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RULES AND REGULATIONS
(A) It shall be unlawful for any person to place, deposit, or permit to be deposited in an unsanitary manner on public or private property within the city, or in any area under the jurisdiction of the city, any human or animal excrement, garbage, floatable oils as defined by this chapter, or other objectionable waste.
(B) It shall be unlawful to discharge to any natural outlet within the city, or in any area under the jurisdiction of the city, any sanitary sewage, industrial waste, or other polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this chapter.
(C) No person shall place, deposit, or permit to be deposited in any unsanitary manner on public or private property within the jurisdiction of the city any wastewater or other polluted waters, except where suitable treatment has been provided in accordance with provisions of this chapter and the NPDES permit.
(D) Except as hereinafter provided, no person shall construct or maintain any privy, privy vault, septic tank, cesspool, or other facility intended or used for the disposal of sewage.
(E) The owner of all houses, buildings, or properties used for human occupancy, employment, recreation, or other purpose, situated within the city and abutting on any street, alley, or right-of-way in which there is now located or may in the future be located a public sanitary or combined sewer of the city, is required at his or her 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, provided that said public sewer is within 300 feet of the property line.
(F) The owner is responsible for all infrastructure required to connect the subject structure to the sewer main regardless of where the sewer main is located. This obligation remains intact, even if a sewer rehabilitation program may replace all or a portion of such infrastructure in an effort to reduce inflow and infiltration of clear water into the sanitary sewer system, as described in §§ 51.055 and 51.056.
(Prior Code, § 33.02) (Ord. 1965-3, passed 1-20-1965; Ord. 1977-22, passed 11-10-1977; Ord. 1996-19, passed 9-26-1996; Ord. 2010-9, passed 6-23-2010; Ord. 2019-25, passed on 5-13-2020) Penalty, see § 51.999
(A) Where a public sanitary or combined sewer is not available under the provisions of § 51.015(E), the building sewer shall be connected to a private sewage disposal system complying with the provisions of this section.
(B) At any house, building, or property used for human occupancy, employment, recreation, or other purposes, situated within the city and where there is installed a water carriage sewage disposal system which is not connected to a proper public sewer system, there shall be established, installed, or constructed and maintained, at no expense to the city, a private sewage disposal system which shall comply with the recommendations of the State Board of Health.
(C) At any house, building, or property used for human occupancy, employment, recreation, or other purposes, situated within the city and where there is installed a privy, said privy shall be of the sanitary type, and shall be constructed and maintained at no expense to the city to comply with the recommendations of the State Board of Health.
(D) No new construction or installation of a combined sewer or privy shall be permitted within the city.
(E) Should any defect occur in any private water carriage sewage disposal system or privy which would cause said sewage disposal system or privy to fail to meet the requirements in divisions (B) or (C) above, the defect shall be corrected immediately by the owner or agent of the owner or the occupant or agent of the occupant, at no expense to the city. Failure on the part of the owner or agent of the owner or the occupant or agent of the occupant to do so shall be a violation of this chapter.
(F) Wherever a public sewer becomes available to a house, building, or property used for human occupancy, employment, recreation, or other purposes, served by a private sewage disposal system or privy, as provided for in § 51.015(E), situated within the city, a direct connection shall be made to the public sewer, and any septic tanks, seepage pits, privy pits, and similar sewage disposal and treatment facilities shall be abandoned and filled in a safe and sanitary manner.
(G) Within 30 days after receiving an official order in writing from the City Engineer, the owner, agent of the owner, the occupant, or agent of the occupant of the property shall comply with the provisions of this chapter set forth in the official order of the City Engineer, except as provided for in § 51.015(E). The official order shall be served on the owner and the occupant or on the agent of the owner, but may be served on any person who, by contact with the owner, has assumed the duty of complying with the provisions of an official order.
(H) Before commencement of construction of a private sewage disposal system, the owner or agent of the owner shall obtain a written permit from the Board. The application for such permit shall be made to the Clerk-Treasurer on a form furnished by the city, which the applicant shall supplement by any plans, specifications, and other information as deemed necessary by the Board. A permit and inspection fee in an amount determined by the Board shall be paid to the Clerk-Treasurer at the time the application is filed.
(I) A permit for a private sewage disposal system shall not become effective until the installation is completed to the satisfaction of the City Engineer. The City Engineer shall be allowed to inspect the work at any stage of construction and, in any event, the applicant for the permit shall notify the City Engineer when the work is ready for final inspection, and before any underground portions are covered. The inspection shall be made within 48 hours of the receipt of notice by the City Engineer.
