[R.O. 2013 § 725.040; Ord. No.
83-5 § 1, 2-14-1983]
A.Â
BOD (DENOTING BIOCHEMICAL OXYGEN DEMAND)
BUILDING DRAIN
BUILDING SEWER
CITY
COOLING WATER
DISSOLVED SOLIDS
DOMESTIC SEWAGE
DRAINAGE DITCH
GARBAGE
INDUSTRIAL WASTES
INDUSTRIAL WASTE TREATMENT PLANT
INSPECTOR
NATURAL OUTLET
NORMAL SEWAGE
PERSON
pH
PROPERLY SHREDDED GARBAGE
PUBLIC SEWER
SANITARY SEWAGE
SANITARY SEWER
SEMIPUBLIC SEWAGE DISPOSAL OR SEWAGE TREATMENT FACILITY
SEWAGE
SEWAGE TREATMENT PLANT
SEWER
SEWERAGE SYSTEM
SHALL
SLUG
STORM SEWER
SUPERINTENDENT
SUSPENDED SOLIDS
UNPOLLUTED WATER OR WASTE
WATERCOURSE
WATERS OF THE STATE
Unless the context specifically indicates otherwise, the meaning
of terms used in this Chapter shall be as follows:
The quantity of oxygen utilized in the biochemical oxidation
of organic matter under standard laboratory procedure in five (5)
days at twenty degrees centigrade (20° C.), expressed in parts
per million by weight.
That part of the lowest horizontal piping of a drainage system
which receives the discharge from soil, waste or other drainage pipes
inside the walls of a building and conveys it to the building sewer,
beginning five (5) feet outside the inner face of the building wall.
The extension from the building drain to the public sewer
or other place of disposal.
The City of Fredericktown, or authorized agents of the City.
The water discharged from any system of condensation, air-conditioning,
cooling, refrigeration or other, but shall be free from odor and oil.
It shall contain no polluting substances which would produce BOD or
suspended solids in excess of ten (10) parts per million by weight.
Those in solution and those which can be determined by laboratory
analysis.
Waterborne wastes normally discharging from the sanitary
conveniences of dwellings (including apartment houses and hotels,
office buildings, factories and institutions) free from storm surface
water and industrial wastes.
Any artificially constructed open channel, ditch, swale,
or flume whether lined or unlined, for the conveyance of stormwater
and groundwater.
Every refuse accumulation of solid, animal, fruit or vegetable
matter that attends to the preparation, use, cooking, dealing in or
storing of food and from handling, storage and sale of produce.
The liquid wastes from industrial manufacturing processes,
trade or business, whose strength exceeds that as defined in "normal
sewage."
Any treatment plant device or facility used or intended to
be used for the specific treatment of industrial wastes in which other
wastes may or may not be present.
The person or persons duly authorized by the City to inspect
and approve the installation or building sewers and their connection
to the public sewer system.
Any outlet for drainage of stormwater into a watercourse,
stream, creek, river, pond, lake or other body of surface water or
groundwater.
Waters or wastes having a five-day biochemical oxygen demand
not greater than two hundred four (204) parts per million, by weight,
and a concentration of suspended solids not in excess of two hundred
forty (240) parts per million by weight.
Any individual, firm, company, association, society, corporation
or group.
The logarithm of the reciprocal of the weight of hydrogen
ions in grams per liter of solution.
The wastes from the preparation, cooking and dispensing of
foods that have been shredded to such a degree that all particles
will be carried freely under the flow conditions normally prevailing
in public sewers, with no particle greater than one-half (1/2) inch
in any dimension.
A sewer owned and maintained by the City.
The sewage discharge from the sanitary conveniences of dwellings
(including apartment houses, hotels and motels, office buildings,
factories or institutions), and free from storm- and surface water
and industrial wastes.
A sewer designed and intended to receive and convey only
sewage and to which stormwater, surface water and groundwater are
not intentionally admitted.
