[Ord. No. 5-2006; Ord. No. 22-2010]
A. 
Permit requirements. No unauthorized person shall uncover, make any connection with or opening into, use, alter or disturb any public sewer or appurtenances thereof without first obtaining a written permit from the city.
B. 
Connection fees. Before any work is commenced, the owner(s) shall make an application for a connection permit which shall be filed on a permit form supplied by the city and accompanied by a connection fee. Such fee shall be as stated in Section 127-10, Rates and charges, and a connection permit issued by the city shall be obtained therefor.
C. 
Connection mandatory. When a sewerage system along any street or road of the city is available for the acceptance of sewage, notice shall be given by the city to all property owners along the lines of said sewerage system, as aforesaid, to connect their buildings therewith in accordance with the terms of this chapter and the city's sewer connection fees established in Section 127-10. Said notice shall be addressed to the owner of the property as the name of the owner appears on the last tax duplicate of the city, shall describe the property by lot and block designation as appears on the Tax Map of the city and by the street address and shall state under terms of this chapter that the owner is required to connect the building or buildings on said property with the sewerage system within that period set forth by the city and payment of the sewer connection fee. Said notice shall further inform the owner of the penalty which may be imposed for failure to comply with said notice in accordance with the terms of this chapter. Said notice may be served on the owner personally or by leaving it at his usual place of abode with a member of his family above the age of 18 years if the owner has a place of abode within the City of South Amboy, or said notice may be served within or without the limits of the city by mailing the same by certified mail to the last known post office address of said owner as the same appeared on the last tax duplicate of the city.
D. 
Failure of owner to connect. If the owner of any house, building or structure shall fail to make any connection required by this chapter within six months after service of said notice as set forth in Subsection C above, the city may proceed to make such connection or cause the same to be made and assess the cost thereof as a lien against such house, building or structure pursuant to and in accordance with the provisions of N.J.S.A. 40A:26A-11 through 40A:26A-14. The owner of any such house, building or structure failing to make such connection shall also be subject to a fine not to exceed $100.
E. 
Cost of connection. All costs and expenses incidental to the initial installation and connection of a building sewer shall be borne by the owner. All costs and expenses incidental to the repair and maintenance for that portion of the building sewer between the building and the curb shall be borne by the owner. All costs and expenses for repair and maintenance for that portion of the building sewer between the curb and the main, except for laterals which are plugged by roots, debris or other obstructions, shall be borne by the city.
F. 
Separate building sewers required. A separate and independent building sewer shall be provided for every building, with the following exceptions:
(1) 
Where one building stands at the rear of another or 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 one building sewer.
(2) 
Where real estate developments contain one or more private streets supplied with lateral sewers privately constructed, any such lateral sewer privately constructed shall be constructed in accordance with the standards contained herein and shall be properly maintained at all times.
(3) 
Duplex houses on separated lots must have separate sewers installed at the time of the replacement or major repair to the sewer line.
G. 
Use of old building sewers. Old building sewers may be used in connection with new buildings when said new buildings replace old buildings only when they are found, on examination and testing by the city, to meet all requirements of this ordinance.
H. 
Building sewer and trench specifications. The size, slope, alignment and 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 Construction and Plumbing Codes or other applicable rules and regulations of the city. In the absence of code provisions or an amplification thereof, the materials and procedures set forth in appropriate specifications of the American Society for Testing and Materials (ASTM) and Water Pollution Control Federation (WPCF) Manual of Practice No. 9 shall apply.
I. 
Elevation of sewer; lifting of sewage. Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sewer.
J. 
Prohibited connections. No person(s) shall make any connection of roof downspouts, exterior foundation drains, basement sump pump discharges, 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.
K. 
Connection to a public sewer. The connection of the building sewer into the public sewer conform to the requirements of the New Jersey State Uniform Construction and Plumbing Codes or other applicable rules and regulations of the city or the procedures set forth in appropriate specifications of the ASTM and the WPCF Manual of Practice No. 9. All such connections shall be made gastight and watertight and verified by proper testing. Any deviation from the prescribed procedures and materials must be approved by the city before installation.
L. 
Connection work. All work shall be performed by or under the immediate supervision of a plumber duly licensed by the State of New Jersey. The person so licensed to make such connection or opening shall comply with and be responsible for the following:
(1) 
All openings into any sewer shall be made carefully, without injuring the same, and in accordance with State Uniform Construction Code standards.
