Article 3. Sewers
15-301 Definitions.
Unless the context clearly indicates otherwise, the meaning of words and terms as used in this article shall be as follows:
(Code 1991)
15-302 Sewer connection required.
The owner of all houses, buildings, or properties used for human occupancy, employment, recreation, or other purposes, situated within the city and abutting any street, alley, or right-of-way in which there is 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 to the public sewer in accordance with the provisions of this article, within 90 days of official notice to do so, providing that said public sewer is within 140 feet of the property line.
(Code 1991)
15-303 Permit; connection fee.
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. There shall be charged a fee as set forth in the city’s fee ordinance for such permit at the time of making application in the amount of $2,000.
(Code 1991; Ord. 2000-6, Sec. 2; Code 2010; Ord. 2023-07)
15-304 Connection permit; application.
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:
(Code 1991)
15-305 Costs.
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.
(Code 1991)
15-306 Sewer connection.
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. Where no properly located “Y” branch is available, the connection shall be made in the manner approved by the maintenance superintendent and at a location designated by the superintendent.
(Code 1991)
15-307 Sewer for each building.
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.
(Code 1991)
15-308(1). Same; specifications.
The building sewer shall be constructed of ductile iron pipe, or approved equal; or an approved PVC pipe, as described in the City of Benton Design Standards and Standard Construction Specifications for sanitary sewer projects. Any PVC 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 ductile 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 ductile 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.
(Code 2010)
15-308(2). Same.
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.
(Code 1991)
15-308(3). Same.
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.
(Code 1991)
15-308(4). Same.
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.
(Code 1991)
15-308(5). Same.
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 1991)
15-308(6). Same.
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 1991)
15-308(7). Same.
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.
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 2010)
15-309 Sewer excavations; damages.
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.
(Code 1991)
15-310 Failure to connect.
(Code 1991)
15-311 Privy unlawful.
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.
(Code 1991)
15-312 Private sewer system.
Where a public sanitary sewer is not available under the provisions of section 15-302 the building sewer shall be connected to a private sewage disposal system complying with the provisions of sections 15-311 to 15-316.
(Code 1991)
15-313 Same; permit.
Before commencing construction of a private sewage disposal system, the owner shall first obtain a written permit signed by the building inspector and the maintenance superintendent. The application shall be accompanied by any plans, specifications or other information deemed necessary by the building inspector and maintenance superintendent. A permit and inspection fee pursuant to the building code shall be paid to the city at the time the application is filed.
(Code 1991)
15-314 Same; inspection.
The maintenance 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 48 hours of the receipt of notice by the superintendent.
(Code 1991)
15-315 Same; discharge.
(Code 1991)
15-316 Same; additional requirements.
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.
(Code 1991)
15-317 Disposal of sewage.
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; Code 1991)
15-318 Damage to sewers.
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.
(Code 1991)
15-319 Natural outlet.
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.
(Code 1991)
15-320 Standards.
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, regulations and standards of the city.
(Code 1991)
15-321 Old building sewers.
Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the maintenance superintendent, to meet all requirements of this article.
(Code 1991)
15-322 Mud, grease traps.
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.
(Code 1991)
15-323 Roof, foundation drains.
(Code 1991)
15-324 Same; exception.
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 1991)
15-325 Prohibited discharges.
No person shall discharge any of the following waters or wastes to any public sewer:
(Code 1991)
15-326 Bills.
(Code 1991)
15-327 Delinquent accounts; lien against property.
(Code 1991; Ord. 2023-07)
15-328 Sewer service basis of charges.
There is levied on such sewerage system user having any sewer connection with the sewerage system of the city or otherwise discharging sewage, industrial waste, or other liquids, either directly or indirectly into the city’s sewerage system which ultimately enters the sewerage system, a sewerage charge. Subject to the exceptions provided in this chapter, such charges shall be based upon the quantity of water used in or on the premises as the same is measured by a water or sewer meter or meters. All meters must by acceptable to the City Superintendent. Additional charges for extra strength sewage will be levied where applicable.
The monthly sewage volume charges for residential, educational, religious, public and charitable classifications shall be based on the actual metered water consumption in the months of December, January, February and March. For the months of April through November sewage volume charges shall be based on the average metered water consumption for the months of December through March or the actual metered water consumption for the billing period, whichever is less. Provided, however, that in no case shall the billed consumption in the month of April through November be less than the actual metered water consumption or one thousand gallons, whichever is less.
For residential, educational, religious, public and charitable institution customers establishing a new service for which no metered consumption history exists, the monthly sewage volume for such account is established in accordance with the preceding paragraph.
All such charges as delineated above shall be made in accordance with the schedule of rates set out in Section 15-329 of this chapter.
(Code 1991; Ord. 2000-6, Sec. 3)
15-329 Sewer rates and charges.
Sewer rates and charges shall be as set forth in the city’s fee resolution.
(Ord. 246; Code 1991; Ord. 2000-6, Sec. 4; Code 2010)