As used in this article, the following terms shall have the respective meanings ascribed to them.
B.O.D. (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 (20) degrees centigrade expressed in parts per million by weight.
Garbage.
Solid wastes from the preparation, cooking and dispensing of food and from the handling, storage and sale of produce.
Industrial Sewage Wastes.
All solid or liquid wastes from any canning process or any other industrial process or undertaking, as distinct from normal sewage wastes, resulting from any commercial, manufacturing or industrial operation or process, which water borne or liquid wastes enter the city sewage system, or any portion thereof.
Natural Outlet.
Any outlet into a watercourse, pond, ditch, lake or other body of surface or groundwater.
pH.
The logarithm of the reciprocal of the weight of hydrogen ions in grams per liter of solution.
Plumbing Fixture.
A water closet, lavatory, bathtub, household laundry, separate shower, kitchen sink or any other similar receptacle that discharges waste into the sewage system.
Properly Shredded Garbage.
The wastes from the preparation, cooking and dispensing of food that has been shredded to such 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 in any dimension.
Public Sewer.
A sewer controlled by public authority in which all owners of abutting properties have equal rights.
Residence.
A home or dwelling in which no business is conducted that requires plumbing fixtures other than water closets, bathtubs, showers, kitchen sinks, lavatories, household laundry sinks and other plumbing fixtures designed for residential use and to carry sanitary sewage only as herein defined. For the purpose of this definition, a rooming house, duplex apartment, apartment house, tourist and trailer camp of not more than ten (10) rooms served by one water meter shall be considered a residence.
Sanitary Sewer.
A sewer which carries sewage and to which storm, surface and ground waters are not intentionally admitted.
Sewage.
The water or water borne waste from water closets, urinals, lavatories, sinks, bathtubs, showers, household laundries, basement floor drains, garage floor drains, storerooms, soda fountains, cuspidors, refrigerator drips, drinking fountains, stable floor drains and all other similar fixtures and receptacles that discharge waste into the sewer system or 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 or Sewerage System.
All facilities for collecting, pumping, treating and disposing of sewage.
Sewer.
A pipe or conduit for carrying sewage.
Storm Sewer or Storm Drain.
A sewer which carries storm and surface waters and drainage, but excludes sewage and polluted industrial wastes.
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, continuously or intermittently.
Water Superintendent or Superintendent.
The water superintendent of the city or his deputy, agent or representative.
(1979 Code of Ordinances, Chapter 19, Sec. 19-20)
No person shall discharge or cause to be discharged any storm water, surface water, groundwater, roof runoff, subsurface drainage, uncontaminated cooling water or unpolluted industrial process waters to any sanitary sewer.
(1979 Code of Ordinances, Chapter 19, Sec. 19-21)
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 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.
(1979 Code of Ordinances, Chapter 19, Sec. 19-22)
No person shall discharge or cause to be discharged any of the following described waters, wastes or substances to any public sewers:
(1) 
Gasoline, benzene, naphtha, fuel oil or other flammable or explosive liquids, solid or gas.
(2) 
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) 
Waters or wastes having a pH lower than five point five (5.5), or having any other corrosive property capable of causing damage or a hazard to structures, equipment and personnel of the sewage works.
(4) 
Solid or viscous substances in such quantities or of such size as to be 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, paper dishes, cups, milk containers, etc., either whole or ground by garbage grinders.
(5) 
The following toxic substances: Antimony, barium, boron, cadmium, (hexa) chromium, (tri) chromium, copper, lead, manganese, mercury, nickel, selenium, silver and zinc.
(1979 Code of Ordinances, Chapter 19, Sec. 19-23)
No person shall discharge or cause to be discharged the following described substances, materials, waters or waste to a public sewer 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 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:
(1) 
Any liquid or vapor having a temperature higher than one hundred fifty (150) degrees Fahrenheit, (65° C).
(2) 
Any water or waste containing fats, wax, grease or oils, whether emulsified or not, in excess of one hundred (100) mg/1 or containing substances which may solidify or become viscous at temperatures between thirty-two (32) and one hundred fifty (150) degrees Fahrenheit, (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 waters 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 producing 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 nine point five (9.5).
(9) 
Materials which exert or cause:
(A) 
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 and sodium sulfate).
