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� Page 19 <br /> The projected flows were estimated by adding an incremental <br /> flow to the existing base flow. The incremental flow was es- <br /> timated by summing projected increases in residential , commercial, <br /> industrial, and institutional conponents of the flow. Residen- <br /> tial per capita flow rates were projected on the basis of <br /> results reported in an interim report, "Analysis of Community <br /> Flows" . Similarly, future commercial per employee flow rates <br /> were estimated. The future incremental flows were estimated <br /> based on population and employment forecasts by the D�etropolitan <br /> Council. <br /> Residential per capita flows in the study area range from � <br /> 45 to 135 gallons per capita per day (gpcd) . Most communities <br /> are estimated to generate 65 gpcd of wastewater by 1990. Future <br /> infiltration rates are estimated to generate about 10 gpcd of <br /> clear water from residential growth. <br /> Results of the wastewater projections are on file with the <br /> r�cacc. <br />