Chapter 13.16 SEWER SERVICE SYSTEM*
Section 13.16.030 Prohibited discharge.
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;
3. Any waters or wastes having 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 operating 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.
B. National categorical pretreatment
standards as promulgated by the United States
Environmental Protection Agency (EPA) pursuant to the Act, found in 40 CFR Chapter I,
Subchapter N, Parts 405-471, are incorporated into this chapter and shall be met by all dischargers
of the regulated industrial categories.
C. No person shall discharge or cause
to be discharged the following described substances,
materials, waters or wastes.
1. Any liquid or vapor having a temperature
higher than one hundred fifty degrees Fahrenheit
(sixty-five degrees Celsius) or which will inhibit biological activity in the treatment plant resulting
in interference, but in no case wastewater which causes the temperature at the introduction into the
treatment plant to exceed one hundred four degrees Fahrenheit (forty degrees Celsius);
2. Any water or waste containing fats,
wax, grease or oils, whether emulsified or not, in excess
of one hundred mg/l. This one hundred mg/l shall be given as nonpolar oil and grease as defined in
the latest edition of standard methods and interpreted to mean petroleum oil, nonbiodegradable
cutting oil, or products of mineral oil origin in amounts that will cause interference or a pass
through condition at the wastewater treatment plant. Polar oil and grease discharges shall not cause
interference in the collection works or the wastewater treatment plant;
3. Any garbage that has not been properly
shredded. The installation and operation of any
garbage grinder (other than in a residence) may be subject to the review and approval of the
director;
4. Any waters or wastes containing
strong acid iron pickling wastes, or concentrated plating
solutions whether neutralized or not;
5. The following pollutant limits
are established to protect against pass through and
interference. No person shall discharge wastewater containing in excess of parameters listed in the
following Table 13.16.030(C):
Table 13.16.030(C)
|
|
Material
|
Concentration
(mg/l)
|
1 Day
Maximum
Mass
Limitation
lb/day
|
|
|
|
|
|
Arsenic
|
1.000
|
1.000
|
|
Molybdenum
|
1.000
|
1.000
|
|
Cadmium
|
0.026
|
0.061
|
|
Silver
|
1.000
|
1.000
|
|
Copper
|
0.546
|
1.271
|
|
Cyanide (T)
|
0.121
|
0.282
|
|
Lead
|
0.359
|
0.835
|
|
Mercury
|
0.001
|
0.003
|
|
Nickel
|
0.725
|
1.688
|
|
Zinc
|
1.558
|
3.625
|
|
Chromium (Hex)
|
0.058
|
0.136
|
|
Chromium (T)
|
1.684
|
3.918
|
|
Phenol
|
2.000 NA
|
NA
|
|
Iron
|
50.000
|
NA
|
|
Federally-regulated
|
|
|
|
Total toxic
organics
|
NA
|
NA
|
|
Total phosphorus
|
6.0
|
NA
|
|
Ammonia nitrogen
|
18.0
|
NA
|
6. Dischargers shall meet the most
stringent discharge limitation, federal, state or local;
7. Any waters or wastes containing
phenols, in excess of limitation given in Table
13.16.030(C), or other taste or odor-producing substances after treatment of the composite sewage,
in such concentrations exceeding limits which may be established by the director as necessary to
meet the requirements of the state, federal or other public agencies of jurisdiction for such
discharge to the respective waters;
8. Any radioactive wastes or isotopes
of such half-life or concentration as may exceed limits
established by the director in compliance with applicable state or federal regulations;
9. Any waters or wastes having a pH
of less than 6.0 or in excess of 11.0, or otherwise
causing corrosive structural damage to the POTW or equipment, or endangering city personnel;
10. Materials which exert or cause:
a. Unusual concentrations of inert,
suspended solids (such as but not limited to, Fullers earth,
lime slurries and lime residuals) or of dissolved solids (such as, but not limited to, sodium chloride
and sodium sulfate),
b. Excessive discoloration which cannot
be removed by normal treatment operations (such as,
but not limited to, dye wastes and vegetable tanning solutions). Color (in combination with
turbidity) shall not cause the treatment plant effluent to reduce the depth of the compensation point
for photosynthetic activity by more than ten percent from the seasonably established norm for
aquatic life,
c. Unusual BOD chemical oxygen demand
or chlorine requirements in such quantities as to
constitute a significant load on the sewage treatment plant,
d. Unusual volume of flow or concentration
of wastes constituting "slugs" as defined in this
chapter,
e. Any biohazardous medical wastes,
except as specifically authorized by the director,
f. Any wastewater causing the treatment
plant to fail a toxicity test,
g. Any trucked or hauled pollutants,
except at discharge points designated by the director,
h. Any wastes containing detergents,
surface active agents, or other substances which may
cause excessive foaming in the POTW;
11. Require control over the quantities
and rates of discharge; and/or
12. Require facilities to prevent
accidental discharge of any unacceptable wastes; and
13. Require payment to cover the added
cost of handling and treatment the wastes not covered
by sewer charges under the provisions of Ordinance No. 2587 of the city and all ordinances
amendatory thereof and supplemental thereto, and any fines, penalties or damages assessed against
the city for discharge of such wastes.
