Unless the context clearly indicates otherwise, the meaning of words and terms as used in this article shall be as follows:

(a)   Building Drain shall mean 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 outside the innerface of the building wall.

(b)   Building Sewer shall mean the extension from the building drain to the public sewer or other place of disposal.

(c)   B.O.D. (denoting Biochemical Oxygen Demand) shall mean the quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five days at 20 degrees centigrade, expressed in parts per million by weight.

(d)   pH shall mean the logarithm of the reciprocal of the weight of hydrogen ions in grams per liter of solution.

(e)   Individual Domestic means any single family residence, commercial business, office, institution, school, church or public entity having an individual direct or indirect connection to the wastewater facilities of the city and on individual city or private water service meter, or connection to any such water service.

(f)   Industrial means any industrial business engaged in the manufacturing or processing of one or more products, and in which wastewaters are produced from such manufacturing or processing and said wastewaters are discharged directly or indirectly to the wastewater facilities of the city.

(g)   Multi-domestic means any multi-family residence, apartment or mobile home and any commercial business, office, institution, school, church or public entity having a direct or indirect connection to the wastewater facilities of the city and not having an individual water service meter but is served with city or private metered water by the owner of the property on which it is located.

(h)   Superintendent shall mean the superintendent of the city or his or her authorized deputy, agent or representative.

(i)    Sewage shall mean a combination of the water-carried wastes from residences, business buildings, institutions and industrial establishments, together with such ground, surface, and storm waters as may be present.

(j)    Sewer shall mean a pipe or conduit for carrying sewage.

(k)   Public Sewer shall mean a sewer in which all owners of abutting properties have equal rights, and is controlled by public authority.

(l)    Combined Sewers shall mean sewers receiving both surface runoff and sewage, are not permitted.

(m)  Sanitary Sewer shall mean a sewer which carries sewage and to which storm, surface, and ground waters are not intentionally admitted.

(n)   Storm Sewer or Storm Drain shall mean a sewer which carries storm and surface waters and drainage, but excludes sewage and polluted industrial wastes.

(o)   Sewage Treatment Plant shall mean any arrangement of devices and structures used for treating sewage.

(p)   Suspended Solids shall mean solids that either float on the surface of, or are in suspension in water, sewage, or other liquids, and which are removable by laboratory filtering.

(q)   User means any person as defined in section 1-102, including an institution, governmental agency or political subdivision producing wastewater requiring processing and treatment to remove pollutants and having premises connected to the wastewater facilities.

(r)    Wastewater means sewage, the combination of liquids and water carried wastes from residences, commercial and industrial buildings, institutions, governmental agencies, together with any ground, surface or storm water that may be present.

(s)   Normal wastewater. The strength of normal wastewater shall be considered within the following ranges:

(1)   A five day biochemical oxygen demand of 300 milligrams per liter or less;

(2)   A suspended solid concentration of 350 milligrams or less;

(3)   Hydrogen ion concentration of 5.0 to 9.0.

(Ord. 441, Sec. 1; Ord 450, Sec. 2; Code 1997)

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 sewer of the city, is hereby 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 article, within 90 days after date of official notice to do so, provided that said public sewer is within 140 feet of the property line.

(Ord. 441, Sec. 2; Code 1997)

(a)   No person shall uncover, make any connections with or opening into, use, alter, or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the city.

(b)   There shall be two classes of building sewer permits:

(1)   Residential and commercial services; and

(2)   Establishments producing industrial wastes.

(c)   There shall be charged a fee of $75 for a residential or commercial building sewer permit and $150 for an industrial building sewer permit, payable at the time of making application for the permit.

(Ord. 441, Sec. 4; Code 1997)

Any person desiring to make a connection to the city sewer system shall apply in writing to the city clerk who shall forward the application to the utility superintendent. The application shall contain:

(a)   The legal description of the property to be connected;

(b)   The name and address of the owner or owners of the property;

(c)   The kind of property to be connected (residential, commercial or industrial);

(d)   The point of proposed connection to the city sewer line.

