1972-057A Council Ordinances - Laserfiche WebLink

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After lead has set it shall be cualked around the entire joint. Leave a 1/8" clearance between the back surface of the bell and spigot end for movement. The quantity of lead required for 4" pipe is at least 4 pounds; 6", pipe at least 6 pounds; 8" pipe at least 10 pounds. In place of lead, the joint may be made by use of an approved neoprene gasket, especially designed for use in connecting cast iron soil pipe. In the event it is feasible or necessary, as determined by Village Plumbing Inspector and Engineer, that any clay pipe is to be used or any clay pipe and cast iron pipe are to be joined, the type of joint shall be specified by such technicians for the Village. (3) Grades, Unless otherwise authorized, all house sewers shall have a grade of not less than 1/8 inch per foot. A grade of 1/4 inch per foot shall be used whereever practicable. It is the responsibility of the sewer installer to excavate the sewer stub at or near the foundation of the building to be connected. This shall be done before proceeding with any other work. The installer shall next verify the location and elevation of the property service stub at the lot line, so that both sewer pipes that are to be connected will be located and verified before digging the connecting trench. If any discrepance is found that would materially affect the sewer connection as planned, the installer shall promptly notify the Village by contacting the Clerk -Treasurer, the Village Plumbing Inspector, or the Engineer. The Village will assume no responsibility for extra world, damages, or delays unless it is notified as described above and has no opportunity to verify the discrepancy prior to actual installation. (4) Alignment. No connecting sewer shall contain bends or a combination of bends which at any point shall be greater than 45 degrees, and no more than three bends, regardless of angle, shall be permitted in any single house connection. except where manholes are constructed at such points and in manner as directed by the Village Plumbing Inspector, No connecting sewer shall be laid parallel to any bearing wall or footing unless further distant than three feet from any such bearing wall or footing. No connecting sewer shall be laid within twenty feet of any well. (5) Trenching and Backfiliing. All excavations shall be open -trench work unless otherwise authorized by the rillage Plumbing Inspector. The foundation in the trench shall be formed to prevent any subsequent settlement of the pipes. If the foundation is good and firm earth, the earth shall be pared or molded to give a full support to the lower third of each pipe. Bell holes shall be dug to provide ample space for pouring of joints. Care must be exercised in backfilling below the centerline of the pipe in order to give it proper support. Backfiliing shall be placed in layers and solidly tamped or packed up to two feet above the pipe. Backfilling shall not be done until the section to be backfilled has been inspected and approved by the Village Plumbing Inspector. (6) Use of Old House Sewers. Sewer connections may be made directly to the pipe outlet from the building served provided the pipe outlet is cast iron. No cesspool or septic tank shall be connected to any portion of a house sewer that is also laid across ®r over any existing cesspool or septic tank. The existing cesspool or septic tank shall first be pumped clean and filled with earth to the surrounding ground level. (7) Connections at Stub Only. Every connecting sewer shall be connected to the municipal system only at the stub provided for the property served by the connection except where Otherwise expressly authroized by the Village Council.