Sanitary sewers shall be designed on a peak design flow basis using one of the following methods:
(A) The ratio of peak average flow (ADF).
(B) Values established from the infiltration/inflow study approved by the OEPA.
(C) Values obtained from the flow records of a similar facility over a period of time sufficient to establish with a reasonable degree of reliability the relationship between average dry weather flow and peak design flow.
(D) Peak flows as determined by the Great Lakes Upper Mississippi River Board (GLUMRB) (Ten States Standards), latest version.
(E) Use of other values for peak design flow will be considered if justified on the basis of extensive documentation.
(F) Pretreatment of all industrial waste must be as prescribed by the village and will require approval of the village for discharge of the effluent into a village sanitary sewer system.
(Ord. 2010-84, passed 8-16-2010)