(Code 1997)

All costs and expense incident to the installation and connection of the building sewer shall be paid by the owner. The owner shall indemnify the city from any loss or damage that may directly or indirectly be occasioned by the installation of the building sewer.

(Ord. 441, Sec. 4; Code 1997)

(a)   The connection of the building sewer into the public sewer shall be made gastight and watertight and shall be made at the “Y” branch if such branch is available at a suitable location. Where no properly located “Y” branch is available, the connection shall be made in the manner approved by the utility superintendent and at a location designated by the superintendent.

(b)   New Connections -All new sewer connections must have a check valve installed.

(c)   All sewer line repairs made on private lines from after the date of this code must have a check valve installed at the property owners expense.

(Ord. 441, Sec. 4; Code 1997)

A separate and independent building sewer shall be provided for every building except where one building stands at the rear of another on an interior lot and no private sewer is available or can be feasibly constructed to the rear building. In such case, the building sewer from the front building may be extended to the rear building and the whole considered as one building sewer.

(Ord. 441, Sec. 4; Code 1997)

The building sewer shall be constructed of cast iron pipe, ASTM specifications A74-42, or approved equal; vitrified clay sewer pipe, ASTM specifications C13-44T, or approved equal; or an approved plastic pipe. Any plastic pipe to be installed on any building sewer shall not be approved by the city until the owner has furnished descriptive literature and typical sample section of the plastic pipe proposed for installation, to the city for inspection and review. All joints on all pipe installed shall be tight and waterproof. Any part of the building sewer that is located within 10 feet of a water service pipe or city water main shall be constructed of approved cast iron soil pipe with approved joints. No building sewer shall be installed within three feet of existing gas lines. If installed in filled or unstable ground, the building sewer shall be constructed of 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.

(Ord. 441, Sec. 4; Code 1997)

The size and slope of the building sewer to be installed shall be subject to the approval of the city inspector, but in no event shall the diameter of the pipe be less than four inches. The slope at which a six inch pipe is to be laid shall be not less than 1/8 inch per foot and for four inch pipe, not less than 1/4 inch per foot. Any grades for the pipe, which are proposed for installation at grades less than these specified, shall be approved by the city inspector prior to placement.

(Ord. 441, Sec. 4; Code 1997)

Whenever possible the building sewer 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 approved curved pipe and fittings, including cleanout fittings.

(Ord. 441, Sec. 4; Code 1997)

At buildings in which the building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such drain shall be lifted by approved artificial means and discharged to the building sewer. The use of any pumping equipment for which cross-connections with a public water supply system are needed, is prohibited. The total costs of pumping equipment and pumping equipment operational costs shall be those of the owner.

(Ord. 441, Sec. 4; Code 1997)

No building sewer shall be laid across a cesspool, septic tank or vault until the cesspool, septic tank or vault has been well cleaned and filled with an approved earth or sand fill, then thoroughly tamped and water settled. Cast iron pipe may be used across cesspools or septic tanks, if proper bedding and support for the sewer pipe is acquired.

(Code 1997)

All excavation required for the installation of the building sewer shall be open trench work unless otherwise approved by the city. Pipe laying and backfill shall be performed in accordance with ASTM specifications C12-19, except that no backfill shall be placed until the work has been inspected and approved.

(Code 1997)

All joints in the building sewers shall be made watertight. If recommended by the city inspector, a water pressure test shall be made on the completed sewer to insure a compliance with this requirement, requiring that the building sewer withstand an internal water pressure of 5 psi., without leakage.

Cast iron pipe with lead joints shall be firmly packed with oakum or hemp and filled with molten lead, Federal Specifications QQ-L-156, not less than one inch deep. Lead shall be run in one pour and caulked and packed tight. No paint, varnish or other coatings shall be permitted on the jointing material until after the joint has been tested and approved.

All joints in vitrified clay pipe shall be the polyurethane-compression type joints, approved by the city inspector.

