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CHAPTER 52: SEWERS
Section
General Provisions
52.01 Definitions
52.02 Damage or tampering with equipment prohibited
Construction and Connections
52.15 Connection required
52.16 Sanitary sewer rules
52.17 New connection; tap fee
52.18 Extensions inside city limits
52.19 Service outside city
52.20 Unpolluted water drainage
Industrial Wastes
52.30 Right of entry to inspect; correction; termination
of service
52.31 Admission of industrial wastes into sewers; requirements
52.32 Prohibited discharges
52.33 Control of admissible wastes
52.34 Industrial waste surcharges
Billing and Collection
52.45 Failure to pay bills
52.46 Billing of industrial waste surcharges
Abnormal Wastewater Discharge; Control
52.60 Abnormal wastewater discharge; regulations apply
52.61 Wastewater discharge permits
52.62 Reporting and notification requirements
52.63 Sampling and monitoring facilities
52.64 Right of entry; inspection and monitoring
52.65 Sampling and analysis methods
52.66 Pretreatment
52.67 Records retention
52.68 Confidential information
Appendix: Schedule of Industrial Waste Surcharges
Cross-reference:
Water and Sewer Lines; Extensions Beyond City Limits, see §§
50.15 et seq.
Water and Sewer Rates and Charges, see §§ 50.30 et seq.
Statutory reference:
Water quality control, Tex. Water Code, §§ 26.001 et seq.
GENERAL PROVISIONS
§ 52.01 DEFINITIONS.
For the purpose of this chapter, the following definitions shall apply
unless the context clearly
indicates or requires a different meaning.
APPROVING AUTHORITY. The water and sewer superintendent
(or other official designated by
the Mayor of the city) or his or her duly authorized deputy, agent,
or representative.
B.O.D. The quantity of oxygen expressed in parts per
million by weight, utilized in the biochemical
oxidation of organic matter under standard laboratory conditions for
five days at a temperature of 20°C. The laboratory determination
shall be made in accordance with procedures set forth in Standard Methods.
BUILDING DRAIN. The 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 to the building sewer, beginning three
feet outside the inner face of the building wall.
BUILDING SEWER. The extension from the building drain
to the sewer or other place of disposal.
CITY. The City of McGregor, Texas, or any authorized
person acting in its behalf.
DOMESTIC SEWAGE. Waterborne wastes normally discharging
into the sanitary conveniences of
dwellings (including apartment houses and hotels), office buildings,
factories, and institutions, free of
storm surface water and industrial wastes.
GARBAGE. Solid wastes and residue from the preparation,
cooking, and dispensing of food, and
from the handling, storage, and sale of food products and produce.
INDUSTRIAL WASTE. Waterborne solids, liquids, or gaseous
wastes resulting from the charged,
permitted to flow or escaping from any industrial manufacturing or food
processing operation or process, or from the development of any natural
resource; or any mixture of these with water or domestic sewage as distinct
from normal domestic sewage.
NATURAL OUTLET. Any outlet into a watercourse, ditch,
lake, or other body of surface or ground
water.
NORMAL DOMESTIC SEWAGE. Normal sewage of the city in
which the average concentration
of suspended materials and five-day B.O.D. is established at 250 parts
per million each, by weight, on the basis of normal daily contribution
of 0.21 pounds per capita, per 100 gallons.
PARTS PER MILLION. A weight-to-weight ratio; the PARTS
PER MILLION value multiplied by the factor 8.345 shall be equivalent
to pounds per 1,000,000 gallons of water.
PERSON. Any and all persons, natural or artificial,
including any individual, firm, company, municipal or private corporation,
association, governmental agency, or other entity, and agents, servants,
or employees.
pH. The logarithm (base 10) of the reciprocal of the
hydrogen ion concentration expressed in mols per liter. It shall be
determined by one of the procedures outlined in Standard Methods.
PROPERLY SHREDDED GARBAGE. The wastes from the preparation,
cooking, and dispensing
of food that have been shredded to such a degree that all particles
shall be carried freely under the flow
conditions normally prevailing in public sewers, with no particles greater
than one-half inch in any
dimension.
PUBLIC SEWER. A sewer in which all owners of abutting
properties shall have equal rights and
interest controlled by public authority.
SANITARY SEWER. A sewer that conveys sewage or industrial
wastes or a combination of both,
and into which storm, surface, and ground waters or unpolluted wastes
are not intentionally passed.
SEWAGE 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 sewage.
SEWAGE TREATMENT PLANT. Any city-owned facilities,
devices, and structures used for
receiving and treating sewage from the city sanitary sewer system.
SEWAGE WORKS. All facilities for collection, pumping,
treating, and disposing of sewage and
industrial wastes and would include sewage, as well as the sewage treatment
facilities.
SEWER. A pipe or conduit for carrying sewage.
SEWERAGE. The system of sewers and appurtenances for
the collection, transportation, and
pumping of sewage and industrial wastes.
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 Sewage, as prepared,
approved, and published jointly by the American Public Health Association,
the American Water Works Association, and the Federation of Sewage and
Industrial Waste Associations.
STORM SEWER or STORM DRAIN. A sewer
which carries storm and surface waters and drainage but excludes sewage
and polluted industrial wastes.
STORM WATER. Rainfall and/or any other forms of precipitation.
SURCHARGE. The charge in addition to the sewage service
charge which is made on those persons
whose wastes are greater in strength than the concentration values established
as representative of normal sewage.
SUSPENDED SOLIDS or S.S. Solids that
either float on the surface of, or are in suspension in,
water, sewage, or other liquids, and which are removable by a laboratory
filtration device. Quantitative
determination of SUSPENDED SOLIDS shall be made in
accordance with procedures set forth in
Standard Methods.
UNPOLLUTED WATER OR WASTE. Water or waste containing
none of the following: free or
emulsified grease or oil; acids or alkalis; phenols or other substance
producing taste and odor in receiving water; toxic or poisonous substances
in suspension, colloidal state, or solution; and noxious or otherwise
obnoxious, odorous gases. It shall contain not more than ten parts per
million each of suspended solids
and B.O.D. The color shall not exceed 50 platinum-cobalt units.
(Prior Code, § 21-46)
§ 52.02 DAMAGE OR TAMPERING WITH EQUIPMENT PROHIBITED.
