No person shall discharge or cause to be discharged any unpolluted waters such as stormwater, groundwater, roof runoff, subsurface drainage or cooling water to any sewer, except stormwater runoff from limited areas, which stormwater may be polluted at times and may be discharged to the sanitary sewer by permission of the Superintendent.
Stormwater other than that exempted under § 75-27 and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as combined sewers or storm sewers or to a natural outlet approved by the Superintendent and other regulatory agencies. Unpolluted industrial cooling water or process waters may be discharged, on approval of the Superintendent, to a storm sewer, combined sewer or natural outlet.
Every user of a public sewer system who has any storm, surface or foundation drainage, or any wastes from a sump pump, already entering or part of any existing private sewage which is to be connected to a public sewer system shall disconnect such pipes, spouts and/or drains so as to preclude all such waters from entering the public sewer system and shall thereafter provide other means to remove such waters away from their buildings.
No person shall discharge or cause to be discharged any of the following-described waters or wastes to any public sewers:
A. 
Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
B. 
Any waters containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, to interfere with any waste treatment process, constitute a hazard to humans or animals, create a public nuisance or create any hazard in the receiving waters of the wastewater treatment plant. No person shall discharge or cause to be discharged any waters or wastes containing a toxic or poisonous substance, a high chlorine demand or suspended solids in sufficient quantity to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals or create any hazard in the receiving waters or the effluent of the Village sewage treatment plant. Such toxic substances shall be limited to the average concentrations listed hereinafter in the sewage as it arrives at the treatment plant, and at no time shall the hourly concentration at the sewage treatment plant exceed three times the average concentration. For any waste entering the treatment plant and containing a combination of chromium (hexavalent), copper, nickel and zinc, the total concentration of these substances shall not exceed 10 parts per million. If concentrations listed are exceeded, individual establishments will be subject to control in volume and concentration by the Village Engineer.
Limits of Toxic Substance in Sewage Concentration Limit
Substance
Parameter
(milligrams per liter)
Arsenic and compounds of arsenic (expressed as "As")
0.5
Barium (Ba)
2.0
Cadmium (Cd)
3.0
Chromium, hexavalent (Cr6+)
1.0
Dissolved copper (Cu)
1.0
Cyanide, total
1.0
Cyanide, free
0.1
Formaldehyde, as HCHO vapor
5.0
Lead (Pb)
1.0
Nickel (Ni)
3.0
Selenium (Se)
2.0
Soluble silver (Ag)
1.0
Zinc (Zn)
5.0
Soluble manganese and/or iron
5.0
C. 
Any waters or wastes having a pH lower than 5.5 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of wastewater 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 wastewater facilities, such as but not limited to ashes, bones, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, etc., either whole or ground up by garbage grinders.
A. 
The following-described substances, materials, waters or wastes shall be limited in discharges to municipal systems to concentrations or quantities which will not harm either the sewers, wastewater treatment process or equipment, will not have an adverse effect on the receiving stream or will not otherwise endanger lives, limb, public property or constitute a nuisance. The Superintendent may set limitations lower than the limitations established in the regulations below if in his opinion such more severe limitations are necessary to meet the above objectives. In forming his opinion as to acceptability, the Superintendent will give consideration to such factors as the quantity of subject waste in relation to flows and velocities in the sewers, materials of construction of sewers, the wastewater treatment plant, degree of treatability of the waste in the wastewater treatment plant and other pertinent factors.
B. 
The limitations or restrictions on materials or characteristics of wastes or wastewaters discharged to the sanitary sewer which shall not be violated without approval of the Superintendent are as follows:
(1) 
Wastewater having a temperature higher than 150° F (65° C.).
(2) 
Wastewater containing more than 25 milligrams per liter of petroleum oil, nonbiodegradable cutting oils or products of mineral oil origin.
(3) 
Wastewater from industrial plants containing floatable oils, fat or grease.
(4) 
Any garbage that has not been properly shredded. (See the definition of "properly shredded garbage" in § 75-3.) Garbage grinders may be connected to sanitary sewers from homes, hotels, institutions, restaurants, hospitals, catering establishments or similar places where garbage originates from the preparation of food in kitchens for the purpose of consumption on the premises or when served by caterers.
(5) 
Any waters or wastes containing iron, chromium, copper, zinc and similar objectionable or toxic substances to such a degree that any such material received in the composite wastewater at the wastewater treatment works exceeds the limits established by the Superintendent for such materials.
(6) 
Any waters or wastes containing odor-producing substances exceeding limits which may be established by the Superintendent.
(7) 
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Superintendent in compliance with applicable state or federal regulations.
(8) 
Quantities of flow, concentrations, or both, which constitute a "slug" as defined herein.
(9) 
Waters or wastes containing substances which are not amenable to treatment or reduction by the wastewater treatment processes employed, or are amenable to treatment only to such a degree that the wastewater treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(10) 
Any water or wastes which, by interaction with other waters 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.
(11) 
Any waters or wastes which have the following constituents greater than normal sanitary sewage. "Normal sanitary sewage" shall be construed to fall within the following ranges:
[Added 11-4-1985 by L.L. No. 1-1985]
Constituents
Normal Range
(milligrams per liter)
Suspended solids
150 to 250
BOD
140 to 200
A. 
If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in § 75-31 of this chapter and which, in the judgment of the Superintendent, may have a deleterious effect upon the wastewater facilities, processes, equipment, or receiving waters or which otherwise create a hazard to life or constitute a public nuisance, the Superintendent may:
(1) 
Reject the wastes;
(2) 
Require pretreatment to an acceptable condition for discharge to the public sewers;
(3) 
Require control over the quantities and rates of discharge; and/or
(4) 
Require payment to cover added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of Article VIII of this chapter.
B. 
When considering the above alternatives, the Superintendent shall give consideration to the economic impact of each alternative on the discharger. If the Superintendent permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Superintendent.
Grease, oil and sand interceptors shall be provided when, in the opinion of the Superintendent, they are necessary for the proper handling of liquid wastes containing floatable grease in excessive amounts, as specified in § 75-31B(3) 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 Superintendent and shall be located as to be readily and easily accessible for cleaning and inspection. In the maintaining of these interceptors, the owner 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 Superintendent. Any removal and hauling of the collected materials not performed by the owners' personnel must be performed by currently licensed waste disposal firms.
Where pretreatment or flow-equalizing facilities are provided or required for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his expense.
When required by the Superintendent, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable structure, together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling and measurement of the wastes. Such structure, when required, shall be accessible and safely located and shall be constructed in accordance with plans approved by the Superintendent. The structure shall be installed by the owner at his expense and shall be maintained by him so as to be safe and accessible at all times.
The Superintendent may require a user of sewer services to provide information needed to determine compliance with this chapter. These requirements may include:
A. 
Wastewaters discharge 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 locations.
F. 
Details of wastewater pretreatment facilities.
G. 
Details of systems to prevent and control the losses of materials through spills to the municipal sewer.
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in this chapter 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. Sampling methods, locations, times, durations and frequencies are to be determined on an individual basis subject to approval by the Superintendent.
No statement contained in this article shall be construed as preventing any special agreement or arrangement between the Village and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Village for treatment.