(J) No person shall deposit waste products of septic tanks, cesspools, dry well, privies, or other waste disposal systems into the sewage disposal system of the city except at a point or points designated for such deposits by the Board.
(K) Any person depositing any waste products referred to in division (J) above into the sewage disposal system shall pay a fee to the city of $0.50 per 100 gallons of waste products so deposited, payable at the office of the Clerk-Treasurer at such times as designated by the Board.
(L) Every person so depositing waste products referred to in division (J) above into the sewage disposal system shall be subject to inspection by officials designated to make such inspections by the Board, and said persons making such inspections shall have the right to require any person depositing said waste products in the sewage disposal system to meet proper sanitation requirements in the delivery and depositing of said waste products.
(M) At any house, building, or property as referred to in division (C) above, the Wastewater Utility may conduct a sanitary sewer rehabilitation project in any part of the city in order to remove inflow and infiltration sources. The Wastewater Utility reserves the right to enter onto private property in order to replace all or any private laterals in the rehabilitation area, at no cost to the homeowner or business owner with notification. Prior to initiation of reuse of the new lateral to the rehabilitated sewer main, the Wastewater Utility reserves the right to inspect the home or business property, including all structures, through a representative of the Manager, to search for sources of inflow and infiltration as shown in § 51.018(B). It shall be the owner’s responsibility to remove these sources of inflow and infiltration at no cost to the city. The owner, as stated in division (C) above, shall maintain the new lateral and retain ownership thereof, once reuse has commenced.
(N) Residing homeowners may request assistance from the Wastewater Utility through a private lateral repair and/or replacement application only in the case of a total lateral failure. Upon review and approval of such an application by the Wastewater Utility Manager, and only after proper information has been supplied by the owner, and if sufficient funds are available in the Wastewater Utility budget line item 419, a private lateral may be repaired or replaced at no expense to the owner, even if it is outside of the provisions of division (M) above. The owner, as stated in division (C) above, shall maintain the new lateral and retain ownership thereof, once reuse has commenced.
(Prior Code, § 33.03) (Ord.1965-3, passed 1-20-1965; Ord. 1977-22, passed 11-10-1977; Ord. 2008-20, passed 6-25-2008; Ord. 2019-25, passed on 5-13-2020) Penalty, see § 51.99
(A) No unauthorized person shall uncover, make any connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without obtaining a written permit from the Board.
(B) No person shall make any connection with the public sewers or drains, or with any extension or connection previously made, without obtaining a written permit from the Board. The application for such permit must be made, in writing, not later than the day previous to the opening of the street by the owner or authorized agent of the property to be drained, and must be accompanied by a clear description of the premises, the name of the owner, the number of fixtures to be connected therewith, and the name of the person employed to do the work. Any permit so issued by the Board shall be subject to recession and/or termination by the Manager, and/or the City Engineer should the user fail to comply with all of the terms, conditions, and provisions of this chapter.
(C) All costs and expenses incident to the installation and connection of the building sewer shall be borne by the owner. The owner or the person installing the building sewer for said owner shall indemnify the city from any loss or damage that may be directly or indirectly occasioned by said installation.
(D) A separate and independent building sewer shall be provided for every building. However, where two buildings are in close proximity and no private sewer is available or can be constructed to the second building through an adjoining alley, court, yard, or driveway, the building sewer from the front building may be extended to the second building and the whole considered as one building sewer.
(E) Old building sewers may be used in connection with new buildings only when they are found on examination and test by the City Engineer to meet all the requirements of this chapter.
(F) The building sewer shall be cast iron soil pipe, ASTM specification or equal vitrified clay sewer pipe, ASTM specification or equal, or other suitable material as governed by the state’s Uniform Plumbing Code in effect as of the date of adoption of this chapter, and any provisions thereof which may be amendatory thereof or supplemental thereto from time to time hereafter, and as shall be approved by the City Engineer. Joints shall be tight and waterproof. Any part of the building sewer that is located within ten feet of a water service pipe shall be constructed of cast iron soil pipe with leaded joints. Cast iron pipes with leaded joints may be required by the City Engineer where the building sewer is exposed to damage by tree roots. If installed in filled or unstable ground, the building sewer shall be cast iron soil pipe, except that non-metallic material may be accepted if laid on a suitable concrete bed or cradle as approved by the City Engineer.
(G) The size and slope of the building sewers shall be subject to the approval of the City Engineer, but, in no event, shall the diameter be less than six inches for single-family or duplex residential units, and not less than six inches for all other uses. The slope of such six-inch pipe shall be not less than one-fourth inch per foot or sufficient slope to maintain a two feet per second velocity in the sewer.