No unauthorized person shall maliciously, wilfully, or negligently break,
damage, uncover, deface,
or tamper with any structure, appurtenance, or equipment which is a
part of the municipal sewage works.
(Prior Code, § 21-52) Penalty, see § 10.99
CONSTRUCTION AND CONNECTIONS
§ 52.15 CONNECTION REQUIRED.
(A) The use of any premises in the city in such a manner as to create
sewage thereon not discharged
into the sewerage system of the city is hereby declared to be a nuisance.
Every water closet or privy
connected and used in any building, not connected with the sewerage
system, is hereby declared to be a nuisance; provided that this section
shall be inapplicable to premises where connection with the city
sewerage system is not feasible. Such a connection is hereby declared
to be feasible as to any premises
abutting any street, alley, or other public way or sewer right-of-way
in which any line of the sewerage
system of the city sufficient to handle the same exists.
(B) Any person owning or occupying improved property within the city
limits which can be feasibly
connected to the city sewerage system shall also connect that property
and the improvements thereon with the city water services if the same
exist in the street, alley, or other public way or water right-of-way
abutting the premises.
(C) Where these city services are not available in the abutting streets,
alleys, other public ways, or
other utility right-of-way, but subsequently are laid therein, it shall
be the duty of the owner or occupant
of that property within 60 days after the same become available to connect
therewith. These connections must be made subject to the applicable
charges provided by the then current ordinances of the city.
(D) Three hundred feet of field line are required for septic tank installations.
(Prior Code, § 21-31) Penalty, see § 10.99
§ 52.16 SANITARY SEWER RULES.
The following rules shall apply to the city’s sanitary sewer system
and service.
(Prior Code, § 21-32)
§ 52.17 NEW CONNECTION; TAP FEE.
For new connections or replacement of connections in which the city
shall tap the sewer main, a tap
fee of not less than $150 (exact charge shall be determined by the City
Manager in his or her sole
discretion) shall be charged to a user; user shall pay for a service
line from tap to property line; and the
user shall reimburse the city for restoration of city property including
cuts of curb and street. The
contractor or user shall uncover the sewer line, allow the city to make
the tap, and then restore cover as
directed by the city, to include retopping the street. On January 1
of each year, the City Manager shall
publish the cost for connections of sewer lines in the form and format
as established by the City Manager.
(Prior Code, § 21-32) (Am. Ord. passed 1-10-1994)
§ 52.18 EXTENSIONS INSIDE CITY LIMITS.
(A) Sewer main extensions inside the city limits shall be provided in
accordance with the policy set
forth as follows.
(1) The city shall not be required to extend sewer mains to residential
structures existing as of
January 28, 1979, should that extension require the installation of
individual lift stations or should ten or
fewer existing residential structures require the construction of a
lift station. Service requests falling within the above exclusion shall
be considered on an individual basis.
(2) (a) The owners of residential structures in existence as of January
28, 1979, and located on
property abutting on sewer mains constructed under the terms of this
chapter, shall upon connection to the sewer main and in addition to
any other fees established by the city, be required to pay 25% of the
front foot cost of the line abutting their property.
(b) For the purpose of this section, the following definition shall
apply unless the context clearly indicates or requires a different meaning.
FRONT FOOT COST. All costs of construction, engineering,
and right-of-way acquisition divided by the amount of front footage
of the property abutting upon and served by the sewer main.
(3) Owners of property, upon which a structure requiring sewage disposal
service is located,
abutting on a sewer main constructed in accordance with the terms hereof,
shall connect to the sewer main within 60 days after the sewer main
is available for connection, all as provided in § 52.15 of this
code.
(4) Should an owner of a house existing as of January 28, 1979, subdivide
the tract upon which
that house is located, or build an additional structure requiring sewer
service, before a structure on the
additional tract or a new structure shall receive sewer service, the
city shall be paid an amount equal to
75% of front foot cost, apportioned to that tract, of installing the
sewer line, plus all required fees for sewer service connections.
(5) Residential structures constructed after January 28, 1979, on tracts
abutting the lines to be
constructed in the areas above specified, shall pay the full front foot
cost plus any standard charges such as a tap fee.
(B) The Building Official shall, whenever an application for a building
permit is made, ascertain
whether or not the building is to be served by a sewer main constructed
under this policy. If so, the builder and/or landowner shall be informed
of the cost to tap into the sewer line. The City Water and Sewer Department
shall make and retain a permanent map showing sewer lines covered by
this policy and maintain permanent records showing dates and amounts
paid by abutting property owners for sewer connections and showing the
date of the construction of the sewer line and of the cost per foot.
(C) In all areas outside the areas prescribed in this section where
a sanitary sewer is not available as
of January 28, 1979, the extension of sewer lines shall be under the
provisions of Chapter 155 of this code, regarding subdivisions.
(Prior Code, § 21-32)
§ 52.19 SERVICE OUTSIDE CITY.
No service shall be provided outside the corporate limits of the city,
unless the request for that service
is submitted to the city in writing and approved by the City Council.
(Prior Code, § 21-32)
§ 52.20 UNPOLLUTED WATER DRAINAGE.
No connections shall be made to the sewer system which allow inflow
or infiltration of storm waters
from gutters, downspouts, area drains, or storm sewers; naturally occurring
ground water; overflows or
drains from swimming pools; or other extraneous sources of unpolluted
waters.
(Prior Code, § 21-32) Penalty, see § 10.99
INDUSTRIAL WASTES
§ 52.30 RIGHT OF ENTRY TO INSPECT; CORRECTION;
TERMINATION OF SERVICE.
The approving authority bearing credentials and identification shall
be permitted to gain access to
properties as may be necessary for the purpose of inspection, observation,
measurement, sampling, and
testing, in accordance with provisions of this subchapter. Any person
found to be violating any provision of this subchapter 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. Any person guilty of violation of the service contract shall
be summarily disconnected from the sanitary sewer and/or water service.
The disconnection and re-connection would be at the total expense of
the customer. Where acids and chemicals, damaging to sewer lines or
treatment processes, are released to the sewer, causing deterioration
of these structures or interfering with proper treatment of sewage,
the approving authority is authorized to immediately terminate services
by measures as are necessary to protect the facilities.
