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Control C mnission the existing average daily flow in the interceptor <br />and 3.0 persons per single family unit. Using the assumed population and <br />M-kAtMended design guidelines the estimated average daily waste water flow <br />from the proposed development is 45 gallons per minute or 0.1 CE'S with a <br />corresponding peak flow rate of 180 GPM or 0.4 CE'S . <br />Based on this analysis and discussions with the City of Roseville the <br />existing sanitary sewer system has adequate capacity to provide service to <br />the proposed development. <br />29. Utilities <br />Storm sewer and sanitary sewer requirements are 'discussed in Sections (see <br />22.a.1 and 22.a.2). <br />4 <br />