ARTICLE 4. SEWERS
15-401 Definitions.
Unless the context clearly indicates otherwise, the meaning of words and terms as used in this article shall be as follows:
(Code 2005)
15-402 Sewer connection required.
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 100 feet of the property line.
(Code 2005)
15-403 Permit; connection fee.
(Code 2005; Ord. 2019-003)
15-404 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 2005)
15-405 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 2005)
15-406 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 utility superintendent and at a location designated by the superintendent.
(Code 2005)
15-407 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. 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 2005; Code 2016)
15-408 Same; specifications.
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. There must be a separation of 10 feet between a potable water line and a sewer line. If the clearance is less than 10 feet a 6-inch concrete encasement of the sewer main is required for a distance of ten feet on each side of the crossing. Water and sewer lines must be the minimum of ten feet apart; they are not to be laid in the same trench. Both of the requirements ten feet horizontal and two feet vertical are the same for pressure sewer force. When a potable water line crosses a sewer line, the requirement is to provide two feet or more of clearance. If the water and sewer lines cross and the vertical separation is less than two feet, a 6-inch concrete encasement of the sewer main is required for a distance of ten feet on each side of the crossing. The distance for water mains and sanitary sewer manholes is also ten feet of separation. These distances and more detail can be found in KDHE’s Minimum Design Standards For Public Water Systems. 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.
(Code 2005; Code 2016)
15-409 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 2005)
15-410 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 2005)
15-411 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 2005)
15-412 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 2005)
15-413 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 2005)
15-414 Same.
All joints in the building sewers shall be made watertight. If recommended by the city inspector, a 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 type 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.
Joints between 2 different types of pipe need to be encased in 6 inches of cement for 6 feet.
(Code 2005; Code 2016)
15-415 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 2005)
15-416 Failure to connect.
(Code 2005)
15-417 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 2005)
15-418 Private sewer system.
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 15-417 to 15-422.
(Code 2005)
15-419 Same; permit.
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 shall be paid to the city at the time the application is filed.
(Code 2005)
15-420 Same; inspection.
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 48 hours of the receipt of notice by the superintendent.
(Code 2005)
15-421 Same; discharge.
(Code 2005)
15-422 Same; additional requirements.
(Code 2005; Code 2016)
15-423 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 2005)
15-424 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 2005)
15-425 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 2005)
15-426 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 and regulations of the city.
(Code 2005)
15-427 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 utility superintendent, to meet all requirements of this article.
(Code 2005)
15-428 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 2005)
15-429 Roof, foundation drains.
(Code 2005)
15-430 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 2005)
15-431 Prohibited discharges.
No person shall discharge any of the following waters or wastes to any public sewer:
The cost to repair and clean out sewer will be the responsibility of the guilty person/business. Penalty for violating this section shall be: first offense - $100, second offense - $500, third offense - $1000, plus court costs for all offenses.
(Code 2005; Code 2016)
15-432 Bills.
(Code 2005; Code 2016)
15-433 Delinquent accounts; lien against property.
(Code 2005; Code 2016)
15-434 Rates for sewer service; inside of city.
Charges for water use from the City of Nortonville to the consumer on a monthly rate shall be as follows for residents within the city limits of Nortonville:
(Ord. 2010-15-228; Code 2016; Ord. 2017-002; Ord. 2019-003; Ord. 2023-004; Ord. 2024-06; Ord. 2026-01)
15-435 Rates for sewer service; outside of city.
Charges for water use from the City of Nortonville to the consumer on a monthly rate shall be as follows for residents outside the city limits of Nortonville:
(Ord. 2010-15-228; Code 2016; Ord. 2017-002; Ord. 2019-003; Ord. 2023-004; Ord. 2024-06; Ord. 2026-01)