(A) Sanitary sewers shall be designed to maintain a minimum velocity of two feet per second at the design flow. The minimum pipe diameter shall be eight inches. The minimum cover over the sewer pipe shall be 36 inches. The sewer pipe shall be designed to carry peak flows based on the Ohio EPA design criteria.
(B) Wye branches shall be installed during the construction of the collector sewers. If the sewer is located in a street, service extensions shall be made to within one foot of the street right-of-way lines. Where the sewer is more than 12 feet deep, risers shall be included as part of the construction work. Such risers shall be brought to between ten and 12 feet below ground.
(C) Sewer service lines shall have a minimum internal diameter of six inches and be laid with a minimum fall of one-eighth inch per lineal foot unless approved otherwise by the village.
(D) A two-foot by two-foot Y pole shall be placed at the end of each service line installed with the sewer so as to stick out three feet above the ground.
(Ord. 287, passed 3-12-2024)