As used in this article and article
13.04 of this chapter:
BOD (biochemical oxygen demand).
The quantity of oxygen by weight, expressed in mg/l, utilized
in the biochemical oxidation of organic matter under standard laboratory
conditions for five (5) days at a temperature of twenty (20) degrees
centigrade.
Building sewer.
The extension from the building drain to the public sewer
or other place of disposal (also called house lateral and house connection).
City.
The City of Katy, Texas, or any authorized person acting
in its behalf.
COD (chemical oxygen demand).
A measure of the oxygen-consuming capacity of inorganic and
organic matter present in the water or wastewater expressed in mg/l
as the amount of oxygen consumed from a chemical oxidant in a specific
test, but not differentiating between stable and unstable organic
matter and thus not necessarily correlating with biochemical oxygen
demand.
Control manhole.
A manhole giving access to a building sewer at some point
before the building sewer discharge mixes with other discharges in
the public sewer.
Control point.
A point of access to a course of discharge before the discharge
mixes with other discharges in the public sewer.
Garbage.
Animal and vegetable wastes and residue from preparation,
cooking, and dispensing of food, and from the handling, processing,
storage, and sale of food products and produce.
Industrial waste.
Waste resulting from any process of industry, manufacturing,
trade, or business or from the development of any natural resource,
or any mixture of the waste with water or normal wastewater, or distinct
from normal wastewater.
Milligrams per liter (mg/l).
Means the same as parts per million and is a weight-to-volume
ratio; the milligram-per-liter value multiplied by the factor 8.34
shall be equivalent to pounds per million gallons of water.
Natural outlet.
Any outlet into a watercourse, ditch, lake or other body
of surface water or groundwater.
Normal domestic wastewater.
Wastewater excluding industrial wastewater discharged by
a person into sanitary sewers and in which the average concentration
of total suspended solids is not more than 200 mg/l and BOD is not
more than 200 mg/l.
Overload.
The imposition of organic or hydraulic loading on a treatment
facility in excess of its engineered design capacity.
Person.
Includes a corporation, organization, government or governmental
subdivision or agency, business trust, estate, trust, partnership,
association, and any other legal entity.
pH.
The reciprocal of the logarithm (base 10) of the hydrogen
ion concentration expressed in grams per liter.
Public sewer.
A pipe or conduit carrying wastewater or unpolluted drainage
in which owners of abutting properties shall have the use, subject
to control by the city.
Sanitary sewer.
A public sewer that conveys domestic wastewater or industrial
wastes or a combination of both, and into which stormwater, surface
water, groundwater, and other unpolluted wastes are not intentionally
passed.
Slug.
Any discharge of water, wastewater, 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.
Standard Methods.
The examination and analytical procedures set forth in the
latest edition, at the time of analysis, of Standard Methods for the
Examination of Water and Wastewater, as prepared, approved, and published
jointly by the American Public Health Association, the American Water
Works Association, and the Water Environment Federation.
Storm sewer.
A public sewer which carries storm and surface waters and
drainage and into which domestic wastewater or industrial wastes are
not intentionally passed.
Stormwater.
Rainfall or any other forms of precipitation.
Superintendent.
The water and wastewater superintendent of the city or his
duly authorized deputy, agent, or representative.
Suspended solids.
Solids measured in mg/l that either float on the surface
of or are in suspension in water, wastewater, or other liquids, and
which are largely removable by a laboratory filtration device.
To discharge.
Includes to deposit, conduct, drain, emit, throw, run, allow
to seep, or otherwise release or dispose of, or to allow, permit,
or suffer any of these acts or omissions.
Trap.
A device designed to skim, settle, or otherwise remove grease,
oil, sand, flammable wastes or other harmful substances.
Unpolluted wastewater.
