The intent and purpose of this article and the regulations contained
herein is to provide specific enforceable rules and regulations pertaining
to the regulation of the design, construction and use of sewer mains
and facilities, the building of sewers and connections thereof, and
the discharge of waters and wastewaters into the public sewer system.
For the interpretation and enforcement of this article, certain
words and terms are defined as follows. "May" is permissive; "shall"
is mandatory.
BIOCHEMICAL OXYGEN DEMAND (BOD)
The quantity of oxygen utilized in the biochemical oxidation
of organic matter under standard laboratory procedure in five days
at 20° C., expressed in milligrams per liter.
BUILDING DRAIN
That part of the lower horizontal piping of a drainage system
that receives the discharge of soil, waste and other drainage pipes
inside any building and conveys the same to the building sewer by
gravity flow.
BUILDING SEWER
The extension from the building drain to the public sewer
or other place of disposal, also called "house connection," "building
connection" or "lateral."
COMBINED SEWER
A sewer intended to receive both wastewater and stormwater
or surface water.
DIRECTOR OF PUBLIC WORKS
The Director of Public Works, if any, the plant manager,
plant superintendent, or operating official of the Utility District.
If the EMC does not, from time to time, appoint or have acting as
a Plumbing Inspector, as that term is titled and used within this
article, the term "Director of Public Works" shall be considered synonymous
with the term "Plumbing Inspector."
EASEMENT
An acquired legal right for the specific use of land owned
by others.
ENACTING MUNICIPAL CORPORATION (EMC)
The municipal corporation or municipal entity adopting this
article. As hereinafter used, the term "enacting municipal corporation"
shall show as "EMC."
FLOATABLE OIL
Oil, fat, or grease in a physical state such that it will
separate by gravity from wastewater by treatment in an approved pretreatment
facility. The wastewater shall be considered free of floatable oil
if it is properly pretreated and the wastewater does not interfere
with the collection system.
GARBAGE
The animal and vegetable waste resulting from the handling,
preparation, cooking, and serving of foods.
INDUSTRIAL WASTES
The wastewater from industrial processes, trade, or business
as distinct from domestic or sanitary wastes.
MANAGER
The manager of the wastewater facilities and the wastewater
treatment works of the Grand Chute-Menasha West Sewerage Commission
and/or the Neenah-Menasha Sewerage Commission or their authorized
deputies, agents, or representatives.
NATURAL OUTLET
Any outlet, including storm sewers and combined sewer overflows,
into a watercourse, pond, ditch, lake, or other body of surface water
or groundwater.
PERSON
Any individual, firm, company, association, society, corporation,
or group.
pH
The logarithm of the reciprocal of the hydrogen ion concentration.
The concentration is the weight of hydrogen ions, in grams, per liter
of solution. Neutral water, for example, has a pH value of 7 and a
hydrogen ion concentration of 10-7.
PROPERLY SHREDDED GARBAGE
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 1/2 inch (1.27 centimeters)
in any dimension.
PUBLIC SEWER
A common sewer controlled by a governmental agency or public
utility.
SANITARY SEWER
A sewer that carries liquid and water-carried wastes from
residences, commercial buildings, industrial plants, and institutions,
together with the incidental quantities of groundwater, stormwater,
and surface waters that are not admitted intentionally.
SEPARATOR
A device or structure designed and installed so as to retain
deleterious, hazardous or undesirable matter from normal wastes while
permitting normal sewage or liquid wastes to discharge into the sanitary
sewer system by gravity. A "separator" is sometimes called an "interceptor"
but is not to be confused with "interceptor sewers," which are used
to convey large amounts of sewage.
SEWAGE
The spent water of a community. The preferred term is "wastewater."
SEWER
A pipe or conduit that carries wastewater or drainage water.
SLUG
Any discharge or change in rate of discharge of water, wastewater
or pollutant concentrations from any source to the sanitary sewer
system that causes or may cause physical damage or interferes with
the treatment processes or results in violation of effluent limitations.
STANDARD METHODS
The latest edition of Standard Methods for the Examination
of Water and Wastewater, published by the American Public Health Association.
STORMWATER
That water which originates from rainfall and/or snowmelt.
SUSPENDED SOLIDS
Total suspended matter that either floats on the surface
of or is in suspension in water, wastewater, or other liquids, and
that is removable by laboratory filtering as prescribed in Standard
Methods.
UNPOLLUTED WATER
Water of quality equal to or better than the effluent criteria
in effect or water that would not cause violation of receiving water
quality standards and would not be benefited by any discharge to the
sanitary sewers and wastewater treatment facilities provided.