(Prior Code, § 21-48) Penalty, see § 10.99
§ 52.31 ADMISSION OF INDUSTRIAL WASTES
INTO SEWERS; REQUIREMENTS.
(A) Approval. Review and acceptance of the approving authority
shall be obtained prior to the
discharge into the public sewers of any wastes and waters having:
(1) A five-day, 20°C biochemical oxygen demand (B.O.D.) greater
than 250 parts per million; or
(2) Suspended solids containing greater than 250 parts per million.
(B) Pretreatment. Where required, in the opinion of the approving
authority, to modify or eliminate
wastes that are harmful to the structures, processes, or operations
of the sewage disposal works, the person shall provide, at his or her
expense, those preliminary treatment or processing facilities as may
be determined necessary to render his or her wastes acceptable (with
respect to quantity and quality) for admission to the public sewers.
(C) Grease, oil, and sand interceptors. Grease, oil, and sand
interceptors shall be provided for the
proper handling of liquid wastes containing grease in excessive amounts
or any flammable wastes, sand,
and other harmful ingredients; except that these interceptors shall
not be required for private living quarters or dwellings. All interceptors
shall be of a type and capacity approved by the approving authority
and shall be located so as to be readily accessible for easy cleaning
and inspection. Grease and oil interceptors shall be constructed of
impervious materials capable of withstanding abrupt and extreme changes
in temperature. They shall be of substantial construction, water-tight,
and equipped with easily removable covers which, when bolted in place,
shall be gas-tight and water-tight. Where installed, all grease, oil,
and sand interceptors shall be maintained by the owner, at his or her
expense, in continuously efficient operation at all times.
(D) Submission of information. Plans, specifications, and any
other pertinent information relating to
proposed preliminary treatment or processing facilities shall be submitted
for approval of the approving
authority prior to the start of their construction, if the effluent
from those facilities is to be discharged into the public sewers.
(Prior Code, § 21-49)
§ 52.32 PROHIBITED DISCHARGES.
(A) No person shall discharge or cause to be discharged any storm water,
ground water, roof runoff,
subsurface drainage, downspouts, yard drains, yard fountain and ponds,
or lawn sprays into any sanitary sewer. Storm water and all other unpolluted
drainage shall be discharged to sewers as are specifically designated
as storm sewers, or to natural outlet approved by the approving authority.
In cases where, and in the opinion of the approving authority, the character
of the sewage from any manufacturer or industrial plant, building, or
other premises is such that it will damage the system, or cannot be
treated satisfactorily in the system, the approving authority shall
have the right to require the user to dispose of that waste otherwise
and prevent it from entering the system.
(B) No person shall discharge or cause to be discharged either directly
or indirectly any of the following described substances, materials,
waters, or wastes:
(1) Any liquid having a temperature higher than 150°F (65°C);
(2) Any water or wastes which content was, grease or oil, plastic, or
other substance that will solidify, or become discernibly viscous at
temperatures between 32°F and 150°F;
(3) Any solids, slurries, or viscous substances of such character 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
ashes, cinders, sand, mud, straw, shavings, metal, glass, rags, feathers,
tar, plastics, wood, whole blood, paunch manure, hair and fleshings,
entrails, lime slurry, lime residues, slops, chemical residues, paint
residues, or bulk solids;
(4) Any solids, liquids, or gases which by themselves, or by interaction
with other substances,
may cause fire or explosion hazards, or in any other way be injurious
to persons, property, or the operator of the sewage disposal works;
(5) Any garbage that has not been properly comminuted or shredded. If
properly comminuted or shredded, then it may be accepted under provisions
established in § 52.31(A) of this code;
(6) Any noxious or malodorous substance, which either singly or by interaction
with other
substances is capable of causing objectionable odors or hazard to life;
or forms solids in concentrations
exceeding limits established in § 52.31(B) of this code; or creates
any other condition deleterious to
structures or treatment processes; or requires unusual provisions, alteration,
or expense to handle those
materials;
(7) Any waters or wastes having a pH lower than six or higher than ten
or having any corrosive property capable of causing damage or hazards
to structures, equipment, or personnel of the sewage disposal works;
(8) Any wastes or water containing suspended or dissolved solids of
character and quantity so that unusual attention or expense is required
to handle those materials as the sewage treatment or in the public sewage
works;
(9) Any waters or wastes containing a toxic or poisonous substance such
as plating or heattreating
wastes in sufficient quantity to injure or interfere with any sewage
treatment process, to constitute
a hazard to humans or animals, or to create any hazard in the receiving
waters of the sewage treatment
plant;
(10) Any cyanide greater than one part per million;
(11) Any phenols greater than 0.01 parts per million;
(12) Any hydrogen sulfide greater than 0.1 parts per million;
(13) Any fluorides greater than 1.5 parts per million;
(14) Any arsenic greater than 0.05 parts per million;
(15) Any barium greater than five parts per million;
(16) Any boron greater than one part per million;
(17) Any cadmium greater than 0.02 parts per million;
(18) Any hexavalent chromium greater than one part per million;
(19) Any trivalent chromium greater than five parts per million;
(20) Any copper greater than one part per million;
(21) Any iron greater than five parts per million;
(22) Any lead greater than 0.1 parts per million;
(23) Any manganese greater than one part per million;
(24) Any mercury greater than 0.005 parts per million;
(25) Any nickel greater than one part per million;
(26) Any selenium greater than 0.02 parts per million;
(27) Any silver greater than 0.1 parts per million;
(28) Any tin greater than one part per million; or
(29) Any zinc greater than one part per million.
(C) It shall be unlawful for any person to discharge waters or wastes
to the sanitary sewer containing:
(1) Free or emulsified oil and grease exceeding, on analysis, an average
of one part per million
(8.345 pounds per 1,000,000 gallons) of either, or both, or combinations
of free or emulsified oil and
grease, if, in the opinion of the approving authority, it appears probable
that those wastes:
(a) Can deposit grease or oil in the sewer lines in a manner so as to
clog the sewers;
(b) Can overload skimming and grease-handling equipment;
(c) Are not amenable to bacterial action and will, therefore, pass to
the receiving waters without being affected by normal sewage treatment
processes; or
(d) Can have deleterious effect on the treatment process due to excessive
quantities.