(H) Whenever possible the building sewers shall be brought to the building at an elevation below the basement floor. No building sewer shall be laid parallel to or within three feet of any bearing wall which might thereby be weakened. The depth shall be sufficient to afford protection from frost. The building sewer shall be laid at a uniform grade and in straight alignment insofar as possible. Changes in direction shall be made only with properly curved pipes and fittings.
(I) In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such drains shall be lifted by approved artificial means and discharged to the building sewer.
(J) All excavations required for the installation of a building sewer shall be open trench work unless otherwise approved by the City Engineer. Pipe laying and backfill shall be performed in accordance with ASTM specifications, except that no backfill shall be placed until the work has been inspected by the City Engineer or his or her representative.
(K) All joints and connections shall be made gastight and watertight, and as governed by the state’s Uniform Plumbing Code in effect as of the date of adoption of this chapter, and any provisions thereof which may be amendatory thereof or supplemental thereto from time to time hereafter.
(1) Cast iron joints shall be firmly packed with oakum or hemp and filled with appropriate sealing material other than molten lead and be caulked tightly. No paint, varnish, or other coatings shall be permitted on the jointing material until after the joint has been tested and approved. Approved joints of prefabricated elastomeric seal rings or sleeves may also be used.
(2) All joints in vitrified clay pipe shall be made with ASTM C425 type joints. Joints between clay pipe and pipe of other materials shall be made with approved adapter fittings or prefabricated elastomeric sealing rings or sleeves.
(3) Other jointing materials and methods may be used only on approval of the City Engineer.
(4) The connection of the building sewer into the public sewer shall be made at the “Y” branch, if such branch is available at a suitable location. If the public sewer does not have a properly located “Y” branch, the owner shall, at his or her expense, install an approved tapping saddle in the public sewer at the location specified by the City Engineer. The tapping saddle shall be installed in a neatly tapped hole cut into the public sewer; said connection between the tapping saddle and public sewer shall be secured by the use of epoxy compound. The centerline of the building sewer at the tapping saddle shall be at or above the centerline of the public sewer. A smooth neat joint shall be made, and the connection made secure and watertight. Special fittings may be used for the connection only when approved by the City Engineer.
(L) The applicant for the building sewer permit shall notify the City Engineer 24 hours in advance of when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the City Engineer or his or her representative.
(M) 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 city.
(N) Any connection made contrary to the provisions of this chapter shall be removed when required by the Board.
(O) No proposed connection or inlet shall be permitted if, in the opinion of the Board and the City Engineer, such inlet and connection would overburden such sewer.
(Prior Code, § 33.04) (Ord. 1961-10, passed 3-22-1961; Ord. 1965-3, passed 1-20-1965; Ord. 1977-22, passed 11-10-1977; Ord. 1996-19, passed 9-26-1996; Ord. 2019-25, passed on 5-13-2020) Penalty, see § 51.999
(A) The city is authorized to prohibit dumping of wastes into the sanitary sewer system which, in its discretion, are deemed harmful to the operation of the wastewater treatment plant, or to require methods affecting pretreatment of said wastes to comply with the pretreatment standards included in the National Pollution Discharge Elimination System (NPDES) permit issued to the Wastewater Utility. In furtherance of this section, the Wastewater Utility Manager and/or the City Engineer is authorized to issue an order prohibiting further acceptance of effluent from any user who refuses to comply with the terms, conditions, and provisions of this chapter as well as to rescind or terminate said users permit to discharge effluent into the collection treatment or discharge sewer treatment facilities of the city.
(B) Stormwater and any other unpolluted drainage shall be discharged to such sewers as are specifically designated as combined sewers or storm sewers, or to a natural outlet approved by the City Engineer. Industrial cooling water or unpolluted process waters may be discharged on approval of the City Engineer and the state into a storm sewer or natural outlet. No roof drains, eaves, or roof runoff shall be discharged into a sanitary sewer or combined sewer.
(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 wastewater treatment plant;
(3) Any waters or wastes having a pH lower than 5.0 or higher than 9.0, or having any other corrosive property capable of causing damage or hazard to structures, equipment, and personnel of the Wastewater Utility; and
(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 Wastewater Utility 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, and other like items, either whole or ground by garbage grinders.
