[R.O. 2017 § 700.210; Ord. No. 04-40 § 3-1, 10-19-2004]
No person shall discharge anything
other than wastewater to the POTW. Any connection, drain or arrangement
which will permit any other water to enter the POTW shall be deemed
to be a violation of this Chapter.
[R.O. 2017 § 700.220; Ord. No. 04-40 § 3-2, 10-19-2004]
A. These general restrictions apply to all
users of the POTW whether or not the user is subject to National Categorical
Pretreatment Standards or any other National, State or local pretreatment
standards or requirements.
B. No person shall contribute or cause to
be contributed, directly or indirectly, any pollutant or wastewater
which acting alone or in conjunction with other substances present
in the POTW interferes with the operation or performance of the POTW
or which causes or contributes to interference or pass-through. A
person shall not contribute substances to the POTW which may:
1.
Create a fire or explosion hazard
including, but not limited to, gasoline, benzene, naphtha, fuel oil
or other flammable or explosive liquids, solids or gases with a closed
cup flash point of less than one hundred forty degrees Fahrenheit
(140° F.) [sixty degrees Celsius (60° C.)] (the RCRA ignitability
standard for liquid characteristic waste) using the test methods specified
in 40 CFR 261.21. At no time shall two (2) successive readings over
a one-hour period on any explosion hazard meter, at the point of discharge
into the POTW, or at any point in the POTW, be more than five percent
(5%) nor shall any single reading be over ten percent (10%) of the
lower explosive limit (LEL).
2.
Cause corrosive damage or hazard
to structures, equipment or personnel of the POTW. In no case shall
the discharges have a pH lower than five point zero (5.0) or higher
than twelve point five (12.5).
3.
Cause obstruction to the flow in
the POTW or other interference with the operation of the wastewater
facilities due to accumulation of solid or viscous material such as,
but not limited to, grease, garbage with particles greater than one-half
(1/2) inch in any dimensions, animal tissues, paunch manure, bones,
hair, hides or fleshings, entrails, blood, feathers, ashes, cinders,
sand, spent lime, stone or marble dust, metal, glass, straw, shavings,
rags, plastics, tar, asphalt, residues from refining or processing
of fuel or lubricating oil, mud or glass grinding or polishing wastes.
4.
Constitute a rate of discharge sufficient
to cause interference with the operation and performance of POTW.
5.
Contain heat in amounts which will
inhibit biological activity of the POTW treatment plant. In no case
shall the temperature of the point of connection to the POTW exceed
one hundred fifty degrees Fahrenheit (150° F.) [sixty-five degrees
Celsius (65° C.)] or cause the temperature at the treatment plant
influent to exceed one hundred four degrees Fahrenheit (104° F.)
[forty degrees Celsius (40° C.)].
6.
Contain any garbage that has not
been properly shredded.
7.
Contain petroleum oil, non-biodegradable
cutting oil or products of mineral oil origin in amounts that will
cause interference or pass-through.
8.
Contain any noxious or malodorous
liquids, gases or solids which either singly or by intersection with
other wastes are sufficient to create a public nuisance or hazard
to life and property or that result in toxic gases, vapors and fumes
in a quantity that may cause acute worker health and safety problems.
9.
Contain radioactive waste or isotopes
of such half-life or concentration as may exceed limits defined by
applicable State and Federal regulations.
10.
Contain any odor- or color-producing
substances exceeding concentration limits which may be established
by the Director of Public Works for the purpose of meeting the POTW's
NPDES permit.
11.
Contain any substances which may
cause the POTW's effluent or any product of the POTW, such as residues,
sludges or scums, to be unsuitable for reclamation and reuse or interfere
with the reclamation process where the POTW is pursuing a reuse and
reclamation program.
12.
Contain toxic pollutants in sufficient
quantity to injure or interfere with the wastewater treatment process,
constitute a hazard to humans or other life forms, create a toxic
effect in the receiving waters of the POTW, or exceed the limitation
set forth in an applicable categorical pretreatment standard.
13.
Contain compatible pollutants of
such concentration, quantity or rate of discharge that the POTW treatment
efficiency is impaired or unusual attention or expense is required
to handle such materials in the POTW.
14.
Contain fats, oils or grease of animal
or vegetable origin greater than one hundred (100) milligrams per
liter that will cause interference or pass-through.