(2) Any radioactive wastes greater than the allowable releases as specified
by current U.S. Bureau of Standards handbooks dealing with the handling
of and release of radioactivity;
(3) Cyanides or cyanogen compounds capable of liberating hydrocyanic
gas on acidification in excess of 0.5 parts per million by weight as
CN in the wastes from any outlet into the public sewers; or
(4) Materials which exert or cause:
(a) Unusual concentrations of solids or composition; as for example,
in total suspended solids of inert nature (such as fuller’s earth)
and/or in total dissolved solids (such as sodium chloride or sodium
sulfate);
(b) Excessive discoloration; or
(c) Unusual biochemical oxygen demand or an immediate oxygen demand.
(D) Unusual flow and concentration shall be pretreated to a concentration
acceptable to the city, if
those wastes can:
(1) Cause damage to collection facilities;
(2) Impair the processes;
(3) Incur treatment cost exceeding those of normal sewage; or
(4) Render the water unfit for stream disposal or industrial use.
(E) Where discharges of these wastes to the sanitary sewer are not properly
treated or otherwise
corrected, the approving authority may:
(1) Reject the wastes, or terminate the service of water and/or sanitary
sewer;
(2) Require control of the quantities and rates of discharge of these
wastes; or
(3) Require payment of surcharges for excessive cost for treatment,
provided the wastes are amenable to treatment by normal sewage plant
facilities operated by the city.
(Prior Code, § 21-50) Penalty, see § 10.99
§ 52.33 CONTROL OF ADMISSIBLE WASTES.
(A) Permit. Any person desiring to deposit or discharge any
industrial waste mixture into the sewers
or sewage works of the city, or any sewer connected therewith, shall
make application to the approving
authority for a permit therefor upon application forms to be obtained
from him or her.
(B) Control chambers. Any person discharging or desiring to
discharge any industrial waste mixture
into the sewers or sewage works of the city, or any sewer connected
therewith, shall provide and maintain in a suitable accessible position
on his or her premises, or the premises occupied by him or her, an inspection
chamber or manhole near the outlet of each sewer, drain, pipe, channel,
or connection, which communicates with any sewer or sewage works of
the city, or any sewer connected therewith. Each manhole or inspection
chamber shall be of a design or construction which will prevent infiltration
by ground and surface waters or introduction of slugs of solids by installation
of screens with maximum openings of one inch but of a sufficient fineness
to prevent the entrance of objectionable slugs of solids to the sanitary
sewage system and shall be so maintained by persons discharging wastes
so that any authorized representative or employee of the city may readily
and safely measure the volume and obtain samples of the flow at all
times. Plans for the construction of control manholes or inspection
chambers, including those flow-measuring devices as may or may not be
required, shall be approved by the approving authority prior to the
beginning of construction.
(C) Measurement of flow. Use of a flow meter, authorized by
the approving authority and installed
and maintained by the donor person, for direct measurement of sewage
flow entering the control chamber (division (B) above), shall be a valid
basis for computing sewage flow.
(D) Sampling of wastes. Sampling of the effluent of waste discharges
may be accomplished manually
or by the use of mechanical equipment to obtain a composite sample which
would be representative of the total effluent. Samples shall be taken
at those intervals as determined by the approving authority as
necessary to maintain a control over the discharge from the establishment.
The methods used in the
examination of all bacteriological wastes to determine suspended solids,
B.O.D., and prohibited wastes
shall be those set forth in § 52.31 of this code.
(Prior Code, § 21-51)
§ 52.34 INDUSTRIAL WASTE SURCHARGES.
(A) General.
(1) If the volume or character of the waste to be treated by the city
does not cause overloading
of the sewage collection, treatment, or disposal facilities of the city,
then prior to approval, the city and the person making the discharge
shall enter into an agreement which provides that the discharger pay
an
industrial waste charge to be determined from the schedule of charges.
(2) If the volume or character of the waste to be treated by the city
requires that wastewater
collection, treatment, or other disposal facilities of the city be improved,
expanded, or enlarged in order
to treat the waste, then prior to approval, the city and the person
making the discharge shall enter into an agreement which provides that
the discharger pay in full all added costs the city may incur due to
acceptance of the waste.
(3) The agreement entered into pursuant to division (A)(1) of this section
shall include but not be limited to:
(a) Amortization of all capital outlay for collecting and treating the
waste, including new capital outlay and the proportionate part of the
value of the existing system used in handling and treating the waste;
and
(b) Operating and maintenance costs including salaries and wages, power
costs, costs of chemicals and supplies, proper allowances for maintenance,
depreciation, overhead, and office expense.
(4) Amortization shall be completed in a 40-year period and payment
shall include all debt service costs.
(B) Schedule of charges. The method set forth in the appendix
to this chapter will be used to determine the equitable industrial waste
charge for the transportation and treatment of industrial waste by the
city. The costs associated with transportation and treatment include
the unamortized capital costs of existing facilities (as represented
by the outstanding debt on improvements completed prior to the passage
of this subchapter), facility construction costs (total cost including
Environmental Protection Agency grant), operation and maintenance costs
(including repair and replacement costs), and any other costs (for example,
site acquisition, easement costs, administrative costs, and the like).
(C) Adjustment of charges.
(1) The city shall adjust charges at least annually to reflect changes
in the characteristics of wastewater based on the results of sampling
and testing.
(2) Increases in charges shall be retroactive for two billing periods
and shall continue for six billing periods unless subsequent tests determine
that the charge should be further increased.
(3) The city shall review, at least annually, the basis for determining
charges and shall adjust the unit treatment cost in the formula to reflect
increases or decreases in wastewater treatment costs based on
the previous year’s experience.
(4) The city shall bill the discharger by the month and shall show industrial
waste charges as a
separate item on the regular bill for water and sewer charges. The discharger
shall pay monthly in
accordance with practice existing for payment of sewer charges.
(Prior Code, § 21-53)
BILLING AND COLLECTION
§ 52.45 FAILURE TO PAY BILLS.
