[Ord. No. 190 Art. I, 11-25-1986]
Unless the context specifically indicates otherwise, the meaning
of terms used in this Chapter shall be a follows:
BOD (DENOTING BIOCHEMICAL OXYGEN DEMAND)
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 milligrams
per liter.
BUILDING DRAIN
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.
BUILDING SEWER
The extension from the building drain to the public sewer
or other place of disposal.
CITY
The City of Rogersville, Missouri.
GARBAGE
Solid wastes from the domestic and commercial preparation,
cooking and dispensing of food and from the handling, storage and
sale of produce.
INDUSTRIAL WASTES
The liquid wastes from industrial manufacturing processes,
trade or business as distinct from sanitary sewage.
NATURAL OUTLET
Any outlet into a watercourse, pond, ditch, lake or other
body of surface or ground water.
PERSON
Any individual, firm, company, association, society, corporation,
partnership or other group or entity.
pH
The logarithm of the reciprocal of the weight of hydrogen
ions in grams per liter of solution.
PRETREATMENT
The reduction of the amount of pollutants, the elimination
of pollutants, or the alteration of the nature of pollutant properties
in wastewater prior to or in lieu of discharging or otherwise introducing
such pollutants into a publicly owned treatment works. The reduction
or alteration may be obtained by physical, chemical or biological
processes, process changes or by other means, except as prohibited
by 40 CFR, Section 403.6 (d). Appropriate pretreatment technology
includes control equipment, such as equalization tanks or facilities,
for protection against surges or slug loadings that might interfere
with or otherwise be incompatible with the POTW. However, where wastewater
from a regulated process is mixed in an equalization facility with
unregulated wastewater or with wastewater from another regulated process,
the effluent from the equalization facility must meet an adjusted
pretreatment limit calculated in accordance with 40 CFR, Section 403.6(e).
PROPERLY SHREDDED GARBAGE
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 sewages, with no particle greater than one-half (½)
inch (1.27 centimeters) in any dimension.
PUBLIC SEWER
A sewer in which all owners of abutting properties have equal
rights and is controlled by a public authority.
SANITARY SEWER
A sewer which carries sewage and to which storm, surface
and ground waters are not intentionally admitted.
SEWAGE
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.
SEWAGE WORKS
All facilities for collecting, pumping, treating and disposing
of sewage.
SEWER
A pipe or conduit for carrying sewage.
SHALL
Is mandatory; MAY — Is permissive.
SLUG
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.
SUPERINTENDENT
The Superintendent of Sewage Works and/or of Water Pollution
Control of the City of Rogersville or his/her authorized deputy, agent
or representative.
SUSPENDED SOLIDS
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.
WATERCOURSE
A channel in which a flow of water occurs, either continuously
or intermittently.
[Ord. No. 190 Art. II, 11-25-1986; Ord. No. 397 §1, 2-24-2003]
A. It
shall be unlawful for any person to place, deposit or permit to be
deposited in any unsanitary manner on public or private property within
the City of Rogersville, or in any area under the jurisdiction of
the City, any human or animal excrement, garbage, or other objectionable
waste.
B. It
shall be unlawful to discharge to any natural outlet within the City
of Rogersville, or in any area under the jurisdiction of the City,
any sewage or other polluted wastes, except where suitable treatment
has been provided in accordance with subsequent provisions of this
Chapter.
C. Except
as hereinafter provided, it shall be unlawful to construct or maintain
any privy, privy vault, septic tank, cesspool or other facility intended
or used for the disposal of sewage.
D. 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 that said public sewer is within two hundred (200)
feet of the property line, and said public sewer is not a pressurized
sewer system.
E. 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 pressurized 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 that said pressurized public
sewer is within two hundred (200) feet of the property line and the
existing residential private sewage disposal system has failed to
adequately safeguard the health of the community. Once a pressurized
sanitary or combined sewer is available as stated above, no repairs
or improvements may be made to the private sewage disposal system
on the property.
[Ord. No. 190 Art. III, 11-25-1986]
A. Where a public sanitary or combined sewer is not available under the provisions of Section
710.020(D), the building sewer shall be connected to a private sewage disposal system complying with the provisions of this Article.
B. Before
commencement of construction of a private sewage disposal system,
the owner shall first obtain a written permit signed by the Superintendent.
The application for such permit shall be made on a form furnished
by the City, which the applicant shall supplement by any plans, specifications,
and other information as are deemed necessary by the Superintendent.
A permit and inspection fee of fifty dollars ($50.00) shall be paid
to the City at the time the application is filed.
C. A permit
for a private sewage disposal system shall not become effective until
the installation is completed 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 applicant for the permit shall notify the Superintendent
when the work is ready for final inspection, and before any underground
portions are covered. The inspection shall be made within twenty-four
(24) hours of the receipt of notice by the Superintendent.
D. The
type, capacities, locations and layout of a private sewage disposal
system shall comply with all recommendations of the Missouri Department
of Natural Resources. No permit shall be issued for any private sewage
disposal system employing subsurface soil absorption facilities where
the area of the lot is less than fifteen thousand (15,000) square
feet. No septic tank or cesspool shall be permitted to discharge to
any natural outlet.
