(A) Sanitary sewers shall be designed and constructed in accordance with applicable portions of the latest “Standard Specifications for Water and Sewer Main Construction in Illinois” as amended or revised. Those sanitary sewers shall be as approved by the City Engineer. Copies of the IEPA permit applications WPC-PS-1 and their appropriate schedules shall be approved by the City Engineer prior to submittal to the IEPA.
(B) Sanitary manhole castings shall have concealed pickholes, with non-rocking lids.
(C) Sanitary sewer lines shall be installed to serve all properties in the subdivision.
(D) House services shall be installed to the property line of each lot.
(E) The developer is responsible for furnishing the city an accurate map showing the exact location and depth of all house services.
(F) No sanitary sewer mains will be allowed to hook up to the existing sewer system until such time as the new installation has passed an air pressure test and the new system is accepted by the city. The sanitary sewer shall be filled with air to approximately 3.5 p.s.i. and allowed no more than 1 p.s.i. drop for a given period of time which varies with the distance being tested.
(G) No ABS nor PVC sanitary sewer mains will be allowed to hook up to the existing sewer system until such time as the new installation has passed a deflection test and the new system is accepted by the city. Deflection of the Polyvinyl Chloride (PVC) pipe and the Acrylonitrile-Butadiene-Styrene (ABS) composite pipe shall not exceed 5.0%.
(Ord. 567, passed 10-15-90) Penalty, see § 152.99