Failure to pay monthly bills for water or sanitary sewer services when
due, or failure to pay the
established sewer charge or surcharge for industrial waste when due,
or repeated discharge of prohibited waste to the sanitary sewer shall
be sufficient cause to disconnect any and all services to the water
and sanitary sewer mains of the city, and to invoke the same penalties
and charges now or hereafter provided for by the ordinances of the city;
that is, the penalty or charge for failure to pay the bill for water
service when due shall be applicable in like manner in case of failure
to pay the established surcharge for industrial waste discharged to
the sanitary sewer mains as established in § 52.34 and the appendix
to this chapter.
(Prior Code, § 21-47) Penalty, see § 10.99
§ 52.46 BILLING OF INDUSTRIAL WASTE SURCHARGES.
Industrial waste surcharges provided for in this chapter shall be included
as a separate item on the
regular bill for water and sewer charges and shall be paid monthly in
accordance with the existing
practices. Surcharges shall be paid at the same time that the water,
sewer, and sanitation charges of the
person become due, and payment for water, sewer, and sanitation services
shall not be accepted without
payment also of sewer service charges and surcharges.
(Prior Code, § 21-54)
ABNORMAL WASTEWATER DISCHARGE; CONTROL
§ 52.60 ABNORMAL WASTEWATER DISCHARGE; REGULATIONS
APPLY.
The discharge of abnormal wastewater by a user shall be subject to approval
and possible limitation
by the authority. These discharges shall subject the user to a sewage
surcharge in accordance with this
code. Any user may be required to apply for a permit if deemed necessary
by the authority.
(Prior Code, § 21-108) (Ord. passed 2-12-1996)
§ 52.61 WASTEWATER DISCHARGE PERMITS.
(A) Significant industrial users and monitored users.
(1) All significant industrial users proposing to connect to or to discharge
to the publicly owned
treatment works (“POTW”) shall obtain a wastewater discharge
permit before connecting to or discharging to the POTW. All existing
significant industrial users connected to or discharging to the POTW
shall obtain a wastewater discharge permit.
(2) Commercial and industrial users which discharge abnormal wastewater,
which are capable
of discharging abnormal wastewater, or which do not discharge a significant
amount of regulated pollutants on a regular basis, may be classified
by the authority as monitored users and required to obtain a wastewater
discharge permit. Examples include automotive service shops, small food
processors, and photographic developing shops.
(B) Permit application. Users required by the authority to
obtain a wastewater discharge permit shall,
within 30 days of being notified of the requirement, complete and submit
an application in the form
prescribed by the authority. Proposed new significant industrial users
shall apply at least 90 days prior to connecting to or discharging to
the POTW. In support of its application, a user shall submit the following
information:
(1) Name, address, and location;
(2) SIC number according to the Standard Industrial Classification Manual,
Bureau of the Budget, 1972, as amended;
(3) Wastewater constituents and characteristics, including but not limited
to those mentioned in
this chapter, as determined by a reliable analytical laboratory. Sampling
and analysis shall be performed
in accordance with procedures established by the EPA pursuant to §
304(g) of the Act and contained in 40 C.F.R. 136, as amended;
(4) Time and duration of contribution;
(5) Average daily and maximum daily wastewater flow rates, including
daily, monthly, and seasonal variations, if any;
(6) Site plans, floor plans, mechanical and plumbing plans and details
to show all sewers, sewer connections, and the appurtenances by size,
location, and evaluation;
(7) Specific location of existing or proposed monitoring facilities
as required by this chapter;
(8) Description of activities, facilities, and plant processes on the
premises including all materials
which are or could be discharged;
(9) The nature and concentration of any pollutants in the discharge
which are limited by the city,
state, or federal pretreatment standards, and a statement regarding
whether the pretreatment standards are being met on a consistent basis
and, if not, whether additional operation and maintenance or additional
pretreatment is required for the user to meet applicable pretreatment
standards;
(10) If additional pretreatment or operation and maintenance will be
required to meet the
pretreatment standards, the shortest schedule by which the user will
provide the additional pretreatment. The completion date in this schedule
shall not be later than the compliance date established for the applicable
pretreatment standard. The following conditions shall apply to this
schedule:
(a) The schedule shall contain dates for the commencement and completion
of major events
in the planning, construction, and operation of additional pretreatment
required for the user to meet its
applicable pretreatment standards (e.g., hiring an engineer, completing
preliminary plans, completing final plans, executing contract for major
components, commencing construction, completing construction, and the
like);
(b) No increment referred to in division (B)(10)(a) above shall exceed
nine months; and
(c) Not later than 14 days following each date in the schedule and the
final date for compliance, the user shall submit a progress report to
the authority including, at a minimum, whether it complied with the
schedule date and, if not, the date on which it expects to comply with
the schedule date, the reason for delay, and the steps being taken by
the user to return the construction to the schedule established. In
no event shall more than nine months elapse between progress reports
to the authority.
(11) Each product produced by type, amount, process or processes, and
rate of production;
(12) Type and amount of raw materials processed (average and maximum
per day);
(13) Number and type of employees, hours of operation of plant, and
proposed or actual hours of
operation of pretreatment system;
(14) Any other information as may be deemed by the authority to be necessary
to evaluate the
permit application; and
(15) All wastewater discharge permit applications and user reports shall
contain the following certification statement and shall be signed by
an authorized representative of the user: “I certify under penalty
of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure
that qualified personnel properly gathered and evaluated the information
submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information,
the information submitted is to the best of my knowledge and belief,
true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility
of fine and imprisonment for knowingly doing so.”
(C) Permit issuance. The authority will evaluate the data furnished
by the user, and may require
additional information. After evaluation and acceptance of the data
furnished, the authority may issue a
wastewater discharge permit subject to the terms and conditions provided
herein, and shall charge the user a fee as may be established from time
to time by resolution of the City Council.
