[Ord. No. 5.214 Art. II §§1 — 23, 5-5-1975]
Unless the context specifically indicates otherwise, the meaning of terms used in this Article shall be as follows:
BOD (denoting BIOCHEMICAL OXYGEN DEMAND)
The quantity of oxygen utilized in the biochemical oxidation of organic matter under standard laboratory procedure in five (5) days at twenty degrees Centigrade (20°C), expressed in milligrams per liter.
BUILDING DRAIN
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 (5) feet (1.5 meters) outside the inner face of the building wall.
BUILDING SEWER
The extension from the building drain to the public sewer or other place of disposal.
COMBINED SEWER
A sewer receiving both surface runoff and sewage.
GARBAGE
Solid wastes from the domestic and commercial preparation, cooking and dispensing of food and from the handling, storage and sale of produce.
INDUSTRIAL WASTES
The liquid wastes from industrial manufacturing processes, trade or business as distinct from sanitary sewage.
INSPECTOR
The person or persons duly authorized by the City to inspect and approve the installation of building sewers and their connection to the public sewer system.
NATURAL OUTLET
Any outlet into a watercourse, pond, ditch, lake, or other body of surface or ground water.
PERSON
Any individual, firm, company, association, society, corporation or group.
pH
The logarithm of the reciprocal of the weight of hydrogen ions in grams per liter of solution.
PROPERLY SHREDDED GARBAGE
The wastes from the preparation, cooking and dispensing of food that have 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 (½) inch (1.27 centimeters) in any dimension.
PUBLIC SEWER
A sewer in which all owners of abutting properties have equal rights and is controlled by public authority.
SANITARY SEWER
A sewer which carries sewage and to which storm, surface and ground water are not intentionally admitted.
SEWAGE
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.
SEWAGE TREATMENT PLANT
Any arrangement of devices and structures used for treating sewage.
SEWAGE WORKS
All facilities for collecting, pumping, treating and disposing of sewage.
SEWER
A pipe or conduit for carrying sewage.
SHALL
Is mandatory; MAY — is permissive.
SLUG
Any discharge of water, sewage or industrial waste which in concentration of any given constituent or in quantity of flow exceeds for any period of duration longer than fifteen (15) minutes more than five (5) times the average twenty-four (24) hour concentration or flows during normal operation.
STORM DRAIN (sometimes termed "STORM SEWER")
A sewer which carries storm and surface waters and drainage, but excludes sewage and industrial wastes other than unpolluted cooling water.
SUPERINTENDENT
The Superintendent of Utilities of the City of California or his/her authorized deputy, agent, or representative.
SUSPENDED SOLIDS
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.
WATERCOURSE
A channel in which a flow of water occurs, either continuously or intermittently.
[Ord. No. 5.214 Art. III §1, 5-5-1975]
It shall be unlawful for any person to place, deposit or permit to be deposited in any unsanitary manner on public or private property within the City of California, or in any area under the jurisdiction of said City, any human or animal excrement, garbage or other objectionable waste.
[Ord. No. 5.214 Art. III §2, 5-5-1975]
It shall be unlawful to discharge to any natural outlet within the City of California, or in any area under the jurisdiction of said City, any sewage or other polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this Article.
[Ord. No. 5.214 Art. III §3, 5-5-1975]
Except as hereinafter provided, 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.
[Ord. No. 5.214 Art. III §4, 5-5-1975]
The owner of all houses, buildings or properties used for human occupancy, employment, recreation or other purposes, 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 hereby required at his/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 ninety (90) days after date of official notice to do so, provided that said public sewer is within one hundred (100) feet (30.5 meters) of the property line.
[Ord. No. 5.214 Art. IV §§1 — 8, 5-5-1975]
A. 
Where a public sanitary or combined sewer is not available under the provisions of Section 710.050, the building sewer shall be connected to a private sewage disposal system complying with the provisions of this Section.
B. 
