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Earlier editions: 2026-07

Title 15 — Waters and Sewers

King City Municipal Code Ch. 15.13 Sewers—use

King City Municipal Code · 2026-10 edition · updated 2026-10-04 · King City

Cite as: King City Municipal Code Chapter 15.13 · Text as of 2026-10-04

§ 15.13.010. Waste disposal.

It is unlawful for any person to place, deposit, or permit to be deposited upon public or private property within the city, or in any area under the jurisdiction of the city, any human or animal excrement, garbage or other objectionable waste.

(Ord. 320 § 4.01, 1970; Ord. 772 § 5, 2019)

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§ 15.13.020. Waste treatment.

It is unlawful to discharge to any sewage, industrial wastes, or other polluted waters, except where suitable treatment has been provided in accordance with provisions of Chapters 15.04 through 15.28.

(Ord. 320 § 4.02, 1970; Ord. 772 § 5, 2019)

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§ 15.13.030. Unlawful disposal.

Except as provided in Chapters 15.04 through 15.28, it is unlawful to construct or maintain any privy, privy vault, septic tank, cesspool, seepage pit or other facility intended or used for the disposal of sewage.

(Ord. 320 § 4.03, 1970; Ord. 772 § 5, 2019)

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§ 15.13.040. Occupancy prohibited.

No building, industrial facility or other structure shall be occupied until the owner of the premises has complied with all rules and regulations of the city.

(Ord. 320 § 4.04, 1970; Ord. 772 § 5, 2019)

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§ 15.13.050. Sewer required.

The owner of any house, building or structure occupied by humans, situated within the city and abutting on any street in which there is or shall have then been located a public sewer of the city, is required at the owner’s expense to connect said building directly with the public sewer of the city, in accordance with the provisions of Chapters 15.04 through 15.28, within ninety days after the date of official notice to do so, provided that said public sewer is within two hundred feet of the nearest point of building.

Commercial and public buildings or institutions shall be required to connect to the sewerage system upon notice as in Chapters 15.04 through 15.28 provided, industrial plants shall be required to connect as provided in Chapters 15.36 through 15.44.

(Ord. 320 § 4.05, 1970; Ord. 772 § 5, 2019)

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§ 15.13.060. Sanitary sewers—Drainage.

No leaders from roofs and no surface drains for rain water shall be connected to any sanitary sewer. No surface or storm water, seepage, cooling water or unpolluted industrial process waters shall be permitted to enter any sanitary sewer by any device or method whatsoever.

(Ord. 320 § 5.01, 1970; Ord. 772 § 5, 2019)

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§ 15.13.070. Storm sewer use.

Storm water and all 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 council. Industrial cooling water or unpolluted process waters may be discharged, upon approval of the city council, to a storm sewer, combined sewer or natural outlet.

(Ord. 320 § 5.02, 1970; Ord. 772 § 5, 2019)

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§ 15.13.080. Prohibited discharge standards.

(a) General Prohibitions: Interference and Pass Through. Any pollutant or wastewater which causes pass through or interference is prohibited. These general prohibitions apply to all users of the POTW whether or not they are subject to categorical pretreatment standards or any other national, state, or local pretreatment standards or requirements.

(b) Specific Prohibitions. No user shall introduce or cause to be introduced into the POTW the following pollutants, substances, or wastewater:

(1) Any pollutants which create a fire or explosive hazard in the POTW, including, but not limited to, gasoline, benzene, naphtha fuel oil, or other flammable or explosive liquid, solid or gas or waste streams with a closed cup flashpoint of less than one hundred forty degrees F (sixty degrees C) using the test methods specified in 40 C.F.R. 261.21;

(2) Any 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 or personnel of the POTW or sewerage works;

(3) Any garbage that has not been shredded to such a degree that all particles will be carried freely under the flow conditions normally prevailing in public sewers, with no particle greater than one-half inch in any dimension;

(4) Any ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers, tar, plastics, wood, paunch manure or any other solid or viscous substance in amounts capable of causing obstruction of the flow in the collection system or in the POTW resulting in Interference with the proper operation of the sewerage works;

(5) Pollutants, including oxygen demanding pollutants (B.O.D., etc.), released in a discharge at a flow rate and/or pollutant concentration which, either singly or by interaction with other pollutants, will cause interference with the POTW;

(6) Heat in amounts which will inhibit biological activity in the POTW resulting in interference, but in no case heat in such quantities which causes the temperature at the introduction into the treatment plant to exceed one hundred four degrees F (forty degrees C);

(7) Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin, in amounts that will cause interference or pass through;

(8) Any waters or wastes containing a toxic or poisonous substance in sufficient quantity to injure or interfere with any sewage treatment process, constituting a hazard to humans or animals, or creating any hazard in the receiving waters of the sewage treatment plant;

(9) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that may cause acute worker health and safety problems;

(10) Any septic tank sludge or trucked or hauled pollutants, except as authorized by the city manager;

(11) Any noxious or malodorous liquids, gases, solids, or other wastewater which, either singly or by interaction with other wastes, are capable of creating a public nuisance or a hazard to life, or may prevent entry into the sewers for maintenance or repair;

(12) Any water or waste which may contain more than one hundred parts per million (ppm), by weight, of fat, oil or grease;

(13) Any waters 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;

(14) Any water or waste which contains more than one mg/L of boron;

(15) Any water or waste which contains more than fifty mg/L ammonia-nitrogen;

(16) Sludges, membrane retentates, spent chemical solutions, or other wastes generated during the reclamation, recycling, purification, or recovery of water, chemical solutions, brines, or other industrial process flow streams.

