(a) Standard strength sewage shall be equivalent to sewage derived solely from household sources, businesses, buildings and institutions, exclusive of any industrial waste and shall have the following characteristics:
(1) B.O.D. of 250 mg/l or less;
(2) TSS of 250 mg/l or less;
(3) TKN of 30 mg/l or less.
(b) The admission into the public sewers of any waters or wastes having a B.O.D. greater than 250 mg/l, or containing more than 300 mg/1 of total suspended solids, or containing more than 30 mg/1 of TKN, or containing any quantity of substances having the characteristics listed in Chapter 1048 as prohibited discharges (Section 1048.03) or having an average daily flow greater than five percent of the average daily sewage flow of the Village, shall be subject to the review and approval of the Director. Where necessary, in the opinion of the Director, the owner shall provide at his expense, such preliminary treatment as may be necessary to reduce the B.O.D. to 250 mg/l and the total suspended solids to 300 mg/1 and the TKN to 30 mg/l, or reduce objectionable characteristics or constituents to within the maximum limits provided in Section 1048.03 or control the quantities and rates of discharge of such waters or wastes. Plans, specifications and any other pertinent information relating to proposed preliminary treatment facilities shall be submitted for the approval of the Director and the Ohio Environmental Protection Agency. No construction of such facilities shall be commenced until such approvals are obtained in writing.
(Ord. 1423. Passed 7-10-00.)