(A) The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe jointing, testing, and backfilling the trench, shall all conform to the requirements of the building and plumbing code or other applicable rules and regulations of the village. In the absence of code provisions or in amplification thereof, the materials and procedures set forth in appropriate specifications of the American Society of Testing Materials, Water Pollution Control Federation Manual of Practice No. 9, and Standard Specifications for Water and Sewer Main Construction in Illinois shall apply. However, no-bell extra strength vitrified clay pipe (ASTM C-700, with PVC collar ASTM D-1784 and compression joint ASTM C-425) shall be used for building sewers six inches in diameter to 12 inches in diameter (bell and spigot types shall not be used). Cement or cast-iron sewers shall be used if the building sewer is in excess of 12 inches in diameter.
(B) The building sewer shall be brought to the building in accordance with village ordinances and § 51.020(B).
(C) The connection of the building sewer into the public sewer shall conform to the requirements of the building and plumbing code, or other applicable rules and regulations of the village, or the procedures set forth in appropriate specifications of the American Society of Testing Materials, Water Pollution Control Federation Manual Practice No. 9, and Standard Specifications for Water and Sewer Main Construction in Illinois. All connections shall be made gastight and watertight. Any deviation from the prescribed procedures and materials must be approved by the Director of Public Works before installation.
(D) Any building sewer installed in or disturbing any public or private sidewalk, driveway, or street shall require granular trench backfill (no sand is allowed).
(Ord. 83-0-028, passed 7-19-83) Penalty, see § 51.999