(A) No unauthorized person shall uncover, make any connections with or opening into, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Superintendent.
(B) (1) There shall be 2 classes of building sewer permits:
(a) For residential and commercial service; and
(b) For service to establishments producing industrial wastes.
(2) In either case, the owner or his or her agent shall make application on a special form furnished by the town. The permit application shall be supplemented by any plans, specifications, or other information considered pertinent in the judgment of the Inspector. A permit/inspection fee of $25 for residential or commercial building sewer permit and $500 for an industrial building sewer permit shall be paid to the Clerk-Treasurer at the time the application is filed.
(C) All costs and expenses incident to the installation and connection of the building sewer shall be borne by the owner. The owner shall indemnify the town from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer.
(D) A separate and independent building sewer shall be provided for every building; except where 1 building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, courtyard, or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as 1 building sewer.
(E) Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the Inspector, to meet all requirements of this subchapter.
(F) The size, slope, alignment, materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench, shall all conform to the requirements of the building and plumbing code or other applicable rules and regulations of the town or state. In the absence of code provisions or in amplification thereof, the material is to be 6 inches SDR 35 Unibell Joint - ASTM 3034 - Cell Class 12454B or better materials and procedures set forth in appropriate specifications of the A.S.T.M. and W.P.C. Manual of Practice No. FD-5 shall apply.
(G) In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by the building drain shall be lifted by an approved means at owner’s expense and discharged to the building sewer. A sump pump shall not be considered an approved means.
(H) No person shall make connection of roof downspouts, exterior foundation drains, areaway drains, or other sources of surface runoff or groundwater to a building sewer or building drain which in turn is connected directly or indirectly to a public sanitary sewer.
(I) The connection of the building sewer into the public sewer shall conform to the requirements of the building and plumbing code or other applicable rules and regulations of the town or the procedures set forth in appropriate specifications of the A.S.T.M. and the W.P.C. Manual of Practice in No. FD-5. All these connections shall be made gastight and watertight. Any deviation from the prescribed procedures and materials must be approved by the Superintendent before installations.
(J) The applicant for the building sewer permit shall notify the Inspector when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the Inspector or his or her representative.
(K) All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, and other public from hazard. Streets, sidewalks, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the town.
(1996 Code, § 9-13) (Ord. 1991-1, § 4, passed 4-10-1991)