Storm sewers shall be constructed according to plans and specifications as follows:
(a) Inlet Basins (See Village of Mount Gilead Standard Details).
(b) Manholes (See Village of Mount Gilead Standard Details).
(1) Maximum spacing 300 feet.
(2) Manholes required at inlet basin connections, junctions changes in direction changes in grade and at end of sewer.
(c) Trench Details (See Village of Mount Gilead Standard Details).
(d) All mains are to be televised and videotaped prior to acceptance. Copies of video records shall be submitted to the Village for approval prior to acceptance.
(e) Deflection testing (5%) required for all flexible pipe mains.
(Ord. 1106. Passed 8-3-87; Ord. 1916. Passed 4-3-23.)