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Town of Orange, MA
Franklin County
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Table of Contents
Table of Contents
No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, cooling water or unpolluted industrial process waters to any public sanitary sewer.
Where subsoil drains are placed under the cellar floor or used to encircle the outer walls of a building, the same shall be made of open-jointed drain tile or earthenware pipe, not less than four inches in diameter, and shall be properly trapped and protected against back-pressure by an automatic back-pressure valve accessibly located before entering the house sewer or drain. Such drains may be discharged through a cellar drain only to storm drain systems or a natural drainage area.
Stormwater and all other unpolluted drainage shall be discharged to specifically designated storm drains, or to a natural outlet approved in writing by the Town. Industrial cooling water or unpolluted process waters may be discharged to a storm drain or natural outlet upon written approval of the Board.
A. 
No person shall discharge or cause to allow to be discharged into any sewer under the control of the Town the following described substances, materials, waters, or wastes if in the opinion of the Board such substances, materials, waters, or wastes are in excessive amounts or concentrations.
B. 
Persons who desire to discharge industrial wastewaters into facilities of the Town shall make their formal application to the Town. In forming an opinion as to the limitations on acceptability of any wastes, the Town 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 process, capacity of the wastewater treatment plant, degree of treatability of wastes in the wastewater treatment plant, and other pertinent factors.
C. 
Any person discharging industrial wastewaters directly or indirectly into facilities of the Town that do not comply with this chapter may be subject to action by the Town, which action shall include, but not be limited to, the withdrawal of permission to discharge wastewaters into facilities of the Town.
D. 
Wastewaters and wastes considered to contain excessive constituents or characteristics as determined by the Town, and which therefore shall be prohibited, include:
(1) 
Any waters or wastes containing toxic or poisonous solids, liquids, 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 plant.
(2) 
Any wastewater, liquid, or vapor having a temperature higher than 150° F.
(3) 
Any wastewater containing an increase in caustic alkalinity, calculated as CaCO3 (calcium carbonate) in excess of 75 parts per million by weight, or in volumes which may be excessive.
(4) 
Any wastewaters having a pH lower than 5.5 or higher than 9.5, or having any other corrosive property capable of causing damage or hazard to sewers, structures, equipment, process or personnel at the wastewater works.
(5) 
Any wastewaters 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° F. and 150° F. (0° to 65° C.).
(6) 
Any gasoline, benzene, naphtha, fuel oil, or other flammable or explosive liquid, solid or gas.
(7) 
Any solid or viscous substances in such quantities or of such size to be capable of causing obstruction to the flow in sewers, or other interference with the proper operation of the wastewater works, such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, underground garbage, whole blood, paunch manure, hair, fleshing, entrails, paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
(8) 
Any garbage that has not been properly shredded.
(9) 
Any wastewaters containing excessive amounts of iron, chromium, copper, zinc, mercury, mineral acid, and similar objectionable or toxic substances.
(10) 
Any wastewaters containing phenols or other taste- or odor-producing substances in excessive amounts.
(11) 
Any radioactive wastes or isotopes in excessive amounts or such half-life or concentration as may exceed limits established in applicable state or federal regulations or by the Town.
(12) 
Any obnoxious or malodorous gas or substance capable of creating a public nuisance.
(13) 
Any waters or wastes containing strong acid iron pickling wastes, or concentrated plating solutions, whether neutralized or not.
[Amended 5-2-2005 ATM, Art. 11, approved 8-4-2005]
(14) 
Materials which exert or cause unusual volume of flow or concentration of wastes constituting slugs as defined herein.
(15) 
Any wastewaters containing:
(a) 
An average concentration of suspended solids in excess of 300 milligrams per liter (mg/1) or excessive solids (such as, but not limited to, sodium chloride and sodium sulfate).
(b) 
Materials which cause excessive discoloration (such as, but not limited to; dye wastes, and vegetable tanning solutions).
(c) 
An average concentration of BOD in excess of 250 milligrams per liter (mg/1) or materials which cause unusual chemical oxygen demand, or chlorine requirements.
(d) 
Materials which are not amenable to treatment or reduction by the wastewater treatment processes employed, or are amenable to treatment only to such a limited degree that the wastewater treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(e) 
Septic tank solids that are not diluted sufficient to assure that all particles will be carried freely under all flow conditions in facilities of the Town.
Any person responsible for or becoming aware of the discharge to a public sewer, accidental or otherwise, of any prohibited substance or of any slug as defined herein shall report same immediately by telephone to the Town so that necessary precautions can be taken to minimize the deleterious effects of the discharge.
A. 
If any wastewater or wastes are discharged or are proposed to be discharged to the public sewers, containing excessive substances or possessing excessive characteristics, the Town may:
(1) 
Reject the wastewater or the wastes;
(2) 
Require that pretreatment of wastewaters or wastes be provided to modify them to an acceptable condition for discharge to the public sewers; and/or
(3) 
Require control over the quantities and rates of discharge of the wastewaters and of the wastes; and/or
(4) 
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 § 164-5 of this chapter.
B. 
If the Board 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 Board, and subject to the requirements of all applicable codes, ordinances, and laws.
A. 
Grease, oil and sand interceptors shall be provided when, in the opinion of the Board, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand and 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 Board and shall be located as to be readily and easily accessible for cleaning and inspection.
B. 
Grease and oil 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 gas-tight and watertight.
Where installed, all grease, oil and sand interceptors shall be maintained by the owner, at his expense, in continuously efficient operation at all times.
When required by the Board, the owner of any property served by a building sewer carrying industrial wastes shall install a suitable control manhole in the building sewer to facilitate observation, sampling and measurement and monitoring of wastes. Such manhole, when required, shall be accessible and safely located, and shall be constructed in accordance with plans approved by the Board. 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. All industries discharging into a public sewer shall perform such monitoring of their discharges as the Board and/or other duly authorized employees of the Town may reasonably require, including installation, use and maintenance of monitoring equipment, keeping records, and reporting the results of such monitoring to the Board. Such records shall be made available upon request by the Board to other agencies having jurisdiction over discharges to the receiving waters.
Where preliminary treatment facilities are provided for any waters or wastes, the owner at his expense shall maintain them continuously in satisfactory and effective operation.
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in § 164-28 of this article shall be determined in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater and shall be determined at the control manhole provided for in § 164-33, 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.
All applications to discharge any industrial wastewater, drainage, substances, or wastes directly into any sewer under the control of the Town or tributary thereto shall be accompanied by an agreement stating that the applicant agrees to abide by all ordinances and rules and regulations of the Town, that the applicant will provide such works for the preliminary treatment of the wastewater, drainage, substances or wastes as may be required by the Town, and that the applicant will permit duly authorized representatives of the Town to enter the premises of the industry to sample and measure wastewaters, as needed to check characteristics of the wastewaters, when so directed by the Town. Applications are to be accompanied by a plan showing essential characteristics of all wastewater outlets, analyses of existing wastewater, and statements as to existing and expected average and maximum wastewater flows, and must be submitted to and approved by the Town prior to initiating discharge into facilities of the Town. Required wastewater analyses are listed in Article V.
Each industrial user may be required to submit an annual report on the first of July each year, or such other time as designated by the Town, to the Town containing information as to the minimum, average, and peak flows of industrial wastewater discharges during the previous year and at times designated by the Town, accompanied by designated analyses of wastewater samplings taken in an acceptable manner at approved times during the flow measuring periods.
No statement contained in this article shall be construed as preventing any special agreement or agreement between the Town and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Town for treatment, subject to payment therefor by the industrial concern.