A. APPROVING AUTHORITY BOD (denoting biochemical oxygen demand) BUILDING DRAIN BUILDING SEWER CATEGORY A CATEGORY B CHLORINE REQUIREMENT COMBINED SEWER COMMERCIAL AND PUBLIC AUTHORITY CUSTOMERS COMPATIBLE POLLUTANTS DEBT CHARGE EASEMENT FLOATABLE OIL GARBAGE GROUND GARBAGE INCOMPATIBLE POLLUTANTS INDUSTRIAL WASTE INFILTRATION INFLOW LICENSED DISPOSER MUNICIPALITY NATURAL OUTLET NITROGEN NORMAL DOMESTIC STRENGTH WASTEWATER OPERATION AND MAINTENANCE COSTS PARTS PER MILLION (ppm) [also milligrams per liter (ml)] PERSON pH PHOSPHORUS (P) PRETREATMENT PRIVATE SEWER PUBLICLY OWNED TREATMENT WORKS (POTW) PUBLIC SEWER REPLACEMENT COST SANITARY SEWAGE SANITARY SEWER SEPTAGE SEWAGE SEWER SEWER SERVICE CHARGE SLUG STANDARD METHODS STORM DRAIN (sometimes termed "storm sewer") SUSPENDED SOLIDS (SS) TOTAL KJELDAHL NITROGEN (TKN) UNPOLLUTED WATER USER CHARGE SYSTEM UTILITY VILLAGE WASTEWATER WASTEWATER COLLECTION FACILITIES or WASTEWATER COLLECTION SYSTEM WASTEWATER FACILITIES WASTEWATER TREATMENT FACILITY WISCONSIN POLLUTANT DISCHARGE ELIMINATION SYSTEM (WPDES) PERMIT
The following definitions shall be applicable to this article:
The Public Utilities Committee of the Village of Belgium or its duly authorized deputy, agent or representative.
[Amended 10-11-2010 by Ord. No. 22-10]
The quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five days at 20º C., expressed in milligrams per liter. Quantitative determination of BOD shall be made in accordance with procedures set forth in Standard Methods.
The part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the building sewer, beginning five feet (1.5 meters) outside the inner face of the building wall.
The extension from the building drain to the public sewer or other place of disposal, also called "house connection."
Those sanitary sewer users who discharge normal domestic strength wastewater with concentrations of biochemical oxygen demand (BOD), suspended solids (SS) and phosphorus (P) no greater than the concentrations identified in the current user charge system.
Those sewer users who discharge wastewater with concentrations in excess of domestic strength wastewater as identified in the current user charge system. Users whose wastewater exceeds the concentrations for any one of these parameters shall be in Category B.
The amount of chlorine, in milligrams per liter (ml), which must be added to sewage to produce a specified residual chlorine content in accordance with procedures set forth in Standard Methods.
A sewer intended to receive both wastewater and storm- or surface water.
Those customers of the Village which are not residential and do not discharge industrial wastes.
Biochemical oxygen demand (BOD), suspended solids (SS), phosphorus (P), ammonia, nitrogen, total kjeldahl nitrogen (TKN), pH or fecal coliform bacteria, plus additional pollutants identified in the Village's Wisconsin Pollutant Discharge Elimination System (WPDES) permit for its wastewater treatment facility, provided that such facility is designed to treat such additional pollutants and, in fact, does remove such pollutants to a substantial degree.
That charge to customers of the Village which shall, in whole or in part, defray the costs of retiring the debts incurred in the construction of any wastewater facilities by the Village.
An acquired legal right for the specific use of land owned by others.
Oil, fat or grease in a physical state such that it will separate by gravity from wastewater by treatment in an approved pretreatment facility. Wastewater shall be considered free from floatable oil if it is properly pretreated and the wastewater does not interfere with the collection system.
The residue from the preparation, cooking and dispensing of food and from the handling, storing and sale of food products and produce.
Garbage that has been shredded to such a degree that all particles will be carried freely in suspension under the flow conditions normally prevailing in public sewers, with no particle greater than 1/2 inch in any dimension.
Wastewater with pollutants that will adversely affect the wastewater treatment facilities or disrupt the quality of wastewater treatment if discharged to the wastewater treatment facilities.
Any solid, liquid or gaseous substance discharged or escaping from any industrial, manufacturing or commercial establishment or process or from the development, recovery or processing of natural resources. Such term includes any wastewater that is not sanitary sewage.
The water unintentionally entering the public sewer system, including sanitary building drains and sewers, from the ground through such means as, but not limited to, defective pipes, pipe joints, connections or manhole walls. Infiltration does not include, and is distinguished from, inflow.
The water discharged into a sanitary sewer system, including building drains and sewers, from such sources as, but not limited to, roof leaders; cellar, yard and area drains; foundation drains; unpolluted cooling water discharges; drains from springs and swampy areas; manhole covers; cross-connections from storm sewers; and/or combined sewers, catch basins, stormwaters, surface runoff, street wash waters or drainage. Inflow does not include, and is distinguished from, infiltration.