(2) 
No obstruction of any description whatsoever shall be left in the connection.
(3) 
Unless otherwise approved by the city, a minimum separation of 10 feet on-center shall be maintained between the house sanitary connection and the house water service, and the waterline shall be at an elevation 18 inches higher than the sewer line if laid within 10 feet of the sewer line.
(4) 
Any damage or injuries that may occur to persons, animals or property by reason of any opening in any street or right-of-way made by them or those in their employ.
(5) 
The applicant for the building sewer permit shall notify the city a minimum of 24 hours prior to when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of a plumber licensed by the State of New Jersey. No work shall be covered until inspected by the city or its representative. All excavations for building sewer installations shall be adequately guarded with barricades and lights so as to protect the public from hazards. Proper shoring shall be provided where necessary to avoid cave-ins into trench excavations. In the event that water conditions are encountered during trench excavations, a licensed plumber shall provide suitable pumping equipment to ensure installation of the house sanitary sewer under reasonably dry conditions. Said groundwater is to be disposed of in storm drainage facilities. Under no circumstances is groundwater to be disposed of in the sanitary sewers. At the time of connection to a public sewer, any septic tanks, cesspools and similar private sewage disposal facilities shall be abandoned, pumped out and filled with suitable inert material. Under no circumstances shall said sanitary water material be disposed of into city sanitary sewers.
(6) 
All excavation shall be backfilled and compacted. In no case shall boulders or rock layers be used for backfill within two feet of any house sanitary sewer service connection. Where road pavement must be cut it will be necessary to first secure a street opening permit from the city. All requirements set forth in said permit shall constitute part of this chapter. The licensee and owner of the land benefited by the sewer connection shall be deemed to have accepted such permit or the issuance of the same on condition that there will be full compliance with the provisions of said section and that such persons will be bound thereby.
(7) 
Streets, sidewalks, parkways and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the city.
M. 
The provisions of the New Jersey State Uniform Construction Code applicable to plumbing shall apply except as required as required herein.
A. 
Prohibited discharges to sanitary sewers.
(1) 
No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer, except as permitted by the order of the city. Stormwater, other than that exempted above, and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as storm sewers or to a natural outlet approved by the city and other regulatory agencies.
(2) 
Unpolluted industrial cooling water or process waters may be discharged, on approval of the city, to a storm sewer, combined sewer or natural outlet.
(3) 
Except as hereinafter provided, no person(s) shall discharge or cause to be discharged any of the following described waters or waste to any public sewers:
(a) 
Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
(b) 
Any water or wastes containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, to injure or interfere with any sewage treatment process and/or constitute a hazard to humans or animals or create a public nuisance.
(c) 
Any waters or wastes having pH lower than five point zero (5.0) or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewer works.
(d) 
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works, such as but not limited to ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, blood, paunch manure, hair and fleshings, entrails and paper dishes, cups and milk containers, either whole or ground by garbage grinders.
(e) 
Any liquid or vapor having a temperature higher than one hundred twenty degrees Fahrenheit (120° F.).
(f) 
Any water or waste which may contain more than 100 milligrams per liter (100 mg/l) by weight of fat, oil, wax or grease or containing other substances which may solidify or become viscous at temperatures between thirty-two and one hundred fifty degrees Fahrenheit (32° and 150° F.).
(g) 
Any garbage except properly shredded garbage. The installation and operation of any garbage grinder equipped with a motor of three-fourths (3/4) horsepower or greater shall be subject to the review and approval of the city.
(h) 
Have a flash point lower than two hundred thirty-five degrees Fahrenheit (235° F.) as determined by the Tagliabue (Tag) closed-cup method.
(i) 
Any ashes, cinders, stones, sand, mud, straw, shavings or sawdust, metal, sticks, coarse rubbish, glass, rags, tar, feathers, plastics, waste rubber, animal guts or tissues, entrails, blood, hair, hides, wood, paunch manure or any other substance likely to damage, destroy or cause an obstruction to the flow in any sewer or which may interfere with the proper operation of the sewerage works.
(j) 
Any waters, sewage or wastes having a pH higher than nine point zero (9.0).