D. 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.
1. Any substance which may cause the
POTW's effluent or treatment residues, sludges, or
scums, to be unsuitable for reclamation and reuse or to interfere with reclamation process. (In no
case, shall a substance discharged to the POTW cause the POTW to be in noncompliance with
sludge use or disposal criteria, guidelines or regulations developed under Section 405 of the Clean
Water Act; any criteria, guidelines, or regulations pursuant to the Solid Waste Disposal Act, the
Clean Air Act, the Toxic Substances Control Act, or state standards applicable to the sludge
management method being used.)
E. The city shall assess charges for
fees and fines to industrial users of the POTW to
compensate the city utility for the cost of administration of the pretreatment program. The utility
service board may adopt charges and fees which may include, but are not limited to:
1. Application fees for discharge
permits;
2. Application fees for construction
permits;
3. Fees charged to industries, monitoring;
4. Fees charged to industries, inspections;
5. Surcharges for high strength or
high volume wastes;
6. Fees for filing appeals;
7. Fees for reviewing accidental discharge
procedures and construction;
8. Fees for investigating and processing
notices of violations;
9. Fines for discharge of noncompatible
waste.
10. The city may assess charges for
fees and fines for any users of the POTW who discharge
unpolluted waters to the sewerage system.
F. The city may establish in wastewater
discharge permits, more stringent standards or
requirements on discharges to the POTW if deemed necessary to comply with the intent of this
chapter.
G. Effluent limitations are based
on the most stringent level whether federal, state or local.
H. The control authority may develop
equivalent mass and concentration limits in lieu of
production-based standards. A further explanation of this method is given in 40 CFR 403.6.
I. Any industrial user wishing to
change a compliance monitoring point from end of process to
end of pipe may do so with the approval of the director. Limitations in this situation will be
determined by the combined wastestream formula (40 CER 403.6(e)).
1. Storm water and demineralizer backwash
will be considered "unregulated waste streams."
2. Samples must be flow-proportioned
where only nonregulated waste streams are combined
after treatment but prior to the monitoring/control point.
J. If the director permits the pretreatment
or equalization of waste flows, the design and
installation of the plans and equipment shall be subject to the review and approval of the director
and subject to the requirements of all applicable codes, ordinances and laws.
K. Any industrial wastes discharged
into the public sewers shall be subject to periodic
inspection and determination of volume, character and concentration. The examination shall be
made as often as the director deems it necessary and may include the use of suitable continuously
monitoring instruments in appropriate cases. Samples shall be collected either manually or by
approved mechanical devices and in such a manner as to be representative of the overall
composition of the wastes. Every care shall be exercised in collecting the samples to insure their
preservation, until analyzed, in a state comparable to that at the time the samples were collected.
L. The installation, operation and
maintenance of the flow measuring and sampling facilities
shall be the responsibility of the person discharging the wastes and shall be subject to the approval
of the director. When required by the director, the owner of any property served by a building
sewer carrying industrial wastes 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 accessibly and safely located, and shall be constructed in accordance with plans approved by the
director. 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. If the owner fails to properly maintain the manhole or
any flow measuring device used in compliance control or monthly billing, the utility shall have the
right to make such repairs to make the facilities operational and to charge such expenses to the
owner.
