[CC 1999 §13.0101; Ord. No. 01-05-01 §1, 5-15-2001]
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 procedures in a period
of five (5) days at a temperature of twenty degrees (20°) centigrade,
expressed in milligrams per liter (mg/l). Such BOD shall be determined
as described under the heading "biochemical oxygen demand" in the
Standard Methods of the Examination of Water and Wastewater (latest
edition) as published jointly by the American Public Health Assoc.,
the American Water Works, Assoc., and the Water Pollution Control
Federation.
That 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 it to the building sewer,
beginning five (5) feet (1.5 meters) 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 Fair Grove.
A sewer receiving both surface runoff and sewage.
Any person, firm, partnership or corporation occupying any
building or structure which is connected to the City sewer system,
the principal use of which is for engaging in commerce or trade and
having a financial profit as the primary aim. Provided however, that
schools shall be considered as a "commercial user".
Solid wastes from the domestic and commercial preparation,
cooking and dispensing of food and from the handling, storage and
sale of produce.
Any non-governmental user of the City's wastewater works
that discharges wastes other than primarily domestic wastes or wastes
from sanitary convenience.
The liquid wastes from industrial manufacturing processes,
trade or business as distinct from sanitary sewage.
The person or persons duly authorized by the City, to inspect
and approve the installations of building sewers and their connection.
Any outlet into a watercourse, pond, ditch, lake or other
body of surface or groundwater.
Any wastes having a five (5) day BOD concentration not in
excess of three hundred (300) mg/l or a suspended solids concentration
not in excess of three hundred fifty (350) mg/l.
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
food 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 (½) inch
(1.27 centimeters) in any dimension.
A sewer in which all owners of abutting properties have equal
rights and is controlled by public authority.
Any person occupying any building or structure which is connected
to the City sewer system, the principal use of which is for domestic
dwelling purposes for any person.
A sewer which carries sewage and to which storm, surface
and ground waters are not intentionally admitted.
A combination of the water-carried wastes from residences,
business buildings, institutions and industrial establishments, together
with such ground, surface and stormwaters as may be present.
Any arrangement of devices and structures used for treating
sewage.
All facilities for collecting, pumping, treating and disposing
of sewage.
A pipe or conduit for carrying sewage.
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 or
flows during normal operation.
A sewer which carries storm and surface waters and drainage,
but excludes sewage and industrial wastes, other than unpolluted cooling
water.
That City employee or employee of any contracting business
or agency charged with the care and control of the City's sewer system.
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 waste which is deleterious to treatment plant operation
or to sludge utilization, which constitutes a hazard to humans or
animals or which will create a hazard in the receiving waters of the
sewage treatment plant.
A channel in which a flow of water occurs, either continuously
or intermittently.
[CC 1999 §13.0201; Ord. No. 01-05-01 §1, 5-15-2001]
It shall be unlawful for any person to place, deposit or permit
to be deposited in any unsanitary manner upon public or private property
within the City or in any area under the jurisdiction of said City,
any human or animal excrement, garbage or other objectionable waste
which ordinarily would be regarded as sewage or industrial wastes.
[CC 1999 §13.0202; Ord. No. 01-05-01 §1, 5-15-2001]
It shall be unlawful to discharge to any natural outlet within
said City or in any area under the jurisdiction of said City, any
sanitary sewage, industrial wastes or other polluted waters, except
where suitable treatment has been provided in accordance with subsequent
provisions of this Chapter.
[CC 1999 §13.0203; Ord. No. 01-05-01 §1, 5-15-2001]
Except as hereinafter provided, it shall be unlawful to construct
or maintain any privy, privy vault, septic tank, cess pool or other
facility intended or used for the disposal of sewage.