(B) 
Excessive discoloration (such as, but not limited to dye wastes and vegetable tanning solutions).
(C) 
Unusual B.O.D., 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 and understood in the trade.
(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.
(1979 Code of Ordinances, Chapter 19, Sec. 19-24)
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 13.205, and which in the judgment of the superintendent may have a deleterious effect upon the sewage works, processes, equipment or receiving waters, 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 13.213.
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.
(1979 Code of Ordinances, Chapter 19, Sec. 19-25)
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.
(1979 Code of Ordinances, Chapter 19, Sec. 19-26)
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 expense.
(1979 Code of Ordinances, Chapter 19, Sec. 19-27)
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 premise is appropriate or whether a grab sample or samples should be taken. Normally, but not always, B.O.D. and suspended solids analyses are obtained from twenty-four (24) hour composites of all outfalls whereas pH’s are determined from periodic grab samples.]
(1979 Code of Ordinances, Chapter 19, Sec. 19-28)
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, samples 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 expense, and shall be maintained by him so as to be safe and accessible at all times.
(1979 Code of Ordinances, Chapter 19, Sec. 19-29)
The plumbing inspector and superintendent of the water and sewer department are authorized and directed to make such inspections of all premises of all patrons and prospective patrons of the sewerage system as may be necessary to determine the number of sewer connections and the condition of such sewer connections.
(1979 Code of Ordinances, Chapter 19, Sec. 19-30)
Before any old private drains shall be connected with the sewer system, the owner of the private drain shall prove to the satisfaction of the water superintendent that it is clean and conforms in every respect with these rules and regulations and with the plumbing regulations of the city.
(1979 Code of Ordinances, Chapter 19, Sec. 19-31)
The industrial charge for sewer service is to be computed by the following formula:
I.C.
=
WR
(BOD + SS)
K
200
200
where: I.C.
=
monthly industrial charge in dollars.
WR
=
amount of water billed in thousands of gallons per month.
BOD
=
the five day @ 20 degrees C BOD of the industrial wastes in mg/l.
SS
=
suspended solids of the industrial wastes in mg/l.
K
=
constant value of 0.05.
200
=
approximate five day @ 20 degrees C BOD of “normal” domestic sewage in mg/l.
(1979 Code of Ordinances, Chapter 19, Sec. 19-32)
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 therefor by the industrial concern.
(1979 Code of Ordinances, Chapter 19, Sec. 19-33)
No person, except city personnel with legal authority, shall injure, break or remove any section of any manhole, lamp hole, flush tank, catch basin or any part of the sewer system.
(1979 Code of Ordinances, Chapter 19, Sec. 19-34)
Any person other than authorized city personnel desiring to lay pipes for water, gas, steam or any purpose in any street or alley upon which public sewers are laid, shall give at least twenty-four (24) hours notice to the water superintendent, plumbing inspector or other designated city official before opening the street or alley and the manner of excavating for the laying and back-filling over such pipe shall be subject to the approval of the water superintendent, plumbing inspector or other designated city official. All such work shall be planned and executed so that no injury shall occur to any public sewer or to any house sewer or drain connected therewith.
(1979 Code of Ordinances, Chapter 19, Sec. 19-35)
Any person found to be violating any provision of this article 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 the notice, permanently cease all violations. If the offender continues violation after the expiration of the time stated, the water superintendent may prohibit the further use of the sewerage system by the offender and may remove or close the offender’s sewerage and water connections.
(1979 Code of Ordinances, Chapter 19, Sec. 19-36)
The city, acting through authorized officers, shall have the power to stop and prevent from discharging into the sewer system any private sewer or drain through which substances are discharged which are liable to injure the sewers or obstruct the flow of the sewage or interfere with the operation of the disposal plant.
(1979 Code of Ordinances, Chapter 19, Sec. 19-37)
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.
(1979 Code of Ordinances, Chapter 19, Sec. 19-38)
Any person violating any of the provisions of this article shall be deemed guilty of a misdemeanor and upon conviction shall be punished by a fine as provided in Section 1.109 of this code; each day the violation continues shall constitute a separate offense.
(1979 Code of Ordinances, Chapter 19, Sec. 19-39)