M. The director, inspector, and other
duly authorized employees of the city, state water
pollution control employees and U.S. Environmental Protection Agency employees 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 chapter including the right to enter the properties of an industrial user shall be the right to
inspect and copy any records pertinent to monitoring.
N. While performing the necessary
work on private properties referred to in subsection M of
this section, the director or duly authorized employees of the city shall observe all safety rules
applicable to the premises established by the company and the company shall be held harmless for
injury or death to the city or damage to its property by city employees and against liability claims
and demands for personal injury or property damage asserted against the company and growing out
of the gauging and sampling operation, except as such may be caused by negligence or failure of
the company to maintain safe conditions.
O. Fats, grease, oil and sand interceptors
shall be provided when, in the opinion of the
director, they are necessary for the proper handling of liquid wastes containing grease in excessive
amounts, or any flammable wastes, sand and other harmful ingredients. All interceptors shall be of
a type and capacity approved by the director, and shall be located as to be readily and easily
accessible for cleaning and inspection. Provided, however, that approval of any such interceptors
by the director shall not relieve any person of the responsibility of complying with the discharge
requirements of this chapter.
P. Fats, grease, oil and sand interceptors
shall be constructed of impervious materials capable
of withstanding abrupt and extreme changes in temperature. They shall be of substantial
construction, watertight and equipped with easily removable covers which when bolted in place
shall be gastight and watertight.
Q. Where installed, all fats, grease,
oil and sand interceptors shall be maintained by the owner,
at his expense, in continuously efficient operation at all times.
R. The admission into the public sewers
of any waters or wastes having: (a) a five day
biochemical oxygen demand greater than two hundred fifty milligrams per liter by weight, or (b)
containing more than two hundred fifty milligrams per liter by weight of suspended solids, or (c)
containing any quantity of substance having the characteristics described in subsection C of this
section, or (d) having an average daily flow greater than five percent of the average daily sewage
flow of the city, shall be subject to the review and approval of the director. Where necessary in the
opinion of the director, the owner shall provide at his expense, such preliminary treatment as may
be necessary to: (a) reduce the biochemical oxygen demand to two hundred fifty milligrams per
liter and the suspended solids to two hundred fifty milligrams per liter by weight, or (b) reduce
objectionable characteristics or constituents to within the maximum limits provided in subsection C
of this section, 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 director and of the Indiana Department of
Environmental Management, and no construction of such facilities shall be commenced until such
approval is obtained in writing.
S. Where preliminary treatment facilities
are provided for any waters or wastes, they shall be
maintained continuously in satisfactory and effective operation, by the owner at his expense.
T. All measurements, tests and analyses
of the characteristics of waters and wastes to which
reference is made in subsection C of this section shall be determined in accordance with 40 CFR
Part 136.
U. 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.
V. Pretreatment of industrial wastes
from major contributing industries prior to discharge to
the treatment works where necessary to meet the conditions given in this permit.
W. Plans, specifications and any other
pertinent information relating to pretreatment or control
facilities shall be submitted for approval of the city and the state of Indiana and no construction
of
such facilities shall be commenced until approval, in writing, is granted. Where such facilities are
provided, they shall be maintained continuously in satisfactory and effective operating order by the
owner at his expense and shall be subject to periodic inspection by the city to determine that such
facilities are being operated in conformance with applicable federal, state and local laws and
permits.
X. Industrial cooling water, which
may be polluted with insoluble oils or grease or suspended
solids, shall be pretreated for removal of pollutants and the resultant clear water shall be
discharged in accordance with Section 13.16.020 (R) and (S) of this chapter.
Y. No discharger shall increase the
use of potable or process water in any way, nor mix
separate waste streams for the purpose of diluting a discharge as a partial or complete substitute
for adequate treatment to achieve compliance with the standards set forth in this chapter. The
director may impose mass limitations, in addition to those listed in this chapter, on industrial users
using dilution to meet applicable pretreatment standards. (Ord. 99-16 (part), 1999)