(D) Permit conditions. Wastewater discharge permits shall be expressly
subject to all provisions of
this chapter and user charges and fees established by the city. Permits
may contain the following:
(1) Limits on the average and maximum wastewater constituents and characteristics;
(2) Limits on average and maximum rate and time of discharge or requirements
for flow regulation and equalization;
(3) Requirements for the installation and maintenance of inspection
and sampling facilities, and access thereto by the authority;
(4) Location of approved discharge points;
(5) Specifications for self-monitoring programs which may include sampling
locations, frequency of sampling, number, types, and standards for tests,
and reporting schedule;
(6) Compliance schedules and associated progress reporting requirements;
(7) Requirements for submission of technical reports or discharge reports;
(8) Requirements for maintaining and retaining records relating to wastewater
discharge as required by this chapter and affording the authority access
thereto;
(9) Requirements for the user to report in writing any new introduction
of wastewater constituents, any change greater than 20% in flow or in
concentrations of wastewater constituents, changes in the schedule of
batch discharges, and any plans for the installation of new processes;
(10) Statement of nontransferability;
(11) Requirements for notification of the authority in cases of accidental
or slug discharge as required by any section of this chapter;
(12) Statement of applicable civil and criminal penalties for violation
of pretreatment standards
and requirements;
(13) Other conditions as deemed appropriate by the authority to ensure
POTW compliance with
wastewater disposal contracts and to ensure user compliance with this
chapter. These conditions may
include:
(a) More stringent limitations on pollutant concentrations set forth
in this code of ordinances;
(b) Limitation on the concentration of B.O.D., T.S.S., or other pollutants;
and
(c) The halting of specific discharges to the building sewer.
(14) The authority may impose mass limitations on a user which is using
dilution to meet applicable pretreatment standards or requirements,
or in other cases where the imposition of mass limitations are appropriate.
In such cases, the report required by § 52.62(C) of this code shall
indicate the mass of pollutants in the effluent of the user which are
regulated by pretreatment standards.
(E) Permit duration. Permits shall be issued for a specified
time period, not to exceed five years. A
permit may be issued for a period less than a year and may be stated
to expire on a specific date. The terms and conditions of the permit
shall be subject to modification by the authority according to the following
division (F) during the term of the permit. The user shall be informed
of any proposed changes in its permit at least 30 days prior to the
effective date of change.
(F) Permit modification. The authority may modify a permit
for good cause, including but not limited
to the following:
(1) To incorporate any new or revised federal, state, or local pretreatment
standards or requirements. With the promulgation of a categorical pretreatment
standard, the permit shall be revised to require compliance with that
standard within the time frame prescribed, if the user is subject to
that standard;
(2) Material or substantial alterations or additions to the user’s
operation processes, or discharge
volume or character which were not considered in drafting the effective
permit;
(3) A change in any condition on the part of the user or the POTW that
requires either a temporary or permanent reduction or elimination of
the authorized discharge;
(4) Information indicating that the permitted discharge poses a threat
to the city or POTW collection and treatment systems, city or POTW personnel,
or the receiving waters;
(5) Violation of any terms or conditions of the permit;
(6) Misrepresentation or failure to disclose fully all relevant facts
in the permit application or any
required reporting;
(7) Revision to include a variance from the categorical standards pursuant
to 40 C.F.R. 403.13;
(8) To correct typographical or other errors in the permit;
(9) To reflect transfer of the facility ownership or operation to a
new owner or operation; or
(10) (a) Upon request of the permittee, provided the request does not
create a violation of any
applicable requirements, standards, laws, or rules and regulations.
(b) The filing of a request by the permittee for permit modification,
revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition.
(G) Permit transfer. Wastewater discharge permits are issued
to a specific user for a specific
operation. A wastewater discharge permit shall not be reassigned or
transferred or sold to a new owner,
new user, different premises, or a new or changed operation without
the approval of the authority.
(H) Extrajurisdictional users.
(1) Any significant industrial user or monitored user located beyond
the corporate limits of the
city shall submit a wastewater discharge permit application in accordance
with this section and obtain a
permit. The significant industrial users located beyond the city limits
shall submit the application to the
authority 90 days prior to any proposed discharge into the POTW.
(2) Division (H)(1) above shall not apply to users in neighboring jurisdictions
which have an agreement with the city for access to the POTW requiring
those jurisdictions to implement and enforce pretreatment program requirements.
The city may enter into an agreement with the neighboring jurisdiction
in which a significant industrial user is located to provide for the
implementation and enforcement of pretreatment program requirements
against that user.
(I) Denial; appeals. Any person, including the applicant, may
petition the city to reconsider the terms of a wastewater discharge
permit within 30 days of its issuance or denial.
(1) Failure to submit a timely petition for review shall be deemed to
be a waiver of the administrative appeal.
(2) In its petition, the appealing party must indicate the wastewater
discharge permit provisions objected to, the reasons for this objection,
and the alternative condition, if any, it seeks to place in the wastewater
discharge permit.
(3) The effectiveness of the wastewater discharge permit shall not be
stayed pending the appeal.
(4) If the city fails to act within 30 days, a request for reconsideration
shall be deemed to be denied. Decisions not to reconsider a wastewater
discharge permit, not to issue a wastewater discharge
permit, or not to modify a wastewater permit shall be considered final
administrative action for purposes of judicial review.
(Prior Code, § 21-100) (Ord. passed 2-12-1996) Penalty, see §
10.99
§ 52.62 REPORTING AND NOTIFICATION REQUIREMENTS.
(A) Baseline report. Within 180 days following the effective
date for new or revised categorica
pretreatment standards, or at least 90 days prior to commencement of
the introduction of wastewater into the POTW by a new user, any user
subject to a categorical pretreatment standard shall submit to the authority
a report (in a form provided by the authority), indicating the nature
and concentration of all
prohibited or regulated substances contained in its discharge, and the
average and maximum daily flow
in gallons. The report shall state whether the applicable categorical
pretreatment standards are being met on a consistent basis and, if not,
what additional operation and maintenance or pretreatment is necessary
to bring the discharge into compliance with the applicable categorical
pretreatment standards. This report shall be signed by an authorized
representative of the user and certified by a qualified professional
as stated in 40 C.F.R. 403.12(b)(6).
(B) Ninety-day compliance report. Within 90 days following
the date for final compliance by a user
with applicable categorical pretreatment standards or within 90 days
following commencement of the
introduction of wastewater into the POTW by a new user, any user subject
to categorical pretreatment
standards shall submit to the authority a report indicating the nature
and concentration of all prohibited or regulated substances contained
in its discharge, and the average and maximum daily flow in gallons.
The report shall state whether the applicable categorical pretreatment
standards or requirements are being met on a consistent basis and, if
not, what additional operation and maintenance or pretreatment is necessary
to bring the discharge into compliance with the applicable categorical
pretreatment standards or requirements. This report shall be signed
by an authorized representative of a user.