Water containing no free or emulsified grease or oil; no
acids or alkalis; no phenols or other substances producing taste or
odor in receiving water; no toxic or poisonous substances in suspension,
colloidal state or solution; no noxious or otherwise obnoxious or
odorous gases; no more than ten (10) mg/l each of suspended solids
and BOD; and color not exceeding fifty (50) units as measured by the
platinum-cobalt method of determination as specified in Standard Methods.
Waste.
Rejected, unutilized or superfluous substances in liquid,
gaseous, or solid form resulting from domestic agricultural or industrial
activities.
Wastewater.
A combination of the water-carried waste from residences,
business buildings, institutions, and industrial establishments, together
with any ground, surface, and storm water that may be present.
Wastewater facilities.
Includes all facilities for collecting, pumping, treating,
and disposing of wastewater and industrial wastes.
Wastewater service charge.
The charge on all users of the public sewer system whose
wastes do not exceed in strength the concentration values established
as representative of normal wastewater.
Wastewater treatment plant.
Any city-owned facilities, devices, and structures used for
receiving, processing and treating wastewater, industrial waste, and
sludges from the sanitary sewers.
Watercourse.
A natural or man-made channel in which a flow of water occurs,
either continuously or intermittently.
(1999 Code, sec. 11.301)
No discharges may contain concentrations of heavy metals greater
than amounts specified in this article.
(1) Maximum concentrations.
The maximum allowable concentrations
of heavy metals, stated in terms of milligrams per liter (mg/l), determined
on the basis of individual sampling in accordance with Standard Methods,
are:
Arsenic
|
0.05 mg/l
|
Barium
|
5.0 mg/l
|
Boron
|
1.0 mg/l
|
Cadmium
|
0.02 mg/l
|
Chromium
|
5.0 mg/l (total)
|
Copper
|
1.0 mg/l
|
Lead
|
0.1 mg/l
|
Manganese
|
1.0 mg/l
|
Mercury
|
0.005 mg/l
|
Nickel
|
1.0 mg/l
|
Selenium
|
0.02 mg/l
|
Silver
|
0.1 mg/l
|
Zinc
|
5.0 mg/l
|
Note: In determining the concentration parameters to be included
in the ordinances, current state, federal, and other appropriate agency
rules, regulations, and orders should be consulted, including Texas
Water Quality Board Order 70-0828-5 regulating the discharge of hazardous
metals into or adjacent to state waters.
|
(2) Permit required.
No other heavy metals or toxic materials
may be discharged into public sewers without a permit from the approving
authority specifying conditions of pretreatment, concentrations, volumes,
and other applicable provisions.
(3) Prohibited substances.
Prohibited heavy metals and toxic
materials include but are not limited to the following:
(1999 Code, sec. 11.304)
No person may discharge liquid or vapor having a temperature
higher than one hundred fifty (150) degrees Fahrenheit (65 degrees
Centigrade), or any substance which causes the temperature of the
total wastewater treatment plant influent to increase at a rate of
ten (10) degrees Fahrenheit or more per hour, or a combined total
increase of plant influent temperature to one hundred ten (110) degrees
Fahrenheit.
(1999 Code, sec. 11.307)
No person may discharge radioactive wastes or isotopes into
public sewers without the permission of the approving authority. The
approving authority may establish regulations for discharge of radioactive
wastes into public sewers.
(1999 Code, sec. 11.308)
No person may discharge into the public sewers any substance
capable of causing obstruction to the flow in sewers, interference
with the operation of treatment processes or facilities, or excessive
loading of treatment facilities.
(1) Discharges prohibited herein include, but are not limited to, materials
which exert or cause concentrations of:
(A) Inert suspended solids greater than 250 mg/l, including but not limited
to fuller's earth, lime slurries, and lime residues.
(B) Dissolved solids greater than 500 mg/l, including but not limited
to sodium chloride and sodium sulfate.
(C) Excessive discoloration, including but not limited to dye wastes
and vegetable tanning solutions.
