[R.O. 1991 § 705.270; Ord. No. 557 § 2, 9-8-1987]
No person shall discharge or cause
to be discharged any stormwater, surface water, groundwater, roof
runoff, subsurface drainage, including interior and exterior foundation
drains, uncontaminated cooling water or unpolluted industrial process
waters to any sanitary sewer.
[R.O. 1991 § 705.280; Ord. No. 557 § 2, 9-8-1987]
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.
[R.O. 1991 § 705.290; Ord. No. 557 § 2, 9-8-1987]
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 any hazard in the receiving waters of the sewage treatment
plant, including but not limited to cyanide in excess of two (2) mg/l
as CN in the wastes as discharged to the public sewer.
3.
Any waters or wastes having 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 substance 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 fleshing, entrails and paper
dishes, cups, milk containers, etc., either whole or ground by garbage
grinders.
[R.O. 1991 § 705.300; Ord. No. 557 § 2, 9-8-1987]
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 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 degrees Fahrenheit (150° F.) [and
sixty-five degrees Celsius (65° C)].
2.
Any water or wastes 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.) [and sixty-five
degrees Celsius (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 (3/4) horsepower (.76 hp metric) or
greater shall be subject to the review and approval of the Superintendent.
4.
Any waters and wastes containing
strong acid irons pickling wastes or contracted 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, or odor producing substances, in such concentration
exceeding limits which may be established by the City of Vandalia
as necessary after treatment of the composite sewage, to meet the
requirements of 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 City 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, Fullers earth, lime slurries
and lime residues) or of dissolved solids (such as, but not limited
to, sodium chloride or 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 amendable 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.
11.
Any waters or wastes having:
a.
A five-day BOD greater than three
hundred (300) parts per million by weight; or
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.
12.
Where necessary in the opinion of
the City the owner shall provide, at his/her expense, such preliminary
treatment as may be necessary to:
a.
Reduce the biochemical oxygen demand
to three hundred (300) parts per million by weight; or
b.
Reduce the suspended solids to three
hundred fifty (350) parts per million by weight; or
c.
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.
[R.O. 1991 § 705.310; Ord. No. 557 § 2, 9-8-1987]
A. If any waters or wastes are discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in Section
705.300 of this Article and which in the judgment of the City may have a deleterious effect upon the sewage works, processes, equipment, or receiving waters, or which otherwise create a hazard to life to constitute a public nuisance, the Superintendent may:
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
705.360 of this Article.
B. If the City 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.
[R.O. 1991 § 705.320; Ord. No. 557 § 2, 9-8-1987]
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.
[R.O. 1991 § 705.330; Ord. No. 557 § 2, 9-8-1987]
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.
[R.O. 1991 § 705.340; Ord. No. 557 § 2, 9-8-1987]
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 City.
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.
[R.O. 1991 § 705.350; Ord. No. 557 § 2, 9-8-1987]
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 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-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-hour
composites of all outfalls whereas pH's are determined from periodic
grab samples.)
[R.O. 1991 § 705.360; Ord. No. 557 § 2, 9-8-1987]
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.