(D) No person shall discharge or cause to be discharged the following described substances, materials, waters, or wastes, except if it appears likely, in the opinion of the City Engineer and/or the Wastewater Utility Manager, that such wastes will not harm either the sewers, the sewage treatment process, or equipment, nor have an adverse effect on the receiving stream, nor otherwise endanger life, limb, or public property, nor constitute a nuisance. In forming his or her opinion as to the acceptability of these wastes, the City Engineer and/or the Wastewater Utility Manager 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 wastewater treatment plant, degree of treatability of wastes in the wastewater treatment plant, and other pertinent factors. Unacceptable substances include, but are not limited to, the following:
(1) Any liquid or vapor having a temperature higher than 150°F or 65°C;
(2) Any water or wastes containing fats, wax, grease, or oils, whether emulsified or not, in excess of 100 mg/l, of which not more than 25 mg/l is soluble oils, or containing substances which may solidify or become so highly viscous as to retard flow in the sanitary sewer system at temperatures between 32°F and 150°F (0°C and 65°C);
(3) Any garbage that has not been properly shredded. The installation and operation of any garbage grinder, other than in a residence, may be subject to the review and approval of the City Engineer;
(4) Any waters or wastes containing strong acid iron pickling wastes or concentrated plating solutions, whether neutralized or not;
(5) Any waters or wastes exceeding the following maximum allowable limits: 2 mg/l of zinc, 2 mg/l of total chromium, 0.1 mg/l cadmium, .5 mg/l of copper, 0.5 mg/l of cyanide, 2.0 mg/l of nickel, 1 mg/l of chromium as Cr (hexavalent), 0.002 mg/l of mercury as Hg, 0.05 mg/l of lead as Pb, 30 mg/l of chlorine demand, 15 mg/l of iron, and similar objectionable or toxic substances; or wastes exerting excessive chlorine requirements, to such degree that any such material received in the composite sewage at the wastewater treatment plant exceeds the limits established by the City Engineer for such materials;
(6) Any waters or wastes containing phenols or other taste or odor-producing substances after treatment of the limits which may be established by the City Engineer as necessary to meet the requirements of state, federal, or other public agencies of jurisdiction for such discharge to the respective waters;
(7) Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the City Engineer in compliance with applicable state or federal regulations;
(8) Any waters or wastes having a pH of less than 5.0 or in excess of 9;
(9) 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 B.O.D., chemical oxygen demand, or chlorine requirements in such quantities as to constitute a significant load on the wastewater treatment plant; and
(d) Unusual volume of flow or concentration of wastes constituting SLUGS, as defined herein.
(10) 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 wastewater treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(E) If any waters or wastes are discharged, or are proposed to be discharged, to the public sewers which contain the substances or possess the characteristics enumerated in division (D) above, and which, in the judgment of the City Engineer and/or the Wastewater Utility Manager, may have a deleterious effect on the Wastewater Utility, processes, equipment, or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance, the City Engineer and/or the Wastewater Utility Manager shall:
(1) Require new industries or industries with significant increase in discharges to submit information on wastewater characteristics and obtain prior approval for discharges;
(2) Require other methods of disposal;
(3) Require pretreatment to an acceptable condition for discharge to the public sewers;
(4) Require control over the quantities and rates of discharge;
(5) Require facilities to prevent accidental discharge of any unacceptable wastes;
(6) Require payment to cover the added cost of handling and treating the wastes not covered by sewer charges under the provisions of §§ 51.035 through 51.040 and all ordinances amendatory thereof and supplemental thereto, and any fines, penalties, or damages assessed against the city for discharge of such wastes; and
(7) To revoke in full or in part the users permit or to enter an order rejecting the user’s effluent until such time as the user’s effluent complies with the terms and provisions of this chapter.
(F) If the City Engineer and/or the Wastewater Utility Manager permits the pretreatment or equalization of waste flows, the design and installation of the plans and equipment shall be subject to the review and approval of the City Engineer and/or the Wastewater Utility Manager, and subject to the requirements of all applicable codes, ordinances, and laws.
(G) Any industrial wastes discharged into the public sewers shall be subject to periodic inspection and determination of volume, character, and concentration. The examination shall be made as often as the City Engineer and/or the Wastewater Utility Manager deems it necessary, and may include the use of suitable continuously monitoring instruments in appropriate cases. Samples shall be collected either manually or by approved mechanical devices and in such a manner as to be representative of the overall composition of the wastes. Every care shall be exercised in collecting the samples to ensure their preservation, until analyzed, in a state comparable to that at the time the samples were collected. All costs associated with the collection and testing of samples shall be paid by the user and, if within 30 days of being notified of the costs of the collection and testing, the user fails to pay the charge, the same shall be added to the user’s sewer utility statement.
