(A) Where the subdivision is located within the village limits and public sanitary sewers are available, each lot within the subdivided area shall be provided with a connection to a sanitary sewer, the sewer connection to terminate not less than two feet beyond the curb or one foot outside the sidewalk when the sidewalk adjoins the curb. All connections to the sanitary sewer system and the subdivision sewer system shall comply with the ordinances of the village and of the Sanitary District pertaining to sewers and all construction of the system shall be subject to the direction and approval of the Village Engineer or of the Superintendent of the Sanitary District.
(B) If, at any time of final platting, sanitary sewer facilities are not available to the plat, but under contract to be built and will become available within a period of two years from the date of plat recording, the subdivider shall install or cause to be installed mains throughout the subdivision service to each street lot line in accordance with this section and shall cap all laterals as may be specified by the Village Engineer. The size, type and installation of all sanitary sewers proposed to be constructed shall be in accordance with plans and standard specifications approved by the Village Engineer.
(C) The subdivider shall construct sanitary sewers in such a manner as to make adequate sanitary sewerage service available to each lot within the subdivision. If public sewer facilities are not available, the subdivider shall make provision for adequate private sewage disposal systems if soil and water conditions are favorable or if adequate methods are undertaken to overcome limitations of the natural capabilities of the land for waste disposal systems. The installations shall meet standards specified by the village and State and County Boards of Health.
(D) Sanitary sewer pipe shall be scaled with resilient compression joints and shall conform to ASTM Designation C425-66T Type I or II.
(1) The minimum diameter of all lateral sewers shall be eight inches and all pipe under 24-inch internal diameter shall be bell and spigot, salt glazed, vitrified clay pipe, conforming to ASTM Specification E-0200 for extra strength pipe.
(2) Asbestos-cement sewer pipe and cast iron sewer pipe may be used as an alternate sanitary sewer material.
(3) The alternate materials shall conform to specifications approved by the Village Board and copies of the same shall be on file with the Village Clerk.
(4) Four- or six-inch house service stubs shall be installed as required to provide sewer service to every lot in the subdivision wherever house sewers cannot subsequently be installed without tunneling under or crossing the street pavement.
(5) The house services shall extend to the street or lot line and shall have a depth of not less than seven feet at the terminus, wherever possible.
(6) Lateral sewers, wherever possible, shall have a minimum depth of eight feet below the established street grade.
(7) All sewers should be backfilled with sand or other materials specifically approved by the Village Engineer.
(2001 Code, § 34-7-11)