Before commencement of construction of a private sewage disposal system the owner shall first obtain a written permit signed by the City Clerk. The application for such permit shall be made on a form furnished by the City, which the applicant shall supplement by any plans, specifications and other information as are deemed necessary by the Superintendent.
C. 
A permit for a private sewage disposal system shall not become effective until the installation is completed to the satisfaction of the Superintendent. He/she shall be allowed to inspect the work at any stage of construction and, in any event, the applicant for the permit shall notify the Superintendent when the work is ready for final inspection and before any underground portions are covered. The inspection shall be made within twenty-four (24) hours of the receipt of notice by the Superintendent.
D. 
The type, capacities, location and layout of a private sewage disposal system shall comply with all recommendations of the Division of Health of the State of Missouri. No septic tank or cesspool shall be permitted to discharge to any natural outlet.
E. 
At such time as a public sewer becomes available to a property served by a private sewage disposal system, as provided in Subsection (D), a direct connection shall be made to the public sewer in compliance with this Article, and any septic tanks, cesspools and similar private sewage disposal facilities shall be abandoned and filled with suitable material.
F. 
The owner shall operate and maintain the private sewage disposal facilities in a sanitary manner at all times, at no expense to the City.
G. 
No statement contained in this Section shall be construed to interfere with any additional requirements that may be imposed by the Superintendent.
H. 
When a public sewer becomes available, the building sewer shall be connected to said sewer within sixty (60) days and the private sewage disposal system shall be cleaned of sludge and filled with clean bank-run gravel or dirt.
[Ord. No. 5.214 Art. V §§1 — 14, 5-5-1975]
A. 
No unauthorized person shall uncover, make any connection with or opening into, use, alter or disturb any public sewer or appurtenance thereof without first obtaining a written permit from the City Clerk. Before a permit may be issued for excavating for plumbing in any public street, way or alley, the person applying for such permit shall have executed unto the City of California, Missouri, and deposited with the City Clerk a bond in an amount as determined by the Superintendent conditioned that he/she will perform faithfully all work with due care and skill and in accordance with the laws, rules and regulations established under the authority or any ordinance of the City of California, Missouri, pertaining to plumbing. This bond shall state that the person will indemnify and save harmless the City of California, Missouri, and the owner of the premises against all damages, costs, expenses, outlays and claims of every nature and kind arising out of unskillfulness or negligence on his/her part in connection with plumbing or excavating for plumbing as prescribed in this Section. Such bond shall remain in force and must be executed for a period of one (1) year except that on such expiration it shall remain in force as to all penalties, claims and demands that may have accrued thereunder prior to such expiration.
B. 
There shall be two (2) classes of building sewer permits:
1. 
For residential and commercial service, and
2. 
For service to establishments producing industrial wastes.
In either case, the owner or his/her agent shall make application on a special form furnished by the City. The permit application shall be supplemented by any plans, specifications or other information considered pertinent in the judgment of the Superintendent. A permit and inspection fee of fifty dollars ($50.00) for a residential or commercial building sewer permit and fifty dollars ($50.00) for an industrial building sewer permit shall be paid to the City at the time the application is filed.
C. 
All costs and expense incident to the installation and connection of the building sewer shall be borne 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.
D. 
A separate and independent building sewer shall be provided for every building; except where one (1) building stands at the rear of another on an interior lot and no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard or driveway, the building sewer from the front building may be extended to the rear building and the whole considered as one (1) building sewer. In such case the sewer from the building nearest the main sewer shall not be less than a six (6) inch line.
E. 
Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the Superintendent, to meet all requirements of this Article.
F. 
The building sewer shall be constructed of either vitrified clay sewer pipe and fittings meeting the current A.S.T.M. Specifications for Standard or Extra Strength Clay Sewer Pipe or SDR 35 plastic pipe.
G. 
Joints And Connections.
1. 