Joints for all plastic pipe used in building sewers shall be the slip type joints or solvent weld type, approved by the city.

Joints between any two different types of pipes shall be made with lead, asphaltic jointing materials or concrete, as approved by the city. All joints shall be watertight and constructed to insure minimum root penetration and to the satisfaction of the city.

(Code 1997)

All excavations for buildings sewers shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, curb and gutters, sidewalks, parkways and other public property removed or damaged during the installation of the building sewer, shall be repaired or replaced in a manner acceptable to the city and at the total expense of the owner. It is further agreed that any parties involved in any excavating or installation work for sewer installations as above set out, will hold the city harmless from any and all damages to persons or property resulting from or growing out of any opening or excavation or any negligent act or from any operation made within the city.

(Ord. 441, Sec. 4; Code 1997)

(a)   If any person as defined in section 1-102 shall fail to connect any dwelling or building with the sewer system after being noticed, the city may cause such buildings to be connected with the sewer system as authorized by K.S.A. 12-631.

(b)   The cost and expense, including inspection fees, shall be assessed against the property. Until such assessments shall have been collected and paid to the city, the cost of making such connection may be paid from the general fund or through the issuance of no fund warrants.

(Code 1997)

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 except as provided in this article.

(Ord. 441, Sec. 2; Code 1997)

(a)   Where a public sanitary sewer is not available under the provisions of section 15-402 the building sewer shall be connected to a private sewage disposal system complying with the provisions of sections 15-411 to 15-416.

(b)   The owner shall operate and maintain the private sewage disposal facilities in a sanitary manner at all times at no expense to the city.

(Ord. 441, Sec. 3; Code 1997)

Before commencing construction of a private sewage disposal system, the owner shall first obtain a written permit signed by the utility superintendent. The application shall be accompanied by any plans, specifications or other information deemed necessary by the utility superintendent. A permit and inspection fee of $75 shall be paid to the city at the time the application is filed.

(Ord. 441, Sec. 3; Code 1997)

The utility superintendent or his or her authorized representative shall be allowed to inspect the work at any stage of construction and the applicant shall notify the superintendent when the work is ready for final inspection or before any underground portions are covered. The inspection shall be made within 24 hours of the receipt of notice by the superintendent. Connection to the public sewer shall be made under the supervision of the superintendent of his or her representative.

(Ord. 441, Secs. 3:4; Code 1997)

(a)   The type, capacities, location, and layout of the private sewage disposal system shall comply with all recommendations and requirements of the Water Pollution Control Section of the Kansas State Department of Health. No permit shall be issued for any private sewage disposal system employing subsurface soil absorption facilities where the area of the lot is less than one acre. No septic tank or cesspool shall be permitted to discharge to any public sewer or natural outlet.

(b)   At such time as a public sewer becomes available to a property served by a private sewage disposal system, as provided in section 15-402, a direct connection shall be made to the public sewer in compliance with this article within 60 days, and any septic tank, cesspool, and similar private sewage disposal facilities shall be cleaned of sludge, abandoned, and filled with clean bankrun gravel or dirt.

(Ord. 441, Sec. 3; Code 1997)

No statement contained in this article shall be construed to interfere with any additional requirements that may be imposed by the city or county health officer.

(Ord. 441, Sec. 3; Code 1997)

It shall be unlawful for any person to deposit or discharge from any source whatsoever any sewage or human excrement upon any public or private grounds within the city, or to permit the contents of any privy, vault or septic tank to be deposited or discharged upon the surface of any grounds. Any unauthorized or unapproved privy vault, septic tank or other means or places for the disposal of sewage, excrement and polluted water may be abated as a public nuisance upon the order of the city or county board of health in accordance with the laws of Kansas.

(K.S.A 12-1617e; 12-1617g; Ord. 441, Sec. 2; Code 1997)

It shall be unlawful for any unauthorized person to maliciously, willfully, or negligently break, damage, destroy, uncover, deface or tamper with any sewer, structure, appurtenance, or equipment which is part of the municipal sewer system.