A device or facility for treating or disposing of sewage
and industrial wastes from a school, public building, institution,
church, hotel, motel or other building or structure not classified
as private.
The water-carried wastes from residences, business buildings
and institutional and industrial establishments, singularly or in
any combination, together with such groundwater, surface water and
stormwater as cannot be avoided.
Any arrangement of devices and structures used for treating
sewage.
Any public, semiprivate or private pipe or conduit for carrying
sewage.
Any sewage treatment facility, sewer, pumping station, appurtenance,
equipment or any combination thereof used or intended to be used for
the purpose of conveying, treating, or disposing of any wastewater,
industrial waste or human excrement accumulating on any premises in
the City.
Is mandatory; "may" is permissive.
Any discharge of water, sewage 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 of
flows during normal operations.
A sewer designed and intended to receive and convey only
storm- and surface waters and drainage, but excludes sewage and industrial
wastes, other than unpolluted cooling water.
The Superintendent of the sewerage works of the City.
Solids that either float on the surface of or are in suspension
in water, sewage or other liquids and which are removable by laboratory
filtering.
Any water or waste containing none of the following: Free
of emulsified grease or oil; acid or alkali; phenols or other substances
imparting taste and odor in receiving water; toxic poisonous substances
in suspension, colloidal state or solution; and noxious or odorous
gases. It shall contain not more than ten (10) parts per million each
of suspended solids and BOD. The color shall not exceed fifty (50)
parts per million.
A natural surface drainage channel for stormwater and groundwater
in which a flow of water occurs, either continuously or intermittently.
All rivers, streams, lakes, and other bodies of surface or
subsurface water which are not entirely confined and retained completely
upon the property of a single individual, partnership or corporation.
[R.O. 2013 § 725.050; Ord. No.
83-5 § 2, 2-14-1983]
A.Â
It shall be unlawful for any person to place, deposit or permit to
be deposited in an unsanitary manner upon public or private property
within the City or in any area under the jurisdiction of the City,
any human or animal excrement, garbage or other objectionable waste.
B.Â
It shall be unlawful to discharge or deposit into any natural outlet
within the City, or in any area under the jurisdiction of said City,
any sewage, industrial wastes, garbage, polluted water or any other
substance which constitutes a nuisance or hazard to the public health
or welfare, except where suitable treatment has been provided in accordance
with subsequent provisions of this Chapter.
C.Â
Except as hereinafter provided, it shall be unlawful to construct,
install or maintain any privy, privy vault, septic tank, cesspool,
or other facility intended or used for the disposal of sewage.
D.Â
The owner of all houses, buildings, or properties used for human
occupancy, employment or recreation, or other purposes situated within
the City and abutting any street, alley or right-of-way in which there
is now located or may in the future be located a public sanitary sewer
of the City, is hereby required at his/her expense to install suitable
toilet facilities therein, and to connect such facilities directly
with the proper public sewer in accordance with the provisions of
this Chapter, within ninety (90) days after the date of official notice
to do so, provided that said sewer service is within two hundred (200)
feet of the house, building or structure.
[R.O. 2013 § 725.060; Ord. No.
83-5 § 3, 2-14-1983]
A.Â
Where a public sanitary sewer is not available, the building sewer
shall be connected to an approved private or semipublic sewer or sewage
disposal system or sewage disposal facility complying with the provisions
of this Section.
B.Â
Before starting construction of a private or semipublic sewage disposal
system or treatment facility, the owner shall first notify the City
of such plans and obtain approval of the proposed installation. The
City may request supplemental information from the owner, including
but not limited to plans, specifications, soil absorption tests, or
any other information deemed necessary for approval. Any permit or
inspection fees shall be determined by City policies.
C.Â
Actual use of a private or semipublic disposal system may not commence
until the installation is complete to the satisfaction of the Superintendent.
He/she shall be allowed to inspect the work at any stage of construction,
and in any event, the owner shall notify the Superintendent when the
work is ready for a final inspection, and before any underground portions
are covered.
