Unless the context specifically indicates otherwise, the following terms, as used in this article, shall have the meanings hereinafter designated:
AMMONIA NITROGEN (NH3-N)One of the oxidation states of nitrogen, in which nitrogen is combined with hydrogen in molecular form as NH3 or in ionized form as NH+4. Quantitative determination of ammonia nitrogen shall be made in accordance with procedures set forth in the latest edition of "Standards Methods".
APPROVING AUTHORITYThe authority empowered to adopt this article and any board, commission, or committee designated by it to administer and enforce the terms of this article. The approving authority shall be the City Council.
BIOCHEMICAL OXYGEN DEMAND (BOD5)The quantity of oxygen utilized in the biochemical oxidation of organic matter in five days at 20° C., expressed in milligrams per liter. Quantitative determination of BOD5 shall be made in accordance with procedures set forth in the latest edition of "Standard Methods".
BUILDING DRAINThat 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.
BUILDING SEWERA. The extension from the building drain to the connection point with the public sewer or other place of disposal; also called "house connection." The property owner shall have the responsibility for maintaining the building sewer, including but not limited to, cleaning or clearing the building sewer by rodding or flushing. "Building sewer" is also called "house connection, lateral or private sewer."
B. Except as provided in this article, building drains and building sewers shall not be subject to the jurisdiction of the City of Edgerton, and the City of Edgerton shall not be responsible for the construction and/or maintenance of such sewers.
CHLORINE REQUIREMENTThe amount of chlorine, in milligrams per liter, which must be added to wastewater to produce a specified residual chlorine content in accordance with procedures set forth in the latest edition of "Standard Methods".
CITYThe City of Edgerton, Rock and Dane County, State of Wisconsin.
COMBINED SEWERAny sewer intended to serve as a sanitary sewer and a storm sewer.
COMMERCIAL USERAny user whose premises are used primarily for the conduct of a profit-oriented enterprise in the fields of construction, wholesale or retail trade, finance, insurance, real estate or services, and who discharges primarily normal domestic wastewater. This definition shall also include multifamily residences having three or more units served by a single water meter.
COMPATIBLE POLLUTANTBiochemical oxygen demand, suspended solids, nitrogen, pH, or fecal coliform bacteria, plus additional pollutants identified in the WPDES permit for the publicly owned treatment works receiving the pollutants if such works was designed to treat such additional pollutants, and in part does remove such pollutants to a substantial degree.
CONNECTION CHARGEA charge for each new user connection to the sanitary treatment system or for an existing user connection that increases water meter size or installs an additional meter.
DWELLING UNITA structure, or that part of a structure, which is intended to be used as a home, residence or sleeping place by one person or by two or more persons maintaining a common household, to the exclusion of all others.
EASEMENTAn acquired legal right for the specific use of land owned by others.
FIXED CHARGEThe portion of the wastewater service charge based upon the number of dwelling units, the number of customer's meters/connections to the wastewater treatment system or the size of the customer's water meters serving the user. Fixed charges shall recover the cost of debt retirement and associated reserves and depreciation associated with the construction, erection, modification or rehabilitation of the wastewater treatment facility and collection system for customer billing and treatment costs relating to infiltration and inflow.
FLOATABLE OILOil, 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.
GARBAGEThe residue from the preparation, cooking and dispensing of food, and from the handling, storage, and sale of food products and produce.
GREASEA group of substances including fats, waxes, free fatty acids, calcium and magnesium soaps, mineral oils, and certain other nonfatty materials as analyzed in accordance with procedures set forth in "Standard Methods".
GROUND GARBAGEThe residue from the preparation, cooking, and dispensing of food that has been shredded to such 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.
INCOMPATIBLE POLLUTANTAny pollutant which is not a compatible pollutant which will adversely affect or disrupt the quality of wastewater treatment if discharged to a wastewater treatment facility.
INDUSTRIAL USERAny user who discharges to the City's wastewater collection system liquid wastes resulting from the processes employed in industrial, manufacturing, trade, or business establishments or from the development of any natural resource. "Industrial user" also includes any user whose premises are used primarily for the conduct of a profit-oriented enterprise in the fields of manufacturing, dairy products processing, meat processing, other food and drink products, painting or finishing operations, transportation, communications or utilities, mining, agriculture, forestry or finishing.