(Ord. 441, Sec. 6; Code 1997)

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 wastes or other polluted waters except where suitable treatment has been provided in accordance with the provisions of this article.

(Ord. 441, Sec. 2; Code 1997)

The size, slope, alignment, materials, excavation, placing of pipe, jointing, testing and backfilling shall all conform to the requirements of the building and plumbing codes or other applicable rules and regulations of the city.

(Ord. 441, Sec. 4; Code 1997)

Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the utility superintendent, to meet all requirements of this article.

(Ord. 441, Sec. 4; Code 1997)

All garages, filling stations, milk plants or other commercial or industrial plants connected to the public sewer shall construct and maintain proper and sufficient interceptors or traps to prevent the discharge of any sand, mud, sediment, litter, waste or any substance harmful to the effective operation and maintenance of the city sewer system, into the building sewer. All interceptors shall be of a type and capacity approved by the superintendent, and shall be located as to be readily and easily accessible for cleaning and inspection.

(Ord. 441, Sec. 5; Code 1997)

(a)   It shall be unlawful to connect downspouts from any roof area, drains from any building foundation, paved areas, yards or open courts, or to discharge liquid wastes from any air conditioning unit or cooling device having a capacity in excess of one ton per hour or one horsepower, unpolluted industrial process waters, or stormwater into any city sanitary sewer.

(b)   All discharges prohibited in subsection (a) may be discharged into the public gutter or storm drains or open drainage ditches provided such discharge does not create a nuisance. No such liquids may be discharged into any unpaved street or alley.

(Ord. 441, Secs. 4:5; Ord. 470, Sec. 11; Code 1997)

Discharges from air conditioning units in excess of one ton per hour or one horsepower may be permitted into a building sewer upon approval of the utility superintendent where there is a finding that such cooling water cannot be recirculated and that such waste water does not overload the capacity of the sewer or interfere with the effective operation of the sewage disposal works of the city.

(Code 1997)

No person shall discharge any of the following waters or wastes to any public sewer:

(a)   Liquid or vapor having a temperature higher than 150 degrees Fahrenheit;

(b)   Water or waste which may contain more than 100 parts per million, by weight, of fat, oil or grease;

(c)   Gasoline, benzene, naphtha, fuel oil, or other flammable or explosive liquid, solid or gas;

(d)   Garbage that has not been properly shredded;

(e)   Ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, paunch manure, or any other solid or viscous substance capable of causing obstruction to the flow in sewers or other interference with the proper operation of the sewage works;

(f)   Waters or wastes having a pH lower than 5.5 or higher than 9.0 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works;

(g)   Waters or wastes containing a toxic poisonous substance in sufficient quantity to injure or interfere with any sewage treatment process, constitute a hazard to humans or animals, or create any hazard in the receiving waters of the sewage treatment plant, including but not limited to cyanides in excess of two mg/1 as CN in the wastes as discharged to the public sewer;

(h)   Water or wastes containing suspended solids of such character and quantity that unusual attention or expense is required to handle such materials at the sewage treatment plant;

(i)    Noxious or malodorous gas or substance capable of creating a public nuisance.

(Ord. 441, Sec. 5; Code 1997)

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 superintendent 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, public property, or constitute a nuisance. In forming his or her opinion as to the acceptability of these wastes, the superintendent 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 other pertinent factors. The substances prohibited are:

(a)   Any waters or wastes containing strong acid iron pickling wastes, or concentrated plating solutions whether neutralized or not.

(b)   Any waters or wastes containing iron, chromium, copper, zinc, any 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 superintendent for such materials.

(c)   Any waters or wastes containing phenols or other taste-or odor-producing substances, in such concentrations exceeding limits which may be established by the superintendent as necessary, after treatment of the composite sewage, to meet the requirements of state, federal or other public agencies of jurisdiction for such discharge to the receiving waters.

(d)   Any radioactive wastes or isotopes of such half-life or concentrations as may exceed limits established by the superintendent in compliance with applicable state or federal regulations.

