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§ 51.31 PROHIBITED DISCHARGES.
   Except as hereinafter provided, no person shall discharge or cause to be discharged into the public sewer or natural outlet any of the following.
   (A)   Any gasoline, kerosene, alcohol, formaldehyde, disinfectants, benzene, naphtha, fuel oil, or any flammable or explosive liquid solid or gas.
   (B)   Any waters or wastes containing toxic, poisonous, or radioactive 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. Material, such as copper, zinc, chromium, and similar toxic substances, shall not be allowed in soluble form or in suspended solid form in concentration higher than those achieved in appropriate pretreatment facilities approved by the Engineer and the Commissioner of Environmental Protection.
   (C)   Any sewage having a pH lower than 5.5 or higher than 9.00, and having any other corrosive property capable of causing damage or hazard to the public sewer or its personnel.
   (D)   Solid and 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, paint, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails, and paper dishes, cups, milk containers, and so forth, either whole or ground by garbage grinders.
   (E)   Any liquid or vapor having a temperature higher than 120°F. (49°C.) except by written approval of the Engineer. In such cases, the Engineer may require installation, by the industry, of an approved temperature recorder in the receiving sewer.
   (F)   Any water or waste containing fats, wax, grease, or oils in excess of 50 mg/l for emulsified material and 15 mg/l for free floating material, or containing substances which may solidify or become viscous at temperatures between 32°F. and 150°F. (0° and 65°C.)
   (G)   Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths horsepower or greater shall be subject to the review and approval of the Engineer.
   (H)   Any sewage containing suspended solids in excess of 350 parts per million by weight or having a B.O.D. in excess of 300 parts per million by weight.
   (I)   Any waters or wastes containing phenols or other taste or odor producing substances in such concentrations exceeding limits which may be established by the Engineer 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.
   (J)   Materials which exert or cause:
      (1)   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.
      (2)   Excessive discoloration, such as, but not limited to, dye wastes and vegetable tanning solutions.
      (3)   Unusual B.O.D., 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" as defined in § 51.02.
      (5)   High hydrogen sulfide content.
   (K)   Any substance which is not amenable to treatment or reduction by the wastewater treatment process employed, or is amenable to treatment only to such degree that the wastewater treatment plant cannot meet the requirement of other agencies having jurisdiction over discharge to the receiving waters without first pretreating to a concentration acceptable to the town.
   (L)   Any overflow or drainage from cesspools or other receptacles storing or constructed to store organic wastes.
   (M)   Cyanides or cyanogen compounds capable of liberating hydrocyanic gas or acidification in excess of one mg/l as CN in the wastes from any outlet into the public sewers.
   (N)   Radioactive materials exceeding the existing standards of the State, Department of Environmental Protection, or the United States Environmental Protection Agency.
   (O)   Any wastewaters containing phenols or other taste producing substances in such concentrations as to produce odor or taste in the effluent as to affect the taste and odor of the receiving waters.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
§ 51.32 PRETREATMENT REQUIREMENTS.
   (A)   If any liquid, substance, or gas is discharged or is proposed to be discharged into the public sewer which contains the substances or possesses the characteristics enumerated in § 51.31, and which, in the judgment of the Engineer, 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 Engineer may do the following.
      (1)   Reject the wastes.
      (2)   Require pretreatment to an acceptable condition for discharge to the public sewer.
      (3)   Require control over the quantities and rates of discharge.
   (B)   When a proposal is made for the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to review and approval by the Engineer, and subject to the requirements of all applicable codes, ordinances, and laws.
      (1)   Plans, specifications, expected performance data, and any other pertinent information relating to holding tanks or to pretreatment facilities, shall be prepared by a licensed professional engineer and submitted for the approval of the Water Pollution Control Authority, and no construction of such facilities shall be commenced until the approvals are obtained in writing. The Engineer shall approve the holding tanks, or pretreatment facilities provided the same shall indicate that an effluent conforming to the provisions of this chapter will be provided. If, after the installation of the facilities has been completed and operation begun, the facilities do not produce the expected performance, the Engineer shall have the right to order the owner to cease operation until such time that modifications are made to enable the facilities to perform properly.
