For the purpose of this chapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning.
(A) Clarification of word usage.
MAY. Is permissible.
SHALL. Is mandatory.
(B) Government, federal.
ADMINISTRATOR. The Administrator of the U.S. Environmental Protection Agency.
FEDERAL ACT. The Federal Clean Water Act (33 U.S.C. §§ 466 et seq.) as amended, (Pub. L. 95-217).
FEDERAL GRANT. The U.S. government participation in the financing of the construction of treatment works as provided for by Title II grants for construction of treatment works of the Act and implementing regulations.
(C) Government, local.
APPROVING AUTHORITY. The Superintendent of the village or his or her authorized deputy, agent or representative.
INSPECTOR. The Superintendent or other person or persons duly authorized by the village to inspect and approve the installation of building sewer and their connection to the sanitary sewer system.
NPDES PERMIT. Any permit or equivalent document or requirements issued by the Administrator, or, where appropriated by the Director, after enactment of the Federal Clean Water Act to regulate the discharge of pollutants pursuant to § 402 of the Federal Act.
PERSON. Any and all persons, natural or artificial including any individual, firm, company, municipal or private cooperation, association, society, institution, enterprise, governmental agency or other entity.
(D) Government, state.
DIRECTOR. The Director of the Illinois Environmental Protection Agency.
STATE ACT. The Illinois Anti-Pollution Bond Act of 1970.
STATE GRANT. The state participation in the financing of the construction of treatment works as provided for by the Illinois Anti-Pollution Bond Act and for making such grants as filed with the Secretary of State of the State of Illinois.
(E) Treatment.
PRETREATMENT. The treatment of sewer from sources before introduction into the sewer treatment works.
SEWER TREATMENT WORKS. An arrangement of devices and structures for treating sewer, industrial wastes and sludge. Sometimes used as synonymous with WASTE TREATMENT PLANT or SEWER TREATMENT PLANT or POLLUTION CONTROL PLANT.
(F) Types of charges.
BASIC USER CHARGE. The basic assessment levied on all users of the public sewer system.
CAPITAL IMPROVEMENT CHARGE. The charge levied on users to improve, extend or reconstruct the sewage treatment works.
DEBT SERVICE CHARGE. The amount to be paid each billing period for payment of interest, principal and coverage of (loan, bond and the like) outstanding.
LOCAL CAPITAL COST CHARGE. Charges for costs other than the operation, maintenance and replacements costs, i.e., debt service and capital improvement costs.
REPLACEMENT. Expenditures for obtaining and installing equipment, accessories or appurtenances which are necessary during the service life of the treatment works to maintain the capacity and performance for which such works were designed and constructed. The term operation and maintenance includes REPLACEMENT.
RESERVE FUND CHARGE. A revolving fund for expansion and construction of the sewer system.
SEWER FUND. The principal accounting designation for all revenues received in the operation of the sewer system.
SEWER SERVICE CHARGE. The charge per quarter or month levied on all users of the sewer facilities. The service charge shall be computed as outlined in Chapter 51 of this code of ordinances and shall consist of the total or the basic user charge, the local capital cost and a surcharge, if applicable.
SURCHARGE. The assessment in addition to the basic user charge and debt service charge which is levied on those persons whose wastes are greater in strength than average concentration values as established by code.
USEFUL LIFE. The estimated period during which the collection system and/or treatment works will be operated.
USER CHARGE. A charge levied on users of treatment works for the cost operation, maintenance and replacement.
(G) User types.
COMMERCIAL USER. Includes transit lodging, retail and wholesale establishments or places engaged in selling merchandise, or rendering services.
CONTROL MANHOLE. A structure located on a site from which industrial wastes are discharged. Where feasible, the manhole shall have an interior drop. The purpose of a CONTROL MANHOLE is to provide access for the village representative to sample and/or measure discharges.
INDUSTRIAL USER. Includes establishments engaged in manufacturing activities involving the mechanical or chemical transformation of materials of substance into products.
INSTITUTIONAL/GOVERNMENTAL USER. Includes schools, churches, penal institutions and users associated with federal, state and local governments.
RESIDENTIAL USER. All dwelling units such as houses, buildings, mobile homes, apartments, permanent multi-family dwellings.
USER CLASS. The type of user either residential or commercial (non-industrial) or industrial as defined herein.
(H) Wastewater and its characteristics.
BOD (DENOTING BIOCHEMICAL OXYGEN DEMAND). The quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five days at 20°C, expressed in milligrams per liter.
EFFLUENT CRITERIA. Defined in any applicable NPDES permit.
FLOATABLE OIL. Oil, fat or grease in a physical state such that it will separate by gravity from sewer by treatment in an approved pretreatment facility. A sewer shall be considered free of floatable fat if it is properly pretreated and the sewer does not interfere with the collection system.
