The following definitions shall be applicable in this article:
The quantity of oxygen utilized in the biochemical oxidation of organic matter in five days at 20° C., expressed as milligrams per liter (mg/l). Quantitative determination of BOD shall be made in accordance with procedures set forth in Standard Methods.
That 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 wastewater with concentrations of BOD greater than 190 mg/l, suspended solids greater than 150 mg/l, and/or phosphorus greater than 11 mg/l.
Those sanitary sewer users who discharge normal domestic wastewater with concentrations of BOD no greater than 190 mg/l, suspended solids no greater than 150 mg/l, and phosphorus no greater than 11 mg/l.
The amount of chlorine, in mg/l, 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.
Biochemical oxygen demand, suspended solids, phosphorus, pH, or fecal coliform bacteria, plus additional pollutants identified in the WPDES permit for the publicly owned wastewater treatment facility receiving the pollutants, if such works were designed to treat such additional pollutants, and, in fact, does remove such pollutants to a substantial degree.
The Heart of the Valley Metropolitan Sewerage District (HOVMSD), a multigovernmental regional district supervised and regulated by the Heart of the Valley Metropolitan Sewerage Commission.
The District Engineer/Manager or other authorized representatives of the District.
The District interceptor sewer and the metering stations, both of which are owned, operated, and maintained by the HOVMSD.
An acquired legal right for the specified 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 of 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, storage, and sale of food products and produce.
The District, for those projects in which the District receives federal funding. The municipality, for those projects in which the municipality receives federal funding.
The residue from the preparation, cooking, and dispensing of food 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.
The sovereign governing body of the Heart of the Valley Metropolitan Sewerage District.
Wastewater with pollutants that will adversely affect or disrupt the quality of wastewater treatment if discharged to a wastewater treatment facility.
A charge collected by the Village from users discharging industrial wastes for the recovery of the Federal EPA grant amount allocable to the treatment of the users' wastewater volume and characteristics at design capacity of Federal EPA-funded wastewater collection and treatment facilities as further defined under this section.
For the purpose of industrial cost recovery, is:
Any nongovernmental, nonresidential user of publicly owned treatment works which discharges more than the equivalent of 25,000 gallons per day (gpd) of sanitary wastes and which is identified in the Standard Industrial Classification Manual, 1972, Office of Management and Budget, as amended and supplemented under one of the following divisions:
Grantee may exclude domestic wastes or discharges from sanitary conveniences.
After applying the sanitary waste exclusion, discharges in the above division that have a volume exceeding 25,000 gpd or the weight of BOD or suspended solids equivalent to that weight found in 25,000 gpd of sanitary waste are considered industrial users.
Division A - Agriculture, Forestry, Fishing |
Division B - Mining |
Division D - Manufacturing |
Division E - Transportation, Communications, Electric, Gas, and Sanitary Services |
Division I - Services |
A user which discharges any wastewater containing toxic pollutants or which has any other adverse effect on the treatment works.
A commercial user of an EPA-funded individual system.
The wastewater from industrial process, trade, or business as distinct from sanitary sewage.
An industry that:
Has a flow of 50,000 gallons or more per average workday;
Has a flow greater than 5% of the flow carried by the wastewater collection and treatment facilities receiving the waste;
Has a material in its discharge included on a list of toxic pollutants issued under § 283.21(1), Wis. Stats., or
Has a significant impact, either singularly or in combination with other contributing industries, on the wastewater treatment facility or the quality of its effluent.
The Village Engineer or other authorized representatives of the municipality.
The municipal sewer systems, structures, equipment, and processes required to collect and carry away wastewater. These municipal wastewater collection facilities, which are owned, operated, and maintained by the municipalities, extend to the influent point of the metering stations owned by the District.
The Village of Combined Locks.
Any outlet, including storm sewers and combined sewer outfalls into a watercourse, pond, ditch, lake, or other body of surface water or groundwaters.
Wastewater with concentrations of BOD no greater than 190 mg/l, suspended solids no greater than 150 mg/l, and phosphorus no greater than 11 mg/l.
Includes all costs associated with the operation and maintenance of the wastewater collection and treatment facilities, as well as the costs associated with periodic equipment replacement necessary for maintaining capacity and performance of wastewater collection and treatment facilities.
A weight-to-weight ratio; the parts per million value multiplied by the factor 8.34 shall be equivalent to pounds per million gallons of water.
Any and all persons, including any individual, firm, company, municipal or private corporation, association, society, institution, enterprise, governmental agency, or other entity.
The reciprocal of the logarithm of the hydrogen-concentration. The concentration is the weight of hydrogen-ions, in grams, per liter of solution. Neutral water, for example, has a pH value of seven and a hydrogen-ion concentration of 10-7.
Any publicly owned sewer, storm drain, sanitary sewer, or combined sewer.
Expenditures for obtaining and installing equipment, accessories, or appurtenances which are necessary during the service life of the wastewater treatment facility to maintain the capacity and performance for which such facilities were designed and constructed. Operation and maintenance costs include replacement costs.
A combination of liquid and water-carried wastes discharged from toilets and/or sanitary plumbing facilities, together with such ground-, surface, and stormwaters as may be present.
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.
Wastes from residential sources resulting from normal domestic activities which are measurable and set apart from industrial, trade, cooling water, and/or process discharge wastes.
The spent water of a community. The preferred term is "wastewater."
A pipe or conduit that carries wastewater or drainage water.
"Shall" is mandatory; "may" is permissive.
Any discharge of water or wastewater which, 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 of flows during normal operation, and shall adversely affect the system and/or performance of the wastewater treatment works.
The examination and analytical procedures set forth in the most recent edition of "Standard Methods for the Examination of Water, Sewage, and Industrial Wastes" published jointly by the American Public Health Association, the American Water Works Association, and the Federation of Sewage and Industrial Wastes Association.
A drain or sewer for conveying water, groundwater, subsurface water, or unpolluted water from any source.
That portion of the rainfall that is drained into the sewers.
Solids that either float on the surface of, or are in suspension in, water, wastewater, or other liquids, and that are removable by laboratory filtering as prescribed in "Standard Methods for Examination of Water and Wastewater," and are referred to as nonfilterable residue.
Water of quality equal to or better than the effluent criteria in effect, or water that would not cause violation of receiving water quality standards and would not be benefitted by discharge to the sanitary sewers and wastewater treatment facilities provided.
A charge levied on users of the wastewater collection and treatment facilities for payment of operation and maintenance costs of said facilities.
The Village of Combined Locks.
The spent water of a community. 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 District and municipal wastewater collection facilities.
An arrangement of devices and structures for treating wastewater, industrial wastes, and sludge. Sometimes used as synonymous with "waste treatment."
A natural or artificial channel for the passage of water, either continuously or intermittently.
A document issued by the Wisconsin State Department of Natural Resources which estimates effluent limitations and monitoring requirements for the District's wastewater treatment facility. WPDES Permit No. WI-0031232-2 and modifications thereof pertain to the District's wastewater treatment facility.