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Town of Smithfield, RI
Providence County
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Table of Contents
Table of Contents
No unauthorized person(s) shall uncover, make any connections with, or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Authority.
A. 
There shall be two classes of building sewer permits: Class A permits which shall authorize the connection of residential or commercial buildings to the public sewers; and Class B permits which shall authorize the connection of establishments producing industrial wastes to the public sewer. In either case, the owner(s) or his agent shall make application on a special form provided by the Authority therefor.
B. 
Application for a sewer service line permit shall be made by a licensed plumber or drain layer, his agent, or representative; and shall be made on an application form provided by the Superintendent. Each application shall be supplemented with the plans and specifications for the sewer connection and such other information relating to the building and the wastes to be discharged as may be considered pertinent by the Superintendent. A permit and inspection fee shall be paid to the Authority at the time the application is filed.
No unauthorized person(s) shall discharge or cause to be discharged any wastes into a public sewer unless the acceptance of these wastes has been approved by the Authority. The Authority requires 45 days' prior written notification by any person of the proposed change in volume or character of pollutants over that being discharged into the wastewater treatment works or of a proposed new discharge into the wastewater treatment works of pollutants from any source discharging more than 2,000 gallons per day.
The Authority shall be notified by the owner of the proposed discharge of water from a swimming pool to the public sewer. The Authority shall have the right to approve or deny the request, designate the time and rate of flow permitted, and to enter upon the premises to inspect the project prior to and during the operation. If an owner fails to provide such notification or disregards instruction whether accidental or intentional, the owner will be held responsible for any damage that may be caused from such discharge subject to the enforcement powers contained in these rules and regulations, and the Authority shall not be held liable for said violation.
All costs and expenses incident to the installation and connection of a building sewer shall be borne by the owner(s) and the issuance of the building sewer permit shall be contingent upon the owner(s) indemnifying the Town and Authority against any loss or damage that may be caused, directly or indirectly by the installation of the building sewer and its proper function.
Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the Authority to meet all requirements of these rules and regulations.
All excavations required for the installation of a building sewer shall be open trench work unless otherwise approved by the Superintendent. Pipe laying and backfill shall be performed in accordance with American Society for Testing Materials specifications (C12 and latest revision) except that no backfill shall be placed until work has been inspected by the Superintendent or his designee.
[Amended 4-8-1980]
The size and slope of the building sewer shall be subject to the approval of the Superintendent, but in no event shall the diameter of the pipe be less than six inches; and the slope of the six-inch pipe shall be not less than one-quarter-inch per foot unless the Authority approves four-inch pipe because of extenuating circumstances for a portion or all of the building sewer line after a recommendation of the Superintendent. It is, however, the intent of these rules and regulations that six-inch pipe be used in all cases unless otherwise permitted by the Authority.
Whenever practicable the sewer service line shall be brought to the building at an elevation below the basement floor. No sewer service line shall be laid parallel to, or within three feet of any bearing wall, which might thereby be weakened. The depth shall be sufficient to afford protection from frost. The sewer service line shall be laid to a uniform grade and in straight alignment insofar as possible. Changes in direction shall be made only with properly curved pipe and "rubber ring" fittings. There shall be no bends greater than 45º in any sewer service line. A "cleanout" shall be provided in the basement and at least one additional cleanout [shall be provided] whenever there is a bend or bends in the sewer line. Said cleanout[s] shall be constructed as required by the Superintendent.
In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such sewer shall be lifted by approved means at the owner's expense, except that the Authority may install the lift equipment at its own expense if it deems it in the best interest of the Town. The operation and maintenance of the lift equipment shall be the responsibility of the owner.
[Amended 5-19-1981]
A. 
The sewer service line shall be constructed of extra strength vitrified clay, high impact asbestos cement or cast iron soil pipe, the sections of which are not less than five feet. Joints shall be gasketed or leaded. Cement joints shall not be permitted. In addition to the above types of pipe, the contractor is permitted to use PVC sewer pipe.
B. 