INDUSTRIAL WASTEAny trade or process waste as distinct from segregated domestic wastes or wastes from sanitary conveniences.
INFILTRATIONWater unintentionally entering sanitary sewers, building drains, and building sewers from the ground through such means as, but not limited to, defective pipes, pipe joints, connections or manhole walls.
INFILTRATION or INFLOWThe total quantity of water from both infiltration and inflow without distinguishing the source.
INFLOWThe water discharged into the sanitary sewer, building drains, and building sewers from such sources as, but not limited to, roof leaders, cellar, yard and area drains, foundation drains, unpolluted cooling water, drains from springs and swampy areas, manhole covers, cross-connections from storm sewers and combined sewers, catch basins, stormwaters, surface runoff, street wash waters or drainage.
INTERCEPTING SEWERA sewer whose primary purpose is to convey wastewater from a collection system or systems to a wastewater treatment facility. Size of the sewer is not a factor.
INTERFERENCEThe inhibition or disruption of the City's wastewater collection system, treatment processes or operations which causes or significantly contributes to a violation or to an increase in the magnitude or duration of a violation of any requirement of its WPDES permit, including the impairment of the use or disposal of sludge.
MILLIGRAMS PER LITERA weight-to-weight ratio, the milligrams per liter value (mg/l) multiplied by the factor 8.34 shall be equivalent to pounds per million gallons of water.
NATURAL OUTLETAny outlet, including storm sewers and combined sewer overflows, into a watercourse, pond, ditch, lake, or other body of surface water or groundwater.
NONCONTACT COOLING WATERThe water discharged from any use such as air conditioning, cooling or refrigeration, or during which the only pollutant added to the water is heat.
NORMAL DOMESTIC STRENGTH WASTEWATERSanitary wastewater resulting from the range of normal domestic activities, in which BOD5, SS, total Kjeldahl nitrogen or phosphorus concentrations do not exceed normal concentrations of:
A. A five day, 20EC, BOD5 concentration of not more than 200 mg/l.
B. A suspended solids concentration of not more than 250 mg/l.
C. A total Kjeldahl nitrogen concentration of not more than 25 mg/l.
D. A phosphorus concentration of not more than 4 mg/l.
OPERATION AND MAINTENANCE (O&M) COSTSAll costs associated with the operation and maintenance of the wastewater treatment facility and wastewater collection system, as well as the costs associated with periodic equipment replacement necessary for maintaining the capacity and performance of the wastewater treatment and collection systems.
OPERATORA City employee who is licensed by the State of Wisconsin in wastewater operations.
ORGANIC NITROGENThat portion of nitrogen present in organic compounds which includes various forms of proteins and their degradation products of amino acids and polypeptides. Oxidation or organic nitrogen frees the available nitrogen to ammonia nitrogen. Quantitative determination of organic nitrogen shall be made in accordance with procedures set forth in "Standard Methods".
PARTS PER MILLIONA 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.
PERSONAny and all persons, including any individual, firm, company, municipal, or private corporation, association, society, institution, enterprise, governmental agency, or other entity.
pHThe logarithm (base 10) of the reciprocal of the hydrogen ion 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.
PHOSPHORUS (P)Total phosphorus in wastewater, which may be present in any of three principal forms: orthophosphates, polyphosphates, and organic phosphates. Quantitative determination of total phosphorus shall be made in accordance with procedures set forth in the latest edition of "Standard Methods".
PRETREATMENTThe reduction of the amount of pollutants, the elimination of pollutants, or the alteration of the nature of pollutant properties in wastewater to a less harmful state prior to discharge to the City's wastewater collection system.
PRETREATMENT STANDARDAny regulation which applies to industrial users and which contains pollutant discharge limits promulgated by the WDNR or established by the agency. This term includes both prohibited discharge standards set forth or established under § NR 211.10 and categorical pretreatment standards set forth in §
NR 211.11, Wis. Adm. Code.