A person or business holding a valid license to do septage servicing under Ch. NR 113, Wis. Adm. Code.
The Village of Belgium.
Any outlet, including storm sewers and combined sewer overflows, into a watercourse, pond, ditch, lake or other body of surface or ground water.
Ammonia nitrogen, expressed in milligrams per liter of NH2N. Quantitative determination of ammonia nitrogen shall be made in accordance with procedures set forth in Standard Methods.
Wastewater with concentrations of biochemical oxygen demand (BOD), suspended solids (SS) and phosphorus (P) no greater than the concentrations identified in the current user charge system.
All costs incurred in the operation and maintenance of the Village wastewater treatment facilities. Notwithstanding other accounting procedures as may be used by the Village for other purposes, in the context of this article, this class of costs shall be understood to include equipment replacement costs and shall be understood to exclude depreciation charges and debt retirement.
A weight to weight ratio. The parts per million value multiplied by the factor of 8.345 shall be equivalent to pounds per million gallons of water.
Any and all persons, including any individual, firm, company, municipality or private corporation, association, society, institution, enterprise, governmental agency or other entity.
The logarithm of the reciprocal of the hydrogen ion concentration. The concentration is the weight of the hydrogen ion, in grams, per liter of solution. Neutral water, for example, has a pH value of seven and a hydrogen-ion concentration of 10-7.
The element of that same name, the concentration of which, in wastewater, is ascertained by the test for total phosphorus and is expressed in milligrams per liter of P, as defined in the Standard Methods.
The reduction of the amount of pollutants, the elimination of pollutants or the alteration of the nature of pollutant properties in wastewater prior to or in lieu of discharge in or otherwise introducing such pollutants into a wastewater system.
A sewer which is not owned by the Village or Utility.
A treatment works, including any devices and systems used in the storage, treatment, recycling and reclamation of municipal and industrial waste. The systems include sewers, pipes and equipment used to convey wastewater to the treatment facility. The term also includes the municipality that owns and operates the facilities.
A common sewer controlled by a governmental agency or public utility.
The cost associated with maintaining a fund with sufficient resources to provide for obtaining and installing the equipment associated with the Village's wastewater treatment facilities at the end of the service life of each equipment item.
Shall be considered to be synonymous with "domestic sewage" and "domestic wastewater" and shall mean any combination of liquid and water-carried wastes discharged from sanitary plumbing facilities.
A sewer that carries liquid and water-carried wastes from residences, commercial buildings, industrial plants and institutions together with minor quantities of ground-, storm- and surface waters that are not admitted intentionally.
The wastewater or contents of septic or holding tanks, dosing chambers, grease interceptors, seepage beds, seepage pits, seepage trenches, privies or portable rest rooms.
The spent water of a community. The preferred term is "wastewater."
A pipe or conduit that carries wastewater or drainage water.
A charge levied on users of the wastewater collection and treatment facilities for payment of operation and maintenance expenses, debt service costs and other expenses or obligations of said facilities.
Any discharge of water or wastewater that, in concentration of any given constituent or in quantity of flow, exceeds for any period of duration longer than 15 minutes more than five times the average twenty-four-hour concentration or flows during normal operation and/or adversely affects the collection system and/or the performance of the wastewater treatment facilities.
The examination and analytical procedures set forth in the most recent edition of Standard Methods for the Examination of Water and Wastewater, published jointly by the American Public Health Association, the American Water Works Association and the Water Pollution Control Federation.
A drain or sewer for conveying water, groundwater, subsurface water or unpolluted water from any source.
Expressed in milligrams per liter, the total suspended matter that either floats on the surface of or is in suspension in water, wastewater or other liquids and that is removable by laboratory filtering, as prescribed in Standard Methods, and referred to as "nonfilterable residue."
The sum of organic nitrogen and ammonia nitrogen.
Water of quality equal to or better than the effluent of the wastewater treatment facilities or water that would not cause violation of receiving water quality standards and would not be benefited by discharge to the sanitary sewers and wastewater treatment facilities.
The system of charges levied on users of the wastewater collection and treatment facilities for payment of operations and maintenance expenses, debt service costs and other expenses or obligations of said facilities. The preferred term is "sewer service charge."
The Village of Belgium Sewer Utility.
The Village of Belgium, Ozaukee County, Wisconsin.
The spent water of a community or person. From the standpoint of source, it may be a combination of the liquid and water-carried wastes from residences, commercial buildings, industrial plants and institutions, together with any groundwater, surface water and stormwater that may be present.
The structures, equipment and processes required to collect, carry away and treat domestic and industrial wastes and dispose of the effluent.
The wastewater collection facility or wastewater treatment facility, either combined or individually.
An arrangement of devices and structures for treating wastewater and sludge. Also referred to as "wastewater treatment plant."
Authorizes the Village to discharge wastes to a watercourse, provided that the treatment of those wastes meets the conditions of the permit.
B.
The word "shall" is mandatory. The word "may" is permissive.