[CC 1999 §13.0204; Ord. No. 01-05-01 §1, 5-15-2001]
The owner of all houses, buildings or properties used for human
occupancy, employment, recreation or other purposes, situated within
the City and abutting on any street, alley or right-of-way in which
there is now located or may in the future be located a public sanitary
or combined 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 date
of official notice to do so, provided said public sewer is within
two hundred (200) feet of the nearest structure corner.
[CC 1999 §13.0205; Ord. No. 01-05-01 §1, 5-15-2001]
The owner of any newly constructed houses, buildings or properties
used for human employment, recreation or other purposes, situated
within the City shall connect such facilities directly with the proper
sewer prior to occupancy in accordance with the provisions of this
Chapter. This provision is also applicable to existing structures
that convert to one for human occupancy, employment, recreation or
other purposes within the City.
[CC 1999 §13.0210; Ord. No. 01-05-01 §1, 5-15-2001]
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.
[CC 1999 §13.0212; Ord. No. 01-05-01 §1, 5-15-2001]
All costs and expense incidental to the installation and connection
to the building sewer shall be borne by the owner including, but not
limited to, sewer main damage; street, drainage and sidewalk damage,
other utility damage. The owner or the person installing the building
for said owner shall indemnify said City from any loss or damage that
may directly or indirectly be occasioned by said installation.
[CC 1999 §13.0213; Ord. No. 01-05-01 §1, 5-15-2001]
A separate and independent building sewer shall be provided
for every building; except where one (1) building stands at the rear
of another on an interior lot and no private sewer is available or
can be constructed to the rear building through an adjoining alley,
courtyard 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. Other exceptions will be allowed only by special
permission granted by the City.
[CC 1999 §13.0214; Ord. No. 01-05-01 §1, 5-15-2001]
Old building sewers may be used in connection with new buildings
only when they are found, on examination and test by the Building
Inspector/Sewer Contractor, to meet all requirements of this Chapter.
[CC 1999 §13.0220; Ord. No. 01-05-01 §1, 5-15-2001; Ord. No. 06-08-02 §1, 8-22-2006]
A.
The
size, slope, alignment, material of construction of a building sewer
and the methods to be used in excavating, placing of the pipe, jointing,
testing and backfilling the trench, shall all conform to the requirements
of the Building and Plumbing Code or other applicable rules and regulations
of the City. In the absence of code provisions or in application thereof;
the material and procedures set forth in appropriate specifications
of the A.S.T.M. and W.P.C.F. Manual of Practice No. 9 shall apply.
B.
The
building sewer shall be constructed of pipe and fittings meeting the
current A.S.T.M. Specifications as listed in Appendix A. If the building
sewer is installed in filled or unstable ground, the building sewer
shall be of cast iron soil pipe.
C.
All
joints and connections shall be made gas tight and water tight. Connections
between pipe of different materials shall be made by adapters specifically
designed for that purpose and shall provide a gas and watertight connection.
D.
Before
joining the pipe in the trench, the bell and spigot surfaces shall
be wiped free of dirt or other foreign matter. A lubricant or sealer
as recommended by the pipe manufacturer shall be applied to the bell
and spigot mating surfaces just before they are joined together.
E.
The
spigot end shall be positioned into the bell end of the pipe previously
laid and shall then be shoved home to compress the joint and to assure
a tight fit between the interfaces. Solvent welds shall be made using
materials specifically designed for the pipe used. "All purpose glues"
shall not be used.
F.
The
size and minimum slope of the building sewer shall be as provided
herein, subject to the review and approval of the Superintendent but
in no event shall the pipe inside diameter be less than four (4) inches.
The following table shall be used to determine the building sewer
line size requirements.
|
Inside Diameter
|
Maximum Discharge Flow Rate
|
Minimum Grade
| |
|---|---|---|---|
|
4 inches
|
35 gallon/minimum
|
1.0%
| |
|
6 inches
|
90 gallon/minimum
|
0.6%
| |
|
8 inches
|
150 gallon/minimum
|
0.4%
|
G.
Backwater Prevention Assemblies.
