§ 53.30 REGULATION OF DISCHARGES.
   (A)   No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, including interior and exterior foundation drains, uncontaminated cooling water, or unpolluted industrial process waters to any sanitary sewer.
   (B)   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 water or unpolluted process waters may be discharged on approval of the village to a storm sewer, combined sewer, or natural outlet.
   (C)   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 a public nuisance, or create any hazard in the receiving waters of the sewage treatment plant, including, but not limited to cyanides in excess of two mg/l as CN in the wastes as discharged to the public sewer;
      (3)   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 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, and the like, either whole or ground by garbage grinders.
   (D)   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, 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 or her 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 sewers, nature of the sewage treatment process, capacity of the sewage treatment plant, degree of treatability of wastes in the sewage treatment plant, and other pertinent factors. The substances prohibited are:
      (1)   Any liquid or vapor having a temperature higher than 150°F (56°C);
      (2)   Any water or wastes containing fats, wax, grease or oils, whether emulsified or not, in excess of 100 mg/l or containing substances which may solidify or become viscous at temperatures between 32° and 150°F (0° to 65°C);
      (3)   Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths horsepower (1.76 hp metric) or greater shall be subject to the review and approval of the village;
      (4)   Any waters or wastes containing strong acid from pickling wastes or concentrated plating solutions, whether neutralized or not;
      (5)   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 village for such materials;
      (6)   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 state, federal, or other public agencies of jurisdiction for such discharge to the receiving waters;
      (7)   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;
      (8)   Any waters or wastes having a pH in excess of 9.5;
      (9)   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 or sodium sulfate);
         (b)   Excessive discoloration (such as, but not limited to, dye wastes and vegetable tanning solutions);
         (c)   Unusual BOD, chemical oxygen demand, or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works;
         (d)   Unusual volume of flow or concentration of wastes constituting “slugs” as defined herein;
      (10)   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 other agencies having jurisdiction over discharge to the receiving waters;
      (11)   Any waters or wastes having a five-day BOD greater than 300 parts per million by weight; or containing more than 350 parts per million by weight of suspended solids; or having an average daily flow greater than 2% of the average sewage flow of the village, shall be subject to the review of the village. Where necessary in the opinion of the village, the owner shall provide, at his expense, such preliminary treatment as may be necessary to reduce the biochemical oxygen demand to 300 parts per million by weight; or reduce the suspended solids to 350 parts per million by weight; or control the quantities and rates of discharge of such waters or wastes. Plans, specifications, and any other pertinent information relating to proposed preliminary treatment facilities shall be submitted for the approval of the village and no construction of such facilities shall be commenced until said approvals are obtained in writing.
   (E)   (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 division (D) of this section, and which in the judgment of the village may have a deleterious effect upon the sewage works, processes, equipment, or receiving waters, or which otherwise create a hazard to life to 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/or
         (d)   Require payment to cover the added cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of division (J) of this section;
      (2)   If the village 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 village and subject to the requirements of all applicable codes, ordinances and laws.
   (F)   Grease, oil, and sand interceptors shall be provided when, in the opinion of the village, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts or any flammable wastes, of sand, or of other harmful ingredients, except that such interceptors shall not be required for private living quarters or dwelling units. All interceptors shall be subject to the following requirements:
      (1)   All interceptors shall be located as to be readily and easily accessible for cleaning by the user and for inspection by the village;
      (2)   All interceptors shall be constructed of impervious materials capable of withstanding abrupt and extreme changes in temperature. They shall be of substantial construction, watertight, and equipped with easily removable covers which when bolted in place shall be gastight and watertight;
      (3)   The owner shall ensure that all interceptors work properly and effectively;
      (4)   All interceptors shall fully comply with all applicable provisions of the Village Code of Ordinances and any other applicable village regulations;
      (5)   The owner shall be solely responsible for the cost and completion of interceptor cleaning, inspection, and maintenance, and repairs;
      (6)   Pumping of all interceptors shall be performed when, in the case of a grease interceptor the total volume of captured fats, oils, grease, and food sludge in a grease interceptor or, in the case of a sand and oil interceptor, the total volume of captured sand and oil displaces 20% or more of the volume of the interceptor. In no case shall pumping be performed less often than every two months. Pumping the interceptor means emptying it and cleaning the side walls, cross pipes, and inlet and outlet pipes.
      (7)   All interceptors shall be opened, inspected, and maintained a minimum of once per month;
      (8)   Interceptors may be inspected by the village as often as deemed necessary to assure compliance with this section. Such inspections may be unannounced. The village may review the facilities’ records on proper pumping, cleaning, maintenance, and disposal activities and may order the facility to make such changes or repairs as necessary to comply with the provisions of this section;
      (9)   The owner shall be solely responsible for the cost and completion of all repairs of interceptors. Repairs required by the village shall be completed within 21 calendar days from the date of receipt of written notice of required repairs;.
      (10)   The owner shall be responsible for the lawful and effective disposition of all grease, sand, oil, and materials removed from interceptors;
      (11)   The owner shall maintain records of all interceptor cleaning, maintenance, disposal, and repair, and shall make all records available to the village on demand. Such records shall include the date and time of the event recorded as well as the date the record was created and shall include the amount of material pumped, the repair conducted, or similar description of the recorded event. All records shall be signed by the authorized owner or operator, or a representative of the owner or operator. If cleaning and maintenance are done by facility owners, written maintenance and cleaning procedures as well as the above-required records are required and shall be made available to the village upon demand. All required written records shall be maintained for three years from the date the record was created;
      (12)   No grease, sand, or oil sources shall be connected directly to sewer lines or be allowed in any other manner to bypass the interceptor;
      (13)   Sewage shall not be allowed to pass through a interceptor;
      (14)   Access covers or manholes shall be clearly identifiable and provided over each interceptor. The manhole shall have readily removable covers to facilitate inspection, the removal of grease, sand, oil, and other materials, and gray water sampling activities. The location of the interceptor shall be kept free and clear of debris. Blocking or covering the access to manholes is prohibited. The owners or designated representatives (facility managers) of the food service facilities or transportation service establishments shall open access covers or manhole covers at the request of the village;
      (15)   Interceptors shall be designed and maintained so as to prevent surface water or groundwater from entering the interceptor through leaks in the plumbing or cracks in the interceptor itself;
      (16)   Under-the-sink grease interceptors shall be cleaned at a minimum of once per week, or more often as necessary, to prevent pass-through of grease and other solids into the village’s sewage system. Facilities with under the sink grease interceptors are subject to the same recordkeeping requirements as indicated above;
      (17)   The owner shall allow the village ready access at all reasonable times to all parts of the facility for the purpose of interceptor inspections, observations, records examination, measurements, sampling, testing, and any other function deemed necessary under this section.
   (G)   Where preliminary treatment or flow-equalizing facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his expense.
   (H)   When required by the village the owner of any property services 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 by the owner at his or her expense and shall be maintained by him or her so as to be safe and accessible at all times.
   (I)   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 the 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 premise is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solid analyses are obtained from 24-hour composites of all outfalls whereas pHs are determined from periodic grab samples.)
   (J)   No statement contained in this section 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 thereof, by the industrial concern.
   (K)   The village shall have the right to enforce the provisions of this section, to bring a cause of action for a violation of this section under § 10.99 of the village Code of Ordinances, and to bill the owner in violation of this section for the costs incurred by the village to bring any interceptor into compliance with this section.
(Ord. D-336, passed 4-10-2018)