(C) Periodic compliance reports.
(1) Any user subject to categorical pretreatment standards shall submit
to the authority a report
indicating the nature and concentration of prohibited or regulated substances
in its wastewater which are limited by pretreatment standards. These
reports shall be based on sampling and analysis performed in accordance
with permit requirements. Reports are required after the compliance
date of such a categorical pretreatment standard, or in the case of
a new user, after commencement of the discharge, and are to be submitted
during the months of July and January of each year, or more frequently
if required by the authority.
(2) In addition, where applicable, this report shall include a record
of all measured or estimated
average and maximum daily flows. Flows shall be reported on the basis
of actual measurement; provided, however, where cost or feasibility
considerations justify, the authority may accept reports of average
and maximum flows estimated by verifiable techniques. The authority,
taking into consideration extenuating factors, may authorize the submission
of these reports for months other than those specified above.
(D) Reporting additional monitoring. If a user subject to the
reporting requirements of this section
monitors any pollutant more frequently than required by the authority
using the procedures prescribed in
§ 52.65 of this code, the results of this monitoring shall be included
in the report.
(E) Noncategorical significant industrial user reporting. Noncategorical
significant industrial users
shall submit to the authority at least once every six months (on dates
specified by the authority) a
description of the nature, concentration, and flow of the pollutants
required to be reported by the authority. These reports shall be based
on sampling and analysis may be performed in the period covered by the
report, and performed in accordance with the techniques described in
§ 52.65 of this code. This sampling and analysis may be performed
by the authority instead of the noncategorical significant industrial
user.
(F) Required notifications to the authority. A user shall report
the following to the authority:
(1) If sampling performed by a user indicates a violation, the user
shall notify the authority within 24 hours of becoming aware of the
violation. The user shall also repeat the sampling and analysis and
submit the results of the repeat analysis to the authority within 30
days after becoming aware of the violation. The user is not required
to resample if the authority performs sampling between the user’s
initial sampling and its receipt of the results of the sampling;
(2) A user shall notify the authority of any significant changes to
the user’s operations or discharge which might alter the nature,
quality, or volume of its wastewater. Unless approved by the authority,
notification shall be made at least 30 days before the change. The authority
may deny or condition new or increased dischargers of pollutants or
changes in the nature of pollutants to the POTW by users, where the
discharges do not meet applicable pretreatment standards and requirements
or where the discharges would cause interference to the POTW;
(3) A user which experiences an upset shall inform the authority within
24 hours of becoming aware of the commencement of the upset. When this
information is given orally, the user shall also file a written report
within five working days. The report shall specify:
(a) A description of the discharge and cause of noncompliance;
(b) The period of noncompliance, including the exact dates and times
it started and ended, or if it has not yet been corrected, the time
by which compliance is reasonably expected to occur; and
(c) All steps taken or planned by the user to reduce, eliminate, and
prevent recurrence of the noncompliance.
(4) Hazardous waste discharges as specified in this code of ordinances;
(5) Any bypass as specified in this code of ordinances; and
(6) Accidental or slug discharges as specified in this code of ordinances.
(G) Signatory requirement for reporting. All user reports shall
contain the following certification
statement and shall be signed by an authorized representative of the
user: “I certify under penalty of law that this document and all
attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered
and evaluated the information submitted. Based on my inquiry of the
person or persons who manage the system or those persons directly responsible
for gathering the information, the information submitted is, to the
best of my knowledge and belief, true, accurate, and complete. I am
aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowingly doing
so.”
(Prior Code, § 21-101) (Ord. passed 2-12-1996)
§ 52.63 SAMPLING AND MONITORING FACILITIES.
(A) The authority may require to be provided and operated at the user’s
own expense, monitoring
facilities to allow inspection, sampling, and flow measurement of the
building sewer and internal drainage systems. The monitoring facility
should normally be situated on the user’s premises, and located
so that it will not be obstructed by landscaping or vehicles. The city
may, when such a location would be impractical or cause undue hardship
on the user, allow the facility to be constructed in the public street
or sidewalk area.
(B) There shall be ample room in or near the sampling manhole or facility
to allow accurate sampling
and preparation of samples for analysis. The facility, sampling, and
measuring equipment shall be
maintained at all times in a safe and proper operating condition at
the expense of the user.
(C) Whether constructed on public or private property, the sampling
and monitoring facilities shall
be provided in accordance with the authority’s requirements and
all applicable local construction standards and specifications. Construction
shall be completed within 30 days following written authorization to
begin by the authority.
(Prior Code, § 21-102) (Ord. passed 2-12-1996)
§ 52.64 RIGHT OF ENTRY; INSPECTION AND
MONITORING.
(A) The authority may inspect the facilities of any user to determine
compliance with the requirements
of this chapter. The user shall allow the authority or its representatives
to enter upon the premises of the
user at all reasonable hours for the purposes of inspection, sampling,
flow measurement, or examination
of records. All reports and records related to the provisions of this
chapter shall be made available for
copying and inspection by the authority.
(B) The authority shall have the right to set upon the user’s
property those devices as are necessary
to conduct sampling, inspection, compliance monitoring, and metering
or measuring operations.
(C) All industrial waste and wastewater discharged or deposited into
the POTW shall be subject to
periodic inspection and sampling as often as may be deemed necessary
by the authority. Should a user
desire that monitoring be performed at some time other than that scheduled
by the authority, this special
scheduling may be made by the authority at the expense of the user or
person.
(D) The inspectors, agents, or representatives of the authority charged
with the enforcement of this
section shall be deemed to be performing a governmental function for
the benefit, health, and welfare of
the general public.
(Prior Code, § 21-103) (Ord. passed 2-12-1996)
§ 52.65 SAMPLING AND ANALYSIS METHODS.
All analyses required by this chapter shall be performed in accordance
with procedures contained in
40 C.F.R. 136 and amendments thereto, or with any other test procedures
approved by the Administrator. Sampling shall be performed in accordance
with the techniques approved by the EPA. Where 40 C.F.R. 136 does not
include sampling or analytical techniques for the pollutants in question,
or if the EPA determines that the 40 C.F.R. 136 techniques are inappropriate
for the pollutant in question, sampling and analyses shall be performed
using validated analytical methods, or any other sampling and analytical
procedures, including procedures suggested by the POTW or other parties,
and approved by the EPA.