(k) 
Any waters or wastes containing a toxic, poisonous or radioactive substance in sufficient quantity to injure or interfere with any sewage treatment process or to constitute a hazard to humans, animals or marine life, or create any hazard in the receiving waters. Radioactive wastes or materials may be discharged into a public sewer if Conditions I and II below are met and if either Condition III or IV is also met, provided that such discharges are in compliance with applicable state and federal regulations:
[1] 
Condition I: Such wastes must be readily soluble or dispersible in water.
[2] 
Condition II: The gross quantity of all radioactive materials so discharged must not exceed one curie per year.
[3] 
Condition III: The daily quantity of any radioactive material, if diluted by the average daily volume of sewage discharged into the system from the installation, must not exceed the maximum concentrations allowed by regulations of the United States Nuclear Regulatory Commission.
[4] 
Condition IV: Daily quantities of radioactive materials up to the maximum permitted by the United States Nuclear Regulatory Commission may be so discharged, provided that the total monthly quantities, if diluted by the average monthly volume of sewage discharged from the installation, do not exceed the concentration permissible under Condition III above.
(l) 
Any noxious, malodorous or taste-producing gas, vapor or substance, such as phenols, capable of creating a public or private nuisance or which may prove toxic to the sewage treatment processes or which may exceed acceptable limits for discharge to receiving waters.
(m) 
Materials which exert or cause:
[1] 
Unusual concentrations of inert suspended solids, such as but not limited to Fuller's earth, lime slurries and lime residues, or of dissolved solids, such as but not limited to sodium chloride and sodium sulfate.
[2] 
Excessive discoloration such as, but not limited to, dye wastes and vegetable tanning solutions.
[3] 
Unusual BOD, suspended solids, chemical oxygen demand or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works.
[4] 
Unusual volume of flow or concentration of wastes constituting slugs.
(n) 
Water or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment process employed, or are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(o) 
Any substance prohibited by any federal, state, county or municipal regulatory agency or governmental body, including but not limited to the Federal Environmental Protection Agency, the New Jersey Department of Environmental Protection, the Middlesex County Utilities Authority or the city, as set forth or determined by the rules, regulations or requirements of such regulatory agencies or bodies.
(p) 
Any waters or wastes containing strong acid iron pickling wastes or concentrated plating solutions, whether neutralized or not.
(q) 
Any waters or wastes containing iron, chromium, copper, zinc and similar objectionable or toxic substances or wastes exerting an excessive chlorine requirement to such degree that any such material received in the composite sewage at the sewage treatment works exceeds the limits established by the city for such materials.
(r) 
Wastewater from industrial plants containing flotable oils, fat or grease.
(s) 
Wastewater containing more than 25 milligrams per liter of petroleum oil, nonbiogradable cutting oils or products of mineral oil origin.
(t) 
Any water or wastes which, by interaction with other water or wastes in the public sewer system, release obnoxious gases, form suspended solids which interfere with the collection system or create a condition deleterious to structures and treatment processes.
A. 
Pretreatment requirements.
(1) 
If any waters or wastes are discharged or proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in Article II, Section 127-5A, or which may have a deleterious effect upon the sewage works, processes, equipment or receiving waters or which otherwise create a hazard to life or constitute a public nuisance, the city may:
(a) 
Reject the waters and/or wastes;
(b) 
Require pretreatment to an acceptable condition for discharge to the public sewers;
(c) 
Require control over the quantities, concentration and/or rates of discharge; and/or
(d) 
Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer use charges.
(2) 
When considering the above alternatives, the city shall give consideration to the economic impact of each alternative on the discharger.
B. 
Pretreatment approval. If the city permits the pretreatment or equalization of waste flows, the design and installation of the pretreatment works shall be subject to the review and approval of the city and of any or all regulatory agencies having jurisdiction, and no construction of such facilities shall be commenced until said approvals are obtained in writing.
C. 
Determination of exclusion of wastes. In determining whether waste discharged or proposed to be discharged into any public sewer is to be excluded, consideration will be given to the quantity, time or times, rate and manner of discharge, dilution, character of the waste in question, the size of the sewer into which the waste is to be discharged, the probable quantity of sewage or other wastes likely in said sewer and other pertinent facts. Minute quantities of a waste which would be objectionable in large quantity may be accepted if sufficiently diluted when and as discharged, or if the quantity discharged is small as compared with the flow in the receiving sewer; but any permission to discharge minute quantities of an otherwise excluded waste shall be revocable at any time by the city.
D. 