1.
For any new construction or repairs to existing lines, a backwater
valve shall be installed. Back water valves shall be installed so
that access is provided to the working parts for service and repair.
Service cleanouts shall be installed on the upstream and downstream
side of the backwater valve in accordance with applicable plumbing
codes.
2.
Values. Manufactured by Jary R. Smith or City approved
equivalent, Model 7150 inline manual shut-off gate valve with cast
iron body, bronze gate and flapper valve, and wheel handle. Bottom
side of valve shall be supported with concrete blocking underlain
and with pipes supported by compacted gravel bedding.
3.
Manways. Constructed of PVC or tile materials, thirty
(30) inches minimum diameter, with removable PVC or cast iron lids
and frames to fit watertight on rim of circular structure. Pipe extension
through structure shall be sleeved through rubber grommets or gaskets
materials for watertight protection and settlement.
[CC 1999 §13.0221; Ord. No. 01-05-01 §1, 5-15-2001]
A.
Whenever
possible, the building sewer shall be brought to the building at an
elevation below the basement floor. In all buildings in which any
building drain is too low to permit gravity flow to the public sewer,
sanitary sewage carried by such building drain shall be lifted by
an approved means and discharged to the building sewer.
B.
The
depth shall be sufficient to afford protection from frost with a minimum
of twenty-four (24) inches including under ditches. All excavations
required for the installation of a building sewer shall be open trench
work unless otherwise approved by the said inspector. Pipe laying
and backfill shall be performed in accordance with ASTM Specification
D2321 for plastic and ASTM C12 for vitrified clay pipe, except that
no backfill shall be placed until the work has been inspected by the
inspector or his/her representative. Cast iron soil pipe shall be
installed in accordance with the requirements for vitrified clay pipe.
Installation and backfill shall be in accordance with this Section
and Appendix B.
C.
The
building sewer line shall be placed on bedding material with a minimum
thickness of three (3) inches. The bedding material shall be used
to provide a uniform bearing area for the pipe and joints. Bedding
material consist of crushed stone ranging in size from a maximum one-half
(½) inch diameter to a minimum size which is retained on a
No. 4 sieve. Over excavation of the trench shall be backfilled to
the proper grade by the use of bedding materials.
D.
In
all buildings in which any building drain is too low to permit gravity
flow to the public sewer, sanitary sewage carried by such drains shall
be lifted by approved artificial means and discharged to the building
sewer. No water operated sewage ejector shall be used.
E.
The
connection of the building sewer into the public sewer shall be made
at the "T" or "Y" branch designated for that property, if such branch
is available at a suitable location. Any connection not made at the
designated "T" or "Y" branch in the main sewer, shall be made only
as directed by the said inspector using a tapping tool, saddle type
"T" or "Y" with epoxy cement used to fix the fitting to the pipe.
F.
Outside
the foundation, the building sewer line shall have a cleanout installed
complete with a watertight plug installed at the ground surface. An
additional cleanout shall be placed at each bend in direction greater
than forty-five degrees (45°). The alignment of the building sewer
line shall be straight with bends made using fittings designed for
the degree of bend required. Connections between dis-similar pipe
materials shall be made using a flexible watertight coupling.
[CC 1999 §13.0222; Ord. No. 01-05-01 §1, 5-15-2001]
No person shall make connection of roof downspouts, exterior
foundation drains, areaway drains 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.
[CC 1999 §13.0223; Ord. No. 01-05-01 §1, 5-15-2001]
The applicant for the building sewer permit shall notify the
Superintendent when the building sewer is ready for inspection and
connection to the public sewer. The connection shall be made under
the supervision of the Superintendent or his/her representative. The
inspection shall be made within forty-eight (48) business hours of
the receipt of the notice.
[CC 1999 §13.0224; Ord. No. 01-05-01 §1, 5-15-2001]
A.