D.Â
The type, capacities, location of a private, semipublic or industrial
sewage disposal system or treatment facility shall comply with all
regulations and laws.
E.Â
At such time as a sanitary sewer becomes available to a property served by a private or semipublic sewage disposal system or treatment facility, as provided in Section 725.050(D) a direct connection shall be made to the public sewer in compliance with this Subsection, any septic tank, cesspool or similar private or semipublic sewage disposal or treatment facilities shall be abandoned and filled with a suitable material.
F.Â
The owner shall operate and maintain any private, semipublic or industrial
sewage disposal or treatment facilities in a satisfactory manner at
all times, at no expense to the City. Such facilities shall be subject
to inspection by the Superintendent at all times. Furthermore, approval
by the City of any system will not relieve the owner from modifying,
upgrading or expanding such system such as to avoid unsanitary conditions.
[R.O. 2013 § 725.070; Ord. No.
83-5 § 4, 2-14-1983; Ord. No. 91-14 § 1, 5-13-1991; Ord. No. 13-03 § 1, 1-14-2013]
A.Â
No unauthorized person shall uncover, make any connections with or
opening into, use, alter or disturb any public sewer or appurtenance
thereof without first obtaining a written permit from the City. Before
a permit may be issued for excavating for plumbing in any public street,
alley or right-of-way, the person applying for such permit shall have
executed unto the City and deposited with the City Clerk a corporate
surety or other type of bond satisfactory to the City, stipulating
that he/she will perform faithfully all work with due care and skill,
and in accordance with the laws, rules and regulations established
under the authority of any ordinances of the City pertaining to plumbing
and/or street repair. This bond will state that the person will indemnify
and save harmless the City and the owner of the premises against all
damages, costs, expenses, outlays and claims of every nature and kind
arising out of unskillfulness or negligence on his/her part in connection
with plumbing or excavating for plumbing as prescribed in this Chapter.
Such bond shall remain in force and must be executed for a period
of one (1) year except that on such expiration it shall remain in
force as to all penalties, claims and demands that may have accrued
thereunder prior to such expiration.
B.Â
All costs for sewer permits shall be established by separate City
policy, including, but not limited to, connection fees, reconnection
fees, and any other costs associated with the wastewater system and
determination by City policies.
C.Â
All costs and expenses incident to the installation and connection
of the building sewer shall be borne by the owner. Thereafter, the
owner shall maintain the sewer service line from the main to the owner's
structure. The owner and/or the person installing the building sewer
shall indemnify the City from any loss or damage that may directly
or indirectly be occasioned by the installation or maintenance of
the building sewer.
D.Â
A separate and independent building sewer shall be provided for every
building, except where one (1) building stands at the rear of another
or an interior lot and no private sewer is available or can be constructed
to the rear building through an adjoining alley or court, yard or
driveway, the building sewer from the front building may be extended
to the rear building and the whole considered as one (1) building
sewer.
E.Â
Old building sewers may be used in connection with new buildings
only when they are found, on examination and test by the City, to
meet all requirements of the City.
F.Â
Only City personnel shall be authorized to make service taps on the
sewer main and install the saddle except as otherwise specifically
approved, in writing, by the City. The owner or developer shall be
responsible for installation and maintenance of the customer's
sewer service line from the main to the customer's structure(s).