(Prior Code, § 21-104) (Ord. passed 2-12-1996)
§ 52.66 PRETREATMENT.
(A) Users shall provide necessary wastewater pretreatment as required
to comply with this chapter
and shall achieve compliance with all categorical pretreatment standards
within the time limitations as
specified by pretreatment requirements. Any facilities required to treat
wastewater to a level acceptable
to the authority shall be provided, operated, and maintained at the
user’s expense.
(B) Detailed plans showing pretreatment facility and operating procedures
shall be submitted to the
authority for review and must be acceptable to the authority before
commencement of construction of the facility. The review of the plans
and operating procedures will in no way relieve the user from the
responsibility of modifying the facility as necessary to produce a discharge
acceptable to the authority
under the provisions of this chapter.
(C) Any subsequent changes in the pretreatment facilities or method
of operation shall be reported
to and be acceptable to the authority prior to the user’s initiation
of the changes.
(Prior Code, § 21-105) (Ord. passed 2-12-1996)
§ 52.67 RECORDS RETENTION.
(A) All records relating to compliance with this chapter shall be made
available to the authority upon
request. All users subject to this chapter shall retain and preserve
for no less than three years, all such
records, books, documents, memoranda, reports, correspondence, and any
and all summaries thereof,
relating to monitoring, sampling, and chemical analyses made by or on
behalf of the user. Users shall
retain records of all monitoring information, including all calibration
and maintenance records, all original
strip chart recordings for continuous monitoring instrumentation, copies
of all reports required by this
permit, and records of all data used to complete the application for
permit.
(B) All records which pertain to matters which are the subject of any
enforcement or litigation
activities brought by the authority shall be retained and preserved
by the user until all enforcement
activities have concluded and all periods of limitation for appeals
have expired.
(Prior Code, § 21-106) (Ord. passed 2-12-1996)
§ 52.68 CONFIDENTIAL INFORMATION.
(A) Information and data on a user obtained from reports, questionnaires,
permit applications, permits,
monitoring programs, and inspections shall be available to the public
or other governmental agency
without restriction unless otherwise protected by law. Wastewater constituents
and characteristics will not be recognized as confidential information.
(B) When requested by the person furnishing a report, the portions of
a report which might disclose
trade secrets or secret processes shall not be made available for inspection
by the public but shall be made available upon request to governmental
agencies for uses related to this chapter, the city’s contracts
for wastewater disposal, state disposal system permit, and pretreatment
standards or requirements; provided, however, that those portions of
a report shall be available for use by the state or any state agency
in judicial review or enforcement proceedings involving the person furnishing
the report.
(Prior Code, § 21-107) (Ord. passed 2-12-1996)
APPENDIX: SCHEDULE OF INDUSTRIAL WASTE SURCHARGES
(A) Generalized formula for computing industrial waste charges.
(1) The following is the generalized formula for computing industrial
waste charges. The principle applies equally well with additional terms
(e.g., chlorine feed rates).
Ci = v0Vi + b0Bi = s0Si
Where:
b0 = Unit cost of treatment chargeable to B.O.D., in dollars per pound;
Bi = Amount of B.O.D. from industrial users, in pounds per year;
Ci = Charge to industrial user per year, in dollars;
s0 = Unit cost of treatment (including sludge treatment) chargeable
to S.S., in dollars per pound;
Si = Amount of S.S. from industrial users, in pounds per year;
v0 = Unit cost of transport and treatment chargeable to volume, in dollars
per 1,000 gallons; and
Vi = Volume of wastewater from industrial users, in pounds per year.
(2) Example: The secondary treatment plant serving a municipality is
enlarged from 2,000,000
gallons per day to 6,000,000 gallons per day. Anticipated loading at
the completion of the project: volume
= 3.6 MGD; B.O.D. = 7,300 pounds/day; and S.S. = 9,800 pounds/day.
(a) Computation of costs.
New project cost: $1,200,000
Plus capital cost of existing facility (debt): + $260,000
Total capital cost: $1,460,000
Less excess capacity portion (40% x $1,460,000): - $584,000
Cost of utilized portion: $876,000
Times capital recovery factor (40 yrs. at 5%): x 0.0583
Uniform annual payment: $51,000
Plus estimated O&M: + $74,400
Total annual treatment cost: $125,400
(b) Use allocation percentages.
| |
Capital Cost |
Operations and Maintenance |
| B.O.D. |
45% |
35% |
| S.S. |
15% |
40% |
| Volume |
40% |
25% |
(c) Allocated cost.
| |
Capital |
Operations and Maintenance |
Total |
| |
Allocation |
Cost |
Allocation |
Cost |
| B.O.D. |
45% |
$22,950 |
35% |
$26,040 |
$48,990 |
| S.S. |
15% |
$7,650 |
40% |
$29,760 |
$37,410 |
| Volume |
40% |
$20,400 |
25% |
$18,600 |
$39,000 |
| Total |
100% |
$51,000 |
100% |
$74,400 |
$125,400 |
(d) Calculation of unit costs.
| |
Annual Loading |
Treatment Cost |
Unit Cost |
| B.O.D. |
2,664,500 lbs. |
$48,990 |
0.0184/lb. |
| S.S. |
3,577,000 lbs. |
$37,410 |
0.0105/lb |
| Volume |
1,314 MG |
$39,000 |
29.68/MG |
(B) Industrial waste charge formula for municipality.
(1) (a) b0 = 0.0184 per pound B.O.D.;
(b) s0 = 0.0105 per pound S.S.; and
(c) v0 = 0.0297 per 1,000 gallons.
(2) Assume industry discharges.
(3) 150,000 gallons per month of 500 mg per liter B.O.D. and 300 mg
per liter S.S. wastewater.
(4) Monthly charge:
Ci = (250 x 0.0297) + (1042.516 x 0.0184) + (625.5 pounds x 0.0105)
= 7.43 + 19.18 + 6.57
= $33.18
(Prior Code, § 21-53)
Cross-reference:
Industrial waste surcharges, see § 52.34
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