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Average design flow for sanitary sewers shall be 100 gpcpd. Maximum design flow for sanitary sewer lines shall be determined by one of the equations indicated below, provided that the maximum design flow for sewer laterals need not exceed 400 gpcpd and the maximum design flow for sewer mains and trunks shall not be less than 250 gpcpd.
Equation 1. Q = 500
Equation 2. Q = 100 (1 + 14 ), where
Q = Maximum design flow, gpcpd
P = Population in thousands
(Ord. 1975-15. Passed 11-10-75.)