Sanitary sewer facilities shall be provided to adequately service the subdivision and conform to the city’s sewer system and shall conform to the following.
(A) All sewer pipe shall be vitrified clay sewer pipe, PVC SDR-26 with SDR 35 fittings, or cast iron or other approved pipe as so required by the State Health Department according to their design criteria.
(B) A minimum of eight inches sewer pipe is preferred. A six-inch pipe shall be acceptable only where so approved by the City Engineer.
(C) Developer shall include necessary manholes, cleanouts, lift stations and service lines to individual lots.
(D) All joints shall be sealed with a bituminous compound, rubber ring gaskets or other approved types of joint seals.
(E) In general, sewers shall be located in the utility easements or on opposite side of streets from water lines.
(Ord. 328, passed 11-20-84; Am. Ord. 108-95, passed 2-21-95)