15.
Contain any trucked or hauled pollutants, except at points and times designated by the Director in accordance with Sections
700.170 and
700.180.
16.
Contain any medical wastes, except
as specifically authorized by the Director.
17.
Contain pollutants, including oxygen
demanding pollutants (BOD5, etc. ), released
in a discharge at a flow rate and/or pollutant concentration which,
either singly or by interaction with other pollutants, will cause
interference with the POTW.
18.
Contain stormwater, surface water,
groundwater, well water, roof runoff, subsurface drainage, swimming
pool drainage, condensate, deionized water, cooling water and unpolluted
wastewater, unless specifically authorized by the Director.
19.
Contain sludges, screenings or other
residues from the pretreatment of industrial wastes.
20.
Contain wastewater causing, alone
or in conjunction with other sources, the treatment plant's effluent
to fail a toxicity test.
21.
Contain detergents, surface-active
agents or other substances which may cause excessive foaming in the
POTW.
[R.O. 2017 § 700.230; Ord. No. 04-40 § 3-3, 10-19-2004]
A. Southwest Wastewater Treatment Plant Local
Discharge Limitations. Local discharge limitations for specific pollutants
listed in this table are established to protect against pass-through
and interference. No person shall discharge wastewater containing
in excess of the following instantaneous maximum allowable discharge
limits:
Parameters
|
mg/l
|
---|
Aluminum, dissolved (Al)
|
*
|
Antimony (Sb)
|
*
|
Arsenic (As)
|
0.51
|
Barium (Ba)
|
*
|
Beryllium (Be)
|
*
|
Boron (B)
|
*
|
Cadmium (Cd)
|
0.13
|
Chromium, total (Cr)
|
2.91
|
Chromium, hexavalent (Cr 6+)
|
*
|
Cobalt (Co)
|
*
|
Copper (Cu)
|
2.44
|
Cyanide (CN)
|
0.33
|
Fluoride (F)
|
*
|
Iron (Fe)
|
*
|
Lead (Pb)
|
0.53
|
Manganese (Mn)
|
*
|
Mercury (Hg)
|
0.02
|
Nickel (Ni)
|
5.79
|
Phenols
|
*
|
Selenium (Se)
|
*
|
Silver (Ag)
|
*
|
Thallium (Tl)
|
*
|
Zinc (Zn)
|
6.54
|
Total Kjeldahl nitrogen (TKN)
|
*
|
Ammonia (NH3-N)
|
*
|
Oil and grease (animal and/or vegetable)
|
100
|
Total toxic organics (TTO)
|
*
|
Total Dissolved Solids
|
*
|
Temperature, maximum (degrees in
Fahrenheit)
|
150
|
pH, maximum (pH units)
|
12.5
|
pH, minimum (pH units)
|
5.0
|
Biochemical oxygen demand (BOD5)
|
*
|
Chemical oxygen demand (COD)
|
*
|
Suspended solids (NFR)
|
*
|
Flow (MGD)
|
*
|
Flash point, not less than (degrees
in Fahrenheit)
|
140
|
NOTES:
|
---|
|
The above limits apply at the point
where wastewater is discharged to the POTW. All concentrations for
metallic substances are for "total" metal unless indicated otherwise.
|
|
* No discharge limit is currently
warranted for these parameters. The Director reserves the right, however,
to establish a discharge limit as the need occurs.