All such installation shall be performed by a City-approved plumber
and shall be subject to standards specifications. The owner or developer's
sewer installation shall be subject to inspection and approval by
the City. The sewer shall be constructed of SDR-35 PVC, Schedule 40
PVC or ductile iron, pipe and fittings and shall be a minimum of four
(4) inches in diameter. SDR-35 PVC pipe shall meet the latest revision
of ASTM D 3034 and ASTM D 2241 and shall be furnished in minimum standard
lengths of fourteen (14) feet. SDR-35 pipe and fittings shall have
integral bell and gasket joints in accordance with the latest revision
of ASTM D 3212, ASTM D 3139 and ASTM F 477. Schedule 40 PVC pipe and
fittings shall meet the latest revision of ASTM D 3034, ASTM D 2665
and ASTM D 1785. Ductile iron pipe shall be class 350, in accordance
with the latest revision of ANSI/AWWA C151/A21.51. Ductile iron pipe
shall be furnished in standard lengths of eighteen (18) to twenty
(20) feet with push-on gasket joints in accordance with the latest
revision of ANSI/AWWA C111/A21.11. Ductile iron pipe shall have standard
asphaltic coating on the exterior and shall have cement mortar lining
on the interior in accordance with the latest revision of ANSI/AWWA
C104/A21.4. The owner shall fill and restore the exposed area including
any street, alley or right-of-way with due care and skill, and in
accordance with the laws, rules and regulations established under
the authority of any ordinances of the City pertaining to plumbing
and/or street repair.
G.Â
All joints and connections shall be made gastight and watertight. Joints and jointing shall be constructed in accordance with the International Plumbing Code as adopted in Code of Ordinances Section 500.070.
H.Â
The size and slope of the building sewer shall be subject to the
approval of the City; but in no event shall the diameter of the pipe
be less than four (4) inches nor the slope less than one-eighth (1/8)
inch per foot. A slope of one-fourth (1/4) inch per foot shall be
used whenever practical.
I.Â
Whenever possible, the building sewer shall be brought to the building
at an elevation below the basement floor. The depth shall be sufficient
to afford protection from frost. All excavations shall be by open
trench methods unless otherwise authorized by the City. Rough machine
excavation for the pipe trench shall not be carried lower than three
(3) inches above the grade by the invert of the pipe and the remainder
of the excavation accomplished by hand to shape the bottom of the
trench to give full support to the lower third of each pipe. Bell
holes shall be dug to provide ample space for making the joint and
to relieve the bell of any stresses. All pipe shall be laid true to
line and grade with bell ends upstream and with all joints fully completed.
No backfill shall be placed over the completed house service line
until it has been approved by the City. Backfill shall be carefully
deposited completely under the pipe haunches and around and over the
pipe in layers not to exceed six (6) inches in loose depth and carefully
tamped until enough fill has been placed to provide a cover of not
less than one (1) foot over the top of the pipe. Care shall be taken
in this placement and compaction to cause no vertical or lateral displacement
of the pipe. The remainder of the depth of the trench may be backfilled
as approved by the City.
J.Â
The connection of the building sewer into the public sewer shall
be made at the wye branch designated for that property, if such branch
is available at a suitable location. Any connection not made at the
designated wye branch in the public sewer shall be made only as directed
by the City.
K.Â
The applicant for the building sewer permit shall notify the City
when the building sewer is ready for inspection and connection to
the public sewer. The connection shall be made under the direction
of the City.
L.Â
All excavations for building sewer installation shall be adequately
guarded with barricades, lights, etc., so as to protect the public
from hazard. Streets, sidewalks, parkways and other public properties
disturbed in the course of the work shall be restored in a manner
satisfactory to the City.
M.Â
No person shall make connection of roof downspouts, exterior foundation
drains, areaway drains, yard drains, yard fountains, ponds, lawn sprays
or other sources of surface runoff or groundwater to a building sewer
or building drain which in turn is connected directly or indirectly
to a public sanitary sewer.
N.Â
The City shall not be responsible for cleaning sewer mains, unless
such mains meet the following conditions:
1.Â
Exceed eight (8) inches in diameter;
2.Â
Are located on main streets;
3.Â
Can be line sighted from manhole to manhole; and
4.Â
Any sewers constructed after May 13, 1991, have been dedicated
and accepted by the City of Fredericktown in accordance with the Code
of Ordinances of the City of Fredericktown, Missouri.
[R.O. 2013 § 725.080; Ord. No.