PRIVATE SEWERAny sewer outside of a public right-of-way or public easement. Except as provided in this article, a private sewer shall not be subject to the jurisdiction of the City of Edgerton, and the City of Edgerton shall not be responsible for the construction and/or maintenance of such sewer.
PROHIBITED DISCHARGE STANDARDAny standard specifying quantities or concentrations of pollutants or pollutant properties which may be discharged to the City's wastewater collection system by industrial users regardless of industrial category.
PUBLIC AUTHORITYAny user whose premises are used for the conduct of the legislative, judicial, administrative, or regulatory activities of federal, state, local, or international units of government; government-owned educational facilities; government-owned health facilities; or government-owned recreational facilities. This does not include government-owned-or-operated business establishments. It is assumed that public authority users have normal domestic strength wastewater unless sampling data or other information demonstrates that greater than normal domestic strength wastewater is discharged.
PUBLIC SEWERAny sewer provided by or subject to the jurisdiction of the City of Edgerton. It shall also include sewers within or outside the City of Edgerton boundaries that serve one or more persons and ultimately discharge into the City of Edgerton sanitary sewer system, even though sewers may not have been constructed with City of Edgerton funds. Public sewer shall not include private sewers, building drains or building sewers.
REPLACEMENT COSTSExpenditures for obtaining and installing equipment, accessories, and appurtenances which are necessary during the service life of the treatment facility and collection system to maintain their design capacity and performance for which the systems were designed and constructed. Operation and maintenance costs include replacement costs.
RESIDENTIAL EQUIVALENT UNIT or REUA measure for a connection charge equivalent to one residential dwelling unit. For purposes of this article, one residential equivalent is considered equal to the basic residential meter size 5/8-inch or 3/4-inch.
RESIDENTIAL USERAny user whose premises are used primarily as a domicile for one or more persons and discharges only domestic wastes, but not including dwellings classified as "commercial user," see definition above.
SANITARY SEWAGEA combination of water carried from residences, business buildings, institutions and industrial plants (other than industrial wastes from such plants), together with such groundwaters, surface waters and stormwaters as may be present.
SANITARY SEWERA sewer that carries sanitary and industrial water-carried wastes from residents, commercial buildings, industrial plants, and institutions, together with minor quantities of ground, stormwater and surface water that are not admitted intentionally.
SEGREGATED DOMESTIC WASTESWastes from nonresidential sources resulting from normal domestic activities. These activities are distinguished from industrial, trade, and/or process discharge wastes.
SEWAGEThe spent water of a community. The preferred term is "wastewater," see definition below.
SEWAGE SYSTEMThe composite network of underground conduits carrying wastewater and appurtenances incidental thereto (i.e., manholes, lift stations, service lateral).
SEWERA pipe or conduit that carries wastewater or drainage water.
SEWER LATERALThe portion of system located between the building and the sanitary sewer main.
SEWER USER CHARGEA charge levied on users of the wastewater treatment facility for capital-related expenses, as well as operation and maintenance costs of said facilities.
SIGNIFICANT CONTRIBUTING USERAn industrial or commercial user of the wastewater collection system, which:
A. Has a waste discharge flow of 25,000 gallons or more per average workday;
B. Has a waste discharge flow greater than 5% of the flow carried by the wastewater collection system;
C. Has in its waste, a toxic pollutant in toxic amounts as defined in Wis. Adm. Code, Ch.
NR 212; or
D. Has a significant impact, either singly or in combination with other contributing industries, on the wastewater collection system, the quality of sludge, the system's effluent quality or air emissions generated by the system.
SLUDGEThe accumulated solids generated during the biological treatment, coagulation or sedimentation of water or wastewater.
SLUGAny 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 or flows during normal operation and shall adversely affect the system and/or performance of the wastewater treatment works.
STANDARD METHODSThe examination and analytical procedures set forth in the most recent edition of "Standard Methods for the Examination of Water, Wastewater, and Industrial Wastes" published jointly by the American Public Health Association, the American Water Works Association, and the Water Pollution Control Federation.
STORM DRAIN or STORM SEWERA drain or sewer for conveying water, groundwater, subsurface water, or unpolluted water from any source.
STORM SEWERA sewer which carries stormwater and surface drainage but which excludes wastewater.
