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Village of Orfordville, WI
Rock County
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Table of Contents
Table of Contents
A. 
It shall be unlawful for any person to place, deposit or permit to be deposited in any unsanitary manner on public or private property within the Village, or in any area under the jurisdiction of said Village, any human or animal excrement, garbage or other objectionable waste.
B. 
It shall be unlawful to discharge to any natural outlet within the Village or in any area under the jurisdiction of said Village any sewage or other polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this chapter and the current NPDES/WPDES permit discharge limits.
C. 
Except as hereinafter provided, it shall be unlawful to construct or maintain any privy, privy vault, septic tank, cesspool or other facility intended or used for the disposal of sewage.
D. 
The owner of all houses, buildings or properties used for human occupancy, employment, recreation or other purposes situated within the Village, abutting on any street, alley or right-of-way in which there is now located or may in the future be located any public sanitary sewer of the Village, is hereby required, at his expense, to install suitable toilet facilities therein and to connect such facilities directly with the proper public sewer in accordance with the provisions of this chapter within 10 days after date of official notice to do so, provided that said public sewer is within 10 feet of the property line.[2]
[2]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II).
[1]
Editor's Note: See also Ch. 184, Health and Sanitation, § 184-7.
Private sewage collection and disposal systems will not be permitted within the Village corporation limits as the entire Village is presently served with a public sewage collection and disposal system.
A. 
No unauthorized person shall uncover, make connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the Building Inspector, hereinafter referred to as the "Village Sanitation Inspector."
B. 
All disposal by any person into the sewer system is unlawful except those discharges in compliance with federal standards promulgated pursuant to the Federal Act and more stringent state and local standards.
C. 
Building sewer permits.
(1) 
There shall be two classes of building sewer permits:
(a) 
For residential and commercial service; and
(b) 
For service to establishments producing industrial wastes.
(2) 
In either case, the owner or his agent shall make application on a special form furnished by the Village. The permit application shall be supplemented by any plans, specifications, or other information considered pertinent in the judgment of the Village. A permit and inspection fee in an amount to be determined by resolution of the Village Board of the Village of Orfordville, which amount shall be placed on record with and be available from the Village Clerk-Treasurer, for a residential or commercial building sewer permit shall be paid to the Village at the time the application is filed. The industry, as a condition of permit authorization, must provide information describing its wastewater constituents, characteristics and type of activity.
D. 
A building sewer permit will only be issued and a sewer connection shall only be allowed if it can be demonstrated that the downstream sewerage facilities, including sewers, pump stations, and wastewater treatment facilities, have sufficient reserve capacity to adequately and efficiently handle the additional anticipated waste load.
E. 
All costs and expenses incidental to the installation and connection of the building sewer shall be borne by the owner. The owner shall indemnify the Sanitation Inspector from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer.
F. 
A separate and independent building sewer shall be provided for every building, except that where one building stands at the rear of another in an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer.
G. 
Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the Inspector, to meet all requirements of this chapter.
H. 
The size, slope, alignment, and materials of construction of a building sewer, and the methods to be used in excavating, placing of the pipe, jointing, testing, and backfilling the trench, shall all conform to the requirements of the rules and regulations of the Village. In the absence of code provisions or in amplification thereof, the materials and procedures set forth in appropriate specifications of the American Society for Testing and Materials, Water Pollution Control Federation Manual of Practice No. 9, and guidelines for Water and Sewer Main Construction in Wisconsin shall apply.
I. 
Whenever possible, the building sewer shall be brought to the building at an elevation below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by a means which is approved in accordance with Subsection B above and discharged to the building sewer.
J. 
No person(s) shall make connection of roof downspouts, exterior foundation drains, areaway drains or other sources of surface runoff or groundwater to a building sewer or building drain which in turn is connected directly or indirectly to a public sanitary sewer.
K. 
The connection of the building sewer into the public sewer shall conform to the requirements and applicable rules and regulations of the Village or the procedures set forth in appropriate specifications of the American Society for Testing and Materials, Water Pollution Control Federation Manual of Practice No. 9, and guidelines for Water and Sewer Main Construction in Wisconsin. All such connections shall be made gastight and watertight.