(D) BOD, COD, or chlorine demand in excess of normal plant capacity.
(2) No person may discharge into public sewers any substance that may:
(A) Deposit grease or oil in the sewer lines in such a manner as to clog
the sewers.
(B) Overload skimming and grease-handling equipment.
(C) Pass to the receiving waters without being effectively treated by
normal wastewater treatment processes due to the nonamenability of
the substance to bacterial action.
(D) Deleteriously affect the treatment process due to excessive quantities.
(3) No person may discharge any substance into public sewers which:
(A) Is not amenable to treatment or reduction by the process and facilities
employed.
(B) Is amenable to treatment only to such a degree that the treatment
plant effluent cannot meet the requirements of other agencies having
jurisdiction over discharge to the receiving waters.
(4) The approving authority shall regulate the flow and concentration
of slugs when they may:
(A) Impair the treatment process.
(B) Cause damage to collection facilities.
(C) Incur treatment costs exceeding those for normal wastewater.
(D) Render the waste unfit for stream disposal or industrial use.
(5) No person may discharge into public sewers solid or viscous substances
which may violate this section if present in sufficient quantity or
size, including 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 products, either whole or ground by garbage grinders; slops;
chemical residues; paint residues; or bulk solids.
(1999 Code, sec. 11.309)
Any person responsible for discharges through a building sewer
carrying industrial wastes shall, at his own expense and as required
by the approving authority:
(1) Install an accessible and safely located control manhole.
(2) Install meters and other appurtenances to facilitate observation,
sampling and measurement of the waste.
(3) Maintain the equipment and facilities.
(1999 Code, sec. 11.314)
Industrial waste charges shall be determined by resolution duly
adopted by the city council. The following formula shall be used,
subject to change by resolution:
Ci
|
=
|
Charge to industrial users
|
k
|
=
|
Percentum (expressed as a decimal fraction)
|
w
|
=
|
Water charge in $
|
BOD
|
=
|
Total amount of BOD in mg/l
|
SS
|
=
|
Total amount of SS in mg/l
|
(1999 Code, sec. 11.318)
A person discharging industrial wastes into public sewers prior
to the effective date of this article may continue without penalty
so long as he:
(1) Does not increase the quantity or quality of discharge without permission
of the approving authority.
(2) Has discharged the industrial waste at least six (6) months prior
to the effective date of this article.
(3) Applies for and is granted a permit no later than one hundred fifty
(150) days after the effective date of this article.
(1999 Code, sec. 11.320)
The approving authority and other duly authorized employees
of the city bearing proper credentials and identification are entitled
to enter any public or private property at any reasonable time for
the purpose of enforcing this article.
(1) Anyone acting under this authority shall observe the establishment's
rules and regulations concerning safety, internal security, and fire
protection.
(2) Except when caused by negligence or failure of the company to maintain
safe conditions, the city shall indemnify the company against loss
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 sampling operation.
(3) The superintendent and other duly authorized employees of the city
bearing proper credentials and identification are entitled to enter
all private properties through which the city holds a negotiated easement
for the purposes of inspection, observation, measurement, sampling
or repair, maintenance of any portion of the sewer system supplying
[lying] within the easements, and conducting any other authorized
activity. All activities shall be conducted in full accordance with
the terms of the negotiated easement pertaining to the private property
involved.
(4) No person acting under authority of this provision may 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 public sewers.
(1999 Code, sec. 11.322)
The city shall serve persons discharging in violation of this
article with written notice stating the nature of the violation and
providing a reasonable time limit for satisfactory compliance.
(1999 Code, sec. 11.324)
No person may continue discharging in violation of this article
beyond the time limit provided in the notice.
(1999 Code, sec. 11.325)
In addition to sanctions provided for by this article, the city
is entitled to exercise sanctions provided for by the other provisions
of this chapter for failure to pay the bill for water and sanitary
sewer service when due.
(1999 Code, sec. 11.327)