WASTEWATER
The spent water of a community. From the standpoint of source,
it may be a combination of the liquid and water-carried wastes from
the residences, commercial buildings, industrial plants, and institutions,
together with any groundwater, surface water, and stormwater that
may be present.
WASTEWATER FACILITIES
The structures, equipment and processes required to collect,
carry away, and treat domestic and industrial wastes and dispose of
the effluent.
WASTEWATER TREATMENT WORKS
An arrangement of devices and structures for the treating
and disposing wastewater, industrial wastes, and sludge. Sometimes
used as synonymous with "waste treatment plant" or "wastewater treatment
plant" or "waste pollution control plant."
WATERCOURSE
A natural or artificial channel for the passage of water
either continuously or intermittently.
The Village of Fox Crossing has adopted a policy of combining
charges for sewer and water. In the event a customer of the Utility
District fails to make payment in full upon a combined water and/or
sewer bill, said failure to make payment in full shall provide for
both the water and sewer bill to be considered delinquent. No portion
of the payment made can be considered specifically designated for
either sewer service or water service, except by equal proportion.
The surcharge for volume and strength provided to be assessed
under this article shall be based upon a formula establishing costs
per pound of the treatment of BOD and solids (suspended solids and
phosphorus). Said formula shall be approved by the Village Board and
shall be kept on file with the Clerk of the Utility District. The
formula as approved and/or amended thereafter, and currently applicable
pursuant to the terms of this contract, is hereby adopted by reference
as if included and set forth herein.
No manhole shall be located or placed without prior approval
of the Village Board, and said placement of manholes servicing sewer
line shall comply with the following regulations:
A. Any person, party, corporation, firm, or individual installing any
sanitary sewer installation in the Village of Fox Crossing shall be
required to locate access to manholes for sanitary sewer line at a
location on or within eight feet of the center line of the right-of-way,
or the center line of the paved portion of roadway of any street in
the Village of Fox Crossing.
B. In the event there is located at said installation a paved roadway,
the distance of no greater than eight feet either side of said paved
roadway shall mark the maximum limits for installation of manhole
access. In the event the roadway is not paved and is of a gravel or
other loose construction, and has no permanent hard surface, then
the location of the manhole shall be within eight feet of the center
of the right-of-way. In areas where a cul-de-sac is installed as and
for roadway usage, the limitation of installation of manholes shall
not extend beyond 20 feet from the center of the cul-de-sac or turnaround.
C. It is the intent of these regulations that manholes not be located
off the roadway in ditch areas alongside the roadway, and it is the
intent in the regulation in cases where there may be conflicts or
problems arising from its interpretation that the Village Board shall
attempt to keep all manhole construction out of areas which are designated
as ditch lines or designated to carry surface water flow.
The Utility District requires that all sewer main installed
in the Utility District shall be air tested in accordance with the
"Specifications Governing Air Testing of Sewer and Water Mains on
Lines" on file in the Utility District offices. It shall be required
that any person, party, corporation, firm, or individual installing
any sanitary sewer installation in the Utility District shall comply
with the aforementioned specification.
Sewer laterals to be installed to any dwelling unit within the
Utility District with three or more dwelling units shall be required
to install a minimum six-inch lateral to provide sufficient sewer
capacity.
Properties of low elevation during periods of high groundwater
or when water flows are excessive in sanitary sewer mains are required
for the property owner's protection and for the protection of the
Utility District to comply as follows:
A. In all construction, the property owner must supply a force-pump
system to any new structure that has an elevation differential of
less than three feet between the lowest discharge point in said building
and the top of the sewer main. The installation of all force-pump
systems shall be in accordance with this article and shall be approved
by the Utility District prior to installation, and the installation
of the same shall be inspected and reviewed by the Utility District
and its inspectors.
B. No plumbing fixtures shall be connected to the sanitary sewer lateral
should said fixture discharge outlet be less than three feet above
the top elevation of the sanitary sewer to which said lateral is connected.
C. Should any plumbing fixture fail to make the three-foot-minimum requirements
described above, then such fixture shall be connected to the sanitary
sewer lateral through a suitable lift pump accompanied by appropriate
check valve to prevent any wastewater backup through the lift pump.
D. The allowance for installations as provided by this section assumes
no responsibility on the part of the Utility District for abutting
upon the premises that may be related to the connection to the sanitary
sewer facilities.
E. Sewer laterals connecting the sewer main to the discharge point of
the building shall have a minimum of 1/4 inch per foot drop in elevation
from the building to the main.