L. 
All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the Sanitation Inspector.
A. 
No person shall discharge or cause to be discharged any stormwater, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer.
B. 
Stormwater and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as storm sewers or to a natural outlet approved by the Sanitation Inspector. Industrial cooling water or unpolluted process waters may be discharged on approval of the Sanitation Inspector to a storm sewer or natural outlet.
C. 
No person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers:
(1) 
Any gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquid, solid or gas.
(2) 
Any waters or wastes containing toxic or poisonous solids, liquids or gases in sufficient quantity, either singly or by interaction with other wastes, to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals, create a public nuisance, or create any hazard in the receiving waters of the sewage treatment plant.
(3) 
Any waters or wastes having a pH lower than 5.5 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works.
(4) 
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works, such as, but not limited to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
D. 
No industrial user may discharge sewage into any public sewer until the Village has adopted an industrial cost recovery system which:
(1) 
Meets the requirements of Section 204(b)(a)(8) of the Federal Water Pollution Control Act Amendments of 1972 (citation) and applicable federal regulations; and
(2) 
Has been approved by the Agency in accordance with the conditions of any grant made to the Village by the United States Environmental Protection Agency for the construction of any part of the sewer system or sewage treatment works of the Village.
E. 
No person shall discharge or cause to be discharged the following described substances, materials, waters or wastes if it appears likely, in the opinion of the Sanitation Inspector, that such wastes can harm either the sewers, sewage treatment process or equipment; have an adverse effect on the receiving stream; or can otherwise endanger life, limb, or public property or constitute a nuisance. In forming his opinion as to the acceptability of these wastes, the Sanitation Inspector 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 sewage treatment process, capacity of the sewage treatment plant, degree of treatability of wastes in the sewage treatment plant, and maximum limits established by regulatory agencies. The substances prohibited are:
(1) 
Any liquid or vapor having a temperature higher than 150º F. (65º C.).
(2) 
Any waters or wastes containing toxic or poisonous materials or oils, whether emulsified or not, in excess of 100 mg/l per liter or containing substances which may solidify or become viscous at temperatures between 32º F. and 150º F. (0º C. and 65º C.).
(3) 
Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of 3/4 horsepower or greater shall be subject to the review and approval of the Sanitation Inspector.
(4) 
Any waters or wastes containing strong acid, iron pickling wastes or concentrated plating solutions, whether neutralized or not.
(5) 
Any waters or wastes containing iron, chromium, zinc, copper or similar objectionable or toxic substances, or wastes exerting an excessive chlorine requirement, to such degree that any such material received in the composite sewage at the sewage treatment works exceeds the limits established by the Village Board for such materials.
(6) 
Any waters or wastes containing phenols or other taste- or odor-producing substances in such concentrations exceeding limits which may be established by the Village as necessary after treatment of the composite sewage to meet the requirements of the state, federal or other public agencies of jurisdiction for such discharge to the receiving waters.
(7) 
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Village Board in compliance with applicable state or federal regulations.
(8) 
Any waters or wastes having a pH in excess of 9.5.
(9) 
Any mercury or any of its compounds in excess of 0.0005 mg/l as Hg at any time except as permitted by the Village Board in compliance with applicable state and federal regulations.
(10) 
Any cyanide in excess of 0.025 mg/l at any time except as permitted by the Village Board in compliance with applicable state and federal regulations.
(11) 
Materials which exert or cause:
(a) 
Unusual concentrations of inert suspended solids (such as, but not limited to, Fullers earth, lime slurries and lime residues) or of dissolved solids (such as, but not limited to, sodium chloride and sodium sulfate).
(b) 
Excessive discoloration (such as, but not limited to, dye wastes and vegetable tanning solutions).
(c) 
Unusual BOD, chemical oxygen demand or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works.
(d) 
Unusual volume of flow or concentrations of wastes constituting "slugs" as defined herein.
(12) 
Waters or wastes containing substances which are not amenable to treatment or reduction by the sewage treatment processes employed or are amenable to treatment only to such degree that the sewage treatment plant effluent cannot meet the requirements of agencies having jurisdiction over discharge to the receiving waters.