All
excavations for building sewer installations shall be adequately guarded
with barricades and lights so as to protect the public from hazard.
Streets, sidewalks, parkways and other public property disturbed in
the course of the work shall be restored in a manner satisfactory
to the City.
B.
All
new connections to the Fair Grove sewer system from newly constructed
or converted structures shall be in accordance with the connection
requirements set forth herein.
[CC 1999 §13.0251; Ord. No. 01-05-01 §1, 5-15-2001]
A.
Stormwater
and all other unpolluted drainage shall be discharged to such sewers
as are specifically designated as combined or storm sewers or to a
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, combined sewer or natural
outlet.
B.
No
person shall be allowed to discharge any sludge content derived by
means of a private disposal system into any public sewer construction
or allowing surface run off of such contents.
C.
No
person shall discharge or cause to be discharged any stormwater, surface
water, groundwater, roof runoff, subsurface drainage, including interior
and exterior foundation drains, uncontaminated cooling water or unpolluted
industrial process waters to any sanitary sewer.
[CC 1999 §13.0252; Ord. No. 01-05-01 §1, 5-15-2001]
A.
No
person shall discharge or cause to be discharged any of the following
described waters or wastes into any public sewers:
1.
Any gasoline, benzene, naphtha, fuel oil, or other flammable or explosive
liquid, solid or gas.
2.
Any waters or wastes containing toxic or poisonous solids, liquids
or gases in sufficient quantity, either singly or by interaction with
other wastes, to injure or interfere with any sewage treatment process,
constitute a hazard to humans or animals, create a public nuisance
or create any hazard in the receiving waters of the sewage treatment
plant including, but not limited to, cyanides in excess of two (2)
mg/l as CN in the wastes as discharged to the public sewer.
3.
Any waters or wastes having a pH lower than five and five-tenths
(5.5) or having any other corrosive property capable of causing damage
or hazard to structures, equipment and personnel of the sewage works.
4.
Solid or viscous substances in quantities or of such size capable
of causing obstruction to the flow in sewers or other interference
with the proper operation of the sewage works such as, but not limited
to, ashes, cinders, sand, mud, straw, shavings, metal, glass, rags,
feathers, tar, plastics, woods, unground garbage, whole blood, paunch
manure, hair and fleshings, entrails and paper dishes, cups, milk
containers, etc., either whole or ground by garbage grinders.
5.
Any waters or wastes having:
a.
A five (5) day BOD greater than three hundred (300) parts per million
by weight,
b.
Containing more than three hundred fifty (350) parts per million
by weight of suspended solids, or
c.
Having an average daily flow greater than two percent (2%) of the
average sewage flow of the City, shall be subject to the review of
the Superintendent.
6.
Where necessary in the opinion of the Superintendent, the owner shall
provide at his/her expense, such preliminary treatment as may be necessary
to:
7.
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.
[CC 1999 §13.0253; Ord. No. 01-05-01 §1, 5-15-2001]
A.
No
person shall discharge or cause to be discharged the following described
substances, materials, waters or wastes if it appears likely in the
opinion of the Superintendent such wastes can harm either the sewers,
sewage treatment process or 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
facts 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 sewage treatment
plant, degree of treatability of wastes in the sewage treatment plant
and other pertinent factors. The substances prohibited are:
1.
Any liquid or vapor having a temperature higher than one hundred
fifty degrees Fahrenheit (150°F), sixty-five degrees Centigrade
(65°C).
2.
Any water or waste containing fats, wax, grease or oils, whether
emulsified, in excess of one hundred (100) mg/l or containing substances
which may solidify or become viscous at temperatures between thirty-two
degrees Fahrenheit (32°F) and one hundred fifty degrees Fahrenheit
(150°F) (zero and sixty-five degrees centigrade (0°C and 65°C)).
3.
Any garbage not properly shredded. The installation
and operation of any garbage grinder equipped with a motor of three-fourths
(¾) horsepower (0.76 hp metric) or greater shall be subject
to the review and approval of the Superintendent.