|
B. Northwest Wastewater Treatment Plant Local
Discharge Limits. Local discharge limitations for specific pollutants
listed in this table are established to protect against pass-through
and interference. No person shall discharge wastewater containing
in excess of the following instantaneous maximum allowable discharge
limits:
Parameters
|
mg/l
|
---|
Aluminum, dissolved (A1)
|
*
|
Antimony (Sb)
|
*
|
Arsenic (As)
|
0.85
|
Barium (Ba)
|
*
|
Beryllium (Be)
|
*
|
Boron (B)
|
*
|
Cadmium (Cd)
|
0.86
|
Chromium, total (Cr)
|
5.43
|
Chromium, hexavalent (Cr 6+)
|
*
|
Cobalt (Co)
|
*
|
Copper (Cu)
|
1.89
|
Cyanide (CN)
|
0.31
|
Fluoride (F)
|
*
|
Iron (Fe)
|
*
|
Lead (Pb)
|
0.95
|
Manganese (Mn)
|
*
|
Mercury (Hg)
|
0.05
|
Nickel (Ni)
|
19.85
|
Phenols
|
*
|
Selenium (Se)
|
*
|
Silver (Ag)
|
*
|
Thallium (Tl)
|
*
|
Zinc (Zn)
|
10.60
|
Total Kjeldahl nitrogen (TKN)
|
*
|
Ammonia (NH3-N)
|
*
|
Oil and grease (animal and/or vegetable)
|
100
|
Total toxic organics (TTO)
|
*
|
Total dissolved solids
|
*
|
Temperature, maximum (degrees in
Fahrenheit)
|
150
|
pH, maximum (pH units)
|
12.5
|
pH, minimum (pH units)
|
5.0
|
Biochemical oxygen demand (BOD5)
|
*
|
Chemical oxygen demand (COD)
|
*
|
Suspended solids (NFR)
|
*
|
Flow (MGD)
|
*
|
Flash point, not less than (degrees
in Fahrenheit)
|
140
|
NOTES:
|
---|
|
The above limits apply at the point
where wastewater is discharged to the POTW. All concentrations for
metallic substances are for "total" metal unless indicated otherwise.
|
|
* No discharge limit is currently
warranted for these parameters. The Director reserves the right, however,
to establish a discharge limit as the need occurs.
|
C. If, in establishing discharge restrictions,
discharge limits or pretreatment standards pursuant to this Chapter,
the Director establishes limits to be met by a user, the Director,
in lieu of concentration limits, may establish mass limits of comparable
stringency for an individual user at the request of such user.
D. Where process effluent is mixed prior to
treatment with wastewaters other than those generated by the categorical
regulated process, fixed alternative discharge limits may be derived
in accordance with 40 CFR 403.6(e), combined waste stream formula.
E. Categorical pretreatment standards may
be adjusted to reflect the presence of pollutants in an industrial
user's intake water in accordance with 40 CFR 403.15, net/gross calculation.
[R.O. 2017 § 700.240; Ord. No. 04-40 § 3-4, 10-19-2004]
A. No user subject to an applicable Federal
Categorical Pretreatment Standard or any other National, State or
local pretreatment standard or requirement shall discharge or cause
to be discharged to the POTW wastewater containing substances in excess
of the quantity prescribed unless otherwise provided in this Section.
B. Upon application by a user, the Director
may revise any limitations on substances specified in the applicable
pretreatment standards to reflect removal of the substances by the
wastewater treatment facility. EPA approval is required before removal
credits may be granted by the Director. The revised discharge limit
for specified substances shall be derived in accordance with 40 CFR
403.7 and 403.11.
C. Upon application by a user, the Director
may adjust any limitations on substances specified in the applicable
pretreatment standards to consider factors relating to such persons
which are fundamentally different from the factors considered by EPA
during the development of the pretreatment standards. Request for
and determinations of a fundamentally different factor adjustment
shall be in accordance with 40 CFR 403.13.
D. The Director shall notify any user affected
by the provisions of this Section and shall establish an enforceable
compliance schedule for each.
[R.O. 2017 § 700.250; Ord. No. 04-40 § 3-5, 10-19-2004]
State pretreatment standards located
at 10 CSR 20-6.100 are hereby incorporated.
[R.O. 2017 § 700.260; Ord. No. 04-40 § 3-6, 10-19-2004]
Nothing in this Chapter shall be
construed as preventing any special agreement or arrangement between
the City and any user of the POTW, whose wastewater discharge is not
subject to State or Federal regulations, whereby wastewater of unusual
strength or character is accepted into the system and specially treated
subject to any payments or user charges as may be applicable.
[R.O. 2017 § 700.270; Ord. No. 04-40 § 3-7, 10-19-2004]
No user shall increase the use of
process water or in any way attempt to dilute a discharge as a partial
or complete substitute for adequate treatment to achieve compliance
with the limitations contained in applicable standards or any other
specific pollutant limitation developed by the City and State.
[R.O. 2017 § 700.280; Ord. No. 04-40 § 3-8, 10-19-2004]
A. The Director may require any industrial
user to develop and implement an accidental discharge/ slug control
plan. At least once every two (2) years the Director shall evaluate
whether each significant industrial user needs such a plan. Any industrial
user required to develop and implement an accidental discharge/slug
control plan shall submit a plan which addresses, at a minimum, the
following:
1.
