(A) All storm sewer pipe materials shall conform to the requirements set forth in Section 1000 - Materials of the State Standard Specifications for Road and Bridge Construction as follows:
(1) Reinforced Concrete Culvert, Storm Drain and Sewer Pipe (RCCP), Class A Materials: Article 1040.03; and
(2) Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe, Class A Materials: Article 1040.05.
(B) Class IV RCCP pipe shall be provided for all storm sewers less than 15 feet in depth over the top of the pipe. For depths greater than 15 feet, but less than 20 feet, Class V RCCP pipe shall be provided. For storm sewers greater than 60 inches in diameter or for depths greater than 20 feet, the storm sewer material class for the RCCP pipe shall be as provided in Section 550.03 of the State Standard Specifications for Road and Bridge Construction.
(C) Alternate pipe materials may be utilized for installations not within a public right-of-way or street for installations which will not be the maintenance responsibility of the village. The alternate pipe material shall meet the requirements for Class B materials set forth in Sections 550.02 and 550.03 of the State Standard Specifications for Road and Bridge Construction.
(D) The village reserves the right to specify a particular kind of material for any installation.
(Ord. 07-57, passed 12-17-2007)