(H) The installation, operation, and maintenance of the flow measuring and sampling facilities shall be the responsibility of the person discharging the wastes, and shall be subject to the approval of the City Engineer.
(I) The City Engineer, Inspector, and other duly authorized city employees, state water pollution control employees, and U.S. Environmental Protection Agency employees bearing proper credentials and identification shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling, and testing in accordance with the provisions of this chapter. The City Engineer or his or her representatives, the state water pollution control employees, and USEPA employees shall have no authority to inquire into any processes, including metallurgical, chemical, oil, refining, ceramic, paper, or other industries beyond that point having a direct bearing on the kind and source of discharge to the sewers or waterways or facilities for waste treatment.
(J) While performing the necessary work on private properties referred to in division (I) above, the City Engineer or duly authorized employees of the city shall observe all safety rules applicable to the premises established by the company, and the company shall be held harmless for injury or death to city employees. The city shall indemnify the company against loss or damage to its property by city employees and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions as required in division (H) above.
(K) The City Engineer and other duly authorized employees of the city bearing proper credentials and identification shall be permitted to enter all private properties through which the city holds a duly negotiated easement for the purposes of, but not limited to, inspection, observation, measurement, sampling, repair, and maintenance of any portion of the Wastewater Utility lying within the easement. All entry and subsequent work, if any, on said easement shall be done in full accordance with the terms of the duly negotiated easement pertaining to the private property involved.
(L) Fats, grease, oil, and sand interceptors shall be provided when, in the opinion of the City Engineer and/or the Wastewater Utility Manager, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand, and other harmful ingredients; except that such interceptors shall not be required for single-family dwellings. All interceptors shall be of a type and capacity approved by the City Engineer, and shall be located as to be readily and easily accessible for cleaning and inspection.
(M) Fats, grease, oil, and sand interceptors shall be constructed of impervious materials capable of withstanding abrupt and extreme changes in temperature. They shall be of substantial construction, watertight, and equipped with easily removable covers which, when bolted in place, shall be gastight and watertight.
(N) Where installed, all fats, grease, oil, and sand interceptors shall be maintained by the owner, at his or her expense, in continuously efficient operation at all times.
(O) The admission into the public sewers of any waters or wastes having a five-day B.O.D greater than 204 milligrams per liter by weight; containing more than 240 milligrams per liter by weight of suspended solids; containing any quantity of substances having the characteristics described in (D) above; or having an average daily flow greater than 2% of the average daily sewage flow of the city shall be subject to the review and approval of the City Engineer. Where necessary in the opinion of the City Engineer, the owner shall provide, at his or her expense, such preliminary treatment as may be necessary to reduce the B.O.D. to 204 milligrams per liter and the suspended solids to 240 milligrams per liter by weight; reduce objectionable characteristics or constituents to within the maximum limits provided in division (D) above; or control the quantities and rates of discharge of such waters or wastes. Plans, specifications, and any other pertinent information relating to proposed preliminary treatment facilities shall be submitted for the approval of the City Engineer and of the State Stream Pollution Control Board, and no construction of such facilities shall be commenced until said approval is obtained in writing.
(P) Where preliminary treatment facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at his or her expense. In addition to any preliminary treatment facility being maintained continuously in satisfactory and effective operation by the owner, at the owner’s expense, the owner shall maintain written records regarding said maintenance, including, but not limited to, the repair, cleaning, removal, or replacement of any material or part of said facility on forms to be provided by the city, which forms shall be kept continually on the property being served and available for inspection by the City Engineer or duly authorized employees of the city.
(Q) When required by the City Engineer, the owner of any property served by a building sewer carrying industrial wastes shall install a suitable control manhole in the building sewer to facilitate the 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 City Engineer. The manhole shall be installed so as to be safe and accessible at all times.
(R) All measurements, tests, and analyses of characteristics of waters and wastes shall be determined in accordance with “Standard Methods for the Examination of Water and Sewage”, and shall be determined at the control manhole provided for in division (Q) above or on suitable samples taken at the 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.
(S) No statement contained in this section shall be construed as preventing any special agreement or arrangement between the city and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the city for treatment, subject to payment therefor by the industrial concern; provided that the payment shall not be less than the pollutant surcharges provided for in §§ 51.035 through 51.040 and all ordinances amendatory thereof and supplemental thereto.
(Prior Code, § 33.05) (Ord. 1965-3, passed 1-20-1965; Ord. 1977-20, passed 11-10-1977; Ord. 1977-22, passed 11-10-1977; Ord. 1996-19, passed 9-26-1996; Ord. 2019-25, passed on 5-13-2020) Penalty, see § 51.999
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