Description of discharge practices,
including non-routine batch discharges.
2.
Description of stored chemicals.
3.
Procedures for immediately notifying the POTW of any accidental or slug discharge. Such notification must also be given for any discharge which would violate any of the restricted discharges in Section
700.220, with procedures for follow-up written notification within five (5) days.
4.
Procedures to prevent adverse impact
from any accidental or slug discharge. Such procedures include, but
are not limited to, inspection and maintenance of storage areas, handling
and transfer of material, loading and unloading operations, control
of plant site runoff, worker training, building of containment structures
or equipment, measures for containing toxic organic pollutants, including
solvents, and/or measures and equipment for emergency responses.
[R.O. 2017 § 700.290; Ord. No. 04-40 § 3-9, 10-19-2004]
A. Any user who commences the discharge of hazardous waste shall notify the POTW, the EPA Regional Waste Management Division Director and State hazardous waste authorities, in writing, of any discharge into the POTW of a substance which, if otherwise disposed of, would be a hazardous waste under 40 CFR 261. Such notification must include the name of the hazardous waste as set forth in 40 CFR 261, the EPA hazardous waste number and the type of discharge (continuous, batch or other). If the user discharges more than one hundred (100) kilograms of such waste per calendar month to the POTW, the notification also shall contain the following information to the extent such information is known and readily available to the user: an identification of the hazardous constituents contained in the wastes, an estimation of the mass and concentration of such constituents in the waste stream discharged during that calendar month, and an estimation of the mass of constituents in the waste stream expected to be discharged during the following twelve (12) months. All notifications must take place no later than one hundred eighty (180) days after the discharge commences. Any notification under this Subsection needs to be submitted only once for each hazardous waste discharged. However, notifications of changed conditions must be submitted under Section
700.310. The notification requirement in this Section does not apply to pollutants already reported by users subject to categorical pretreatment standards under the self-monitoring requirements of Subsections
(A),
(C) and
(D) of Section
700.310.
B. Dischargers are exempt from the requirements of Subsection
(A) of this Section during a calendar month in which they discharge no more than fifteen (15) kilograms of hazardous wastes, unless the wastes are acute hazardous wastes as specified in 40 CFR 261.30(d) and 261.33(e). Discharge of more than fifteen (15) kilograms of non-acute hazardous wastes in a calendar month, or of any quantity of acute hazardous wastes as specified in 40 CFR 261.30(d) and 261.33(e), requires a one-time notification. Subsequent months during which the user discharges more than such quantities of any hazardous waste do not require additional notification.
C. In the case of a new regulations under
Section 12001 of RCRA identifying additional characteristics of hazardous waste
or listing any additional substance as a hazardous waste, the user
must notify the Director, the EPA Regional Waste Management Division
Director and State hazardous waste authorities of the discharge of
such substance within ninety (90) days of the effective date of such
regulations.
D. In the case of any notification made under
this Section, the user shall certify that it has a program in place
to reduce the volume and toxicity of hazardous wastes generated to
the degree it has determined to be economically practical.
E. This Section does not create a right to
discharge any substance not otherwise permitted to be discharged by
this Chapter, a permit issued thereunder or any applicable Federal
or State law.
[R.O. 2017 § 700.295; Ord. No. 05-28 §§ 1 — 7, 10-18-2005]
A. Purpose. This Section is intended to ensure
to the extent possible that the operating cost of lift stations and
force mains will not be subsidized by users of the sewer system who
are outside the area served by the force main and lift station. Due
to the higher operating costs and the environmental problems that
can occur with the operation of lift stations and force mains, the
City has determined that construction of such facilities should occur
under the limited circumstances described in this Section.
B. Definitions. As used in this Section, the
following terms shall have these prescribed meanings:
INCREMENTAL COST TO CONSTRUCT GRAVITY SEWERS
The cost per square foot, which needs to be collected so
that after ten (10) years sufficient funds are available to build
gravity sewers to replace the lift station and force main multiplied
times the number of square feet served by the proposed lift station
and force main.
TEN-YEAR VARIABLE COST
The average utility cost for a ten-year period per square
foot times the number of square feet served by the proposed lift station
and force main.