(e)   Materials which exert or cause:

(1)   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 or sodium sulfate).

(2)   Excessive discoloration (such as, but not limited to, dye wastes and vegetable tanning solutions).

(3)   Unusual BOD, chemical oxygen demand, or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works.

(4)   Unusual volume of flow or concentration of wastes constituting “slugs” as defined herein.

(f)   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 other agencies having jurisdiction over discharge to the receiving waters.

(g)   Any waters or wastes having (1) a five-day BOD greater than 300 parts per million by weight, or (2) containing more than 350 parts per million by weight of suspended solids, or (3) having an average daily flow greater than two percent of the average sewage flow of the city, shall be subject to the review of the superintendent. Where necessary in the opiniot1 of the superintendent, the owner shall provide, at his or her expense, such preliminary treatment as may be necessary to (1) reduce the biochemical oxygen demand to 300 parts per million by weight, or (2) reduce the suspended solids to 350 parts per million by weight, or (3) 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 superintendent and no construction of such facilities shall be commenced until the approval are obtained in writing.

(Ord. 441, Sec. 5)

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 section 15-425A and which in the judgment of the superintendent may have a deleterious effect upon the sewage works, processes, equipment, or receiving waters which otherwise create a hazard to life to constitute a public nuisance, the superintendent 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 cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of section 15-432.

If the superintendent permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the superintendent, and subject to the requirements of all applicable codes, ordinances, and laws.

(Ord. 441, Sec. 5)

(a)   Bills shall be rendered monthly as provided in section 15-222 and shall be collected as a combined utility bill.

(b)   Any person at the time of beginning or terminating service who receives service for a period of less than 17 consecutive days shall be billed at no less than one-half of the regular minimum monthly rate. For service of 17 consecutive days or more the charge shall be not less than full regular minimum monthly rate.

(Ord. 450, Sec. 5; Code 1987)

(a)   In the event any person, except the United States and the state of Kansas or any political subdivision thereof, shall to pay the user charges when due, water service shall be terminated as provided in sections 15-102:104.

(b)   In lieu of terminating water service, me governing body may elect to assess such delinquent charges as a lien upon the real estate serviced as provided in section 15-106, and that city clerk shall certify such delinquent charges to the county clerk to be placed in the tax roll and collected in like manner as other taxes are collected.

(Code 1956, 10-204; Code 1991)

The monthly charge for sewer service shall be as follows:

(a)   Class I: Residential Users: Single Family Contributors - $12.00 per month for operation and maintenance.

(b)   Class II: Light Commercial/Institutional Users: Nonresidential users which contribute between 1,000 and 7,000 gpd of less than or equal to normal domestic strength wastewater - $13.70 per month for operation and maintenance.

(c)   Class III: Heavy Commercial Users: Nonresidential users which contribute more than 7,000 gpd of less than or equal to normal domestic strength wastewater - $18.50 per month for operation and maintenance.

(d)   Class IV: Heavy Institutional Users (Schools/Camp)-$163.50 per month for operation and maintenance.

Any user which discharges any toxic pollutants which cause an increase in the cost of managing the effluent or the sludge from the city’s treatment works, or any user which discharges any substance which singly or by interaction with other substances causes identifiable increases in the cost of operation, maintenance or replacement of the treatment works, shall pay for such increased costs. The charge to each such user will be as determined by the responsible plant operating personnel and approved by the city council. The user charge rates established in this section apply to all users, regardless of their location, of the city’s treatment works.

(Ord. 450, Sec. 4; Ord. 520; Ord. 536; Code 2017; Ord. 572)

Where preliminary treatment or flow-equalizing 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.

(Ord. 441, Sec. 5)

When required by the superintendent, 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 accessible and safely located, and shall be constructed in accordance with plans approved by the superintendent. The manhole shall be installed by the owner at his or her expense, and shall be maintained by him or her so as to be safe and accessible at all times.