F. 
Pretreatment.
(1) 
If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in Subsection E and/or which are in violation of the standard for pretreatment provided in Chapter 1, EPA Rules and Regulations, Subchapter D, Water Programs, Part 128, Pretreatment Standards, Federal Register Volume 38, No. 215, Thursday, November 8, 1973, and any amendments thereto, and which in the judgment of the Village Board may have a deleterious effect upon the sewage works, processes, equipment or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the Village Board, upon directing the Sanitation Inspector, may:
(a) 
Reject the wastes;
(b) 
Require pretreatment to an acceptable condition for discharge to the public sewers;
(c) 
Require control over the quantities and rates of discharge; and/or
(d) 
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 Subsection L.
(2) 
If the Village Board permits the pretreatment or equalization of waste flow, the design and installation of the plants and equipment shall be subject to the review and approval of the Village Board and subject to the requirements of all applicable codes, ordinances and laws.
G. 
Grease, oil and sand interceptors shall be provided when, in the opinion of the Village Board, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand or 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 Village Board and shall be located as to be easily accessible for cleaning and inspection.
H. 
Where preliminary treatment or flow-equalizing facilities are provided, they shall be maintained continuously in satisfactory and effective operation by the owner at his expense.
I. 
Each industry shall be required to install a control manhole, and, when required by the Village Board, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable control manhole together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling and measurement of the wastes. Such manhole, when required, shall be accessibly and safely located and shall be constructed in accordance with plans approved by the Village 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.
J. 
Analyses.
(1) 
The owner of any property serviced by a building sewer carrying industrial wastes shall provide laboratory measurements, tests and analyses of waters and wastes to illustrate compliance with this chapter and any special conditions for discharge established by the Village Board or regulatory agencies having jurisdiction over the discharge.
(2) 
The number, type and frequency of laboratory analyses to be performed by the owner shall be as stipulated by the Village Board, but no less than once per year the industry must supply a complete analysis of the constituents of the wastewater discharge to assure that compliance with the federal, state and local standards is being met. The owner shall report the results of measurements and laboratory analyses to the Village Board at such times and in such manner as prescribed by the Village Board. The owner shall bear the expense of all measurements, analyses and reporting required by the Village Board. At such times as deemed necessary, the Village Board reserves the right to take measurements and samples for analysis by an outside laboratory service.
K. 
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in this chapter shall be determined in accordance with the latest edition of Standard Methods for the Examination of Water and Wastewater, published by the American Public Health Association, and shall be determined at the control manhole provided 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. Sampling shall be carried out by customarily accepted methods to reflect the effect of constituents upon the sewage works and to determine the existence of hazards to life, limb and property. (The particular analyses involved will determine whether a twenty-four-hour composite of all outfalls of a premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analyses are obtained from twenty-four-hour composites of all outfalls, whereas pH is determined from periodic grab samples.)
L. 
No statement contained in this article shall be construed as preventing any special agreement or arrangement between the Village Board and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Village Board for treatment, subject to payment therefor in accordance with this chapter by the industrial concern, provided such payments are in accordance with federal and state guidelines for user charge system and industrial cost recovery system.
No unauthorized person shall maliciously, willfully or negligently break, damage, destroy or tamper with any structure, appurtenance or equipment which is a part of the sewage works. Any person violating this provision shall be subject to immediate arrest under charge of disorderly conduct.
A. 
Any person found to be violating any provision of this chapter, except § 262-5, shall be served by the Village Board with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall, within the period of time stated in such notice, permanently cease all violations. The Village Board may revoke any permit for sewage disposal as a result of any violation of any provision of this chapter.
B. 
Any person who shall continue any violation beyond the time limit provided for in Subsection A shall be guilty of a misdemeanor and, on conviction thereof, shall be subject to a forfeiture as provided in Chapter 1, General Provisions, § 1-5. Each day in which any such violation shall continue shall be deemed a separate offense.
C. 
Any person violating any of the provisions of this chapter shall become liable to the Village Board by reason of such violation.