§ 54.04  USE OF PUBLIC SEWERS.
   (A)   No person shall place, deposit, or permit to be deposited in an unsanitary manner on public or private property within the jurisdiction of the village any wastewater or other polluted water except where suitable treatment has been provided in accordance with provisions of this chapter and the NDPES permit. All disposal by a person into the wastewater system is unlawful except those discharges in compliance with federal standards promulgated pursuant to the Federal Clean Water Act and more stringent state and local standards.
   (B)   Users of the wastewater treatment system shall immediately notify the village of any unusual flows or wastes that are discharged accidentally or otherwise to the wastewater treatment system.
   (C)   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.
   (D)   No existing or new drain tile, foundation tile, or other tile which could or does collect surface or subsurface water shall be maintained or constructed so as to permit or allow the flow therefrom to be drained, discharged, or pumped into the public sewer.
   (E)   Stormwater 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 village. Industrial cooling waters or unpolluted process waters may be discharged, with approval of the village, to a storm sewer, combined sewer, or natural outlet.
   (F)   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 wastewater 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 system;
      (3)   Any waters or wastes having a pH lower than 6.0 or having any other corrosive property capable of causing damage or hazard to structures, equipment, and personnel of the wastewater treatment system;
      (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 wastewater treatment system 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, paper dishes, cups, milk containers, and the like, either whole or ground by garbage grinders; and
      (5)   Any waters or wastes having a five-day biochemical oxygen demand concentration greater than 200 mg/l or total suspended solids concentration greater than 250 mg/l unless prior approval is received in writing from the village.
   (G)   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 that such wastes can harm either the sewers, wastewater treatment system, or equipment; have an adverse effect on the receiving stream; or can otherwise endanger life, limb, public property, or constitute a nuisance. In forming its opinion as to the acceptability of these wastes, the village will give consideration to such factors as the quantities of subject wastes in relation to flows and velocities in the sewers, materials of construction of the sewers, nature of the wastewater treatment system, capacity of the wastewater treatment system, degree of treatability of wastes in the wastewater treatment system, and maximum limits established by regulatory agencies. The substances prohibited are:
      (1)   Any liquid or vapor having a temperature higher than 150°F, 65°C;
      (2)   Any waters or wastes containing toxic or poisonous materials, petroleum or mineral oils, or waxes, whether emulsified or not, in excess of 100 mg/l or containing substances which may solidify or become viscous at temperatures between 32°F and 150°F, 0°C and 65°C;
      (3)   Any waters or wastes containing fats, animal, or vegetable oils or grease, whether emulsified or not, in excess of 100 mg/l or containing substances which may solidify or become viscous at temperatures between 32°F and 150°F, 0°C and 65°C;
      (4)   Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths horsepower (0.76 hp metric) or greater shall be subject to the review and approval of the village;
      (5)   Any waters or wastes containing strong acid, iron pickling wastes, or concentrated plating solutions whether neutralized or not;
      (6)   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 wastewater at the wastewater treatment system exceeds the limits established by the village for such materials;
      (7)   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 wastewater, to meet the requirements of the state, federal, or other public agencies of jurisdiction for such discharge to the receiving waters;
      (8)   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;
      (9)   Any wastes or waters having a pH in excess of 9.0;
      (10)   Any mercury or any of its compounds in excess of 0.0005 mg/l as Hg at any time except as permitted by the village in compliance with applicable state and federal regulations;
      (11)   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;
      (12)   Materials which exert or cause:
         (a)   Unusual concentrations of inert suspended solids (such as, but not limited to, Fullers earth, lime slurries, and lime residues) or of dissolved solids (such as, but not limited to, sodium chloride and sodium sulfate);
         (b)   Excessive discoloration (such as, but not limited to, dye wastes and vegetable tanning solutions);
         (c)   Unusual BOD, total suspended solids, chemical oxygen demand, or chlorine requirements in such quantities as to constitute a significant load on the wastewater treatment system; and
         (d)   Unusual volume of flow or concentrations of wastes constituting slugs as defined herein.
      (13)   Waters or wastes containing substances which are not amendable to treatment or reduction by the wastewater treatment processes employed, or are amendable to treatment only to such degree that the wastewater treatment system effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
   (H)   (1)   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 of this chapter, and/or which are in violation of the standards for pretreatment provided in the Federal Clean Water Act and any amendments thereto, and which in the judgment of the village may have a deleterious effect upon the wastewater treatment system, processes, equipment, or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the village 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
         (d)   Require payment to cover the added costs of handling and treating the wastes not covered by existing taxes or wastewater charges, under the provisions of this chapter.
      (2)   If the village permits the pretreatment or equalization of waste flows, the design and installation of the system 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.
   (I)   Grease, oil, and sand interceptors shall be provided when, in the opinion of the village, they are necessary for the proper handling or treatment of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand, or other harmful ingredients. All interceptors shall be of a type and capacity approved by the village, and shall be located as to be readily and easily accessible for cleaning and inspection.
   (J)   Where preliminary treatment or flow-equalizing facilities or greases, oil, and sand interceptors are provided, they shall be maintained continuously in satisfactory and effective operation by the owner at his or her expense.
   (K)   Each industry shall be required to install a control manhole and, when required by the village, 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 accessible and safely located, and shall be constructed in accordance with plans approved by the village. The manhole shall be installed and operated by the owner at his or her expense, and shall be maintained by him or her so as to be operational, safe, and accessible at all times.
   (L)   (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 comply with this chapter and any special conditions for discharge established by the village or regulatory agencies having jurisdiction over the discharge.
      (2)   The number, type, and frequency of laboratory analyses to be performed by the owner shall be as stipulated by the village, but no less than once per year the industry must supply a complete analyses 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 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. At such times as deemed necessary, the village reserves the right to take measurements and samples for analyses by an outside laboratory service.
   (M)   (1)   All sampling and analysis of the characteristics of waters and wastes to which reference is made in this chapter shall be performed in accordance with the techniques prescribed in the current Environmental Protection Agency. Sampling and analytical techniques may be further specified by the village in order to assess the effect of wastewater constituents upon the wastewater treatment system and to determine the existence of hazards to life, limb, and property. Where the current EPA requirements do not contain sampling and analytical techniques for the pollutant in question, sampling and analysis must be performed using procedures approved by the village.
      (2)   Samples shall be taken at the control manhole. Certain analyses (such as, pH, DO, conductivity, and the like) may be directly performed upon grab samples taken periodically at the control manhole while BOD and total suspended solids analyses are normally performed upon 24-hour composite samples taken at the control manhole. If a control manhole does not exist, then sampling and analysis will be performed at the manhole immediately downstream from the point where the building sewer connects to the public sewer, or at another point acceptable to the village, including the user’s buildings and grounds.
   (N)   No statement contained in this chapter 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, subject to payment therefor by the industrial concern, provided such payments are in accordance with federal and state guidelines for wastewater charge system.
(Ord. 687, passed 8-15-1991)  Penalty, see § 54.99