83-5 § 5, 2-14-1983; Ord. No. 00-96 § 1, 11-2-2000]
A.Â
No person shall discharge or cause to be discharged any stormwater,
surface water, groundwater, roof runoff, subsurface drainage, uncontaminated
cooling water or unpolluted industrial process waters into any sanitary
sewer. Any connection, drain or arrangement which will permit any
such waters to enter any sanitary sewer shall be deemed to be a violation
of this Section and this Chapter.
B.Â
It shall be unlawful for any person constructing a sewer or house
or building connection or an industrial connection to a sanitary sewer
to leave such connection open, unsealed or incomplete in such a manner
that will permit storm- or surface water to enter into any sanitary
sewer within the City. All such openings shall be tightly sealed at
all points whenever work is not in progress on such sewer or connection.
C.Â
Stormwater and all other unpolluted drainage shall be discharged
into such sewers as are specifically designated as storm sewers or
to a drainage channel or natural outlet approved by the Superintendent.
Industrial cooling water or unpolluted process waters may be discharged,
on approval of the Superintendent, to a storm sewer, drainage channel
or natural outlet.
D.Â
No person shall deposit or throw into any sewer, sewer inlet, or
private drain connecting to a public sewer any ashes, cinders, sand,
mud, straw, hay, shavings, tinners scraps, waste, produce or material
of manufacture, rags or garbage which has not been properly shredded,
or any substance which may cause an obstruction or cause a nuisance.
No dam or other obstruction shall be placed in any sewers unless permission
to do so is expressly granted by the Superintendent.
E.Â
No person shall discharge or cause to be discharged of the following
described waters or wastes to any public sewers:
1.Â
Any gasoline, benzene, naphtha, fuel oil, or other flammable
or explosive liquid, solid or gas.
2.Â
Any wastes or water containing toxic or poisonous solids, liquids
or gases in sufficient quantity, either singly or by interaction with
other wastes, to injure or interfere with any sewage treatment process,
constitute a hazard to humans or animals, create a public nuisance
or create any hazard in the receiving waters of the sewage treatment
plant, including, but not limited to, cyanides in excess of two (2)
milligrams per liter as CN in the wastes discharged to the public
sewer.
3.Â
Any waters or waste having a pH lower than 5.5 or having any
other corrosive property capable of causing damage or hazard to structure,
equipment, and personnel of the sewerage works.
4.Â
Solids or viscous substances in quantities or of such size capable
of causing obstruction to the flow in sewers, or other interference
with the proper operation of the sewerage works such as, but not limited
to ashes, cinders, sand, mud, straw shavings, metal, glass, rags,
feathers, tar, plastics, wood, unground garbage, whole blood, paunch
manure, hair and fleshings, entrails, lime slurries, lime residues,
chemical residues, paint residues and paper dishes, cups, milk containers,
etc., either whole or ground by garbage grinders.
F.Â
No person shall discharge or cause to be discharged to the public
sewers the following described substances, materials, waters, or wastes,
if in the opinion of the Superintendent such wastes can harm the sewer,
sewage treatment process of equipment, have an adverse effect on the
receiving stream or can otherwise endanger life, limb, public property,
or constitute a nuisance. In forming his/her opinion as to the acceptability
of these wastes, the Superintendent will give consideration to such
factors as the quantities of subject wastes in relation to flows and
velocities in the sewers, materials of construction of the sewers,
nature of the sewage treatment process, capacity of the sewers, nature
of the sewage treatment process, capacity of the sewage treatment
plant and other pertinent factors. Prohibited substances are:
1.Â
Any liquid or vapor having a temperature higher than one hundred
fifty degrees Fahrenheit (150° F.).