E. At
such time as a public sewer becomes available to a property served
by a private sewer disposal system, as provided in this Section, a
direct connection shall be made to the public sewer in compliance
with this Chapter, and any septic tanks, cesspools and similar private
sewage disposal facilities shall be abandoned and filled with suitable
material.
F. The
owner shall operate and maintain the private sewage disposal facilities
in a sanitary manner at all times, at no expense to the City.
G. No
statement contained in this Article shall be construed to interfere
with any additional requirements that may be imposed by the Health
Officer.
H. When
a public sewer becomes available, the building sewer shall be connected
to said sewer within sixty (60) days and the private sewage disposal
system shall be cleaned of sludge and filled with soil.
[Ord. No. 190 Art. IV, 11-25-1986; Ord. No. 572 §4, 8-20-2007]
A. 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 Superintendent.
B. All
costs and expense incident to the installation and connection of the
building sewer shall be borne by the owner. The owner shall indemnify
the City from any loss damage that may directly or indirectly be occasioned
by the installation of the building sewer.
C. 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, 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.
D. Old
building sewers may be used in connection with new buildings only
when they are found, on examination and test by the Superintendent,
to meet all requirements of this Chapter.
E. The
size, slope, alignment, materials 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 amplification
thereof, the materials 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.
F. 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.
G. No
person shall make connection of roof downspouts, exterior foundation
drains, areaway drains, or other sources of surface runoff or ground
water to a building sewer or building drain which in turn is connected
directly or indirectly to a public sanitary sewer.
H. The
connection of the building sewer into the public sewer shall conform
to the requirements of the Building and Plumbing Code or other applicable
rules and regulations of the City or the procedures set forth in appropriate
specifications of the A.S.T.M. and the W.P.C.F. Manual of Practice
No. 9. All such connections shall be made gastight and watertight.
Any deviation from the prescribed procedures and materials must be
approved by the Superintendent before installation.
I. 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.
J. All
excavations for building sewer installation 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.
[Ord. No. 190 Art. V, 11-25-1986; Ord. No. 373 §§1 —
3, 6-3-2002; Ord. No.
476 §6, 6-20-2005]
A. No
person shall discharge or cause to be discharged any stormwater, surface
water, ground water, roof runoff, subsurface drainage, including interior
and exterior foundation drains, uncontaminated cooling water, or unpolluted
industrial process waters to any sanitary sewer.
B. 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 of unpolluted process waters may be discharged, on approval
of the Superintendent, to a storm sewer, combined sewer or natural
outlet.
C. No
person shall discharge or cause to be discharged any of the following
described waters or wastes to 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 singular 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 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, wood, unground garbage, whole blood, paunch
manure, hair and fleshings, entrails and paper dishes, cups, milk
container, etc., either whole or ground by garbage grinders.
5. Any waters or wastes having (1) a five (5) day BOD greater than three
hundred (300) parts per million by weight, or (2) containing more
than three hundred fifty (350) parts per million by weight of suspended
solids, or (3) 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. 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) reduce the biochemical
oxygen demand to three hundred (300) parts per million by weight,
or (2) reduce the suspended solids to three hundred fifty (350) parts
per million by weight, or (3) 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.
D. 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 that 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 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 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, oils, whether emulsified
or not, 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 (0) and sixty-five degrees Centigrade (65°
C)).
3. Any garbage that has not been 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 or not.
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 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 residue) 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, chemical oxygen demand, 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 wastes constituting "slugs"
as defined herein.
e. 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 affluent cannot meet the requirements of other agencies having
jurisdiction over discharge to the receiving waters.
E. 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 Subsection
(D) of this Section, and which in the judgment of the Superintendent may have 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:
2. Require pre-treatment 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 cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of Subsection
(J) of this Section.
If the Superintendent permits the pre-treatment 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.
F. 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 that 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.
G. 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.
H. 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 accessible and
safely located, all 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.
I. 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 manhole provided
or upon suitable samples taken at said manhole. In the event that
no special manhole has been required, 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. (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.)
J. No
statement contained in this Article 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, therefore,
by the industrial concern.
K. Grease Interceptors.
1. Grease interceptors shall be provided on kitchen drain lines from
institutions, hotels, restaurants, school lunch rooms and other establishments
from which relatively large amounts of grease may be discharged to
the treatment facility.
2. Grease interceptors should be located as close to the fixtures being
served as possible and should receive only the waste streams from
grease producing fixtures. Sanitary waste streams, garbage grinder
waste streams and other waste streams which do not include grease
should be excluded from passing through the grease interceptors. This
separation is mandatory for new construction. Grease interceptors
must be cleaned on a regular basis and must be readily accessible
for this purpose.