GARBAGE. Solid wastes from the domestic and commercial preparation, cooking and dispensing of food, and from the handling, storage and sale of produce.
INDUSTRIAL WASTE. Any solid, liquid or gaseous substance discharged, permitted to flow or escaping from any industrial, manufacturing, commercial or business establishment or process or from the development, recovery or processing of any natural resource as distinct from sanitary sewage.
MAJOR CONTRIBUTING INDUSTRY. An industrial user the publicly owned treatment works that:
(a) Has a flow of 50,000 gallons or more per average work day;
(b) Has a flow greater than 10% of the flow carried by the municipal system receiving the waste;
(c) Has in its waste, a toxic pollutant in toxic amounts as defined in standards issued under § 307(a) of the Federal Act; or
(d) Is found by the permit issuance authority, in connection with the issuance of the NPDES permit to the publicly owned treatment works receiving the waste, to have significant impact, either singly or in combination with other contributing industries, on that treatment works or upon the quality of effluent from that treatment works.
MILLIGRAMS PER LITER (mg/l). A unit of the concentration of water or sewer constituent. It is 0.001 gram of the constituent in 1,000 milliliter of water. It has replaced the unit formerly used commonly, parts per million, to which it is approximately equivalent, in reporting the results of water and sewer analysis.
pH. The logarithm (base 10) of the reciprocal of the hydrogen-ion concentration expressed by one of the procedures outlined in the IEPA Division of Laboratories Manual of Laboratory Methods.
POPULATION EQUIVALENT. A term used to evaluate the impact of industrial or other waste on a treatment works or stream. ONE POPULATION EQUIVALENT is 100 gallons of sewage per day, containing 0.17 pounds of BOD and 0.20 pounds of suspended solids.
ppm. Parts per million by weight.
PROPERLY SHREDDED GARBAGE. The wastes from the preparation, cooking and dispensing of food that have been shredded to such a degree that all particles will be carried freely under the flow conditions normally prevailing in public sewer, with no particle greater than one-half inch (1.27 centimeters) in any dimension.
SEWAGE. Used interchangeably with SEWER.
SEWER. The spent water of a community. From this standpoint of course, 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 storm water that may be present.
SLUG. Any discharge of water, sewage or industrial waste 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 24-hour concentration or flows during normal operation.
SUSPENDED SOLIDS (SS). Solids that either float on the surface of, or are in suspension in water, sewage or industrial waste, and which are removable by a laboratory filtration device. Quantitative determination of SUSPENDED SOLIDS shall be made in accordance with procedures set forth in the IEPA Division of Laboratories Methods.
UNPOLLUTED WATER. 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 sewer and sewer treatment facilities provided.
WATER QUALITY STANDARDS. Defined in the water pollution regulations of the state.
(I) Wastewater facilities.
WASTEWATER FACILITIES. The structures, equipment and processes required to collect, carry away and treat domestic and industrial wastes and transport effluent to a watercourse.
(J) Wastewater types and appurtenances.
BUILDING DRAIN. The part of the lowest 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 or other approved point of discharge, beginning five feet (one and one-half meters) outside the inner face of the building wall.
BUILDING SEWER. The extension from the building drain to the public sewer or other place of disposal.
COMBINED SEWER. A sewer which is designed and intended to receive sewer, storm, surface and groundwater drainage.
EASEMENT. An acquired legal right for the specific use of land owned by other.
PUBLIC SEWER. A sewer provided by or subject to the jurisdiction of the village. It shall also include sewer within or outside the village boundaries that serve one or more persons and ultimately discharge into the village sanitary sewer or combined sewer system, even though that sewer may not have been constructed with village funds.
SANITARY SEWER. A sewer that conveys sewage or industrial wastes or a combination of both, and into which storm, surface and groundwaters or unpolluted industrial wastes are not intentionally admitted.
SEWER.
(a) A pipe or conduit for conveying sewage or any other waste liquids, including storm, surface and groundwater drainage.
(b) The system of sewer and appurtenances for the collection, transportation and pumping of sewage.
STORM SEWER. A sewer that carries storm, surface and groundwater drainage, but excludes sewage and industrial wastes other than unpolluted cooling water.
STORM WATER RUNOFF. The portion of the precipitation that is drained into the sewer.
(K) Watercourse and connections.
NATURAL OUTLET. Any outlet into a watercourse, pond, ditch, lake or other body of surface or groundwater.
WATERCOURSE. A channel in which a flow of water occurs, either continuously or intermittently.
(2009 Code, § 39-4-1) (Ord. 92-3, passed 5-11-1992)