(Ord. 320 § 5.03, 1970; Ord. 772 § 5, 2019)

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§ 15.13.082. Prohibition against dilution as treatment.

No user shall ever increase the use of process water, or in any way attempt to dilute a discharge, as a partial or complete substitute for adequate treatment to achieve compliance with a discharge limitation unless expressly authorized by an applicable pretreatment standard or requirement. The city manager may impose mass limitations on users who are using dilution to meet applicable pretreatment standards or requirements, or in other cases when the imposition of mass limitations is appropriate.

(Ord. 772 § 5, 2019)

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§ 15.13.084. Best management practices.

The city manager may develop best management practices (BMPs), by ordinance or in industrial wastewater discharge permits, to implement local limits and the requirements in this chapter.

(Ord. 772 § 5, 2019)

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§ 15.13.090. Interceptors required.

Grease, oil and sand interceptors shall be provided by the owner when, in the opinion of the city 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 such interceptors shall not be required for a building used for residential purposes containing not more than two kitchens, designed and/or used to house not more than two families, living independently of each other, including all necessary employees of each such family. All interceptors shall be of a type and capacity approved by the city manager, and shall be so located as to be readily and easily accessible for cleaning and inspection.

(Ord. 320 § 5.04, 1970; Ord. 638 § 1, 2003; Ord. 772 § 5, 2019)

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§ 15.13.100. Interceptors maintenance.

All grease, oil and sand interceptors shall be maintained by the owner, at owner’s expense, in continuously efficient operation at all times. For all grease interceptors required under this chapter, the property owner shall maintain a maintenance record for the grease trap or grease interceptor, which shall be transmitted to the city on an annual basis, on or before June 1 of each year. This record shall include the date, the name and address of the person who performed cleaning and the disposal site of the waste. The record shall be posted in a conspicuous location and be available for review by the city’s manager at each routine inspection and at such other time as necessary for the city to determine whether a particular establishment may be performing maintenance contrary to the provisions of this chapter.

(Ord. 320 § 5.05, 1970; Ord. 638 § 2, 2003; Ord. 772 § 5, 2019)

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§ 15.13.110. Pretreatment facilities.

Users shall provide wastewater treatment as necessary to comply with this title and shall achieve compliance with all pretreatment standards and the prohibitions set out in this title within the time limitations specified by EPA, the state, or the city manager, whichever is more stringent. Any facilities necessary for compliance shall be provided, operated, and maintained at the user’s expense.

(a) The admission into the public sanitary sewers of any waters or wastes having characteristics exceeding the following limits shall be subject to the review and approval of the city council and where necessary, in the opinion of the city council, the owner shall provide, at the owner’s own expense, such pretreatment as may be necessary to reduce the objectionable characteristics to within the following allowable limits:

(1) Five day B.O.D. of two hundred fifty milligrams per liter (mg/L);

(2) Suspended solids content of two hundred fifty milligrams per liter (mg/L);

(3) Any quantity of substances having the characteristics described in Section 15.13.080;

(4) An average daily flow of two percent of the average daily flow of the city.

(Ord. 320 § 5.06, 1970; Ord. 772 § 5, 2019)

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§ 15.13.120. Pretreatment facilities—Plans and specifications.

Detailed plans describing pretreatment facilities and operating procedures shall be submitted to the city manager for review, and shall be acceptable to the city manager before such facilities are constructed. The review of such plans and operating procedures shall in no way relieve the user from the responsibility of modifying such facilities as necessary to produce a discharge acceptable to the city under the provisions of this title. Plans, specifications, and any other pertinent information relating to proposed pretreatment facilities shall be submitted for the approval of the city manager, and no construction of such facilities shall be commenced until said approval is obtained in writing.

(Ord. 320 § 5.07, 1970; Ord. 772 § 5, 2019)

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§ 15.13.140. Pretreatment facilities—Maintenance.

Where pretreatment facilities are provided for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner at the owner’s expense.

(Ord. 320 § 5.09, 1970; Ord. 772 § 5, 2019)

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§ 15.13.150. Pretreatment facilities—Control manhole.

When required by the city council, the owner of any property served by a building sewer carrying wastes of unusual strength or character shall install a suitable control manhole in the building sewer to facilitate observation, sampling, and measurement of the wastes. Such manhole, when required, shall be constructed in accordance with plans approved by the city council. The manhole shall be installed by the owner at owner’s own expense and shall be maintained by the owner so as to be safe and accessible at all times.

(Ord. 320 § 5.10, 1970; Ord. 772 § 5, 2019)

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§ 15.13.160. Water—Sewage—Standards.

All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in this chapter shall be determined in accordance with the most recent edition of “Standard Method for the Examination of Water and Sewage,” American Public Health Association and American Water Works Association, and shall be determined at the control manhole provided or upon suitable samples taken at said control manhole. In the event that no special manhole has been required, the control manhole shall be considered to be the nearest downstream manhole in the public sanitary sewer to the point at which the building sewer is connected.

(Ord. 320 § 5.11, 1970; Ord. 772 § 5, 2019)

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§ 15.13.170. Swimming pools.

It is unlawful for any person to discharge the contents of a swimming pool into a sanitary sewer except in the manner specified herein. The size of pipe carrying discharge water shall not be larger than two inches and shall not be under a head to exceed twenty feet. If the water is discharged by pumping, the rate of flow shall not exceed one hundred gallons per minute. Each swimming pool discharging to a sanitary sewer shall be equipped with an approved separator to preclude any possibility of a backflow of sewage into the swimming pool or piping system.

(Ord. 320 § 5.12, 1970; Ord. 772 § 5, 2019)

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