3. Sizing for grease interceptors is based on wastewater flow and can
be calculated from the number and kind of sinks and fixtures discharging
to the interceptor. The following two (2) equations shall be used
to determine the capacity of grease interceptors for restaurants and
other types of commercial facilities:
a. Restaurants. Forty (40) gallons capacity for each
seat, minimum size of one thousand (1,000) gallons.
b. Hospitals, nursing homes, other type commercial kitchens
with varied seating capacity. Fifteen (15) gallons capacity
for each meal served per day, minimum size of one thousand (1,000)
gallons.
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Alternate methods of sizing grease interceptors may be accepted
by the Superintendent when designed by an Engineer registered in the
State of Missouri. Grease interceptors should not be less than one
thousand (1,000) gallons capacity.
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4. Grease interceptors shall be provided with a manhole or opening of
sufficient size to permit inspection and cleaning. When the grease
interceptor is located below ground, the access opening shall be extended
to grade. The opening shall be fitted with a tight fitting cover which
shall prevent the entrance of insects and vermin.
5. The grease interceptor should be constructed of materials similar
to septic tanks and be properly baffled on both the inlet and outlet.
6. Grease interceptors shall be cleaned on a regular basis. Minimum
frequency of cleaning shall be once each six (6) months. Frequency
of cleaning shall be determined by regular measurements of the thickness
of the floating grease layer. Cleaning should take place in accordance
with the interceptor manufacturer's instructions, when the bottom
of the floating grease layer approaches within six (6) inches of the
interceptor outlet elevation or when the sludge layer approaches within
twelve (12) inches of the interceptor outlet elevation, whichever
comes first.
7. Grease interceptors shall not discharge prohibited substances as
defined in Article V, Sec. 4(b) in any single event as determined
by a grab sample.
L. Sewage Grinder Pumps.
1. Individual customer grinder pumps connected to force mains shall
be of the positive displacement type of sufficient capacity and horsepower
to deliver ten (10) gallons per minute for any residence or duplex.
Individual customer grinder pumps connected to gravity sewers may
be positive displacement or centrifugal type.
2. Operation and maintenance of a grinder pump is the sole responsibility
of the property owner. Should the City of Rogersville or any developer
install City-approved pumping facilities that change the operating
pressure of the force main and modifications to individual customer
grinder pumps connected to that line are needed, such modifications
are the sole responsibility of the owner of the grinder pump.
3. The property owner shall ensure that their electrical service is
adequate for operation of the grinder pump.
4. All grinder pumps shall be equipped with the following minimum features:
a. Grinder pump systems shall be complete factory-built and tested grinder
pump stations, each consisting of a grinder pump mounted in a pump
basin with pump removal system, a shut-off valve, anti-siphon valve
and check valve.
b. Inlet and discharge piping shall be a minimum of forty-two (42) inches
below finish grade.
c. Pump basins shall have a minimum of fifty (50) gallons capacity below
the inlet line.
d. The cover or lid shall be locked and withstand a minimum live load
of three hundred (300) pounds per square foot.
e. Concrete ballast shall be placed around the basin to prevent flotation
in high ground water conditions.
f. One (1) additional check valve shall be installed on the owner's
property near the connection to the force main. This valve shall be
installed in a cast iron slide type valve box.
g. A remote electrical panel with audio alarm, visual alarm and disconnect
shall be mounted within sight of the grinder pump unit.
[Ord. No. 190 Art. VI, 11-25-1986]
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 sewage works. Any
person violating this provision shall be subject to immediate arrest
under charge of disorderly conduct.
[Ord. No. 190 Art. VII, 11-25-1986]
A. 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
a direct bearing on the kind and source of discharge to the sewers
or waterways or facilities for waste treatment.
B. While performing the necessary work on private properties referred to in Subsection
(A) above, the Superintendent or duly authorized employees 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 and the City shall indemnify the company against loss or damage to its property by City employees and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions as required in Section
710.050(H).
C. 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
sewage 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.
[Ord. No. 190 Art. VIII, 11-25-1986]
A. Any person found to be violating any provision of this Chapter except Section
710.060 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 violations.
B. Any person who shall continue any violation beyond the time limit provided for in Subsection
(A) shall upon conviction thereof be fined in an amount not less than ten dollars ($10.00) and not exceeding five hundred dollars ($500.00) for each violation. Each day in which any such violations shall continue shall be deemed a separate offense.
C. Any person who shall violate the provisions of Section
710.060 shall upon conviction thereof be fined not less than ten dollars ($10.00) and not more than five hundred dollars ($500.00) for each violation.
D. 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.
[Ord. No. 504 §§1 —
2, 11-7-2005]
A. The
average sewer service rate for sewer connections of sewer service
users of the City of Rogersville sewer system shall be set as thirteen
dollars fifty-seven cents ($13.57).
B. Such
average sewer service rates shall be utilized in determining the sewer
service rate for new residents to the City of Rogersville who have
not established sewer service average for calculation of sewer charges.
C. In
March of each year, Rogersville City utilities shall recalculate a
new average sewer service rate for sewer connections of sewer service
users of the City of Rogersville sewer system and shall apply such
new average sewer service rate for calculation of sewer rates of any
new residents who initiate sewer service after such recalculation.