All PVC sewer pipe shall be SDR 35 with a minimum stiffness of 46 psi in accordance with ASTM D-3034 and Uni-Bell Specification UNI-B-4-77. Standard laying lengths shall be 12.5 feet with no more than 15% of the total footage ordered in random lengths of 10 feet minimum length. Joints shall be integral bell and spigot with the rubber ring securely locked in place to prevent "fishmouth" leaks. Installation of PVC sewer pipe shall be in accordance with the manufacturer's recommendations and Uni-Bell Specification UNI-B-5-78.
The connection of the building sewer into the public sewer shall be made at the curb fitting if provided, or the "Y" branch, if such branch is available at a suitable location. Where no "Y" branch is available, a tap shall be made using a saddle by the contractor, unless the Superintendent deems it in the best interest of the Town to have the work done by agents of the Town, in which case the contractor will be billed for the work at reasonable rates. Such connection shall be made at the location specified by the Superintendent and in accordance with the Authority's and Town's specifications.
The applicant for the building sewer permit shall notify the Superintendent when the building sewer is ready for inspection and connection to the public sewer. The Superintendent shall be notified not less than 48 hours in advance of the time any connection is to be made to any public sewer or drain of said Town, or to any existing drain, pipe or similar structure connected thereto and discharging therein, or intended to be so connected and to so discharge. Such connection shall be made only in the presence of said Superintendent affording sufficient opportunity to oversee the construction of all parts of any sewer connected directly or indirectly, or intended to be so connected, to any public sewer or drain of the Town, and to obtain and record the location and other pertinent facts with respect to such drain or sewer. This same requirement shall apply to repairs or alterations to sewers, drains, or pipes discharging thereto.
No building sewer or connection to a public sewer shall be covered until it has been inspected by the Superintendent or his designee and found to conform to the requirements of established standards in all respects and to be satisfactory as to the quality of the workmanship and materials.
The Superintendent shall keep a record of all connections made to public sewers under these rules and regulations and all repairs and alterations made to sewers, building sewer connected to, and discharging into public sewers of the Town or intended to so discharge. All persons concerned shall assist the Superintendent in securing data needed for such records.
When any building, or other structure previously served by a connection to any public sewer or drain is demolished, destroyed, abandoned, or altered so that any drain or portion of an abandoned plumbing system which is directly or indirectly connected to any public sewer or drain is no longer used and is no longer connected to the drainage system of the building or structure, the open end of such drain which discharges, directly or indirectly, into a public sewer or drain shall be promptly closed and sealed off so that no water or waste not otherwise permitted to enter the public sewer or drain shall be so discharged thereinto. The Superintendent shall be notified in writing of such abandonment or discontinuance and all sealing of sewer service lines shall be done by the owner's contractor, to the satisfaction of the Superintendent.
The requirements of local building and plumbing codes shall be observed with respect to fixtures inside or immediately adjacent to buildings and within areas of jurisdiction of said codes, subject only to the general requirements of these rules and regulations. Pipe more than five feet outside the inner walls of any building or similar structure shall conform to the requirements of these rules and regulations as to permits, materials, and workmanship.
No person(s) shall make connection of roof downspouts, 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 or combined sewer unless such connection is approved by the Authority for purposes of disposal of polluted surface drainage.
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 property disturbed in the course of the work shall be restored in a manner satisfactory to the Authority and Town of Smithfield.
A separate and independent sewer service line shall be provided for every building except that when two or more buildings are so situated that a separate and independent sewer service line for each building would involve practical difficulties and impose unnecessary hardships, the Superintendent may authorize the connection of such buildings to the public sewer through a single sewer service line subject to such terms and conditions as to easement, design, and construction as the Superintendent may require.
[Amended 9-5-1978; 5-28-1980]
No person shall construct a building sewer service line or any line within 10 feet of a well or other private source of water. Construction of a building sewer service line or other line transporting any sewage or other effluent may be permitted within 10 feet to 50 feet of any well or other private source of water if the pipe used to construct said line is made of ductile iron with tight joints. If any other pipe is permitted under these rules and regulations to construct said building sewer service line, other than ductile iron, then said construction using other pipe permitted under these rules and regulations shall not be closer than 50 feet of a well or any other private source of water. All construction under this section must have full and complete inspection by an inspector of the Sewer Authority from start to finish.