A. Discharge Of Unpolluted Waters:
1. No person shall discharge or cause to be discharged, any storm water, surface water, ground water roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer 1 .
2. Storm water and all other unpolluted drainage shall be discharged to storm sewers or to a natural outlet approved by the village. Industrial cooling water or unpolluted process waters may be discharged on approval of the village to a storm sewer or natural outlet.
B. Prohibited Discharges: No person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers:
1. Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
2. Any waters 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, constitute a hazard to humans or animals, create any hazard in the receiving waters of the sewage treatment plant.
3. Any waters or wastes having pH lower than 5.5 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works.
4. 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, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
C. Materials Under Special Review:
1. No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes if it appears likely in the opinion of the village and MWRD that such wastes can harm either the sewers, sewage treatment process or equipment, have an adverse effect on the receiving stream or can otherwise endanger life, limb, public property or constitute a nuisance. In forming his opinion as to the acceptability of these wastes, the village and MWRD representatives will give consideration to such factors as the quantities of subject wastes in relation to flows and velocities in the sewers, materials or construction of the sewers, nature of the sewage treatment process, capacity of the sewage treatment plant, degree of treatability of wastes in the sewage treatment plant and maximum limits established by regulatory agencies. The substances prohibited are:
a. Any liquid or vapor having a temperature higher than one hundred fifty degrees Fahrenheit (150°F)(65°C).
b. Any waters or wastes containing toxic or poisonous materials or oils, whether emulsified or not, in excess of one hundred milligrams per liter (100 mg/l) or containing substances which may solidify or become viscous at temperatures between thirty two degrees and one hundred fifty degrees Fahrenheit (32° - 150°F)(0° - 65°C).
c. Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths (3/4) horsepower (0.76 hp metric) or greater shall be subject to the review and approval of the village.
d. Any waters or wastes containing strong acid, iron pickling wastes, or concentrated plating solutions whether neutralized or not.
e. Any waters or wastes containing iron, chromium, copper, zinc or 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 village for such materials.
f. Any waters or wastes containing phenols or other taste or odor producing substances, in such concentrations exceeding limits which may be established by the village as necessary after treatment of the composite sewage, to meet the requirements of the state, federal or other public agencies of jurisdiction for such discharge to the receiving waters.
g. Any radioactive wastes or isotopes of such half life or concentration as may exceed limits established by the village in compliance with applicable state or federal regulations.
h. Any waters or wastes having a pH in excess of 9.5.
i. Any mercury or any of its compounds in excess of 0.05 milligrams per liter as Hg at any time except as permitted by the village in compliance with applicable state and federal regulations.
j. Any cyanide in excess of 0.025 mg/l at any time except as permitted by the village in compliance with applicable state and federal regulations.
k. 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, 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 concentrations of wastes constituting slugs as defined in section 7-2-2 of this chapter.
l. Waters or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment processes employed, or are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
2. If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substance or possess the characteristics enumerated in subsection C1 of this section and/or which are in violation of the standards for pretreatment provided in chapter 1, EPA Rules and Regulations, subchapter D, Water Programs Part 128 - Pretreatment Standards, Federal Register Volume 38, No. 215, Thursday, November 8, 1973, and any amendments thereto, and which, in the judgment of the village and/or MWRD, 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 village and/or MWRD may:
a. Reject the wastes;
b. Require pretreatment to an acceptable condition for discharge to the public sewers;
c. Require control over the quantities and rates of discharge; and/or
d. Require payment to cover the added costs of handling and treating the wastes not covered by existing taxes or sewer charges, under the provisions of subsection G3 of this section.
3. If the village and MWRD permit 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 village and subject to the requirements of all applicable codes, ordinances and laws.
D. Interceptors: Grease, oil and sand interceptors shall be provided when, in the opinion of the village and/or MWRD, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts 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 village and MWRD and shall be located as to be readily and easily accessible for cleaning and inspection.
E. Preliminary Treatment: Where preliminary treatment or flow- equalizing facilities are provided, they shall be maintained continuously in satisfactorily and effective operation by the owner at his expense.
F. Control Manhole: Each industry shall be required to install a control manhole and, when required by the village and/or MWRD, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable control manhole together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling and measurement of the wastes. Such manhole, when required, shall be accessibly and safely located and shall be constructed in accordance with plans approved by the village and MWRD. The manhole 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.
G. Measurement, Tests And Analyses:
1. The owner of any property serviced by a building sewer carrying industrial wastes shall provide laboratory measurements, tests and analyses of waters and wastes to illustrate compliance with this chapter and any special conditions for discharge established by the village and/or MWRD.
2. The number, type and frequency of laboratory analyses to be performed by the owner shall be as stipulated by the village and/or MWRD, but not less than once per year the industry must supply a complete analysis of the constituents of the wastewater discharge to assure that compliance with the federal, state and local standards are being met. The owner shall report the results of measurements and laboratory analyses to the village and MWRD at such times and in such manner as prescribed by the village. The owner shall bear the expense of all measurements, analyses and reporting required by the village and/or MWRD. At such times as deemed necessary, the village and/or MWRD reserve the right to take measurements and samples for analysis by an outside laboratory service.
3. 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, 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 sewage works and to determine the existence of hazards to life, limb and property. (The particular analyses involved will determine whether a 24 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 24 hour composites of all outfalls, whereas pHs are determined from periodic grab samples.)
H. Special Agreements: No statement contained in this section shall be construed as preventing any special agreement or arrangement between the village, MWRD and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the village for transmission and MWRD for treatment, subject to payment, therefor, in accordance with section 7-4-2 of this title, by the industrial concern, provided such payments are in accordance with federal and state guidelines for user charge system. (Ord. 83-20, 9-27-1983)
Notes
| 1 | 1. See also subsection 7-2-5J of this chapter. |