(Ord. 441, Sec. 5)

All measurements, tests and analyses of the characteristics of waters and wastes ow on which reference is made in this article 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. If no special manhole has been required, the control manhole shall 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 24 hour composite to all outfalls of a premises is appropriate of whether a grab sample or samples should be taken. Normally, but not always, BOO and suspended solids analyses are obtained from 24-hour composites of all outfalls whereas pH’s are determined from periodic grab samples).

(Ord. 441, Sec. 5)

No statement contained in this article shall be construed as preventing any special agreement or arrangement between the city and any industrial concern whereby an industrial waste of unusual strength of character may be accepted by the city for treatment, subject to payment thereto, by the industrial concern.

(Ord. 441, Sec. 5)

(a)   The superintendent and other duly authorized employees of the city 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 article. The superintendent or his or her representatives, 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.

(b)   While performing the necessary work on private properties reference in subsection (a) above, the superintendent 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 the city employees and 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 the negligence or failure of the company to maintain safe conditions as required in section 15-430.

(c)   The superintendent 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 purpose, but not limited to, inspection, observation, measurement, sampling, repair, and maintenance of any portion of the sewage works lying within the easement. All entry and subsequent work, if any, on the easement, shall be done in full accordance with the terms of the duly negotiated easements pertaining to the private property involved.

(Ord. 441, Sec. 7)

(a)   Any person found to be violating any provision of this article except section 15-418 shall be served by the city 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.

(b)   Any person who shall continue any violation beyond the time limit provided for in subsection (a) shall be guilty of a code violation, and on conviction thereof shall be fined in the amount not exceeding $100 for each violation. Each 24- hour period in which any such violation shall continue shall be deemed a separate offense.

(c)   Any person violating any of the provisions for this article shall become liable to the city for any expense, loss, or damage occasioned the city by reason for such violation.

(Ord. 441, Sec. 8)

(a)   The user charge system shall generate adequate annual revenues to pay costs of annual operation and maintenance including replacement and costs associated with debt retirement of bonded capital associated with financing the treatment works which the city may by ordinance designate to be paid by the user charge system.

(b)   That portion for the total user charge collected which is designated for operation and maintenance including replacement purposes, as established in section 15-428, shall be deposited in a separate non-lapsing fund known as the Operation, Maintenance and Replacement fund and will be kept in two primary accounts as follows:

(1)   An account designated for the specific purpose of defraying depreciation on maintenance costs (excluding replacement) for the treatment works (Operation and Maintenance Account).

(2)   An account designated for the specific purpose of ensuring replacement needs over the useful life of the treatment works (Replacement Account). Deposits in the replacement account shall be made at least annually from the operation, maintenance and replacement revenue in the amount for $500 annually

(c)   Fiscal year-end balances in the operation and maintenance account and the placement account shall be carried over to the same accounts in the subsequent fiscal year, and shall be used for no other purpose than those designated for these accounts. In the event the governing body, for carefully considering all aspects, determines funds in the account are accumulating in excessive amounts, they shall take necessary action to adjust the user charge fees to a more realistic rate commensurate with projected funding needs or requirements. Moneys which have been transferred from other sources to meet temporary shortages in the operation, maintenance and replacement fund shall be returned to their respective accounts upon appropriate adjustment of the user charge rates for operation, maintenance and replacement. The user charge rates shall be adjusted such that the transferred moneys will be returned to their respective accounts within the fiscal year following the fiscal year in which the moneys were borrowed.

(Ord. 450, Sec. 3)

The city will review the user charge system every two years and revise user charge rates as necessary to ensure that the system generate adequate revenues to pay the costs of operation and maintenance including replacement and that the system continues to adequate revenues to pay the costs of operation and maintenance including replacement and that the system continues to provide for the proportional distribution of operation and maintenance including replacement costs among users and user classes.

(Ord. 450, Sec. 6)

The invalidity of any section, clause, sentence or provision of this article shall not affect the validity of any other part of this article that can be given effect without such invalid part or parts.

(Ord. 441, Sec. 9)