2.Â
Any water or waste from animal or vegetable sources containing
fats, wax, grease or oils, whether emulsified or not, in excess of
one hundred (100) milligrams per liter viscous at temperatures between
thirty-two degrees (32°) and one hundred fifty degrees Fahrenheit
(150° F.). Any water or waste of mineral origin or from petroleum
sources containing fats, wax, grease or oils, whether emulsified or
not, in excess of twenty (20) milligrams per liter or containing substances
which may solidify or become discernibly viscous at temperatures between
thirty-two degrees (32°) and one hundred fifty degrees Fahrenheit
(150° F.).
3.Â
Any garbage that has not been properly shredded. The installation
and operation of any garbage grinder equipped with a motor of three-fourths
(3/4) horsepower or greater shall be subject to the review and approval
of the Superintendent.
4.Â
Any waters or wastes containing acid, iron, pickling wastes,
or concentrated plating solutions whether neutralized or not.
5.Â
Any noxious or maldorous substance which can form a gas, which
either singly or by interaction with other wastes is capable of causing
objectionable odors or hazard to life or form solids in concentrations
exceeding limits established herein; or creates any other condition
deleterious to structures, treatment processes or equipment; or requires
unusual provisions, attention or expense to handle such materials.
6.Â
Any waters or wastes containing phenols in excess of 0.5 parts
per million or other taste or odor producing substances in such concentrations
exceeding such limits as may be set by the Superintendent as necessary,
after treatment of composite sewage, to meet the requirements of the
State, Federal, or other public agencies of jurisdiction for such
discharge to receiving waters.
7.Â
Any radioactive wastes or isotopes of such half-life or concentration
as may exceed limits established by the Superintendent in compliance
with applicable State and Federal regulation.
8.Â
Any waters or wastes having a pH in excess of 10.5.
9.Â
Waters or wastes containing substances which are not amenable
to treatment or reduction by the sewage treatment processes employed,
or are amenable to treatment only to such degree that the sewage treatment
plant effluent cannot meet the requirements of the State, Federal
or other agencies having jurisdiction over discharge to receiving
waters.
G.Â
Except in quantities or concentrations, or with provisions as stipulated
herein, it shall be unlawful for any person to discharge or cause
to be discharged waters or wastes to the public sewers containing:
1.Â
Free or emulsified oil and grease exceeding on analysis an average
of one hundred (100) parts per million (eight hundred thirty-three
(833) pounds per one million (1,000,000) gallons) of either or both
or combinations thereof, if in the opinion of the Superintendent it
appears probable that such wastes can deposit grease or oil in the
sewer lines in such a manner as to produce clogging or can have deleterious
effects on the treatment process due to the excessive quantities.
2.Â
Salts of heavy metals in solution or suspension in concentrations
exceeding the following, or similar objectionable or toxic substances
or wastes exerting excessive chlorine requirement to such a degree
that any such material received in the composite sewage at the sewage
treatment works exceeds the limits established by the Superintendent
for such materials:
Parts Per Million
| ||
---|---|---|
Chromium (Hexavalent)
|
5
| |
Chromium (Trivalent)
|
10
| |
Copper as Cu
|
3
| |
Iron
|
15
| |
Zinc as An
|
3
| |
Nickel as Ni
|
3
| |
Cadmium as Cd
|
3
| |
Lead
|
0.1
|
3.Â
Cyanides or cyanogen compounds capable of liberating lydrocyanic
gas or acidification in excess of two (2) parts per million by weight
as CN in the wastes from an outlet into the public sewers.
4.Â
Materials which would exert or cause:
a.Â
Unusual concentration of inert suspended solids (such as, but
not limited to, Fuller's earth, lime slurries and lime residues)
or of dissolved solids (such as, but not limited to, sodium chloride
and sodium sulfate).
b.Â
Excessive discoloration (such as, but not limited to, dye wastes
and vegetable tanning solutions).
c.Â
Unusual biochemical oxygen demand, chemical oxygen demand or
chlorine demand.
d.Â
High hydrogen sulfide content.
H.Â
If the Superintendent permits the pretreatment or equalization of
waste flows, the design and installation of the plants and equipment
shall be subject to the review and approval of the Superintendent
subject to the requirements of all applicable Codes, ordinances and
laws.