STORMWATERAny flow occurring during or after any form of natural precipitation and resulting therefrom. "Stormwater" does not include industrial and domestic wastewater.
SUSPENDED SOLIDS (SS)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" and are referred to as "nonfilterable residue."
TOTAL KJELDAHL NITROGEN (TKN)The sum total of ammonia nitrogen and organic nitrogen. Quantitative determination of total Kjeldahl nitrogen shall be made in accordance with procedures set forth in "Standard Methods".
TOXIC DISCHARGESDischarge containing a substance or mixture of substances which, through sufficient exposure, or ingestion, inhalation, or assimilation by an organism, either directly from the environment or indirectly by ingestion through the food chain, will on the basis of information available cause death, disease, behavioral or immunological abnormalities, cancer, genetic mutations, or developmental or physiological malfunctions, including malfunctions in reproduction or physical deformations, in such organisms or their offspring.
TOXIC SUBSTANCEAny substance whether gaseous, liquid or solid which, when discharged to the system in sufficient quantities, interferes with any wastewater treatment process, or constitutes a hazard to human beings or animals, or inhibits aquatic life in the receiving stream of the effluent from the treatment facility.
UNMETERED USERA user who is not connected to the municipal water system thereby does not have his private water supply metered.
UNPOLLUTED WATERWater 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.
USERAny residential, commercial, industrial, governmental, institutional, or other person that discharges wastewater to the wastewater treatment system, including wastewater haulers.
USER CHARGE SYSTEMThat system which generates operation and maintenance (O&M), and replacement revenues equitably for providing each user class with services.
USER CLASSESCategories of users having similar flows and water characteristics; that is, levels of biochemical oxygen demand, suspended solids, phosphorus, ammonia nitrogen, etc. For the purposes of this article, there shall be four user classes: residential, commercial, industrial, and public authority.
VARIABLE CHARGEThe portion of the wastewater service charge based on the volume strength of wastewater discharged to the wastewater treatment system. The variable charge shall include the charge for normal strength wastewater and a surcharge if any of the parameters in the discharge exceed those of normal strength wastewater. Variable charges shall recover operation, maintenance and replacement costs, except customer billing and treatment costs relating to infiltration and inflow, which are recovered in the fixed charge.
VOLUME CHARGEA user charge based upon the volume of normal strength wastewater to be transported.
WASTEWATERThe spent water of a community. From the standpoint of source, it may mean the combination of the liquid and water-carried industrial or domestic wastes from dwellings, residences, commercial buildings, industrial facilities, and institutions, together with any groundwater, surface water, and stormwater that may be present, whether treated or untreated, which is discharged into or permitted to enter the City's wastewater collection system.
WASTEWATER TREATMENT FACILITIESThe treatment system defined in this section, exclusive of interceptor sewers and wastewater collection systems. All wastewater treatment is provided by the City of Edgerton wastewater treatment facility and all references to wastewater treatment facilities refer to those facilities owned and operated by the City of Edgerton.
WASTEWATER TREATMENT SYSTEMAn arrangement of any devices, facilities, structures, equipment, or works owned or used by the City for the purpose of the transmission, storage, treatment, recycling, and reclamation of liquid industrial and domestic wastewater and sludge or necessary to recycle or reuse water, including interceptor sewers, outfall sewers, wastewater collection system, individual systems, pumping, power, and other equipment, and their appurtenances; extensions, improvements, remodeling, additions, and alterations thereof; elements essential to provide a reliable recycled water supply such as standby treatment units and clear well facilities; and any works, including land that will be an integral part of the treatment process or is used for ultimate disposal of residues resulting from such treatment; or any other method or system for preventing, abating, reducing, storing, treating, separating, or disposing of municipal or industrial wastes.
WATERCOURSEA natural or artificial channel for the passage of water either continuously or intermittently.
WDNRThe Wisconsin Department of Natural Resources.
WPDES PERMITThe Wisconsin Pollutant Discharge Elimination System permit. The Wisconsin Department of Natural Resources has the authority under Chs. 283 and 160, Wis. Stats, to issue, reissue, modify, suspend or revoke WPDES permits.
[Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II)]