      (2)   Prior to discharge or permission to discharge into the town public sewers, the applicant must obtain written permission from the Water Pollution Control Authority, in the form of a permit allowing the proposed discharge, and must, if required by the town, install suitable pretreatment facilities and operate and maintain such facilities in a manner which will insure a continuous and satisfactory effluent.
   (C)   Where preliminary treatment facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his own expense and shall be subject to periodic inspection by the Engineer and shall be of a type and capacity approved by the Engineer, provided they produce an effluent conforming to the provisions of this chapter. The owner shall maintain operating records and shall submit to the Engineer a monthly summary report of the character of the influent and effluent as may be prescribed by the Engineer to show satisfactory performance of the treatment facilities.
   (D)   For the purpose of measurement, the acceptability of pretreated industrial waste will be measured at the point where the industrial waste leaves a pretreatment facility, and before dilution with any other waste stream or process water.
(Ord. 235, adopted 9-4-84)
§ 51.33 GREASE, OIL, AND SAND INTERCEPTORS.
   Grease, oil, and sand interceptors shall be provided when, in the opinion of the Engineer, 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 Engineer and shall be located as to be readily and easily accessible for cleaning and inspection.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
§ 51.34 CONTROL MANHOLE.
   When required by the Engineer, 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 the plans approved by the Engineer. 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.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
§ 51.35 MEASUREMENTS, TESTS, AND ANALYSES.
   (A)   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 Waste Water", 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 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, B.O.D. and suspended solids analysis are obtained from 24-hour composites of all outfalls, whereas pH's are determined from periodic grab samples.
   (B)   Any new discharge from a single source of domestic wastewater in excess of 5,000 gallons per day, or cooling waters, must be authorized by a permit from the State Department of Environmental Protection, director of Water Compliance and Hazardous Substances.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
§ 51.36 HEAVY METAL OR TOXIC DISCHARGES.
   (A)   Except in quantities or concentrations as herein authorized, it shall be unlawful for any individual or corporation to discharge waters or wastes to the sanitary sewer containing metallic irons, and salts of the heavy metals, in solution or suspension, in concentrations exceeding the following, the analytical results to be expressed in terms of the element indicated:
Element
mg/l
Element
mg/l
Arsenic
0.05
Barium
5.0
Boron
1.0
Cadmium
0.02
Chromium
5.0
Copper
1.0
Cyanide
1.0
Lead
0.10
Manganese
1.0
Mercury
0.0005
Nickel
1.00
Selenium
0.02
Silver
0.10
Zinc
5.0
 
   (B)   No other heavy metals or toxic materials may be discharged to the sewer system without an industrial waste permit which shall specify permitted concentrations.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
§ 51.37 ACCIDENTAL DISCHARGES.
   Each user shall provide protection for accidental discharge of prohibited materials or other waste regulated by this chapter. Facilities to prevent accidental discharge of prohibited materials shall be provided and maintained at the owner or user's own cost and expense. The town may require the plans showing facilities and operating procedures be submitted for review and approval prior to construction of the facilities.
   (A)   For countermeasures to be taken by the town to minimize damage to the sanitary sewer program or degradation of the receiving waters, permittee shall notify the town immediately upon accidentally discharging wastes in violation of this section. This notification shall be followed within three days of the date of occurrence by a detailed written statement describing the causes of the accidental discharge and the measures being taken to prevent future occurrence. Such notification will not relieve permittee of liability for any expense, loss, or damage to the sanitary sewer system, or for any fines imposed on the town on account thereof or for any enforcement action pursuant to this occurrence.
   (B)   In order that officers, agents, and employees of user will be informed of the town's requirements, user shall make available to their employees copies of this chapter together with such other wastewater information and notices which may be furnished by the town from time to time for the purposes of improving and making more effective water pollution control. A notice shall be furnished and permanently posted on the permittee's bulletin board advising officers, agents, and employees who to call in case of an accidental discharge.
   (C)   Any possible connection or entry point for a hazardous or prohibited substance to the user's plumbing or drainage system shall be appropriately labeled to warn operating personnel against discharge of such substances in violation of this section.
(Ord. 235, adopted 9-4-84) Penalty, see § 51.99
ENFORCEMENT
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