use is based on 50% residential development at a density of 10 units/acre and 50% commercial development. For the remaining non-residential land use classifications, the MCES flow estimates were used. **Since the City of Hugo has many bogs and ponds throughout the city, it was assumed that most of the Public/Quasi-Public land designations include these bogs and other parks that do not produce wastewater flows. Therefore, the design wastewater flow for Public/Quasi-Public is zero. If 1206112r.IMc5YA for review only COMPREHENSIVE SANITARY SEWER PLAN W