THE DIFFERENCE IN COST
The ten-year fixed cost plus the ten-year variable cost to
operate the lift station and force main, plus the incremental cost
to construct gravity sewers.
C. Apportionment Of Costs. If the City finds
the cost to install a gravity sewer is less than the cost to install
the lift station and force main plus the difference in cost, then
the gravity sewer shall be constructed at the cost of the developer.
If, however, the City finds the cost to install the gravity sewer
is greater than the cost to install the lift station and force main
plus the difference in cost, then the City may decide to pay the developer
the difference and require the developer to install the gravity sewer.
If the City decides not to pay the additional cost for installation
of the gravity sewer, the City may allow the developer to install
gravity sewers or install the lift station and force main. If the
developer elects to install the lift station and force main, then
the developer shall pay the City the difference in cost.
D. Connection To Existing Lift Stations. A
request by a property owner or developer to connect a new development
to a sewer system served by an existing lift station will be reviewed
by the City on a case-by-case basis. The City will not allow a new
development to connect to a lift station unless there is sufficient
capacity in the lift station and force main to serve the additional
property or unless the developer increases the capacity of the lift
station and force main in an amount sufficient to serve the new property
as determined by the City. If the City finds the costs to install
a gravity sewer is less than the cost to expand the lift station and
force main plus the ten-year variable cost and the incremental cost
to construct gravity sewers, then the gravity sewer shall be constructed
at the cost of the developer. If, however, the City finds the cost
to install the gravity sewer is greater than the cost as computed
above, then the City may decide to pay the developer the difference
and require the developer to install the gravity sewer. If the City
decides not to pay the additional cost for installation of the gravity
sewer, the City may allow the developer to install gravity sewers
or connect to an existing lift station and force main and expand said
lift station and force main if necessary. If the developer elects
to connect to the existing lift station and force main, then the developer
shall pay the City the ten-year variable cost, plus the incremental
cost to construct gravity sewers. These additional fees shall not
be assessed for any existing subdivisions which are served by existing
lift stations. Fees also shall not be assessed for existing subdivisions
under development in phases where the lift station and force main
now serving the subdivision were planned to serve all phases of the
development. Nothing contained herein shall be construed to prohibit
the City from entering into a contract with a developer which allows
the developer to recover a reasonable portion of the developer's ten-year
fixed cost from third parties who are developing outside the sewer
district and want to connect to the lift station and force main.
E. Annual Statement Of Difference In Costs.
If there is any increase in the costs, the Director of Public Works
or the City's Engineer shall file an annual statement with the City
Clerk of ten-year fixed costs, the ten-year variable cost and the
incremental cost to construct gravity sewers before such costs are
used to compute the difference in cost. A copy of the first annual
statement has been filed with this Ordinance No. 05-28 in the City
Clerk's Office. A public meeting shall be held by the Director of
Public Works to discuss the proposed increases and to obtain input
from the public. After the public hearing the Director of Public Works
may file with the City Clerk the annual statement of difference in
costs. Any increase in the annual statement of difference in costs
shall not become effective until thirty (30) days after it has been
filed with the City Clerk. In the event a member of the Board of Aldermen
files a written objection with the City Clerk within thirty (30) days
after the annual statement has been filed, then the new annual statement
of difference in costs shall not become effective until after it has
been approved by the Board of Aldermen.
F. Prohibition Against Certain Lift Stations.
Notwithstanding any other provision of this Section to the contrary,
lift stations will not be considered acceptable where overflows of
raw sewage from the lift station would flow into environmentally sensitive
areas such as sinkholes, losing streams, spring recharge areas, public
water supplies or other environmentally sensitive areas, except where
additional design and construction features of the lift station overcome
environmental concerns to the satisfaction of the Director of Public
Works.
G. If a developer is allowed by the City to
expand the capacity of a lift station and this expansion requires
the replacement by the developer of the existing emergency generator,
or motors, or pumps or other equipment, upon the replacement of such
equipment with the new equipment approved by the City, and the installation
of the equipment at developer's expense and dedication of the equipment
to the City, the developer may remove and retain any equipment which
the developer has replaced, for developer's own use, "as is," without
any warranties by the City, express or implied. Developer shall furnish
satisfactory proof to the City of payment of all labor and materials
in connection with the acquisition and installation of new equipment,
and the removal of existing equipment.