All joints and connections shall be made gastight and watertight. Vitrified clay sewer pipe shall be fitted with factory made resilient compression joints meeting the A.S.T.M. "Specifications for Vitrified Clay Pipe Joints Having Resilient Properties" (Designation C425).
2. 
Before joining the pipe in the trench, the bell and spigot surfaces shall be wiped free of dirt or other foreign matter. A lubricant or sealer as recommended by the pipe manufacturer shall be applied to the bell and spigot mating surfaces just before they are joined together.
3. 
The spigot end shall be positioned into the bell end of the pipe previously laid and shall then be shoved home to compress the joint and to assure a tight fit between the interfaces.
H. 
The size and slope of the building sewers shall be subject to the approval of said inspector, but in no event shall the diameter be less than four (4) inches. The slope of such four (4) inch pipe shall not be less than one-fourth (¼) inch per foot. A slope of one-fourth (¼) inch per foot shall be used wherever practical. If slope is less than one-quarter (¼) inch per foot a six (6) inch pipe shall be used with less than one-eighth (⅛) inch per foot fall. A multiple-dwelling building shall have a six (6) inch or larger line subject to the approval of the Superintendent.
I. 
Whenever possible the building sewer shall be brought to the building at an elevation below the basement floor. The depth shall be sufficient to afford protection from frost. All excavations required for the installation of a building shall be open trench work unless otherwise approved by the said inspector. Pipe laying and backfill shall be performed in accordance with A.S.T.M. specifications (Designated C12) except that no backfill shall be placed until the work has been inspected by the inspector or his/her representative.
J. 
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. No water operated sewage ejector shall be used.
K. 
The connection of the building sewer into the public sewer shall be made at the "Y" branch designated for that property, if such branch is available at a suitable location. Any connection not made at the designated "Y" branch in the main sewer shall be made only as directed by the said inspector.
L. 
The applicant for the building sewer permit shall notify the Superintendent when the building sewer is ready for inspection and connection to the public sewer. The connection shall be made under the supervision of the Superintendent or his/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. 
The permit issued by the City Clerk to the owner or his/her representative shall be presented to the said inspector at time of inspection. If owner or said representative does not have in his/her possession at the time of inspection the inspection card, the said inspector shall not permit any connection to the City sewer main.
[Ord. No. 5.214 Art. VI §1, 5-5-1975]
No person shall discharge or cause to be discharged any stormwater, surface water, ground water, roof runoff, a subsurface drainage, including interior and exterior foundation drains, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer.
[Ord. No. 5.214 Art. VI §2, 5-5-1975]
Stormwater 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 Superintendent. Industrial cooling water or unpolluted process waters may be discharged, on approval of the Superintendent, to a storm sewer, combined sewer or natural outlet.
[Ord. No. 5.214 Art. VI §3, 5-5-1975]
A. 
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 sewage treatment plant, including but not limited to cyanides in excess of two (2) mg/l as CN in the wastes as discharged to the public sewer.
3. 
Any waters or wastes having a pH lower than 5.5, or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the sewage works.
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 sewage works 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, etc., either whole or ground by garbage grinders.
5. 
Any waters or wastes having:
a. 
A five (5) day biochemical oxygen demand greater than three hundred (300) parts per million by weight,
b. 
Containing more than three hundred fifty (350) parts per million by weight of suspended solids, or
c. 
Having an average daily flow greater than two percent (2%) of the average sewage flow of the City shall be subject to the review of the Superintendent. Where necessary in the opinion of the Superintendent, the owner shall provide, at his/her expense, such preliminary treatment as may be necessary to:
(1) 
Reduce the biochemical oxygen demand to three hundred (300) parts per million by weight, or
(2) 
Reduce the suspended solids to three hundred fifty (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 said approvals are obtained in writing.
[Ord. No. 5.214 Art. VI §4, 5-5-1975]
A. 
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/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 plan, degree of treatability of wastes in the sewage treatment plant and other pertinent factors. The substances prohibited are:
1. 
Any liquid or vapor having a temperature higher than one hundred fifty degrees Fahrenheit (150°F) (65°C).
