Types of pipe acceptable for standard side sewer installations are as listed in this Article VII.
(Ord. 154 § 7.01, 1974; Ord. 692 § 8, 2009)
Except as provided in EMC § 13.30.0612 for use of cast iron pipe in unsupported locations, sewer pipe shall be PVC minimum Schedule 35 meeting ASTM F-789 and sewer pipe fittings shall be PVC minimum Schedule 40 meeting ASTM 3034.
(Ord. 154 § 7.02, 1974; Ord. 502 § 4, 1996)
Use of asbestos cement pipe, vitrified clay pipe and concrete pipe is no longer permitted.
(Ord. 154 § 7.03, 1974; Ord. 502 § 5, 1996)
Repealed by Ord. 502.
(Ord. 154 § 7.04, 1974; Ord. 502 § 6, 1996)
All sewer pipe installed on private property with the distance from the ground surface to the top of the pipe barrel greater than six feet shall conform to EMC § 13.30.0702. Where the distance is less than six feet, the pipe shall conform with EMC § 13.30.0702 and § 13.30.0703.
(Ord. 154 § 7.05, 1974)
All side sewers installed within public right of way or easements and connecting to sewer mains shall conform with EMC § 13.30.0702 and § 13.30.0703.
(Ord. 154 § 7.06, 1974; Ord. 502 § 7, 1996)
Installation of fittings within side sewers shall conform to the following spacing, arrangements and size:
All changes in directions shall be made with 1/8 bends (45 degrees), 1/16 bends (22-1-1/2 degrees) or wye branches with the straight-through opening plugged for a cleanout. Not more than two bends shall be installed between cleanouts. Cleanouts, including those for commercial property, shall be installed at locations designated by the City but in no case will the distance between cleanouts exceed 100 feet. Suitable frames and covers of a type designated by the City shall be used for all cleanouts on commercial property and shall be cast concrete block flush with do final paving. Cleanouts which shall extend to within 12 inches of the ground surface shall be plugged to prevent entrance of dirt, toots or ground water.
(Ord. 154 § 7.07, 1974)