I.Â
Any waters or wastes having a five-day biochemical oxygen demand
greater than three hundred (300) parts per million by weight; or containing
more than three hundred fifty (350) parts per million by weight of
suspended solids; or having an average daily flow greater than two
percent (2%) of the average sewage flow of the sewage system of the
City of Fredericktown, Missouri, shall be subject to the review of
the Superintendent. Where necessary, in the opinion of the Superintendent,
the owner shall provide, at his/her expense, such preliminary treatment
as may be necessary to:
1.Â
Reduce the biochemical oxygen demand to three hundred (300)
parts per million by weight, or
2.Â
Reduce the suspended solids to three hundred fifty (350) parts
per million by weight, or
3.Â
Control the quantities and rates of discharge of such waters
or wastes. Plans, specifications, and any other pertinent information
relating to proposed preliminary treatment facilities shall be submitted
for the approval of the Superintendent and no construction of such
facilities shall be commenced until said approvals are obtained in
writing.
[R.O. 2013 § 725.090; Ord. No.
83-5 § 6, 2-14-1983]
A.Â
Persons discharging or causing to be discharged industrial wastes
which exhibit any of the prohibited wastes set out hereinbefore shall
pretreat or otherwise dispose of such industrial waste to make the
remaining waste acceptable to the Superintendent.
B.Â
No gasoline filling station, garage, refining plant, chemical plant,
packing house, slaughterhouse, lard rendering establishment, dairy,
or other establishment from which any substance would be discharged
into the sewers that would tend to obstruct or damage the sewers or
cause a nuisance or endanger the public health or safety, or endanger
persons who might be in such sewers, shall be connected with any public
sewer, except through grease, oil or sand interceptors. All interceptors
shall be of a type and capacity approved by the Superintendent, shall
be located as to be readily accessible for cleaning and inspection
and shall be maintained and operated in a manner acceptable to the
Superintendent.
C.Â
Persons discharging or causing to be discharged industrial wastes which exhibit none of the characteristics of wastes prohibited in Section 725.080 above, and which in the opinion of the Superintendent constitutes excessive contribution of flow quantity to the treatment facilities shall be required to pretreat the industrial wastes and discharge an effluent of acceptable quality to other than the public sanitary sewer system if such separate sewer is available.
[R.O. 2013 § 725.100; Ord. No.
83-5 § 7, 2-14-1983]
A.Â
In order to control the admission of industrial wastes into the public
sewer, any person, firm or corporation desiring to deposit or discharge
an industrial waste mixture into the sewer or sewerage works of the
City, or any sewer connected therewith, or who is now so doing, shall
notify the City of the industrial discharge and obtain approval of
same.
B.Â
The owner of any property served by a building sewer carrying industrial
wastes shall provide and maintain in a suitable accessible location
on his/her premises, or such premises occupied by him/her, an inspection
chamber or manhole into which all wastes from drain, pipe channel
or connection which communicates with any sewer or sewerage works
of the City shall discharge, unless specifically exempt, in writing,
by the Superintendent. Such manhole or inspection chamber shall be
of such design and construction which will facilitate observation,
sampling and measurement of the wastes and will prevent infiltration
by groundwaters and surface waters. Such manholes shall be accessible
and safely located, shall be constructed by the owner at his/her expense
in accordance with plans approved by the Superintendent and shall
be maintained by the owner at his/her expense.
C.Â
All measurements, tests and analyses of the characteristics of water
and wastes to which reference is made in this Chapter shall be determined
in accordance with the latest edition of "Standard Methods for the
Examination of Water and Wastewater," published by the American Public
Health Association and shall be determined at the control manhole
provided or upon suitable samples taken at said control manhole. In
the event that no special manhole has been required by the Superintendent,
the control manhole shall be considered to be the nearest downstream
manhole in the public sewer to the point at which the building sewer
is connected. Sampling shall be carried out by customarily accepted
methods to reflect the effect of constituents upon the sewage works
and to determine the existence of hazards to life, limb and property.