4.
Any waters or wastes containing strong acid iron pickling wastes
or concentrated plating solutions whether neutralized.
5.
Any waters or wastes containing iron, chromium, copper, zinc and
similar objectionable or toxic substances; or wastes exerting an excessive
chlorine requirement, to such 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.
6.
Any waters or wastes containing phenols or other taste- or odor-producing
substances, in such concentrations exceeding limits which may be established
by the Superintendent as necessary, after treatment of the composite
sewage, to meet the requirements of the State, Federal or other public
agencies of jurisdiction for such discharge to the receiving waters.
7.
Any radioactive wastes or isotopes of such half-life or concentration
as may exceed limits established by the Superintendent in compliance
with applicable State or Federal regulations.
8.
Any waters or wastes having a pH in excess of nine and five-tenths
(9.5) .
9.
Materials which exert or cause:
a.
Unusual concentrations 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.
Excessive discoloration (such as, but not limited to, dye wastes
and vegetable tanning solutions).
c.
Unusual BOD or chlorine requirements in such quantities as to constitute
a significant load on the sewage treatment works.
d.
Unusual volume of flow or concentration of waters constituting "slugs"
as defined herein.
10.
Waters or wastes containing substances which are not amendable to
treatment or reduction by the sewage treatment processes employed
or are amendable to treatment only to such degree that the sewage
treatment plant effluent cannot meet the requirements of other agencies
having jurisdiction over discharge to the receiving waters.
[CC 1999 §13.0254; Ord. No. 01-05-01 §1, 5-15-2001]
A.
If
any waters or wastes are discharged or are proposed to be discharged
to the public sewers, which waters contain the substances or possess
the characteristics enumerated in this Chapter and which in the judgment
of the Superintendent may have a deleterious effect upon the sewage
works, processes, equipment or receiving waters or which otherwise
create a hazard to life or constitute a public nuisance the Superintendent
may:
1.
Reject the wastes;
2.
Require pretreatment to an acceptable condition for discharge to
the public sewers;
3.
Require control over the quantities and rates of discharge; and/or
4.
Require payment to cover the added costs of handling and treating
wastes not covered by existing taxes or sewer charges under the provisions
of this Chapter.
5.
Require pretreatment maintenance program assuring acceptable condition
for discharge.
6.
Terminate all utility services as provided in this Code.
B.
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 and subject
to the requirements of all applicable codes, ordinances and laws.
[CC 1999 §13.0255; Ord. No. 01-05-01 §1, 5-15-2001]
Grease, oil, and sand interceptors shall be provided when in
the opinion of the Superintendent they are necessary for the proper
handling of liquid wastes containing grease in excessive amounts or
any flammable wastes, sand or other harmful ingredients; except such
interceptors shall not be required for private living quarters or
dwelling units. All interceptors shall be of a type and capacity approved
by the Superintendent and shall be located as to be readily and easily
accessible for cleaning and inspection.
[CC 1999 §13.0256; Ord. No. 01-05-01 §1, 5-15-2001]
Where preliminary treatment or flow-equalizing facilities are
provided for any waters or wastes, they shall be maintained continuously
in satisfactory and effective operation by the owner at his/her expense.
[CC 1999 §13.0257; Ord. No. 01-05-01 §1, 5-15-2001]
When required by the Superintendent, the owner of any property
serviced by a building sewer carrying industrial wastes shall install
a suitable control manhole together with such necessary meters and
other appurtenances in the building sewer to facilitate observation,
sampling and measurement of the wastes. Such manhole, when required,
shall be accessibly and safely located and shall be constructed in
accordance with plans approved by the Superintendent. The manhole
shall be installed by the owner at his/her expense and shall be maintained
by him/her so as to be safe and accessible at all times.
