(a) Sanitary sewer improvements shall be installed by the subdivider in conformance with the Engineering Design and Construction Standards.
(b) Sanitary sewers shall have a minimum diameter of eight (8) inches.
(c) Lateral connections shall be provided for each lot or for each primary building on the lot from the sanitary sewer to the edge of the public right-of-way or as approved by the Department of Engineering Services.
(d) Sanitary sewage shall not be drained into storm sewers. Storm water, including yard drainage tile, footer drains and roof drainage tile, shall not be drained into a sanitary sewer.
(e) Grades of sanitary sewers shall be designed and installed to provide a minimum flow velocity of two (2) feet per second when the pipe is full.
(f) Sewage lift stations, sewage grinder pumps, or individual household sewage disposal systems shall only be permitted under circumstances of extreme hardship with the approval of the Director of Engineering Services.
(Ord. 02-176. Passed 10-28-02.)