Pretreatment facilities and interceptors.
(1) 
At all premises where wastes or substances specified to be excluded from public sewers by these regulations are present and liable to be discharged directly or indirectly into said sewers, suitable and sufficient piping layouts, oil, grease, sand and flammable waste traps or separators, screens, settling tanks, diluting devices, storage or regulating chambers, treatment, cooling or other equipment and devices shall be provided. These shall be maintained and properly operated by the owner(s) of the premises or his agent at his expense to ensure that no waste or substance is discharged in violation of the requirements of these regulations.
(2) 
Grease, oil and sand interceptors shall be provided when, in the opinion of the city, they are necessary for the proper handling of liquid wastes containing grease or any flammable wastes, sand or other harmful ingredients; except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be of a type and capacity approved by the city and shall be located as to be readily and easily accessible for cleaning and inspection. In the maintenance of these interceptors, the owner(s) shall be responsible for the proper removal and disposal by appropriate means of the captured material and shall maintain records of the dates and means of disposal which are subject to review by the city.
E. 
On premises where wastes or substances specified to be excluded from public sewers are present, the city may require the owner to provide, operate and maintain at his expense a sampling well or wells, device(s), manholes or other appurtenances, all readily accessible on the building sewer or drain from said premises near the point where said sewer or drain connects to the public sewer. By means of said sampling well or wells, flow-measuring devices or other appurtenances, the city or any public officer having legal jurisdiction may secure samples of or examine the waste being discharged into the public sewer for the purpose of determining compliance or noncompliance with the requirements of these regulations.
F. 
The city shall have the right to enter and inspect any part of the premises served by public sewers upon which there may be reason to believe that violations of the requirements of these regulations have occurred or are likely to occur, for the purpose of ascertaining the facts to such violations or suspected violation or of obtaining samples of wastes or of inspecting flow-measuring devices or treatment facilities provided to prevent prohibited discharges.
G. 
Class B users.
(1) 
The city shall require a Class B user to provide information needed to determine compliance with this chapter. These requirements shall include:
(a) 
Sewage peak rate and volume over a specified time period.
(b) 
Chemical analyses of wastewaters.
(c) 
Information on raw materials, processes and products affecting wastewater volume and quality.
(d) 
Quantity and disposition of specific liquid, sludge, oil, solvent or other materials important to sewer use control.
(e) 
A plot plan of sewers of the user's property showing sewer and pretreatment facility location.
(f) 
Details of wastewater pretreatment facilities.
(g) 
Details of systems to prevent and control the losses of materials through spills to the municipal sewer.
(2) 
Each Class B user shall be required to submit specific figures as to each pertinent component of their sewer discharges, i.e., flow, suspended solids, biochemical oxygen demand and chlorine demand for the preceding three months as described in Article III.
A. 
Standards of measurement. All measurements, test and analyses of the characteristics of waters and wastes to which reference is made in this Article shall be determined in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater, published by the American Public Health Association, and shall be determined at the control manhole provided or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sewer to the point at which the building sewer is connected. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the treatment works and to determine the existence of hazards to life, limb and property. The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of a premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analyses are obtained from twenty-four-hour composites of all outfalls, whereas pH's are determined from periodic grab samples.
B. 
Excluded waste prohibited in storm sewers. No wastewaters or substances which are excluded from sanitary sewers shall be discharged into any storm sewer.
C. 
Violations and penalties.
(1) 
Any person found to be violating any provision of this chapter except Article II, Section 127-4D, shall be served by the city with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall, within the period of time stated in such notice, permanently cease all violations.
(2) 
Any person who shall continue any violation beyond the time limit provided for in Article II, Subsection C(1) hereof, shall, upon conviction thereof, be punishable by a fine not exceeding $500 or by imprisonment for a term not exceeding 90 days, or by both such fine and imprisonment, at the discretion of the court. Each day in which any violation shall continue shall be deemed a separate offense.
(3) 
Any person violating any of the provisions of this chapter shall become liable to the city for any expense, loss or damage occasioned the city by reason of such violation.
D. 
Severability and repealer. If any section, clause, sentence or provision of this chapter shall be adjudged invalid or unenforceable, such adjudication shall not affect the validity of any other provision thereof, but any other provisions shall be deemed valid and effective and shall remain in full force and effect. All ordinances and parts of ordinances in conflict herewith are hereby repealed.