[CC 1999 §13.0258; Ord. No. 01-05-01 §1, 5-15-2001]
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 conducted at the control manhole
provided, or upon suitable samples taken at said control manhole.
In the event no special manhole has been required, the control 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 of life, limb and property. (The particular analyses involved
will determine whether a twenty-four (24) hour composite of all outfalls
of a premises is appropriate or whether a grab sample or samples should
be taken. Normally, but not always, BOD and suspended solids analyses
are obtained from twenty-four (24) hour composites of all outfalls
whereas pHs are determined from periodic grab samples.)
[CC 1999 §13.0260; Ord. No. 01-05-01 §1, 5-15-2001]
No statement contained in this Chapter shall be construed as
preventing any special agreement or arrangement between the City and
any industrial concern whereby an industrial waste of unusual strength
or character may be accepted by the City for treatment, subject to
payment, therefor, by the industrial concern.
[CC 1999 §13.0261; Ord. No. 01-05-01 §1, 5-15-2001]
All commercial and industrial pretreatment facilities are required
to submit an engineering drawing for review and approval by the Superintendent.
[CC 1999 §13.0270; Ord. No. 01-05-01 §1, 5-15-2001]
All new construction of line extensions of the Fair Grove Sanitary
Sewer System shall be in accordance with the specifications for sanitary
sewer improvements upon Department of Natural Resources approval.
[CC 1999 §13.0280; Ord. No. 01-05-01 §1, 5-15-2001]
The Superintendent and other duly authorized employees of the
City bearing proper credentials and identification shall be permitted
to enter all properties for the purposes of inspection, observation,
measurement, sampling and testing in accordance with the provisions
of this Chapter. 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 direct bearing on the kind and source of discharge
to the sewers or waterways or facilities for waste treatment.
[CC 1999 §13.0281; Ord. No. 01-05-01 §1, 5-15-2001]
While performing the necessary work on private properties referred
to in the previous Section, the Superintendent or duly authorized
employees of the City shall observe all safety rules applicable to
the premises established by the owner and the owner shall be held
harmless for injury or death to the City employees and the City shall
indemnify the owner against loss or damage to its property by City
employees and against liability claims and demands for personal injury
or property damage asserted against the owner and growing out of the
gauging and sampling operation, except as such may be caused by negligence
or failure of the owner to maintain safe conditions.
[CC 1999 §13.0282; Ord. No. 01-05-01 §1, 5-15-2001]
The Superintendent and other duly authorized employees of the
City bearing proper credentials 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 sewer 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.
[CC 1999 §13.0290; Ord. No. 01-05-01 §1, 5-15-2001]
No unauthorized person shall maliciously, willfully or negligently
break, damage, destroy, uncover, deface or tamper with any structure,
appurtenance or equipment which is part of the sewage works. Any person
violating this provision shall be subject to immediate arrest.
[CC 1999 §13.0291; Ord. No. 01-05-01 §1, 5-15-2001]
Any person found guilty of violating any Section of this Chapter,
shall be subject to up to a five hundred dollar ($500.00) fine and/or
up to ninety (90) days in the County Jail. Each day in which any such
violation continues shall be deemed a separate offense.
[CC 1999 §13.0292; Ord. No. 01-05-01 §1, 5-15-2001]
Any person violating any of the Sections of this Chapter, shall
become liable to the City for any expense, loss or damage occasioned
the City by reason of such violation, including reasonable attorney
fees and court costs.
[CC 1999 §13.0293; Ord. No. 01-05-01 §1, 5-15-2001]
[CC 1999 §13.0294; Ord. No. 01-05-01 §1, 5-15-2001]
Any person that holds a business license in the City of Fair
Grove shall have his/her license suspended immediately by the City
Clerk until the next regular meeting whenever the second (2nd) or
additional, citations have been issued to said individual holding
the business license. The Board of Aldermen shall take actions at
said meeting regarding said business license and set a hearing date
at that time, if necessary.
