(A)   Except as otherwise provided in this section, 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 current requirements of the Springfield Sanitary District, or the current building and plumbing code or other applicable rules and regulations of the village. When no such ordinances, codes, rules, or regulations are in effect, the materials and procedures set forth in current specifications of the American Society of Testing Materials, "Water Pollution Control Federation Manual of Practice No. 9.", and current Standard Specifications for Water and Sewer Main Construction in Illinois, shall apply.
   (B)   The building sewer shall be a minimum diameter of four inches and constructed of cast iron soil pipe, ASTM specifications (A74-72) or equivalent; vitrified clay improved bell sewer pipe, ASTM specification (C-594-74); Schedule 40 PVC-DWV pipe (ASTM D 2665-74); Schedule 40 ABS-DWV pipe (ASTM D 2661-74); or ABS solid wall (Sidewall Thickness to Diameter Ratio 23.5) (ASTM D 2751-73).
(Ord. 79-11, passed 4-10-79; Am. Ord. 16-15, passed 4-26-16)