2. 
Any water or waste containing fats, wax, grease or oils, whether emulsified or not, in excess of one hundred (100) mg/l or containing substances which may solidify or become viscous at temperatures between thirty-two degrees Fahrenheit (32°F) and one hundred fifty degrees Fahrenheit (150°F) (0 and 65°C).
3. 
Any garbage that has not been properly shredded. The installation and operation of any garbage grinder equipped with a motor of three-fourths (¾) horsepower (0.76 hp metric) or greater shall be subject to the review and approval of the Superintendent.
4. 
Any waters or wastes containing strong acid iron pickling wastes or concentrated plating solutions whether neutralized or not.
5. 
Any water or wastes containing iron, chromium, copper, zinc and 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.
6. 
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 the State, Federal or other public agencies of jurisdiction for such discharge to the receiving waters.
7. 
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the Superintendent in compliance with applicable State or Federal regulations.
8. 
Any waters or wastes having a pH in excess of 9.5.
9. 
Materials which exert or cause:
a. 
Unusual concentrations of inert suspended solids (such as, but not limited to, Fuller's 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 BOD, chemical oxygen demand, or chlorine requirements in such quantities as to constitute a significant load on the sewage treatment works.
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 sewage treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
[Ord. No. 5.214 Art. VI §5, 5-5-1975]
A. 
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 710.110 of this Article, and which in the judgment of the Superintendent may have a deleterious effect upon the sewage works, processes, equipment or receiving wastes, or which otherwise create a hazard to life or constitute a public nuisance, the Superintendent may:
1. 
Reject the wastes;
2. 
Require pretreatment to an acceptable condition for discharge to the public sewers;
3. 
Require control over the quantities and rates of discharge; and/or
4. 
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 710.170 of this Article.
B. 
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. No. 5.214 Art. VI §6, 5-5-1975]
Grease, oil and sand interceptors shall be provided when, in the opinion of the Superintendent, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand or other harmful ingredients; except that such interceptors shall not be required for private living quarters or dwelling units. 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. No. 5.214 Art. VI §7, 5-5-1975]
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/her expense.
[Ord. No. 5.214 Art. VI §8, 5-5-1975]
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 accessibly 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/her expense, and shall be maintained by him/her so as to be safe and accessible at all times.
[Ord. No. 5.214 Art. VI §9, 5-5-1975]
All measurements, tests and analyses of the characteristics of waters and wastes to 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 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 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 twenty-four (24) hour composite of all outfalls of a premises is appropriate or whether a grab sample or samples should be taken. Normally, but not always, BOD and suspended solids analyses are obtained from twenty-four (24) hour composites of all outfalls whereas pHs are determined from periodic grab samples).
[Ord. No. 5.214 Art. VI §10, 5-5-1975]
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 or character may be accepted by the City for treatment, subject to payment therefore, by the industrial concern.
[Ord. No. 5.214 Art. VII §1, 5-5-1975]
No unauthorized person shall maliciously, willfully or negligently break, damage, destroy, uncover, deface or tamper with any structure, appurtenance or equipment which is a part of the sewage works. Any person violating this provision shall be subject to immediate arrest under charge of disorderly conduct.
[Ord. No. 5.214 Art. VIII §§1 — 3, 5-5-1975]
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/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 referred to 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.
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 purposes of, but not limited to, inspection, observation, measurement, sampling, repair and maintenance of any portion of the sewage works lying within said 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.
[Ord. No. 5.214 Art. IX §§1 — 3, 5-5-1975]
A. 
Any persons found to be violating any provision of this Article except Section 710.180 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 an ordinance violation and on conviction thereof shall be fined in the amount not exceeding five hundred dollars ($500.00) for each violation. Each day in which any such violation shall continue shall be deemed a separate offense.
C. 
Any person violating any of the provisions of this Article shall become liable to the City for any expense, loss or damage occasioned the City by reason of such violation.