D.Â
Sampling of the effluent or waste discharges may be accomplished
manually or by use of mechanical equipment to obtain a composite sample
which would be representative of the total effluent. Samples shall
be taken at intervals determined by the Superintendent as necessary
to maintain control over the discharge from the establishment. The
City shall have the right to enter and set up on company property,
such devices or equipment necessary to conduct a gauging and sampling
operation and to begin such operation upon presentation of proper
identification on arrival without advance notice to the company. Investigations
or inquiries upon industrial discharges shall only pertain to items
having effects upon the sanitary sewer system.
[R.O. 2013 § 725.110; Ord. No.
83-5 § 8, 2-14-1983]
No unauthorized person shall maliciously, willfully, or negligently
break, damage, destroy, uncover, deface or tamper with any structure,
appurtenance or equipment which is a part of the sewerage works. Any
person violating this Section shall be subject to immediate arrest
under charge of disorderly conduct.
[R.O. 2013 § 725.120; Ord. No.
83-5 § 9, 2-14-1983]
A.Â
The Superintendent and other duly authorized employees or representatives
of the City bearing proper credential and identification shall be
permitted to enter all properties for the purpose of inspection, observation,
measurement, sampling and testing, in accordance with the provisions
of this Chapter. The Superintendent or his/her representatives shall
have no authority to 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 sewers or waterways or facilities for waste treatment.
B.Â
While performing the necessary work on private properties referred to above, the Superintendent or duly authorized employees or representatives of the City shall observe all safety rules applicable to the premises established by the company and the company shall be held harmless for injury or death to the City employees or representatives and the City shall indemnify the company against loss or damage to its property by City employees or representatives and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operations, except as such may be caused by negligence, or failure of the company to maintain safe conditions as required in Section 725.100(B) above.
C.Â
The Superintendent or duly authorized employees or representatives
of the City bearing proper credential and identification shall be
permitted to enter all private properties through which the City holds
a duly negotiated easement for the purpose of, but not limited to,
inspection, observation, measurement, sampling, repair and maintenance
of any portion of the sewerage works lying within said easement. All
entry and subsequent work, if any, on said easement, shall be done
in full accordance with the terms of the duly negotiated easement
pertaining to the private property involved.
[R.O. 2013 § 725.130; Ord. No.
83-5 § 10, 2-14-1983]
A.Â
Any person found to be violating any provision of this Chapter except Section 725.110 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. The offender shall, within the period of time stated in such notice, permanently cease all violation.
B.Â
Any person who shall continue any violation beyond the time limit
provided for, shall be guilty of an ordinance violation, and on conviction
thereof shall be summarily disconnected from the sanitary sewer, such
disconnection and reconnection to be at the total expense to the customer,
or shall be fined in the amount not exceeding five hundred dollars
($500.00) per day for each violation, or both. Each day in which any
such violation shall continue shall be deemed a separate offense.
Where acids or chemicals damaging to sewer lines, structures or treatment
processes are released to the sewer lines, structures or treatment
processes are released to the sewer causing rapid deterioration of
these structures or interfering with proper treatment of sewage, the
Superintendent is authorized to immediately terminate service by such
measures as are necessary to protect the facilities.
C.Â
Any person violating any of the provisions of this Chapter shall
become liable to the City for any expense, loss or damage occasioned
the City by reason of such violation.
[R.O. 2013 § 725.140; Ord. No.
83-5 § 11, 2-14-1983]
Hearings shall be held as necessary for the resolution of differences
between the Superintendent and sewer users on matters concerning interpretations
and execution of the provisions of this Chapter and City policies.
The decisions of the Board of Aldermen of the City of Fredericktown,
concerning such hearings, shall be deemed final and binding upon both
the Superintendent and the sewer user.