(A) General. All sanitary sewage consisting of domestic and other water-borne wastes shall be collected and conveyed in a sanitary sewer pipe system to a point of discharge into an existing sanitary sewer system, village interceptor, or sewage treatment plant. No sanitary sewage shall be allowed to enter any storm sewer system or be discharged onto the ground or into receiving streams without first being treated.
(B) Pipe materials.
(1) All sanitary sewer pipe materials shall conform to the latest applicable A.S.T.M., A.S.A., AWWA, A.A.S.H.T.O. or other nationally accepted standards. Only the following sanitary sewer pipe and joint materials are approved for use in the village.
Materials | Joints |
(a) Extra Strength Vitrified Clay (A.S.T.M. C700) with factory-applied PVC collar for 10" diameter or smaller. For installations less than 15 feet in depth. | A.S.T.M. C425 and A.S.T.M. D1784 Class 12454-B for P.V.C. Bell and Collar |
(b) Reinforced Concrete Sewer Pipe (A.S.T.M. C76) for 12" diameter or greater. Class of pipe, coating and lining of the pipe as recommended by the pipe manufacturer and approved by the Village Engineer will be required. | A.S.T.M. C443 |
(c) Standard Polyvinyl Chloride (PVC) Sewer Pipe A.S.T.M. D3034, Type PSM and SDR shall not exceed 26 (SDR, or standard dimension ratio, is the ratio of the pipe outside diameter to the minimum wall thickness; SDR=D/t) for 12" diameter or less and for depths less than 15 feet. | A.S.T.M. D3212 for gasket joints with elastomeric seal (A.S.T.M. F477). |
(d) Ductile Iron Pipe ANSI A21.51 (AWWA C-151), Cement Lined per ANSI A21.4 (AWWA C-104) class thickness designed per ANSI A21.50 (AWWA C-150). | Push-on rubber gasket per ANSI 21.11 (AWWA C111 and C600). |
(e) Heavy wall Polyvinyl Chloride (PVC) Pressure Pipe ANSI/AWWA C-900 or A.S.T.M. D2241 and SDR as defined under (c) above shall not exceed 21. | A.S.T.M. D3139 for rubber gasket joints conforming to A.S.T.M. F477. |
(2) Ductile iron pipe, PVC pressure pipe or reinforced concrete pipe will be required by the village for all installations greater than 15 feet in depth.
(3) Nothing herein shall constitute or imply an endorsement by the village of any one material over another or an opinion by the village regarding equality or superiority or the performance qualities of any of the materials.
(Ord. 07-57, passed 12-17-2007)