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City of Waterloo, WI
Jefferson County
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Table of Contents
Table of Contents
The Waterloo Sewer Utility shall be managed by the Waterloo Sewer Commission under the general direction of the Council.
As used in this article, the following terms shall have the meaning indicated:
APPROVING AUTHORITY
The Commission or its duly authorized deputy, agent or representative.
[Amended by Ord. No. 98-4]
BACKWATER
The unwanted reverse flow of liquids, solids or gases.
[Added 6-3-2021 by Ord. No. 2021-05]
BACKWATER VALVE
A device designed to automatically prevent the reverse flow of wastewater in a drain system. Usually referred to as a "palmer valve" designed to protect the entire house drain system.
[Added 6-3-2021 by Ord. No. 2021-05]
BASEMENT
That portion of a dwelling below the first floor or ground floor with its entire floor below grade.
[Added 6-3-2021 by Ord. No. 2021-05]
BIOCHEMICAL OXYGEN DEMAND (BOD)
The quantity of oxygen utilized in the biochemical oxidation of organic matter in five days at 20° C., expressed as milligrams per liter. Quantitative determination of BOD shall be made in accordance with procedures set forth in Standard Methods.
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.
BUILDING SEWER
The extension from the building drain to the public sewer or other place of disposal, also called "house connection" or "lateral." Except as provided in this article, building sewers shall not be subject to the jurisdiction of the City and the City shall not be responsible for the construction and/or maintenance of such sewers.
CATEGORY A
Those sanitary sewer users who discharge normal domestic strength wastewater with concentrations of BOD no greater than 250 mg/l, suspended solids no greater than 250 mg/l, nitrogen no greater than 35 mg/l, and phosphorous no greater than seven mg/l.
[Amended by Ord. No. 98-4]
CATEGORY B
Those sanitary sewer users who discharge wastewater with concentrations in excess of 250 mg/l of BOD, 250 mg/l suspended solids, 35 mg/l nitrogen and seven mg/l phosphorous. Users whose wastewater exceeds the concentration for any one of these parameters shall be in Category B.
[Amended by Ord. No. 98-4]
CHECK VALVE
A device designed to automatically prevent the reverse flow of wastewater.
[Added 6-3-2021 by Ord. No. 2021-05]
CHLORINE REQUIREMENT
The amount of chlorine, in milligrams per liter, which must be added to sewage to produce a specified residual chlorine content in accordance with procedures set forth in Standard Methods.
COMPATIBLE POLLUTANT
Biochemical oxygen demand, suspended solids, pH or fecal coliform bacteria plus additional pollutants identified in the NPDES permit for the publicly owned treatment works receiving the pollutants if such works were designed to treat such additional pollutants and in part do remove such pollutants to a substantial degree.
EASEMENT
An acquired legal right for the specific use of land owned by others.
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. A 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 residue from the preparation, cooking and dispensing of food and from the handling, storage and sale of food products and produce.
GROUND GARBAGE
The residue from the preparation, cooking and dispensing of food that has been shredded to such degree that all particles will be carried freely in suspension under the flow conditions normally prevailing in public sewers with no particle greater than 1/2 inch in any dimension.
INCOMPATIBLE POLLUTANTS
Wastewater with pollutants that will adversely affect the wastewater treatment facilities or disrupt the quality of wastewater treatment if discharged to the wastewater treatment facilities.
INDUSTRIAL WASTE
Any trade or process waste as distinct from segregated domestic wastes or wastes from sanitary conveniences.
NATURAL OUTLET
Any outlet, including storm sewers and combined sewer overflows, into a watercourse, pond, ditch, lake or other body of surface water or groundwaters.
NITROGEN
Kjeldahl nitrogen which is the sum of organic nitrogen and ammonia nitrogen.
NORMAL DOMESTIC STRENGTH WASTEWATER
Wastewater with concentrations of BOD no greater than 250 mg/1, suspended solids no greater than 250 mg/1, nitrogen no greater than 35 mg/1 and phosphorous no greater than seven mg/1.
[Amended by Ord. No. 98-4]
pH
The logarithm of the reciprocal of the hydrogen-ion concentration. Neutral water, for example, has a pH value of seven and a hydrogen concentration of 10-7
PHOSPHORUS (P)
Total phosphorus in wastewater which may be present in any of three principal forms, orthophosphates, polyphosphates and organic phosphates. Quantitative determination of total phosphorus shall be made in accordance with procedures set forth in Standard Methods.
PUBLIC SEWER
Any publicly owned sewer, storm drain, sanitary sewer or combined sewer.
REPLACEMENT COSTS
Expenditures for obtaining and installing equipment, accessories or appurtenances which are necessary during the useful life of the wastewater treatment facility to maintain the capacity and performance for which such facilities were designed and constructed. Operation and maintenance costs include replacement costs.
SANITARY SEWAGE
A combination of water-carried wastes from residences, business buildings, institutions and industrial plants, other than industrial wastes from such plants, together with such groundwater, surface water and stormwater as may be present.
SANITARY SEWER
A sewer that carries sanitary and industrial water-carried wastes from residences, commercial buildings, industrial plants and institutions, together with minor quantities of groundwater, stormwater and surface water that are not admitted intentionally.
SEWAGE
The spent water of a community. The preferred term is "wastewater."
SEWER
A pipe or conduit that carries wastewater or drainage water.
SEWER SERVICE CHARGE
A charge levied on users of the wastewater treatment facilities for payment of operation and maintenance expenses, debt service costs and other expenses or obligations of said facilities.
SLUG
Any discharge of water or wastewater which in concentration of any given constituent or in quantity of flow exceeds for any period of duration longer than 15 minutes more than five times the average twenty-four-hour concentration of flows during normal operation and shall adversely affect the system and/or performance of the wastewater treatment works.
STANDARD METHODS
The examination and analytical procedures set forth in the most recent edition of Standard Methods for the Examination of Water, Sewage and Industrial Wastes, published jointly by the American Public Health Association, the American Water Works Association and the Federation of Sewage and Industrial Wastes Associations.
STORM DRAIN
Sometimes termed "storm sewer," a drain or sewer for conveying water, groundwater, subsurface water or unpolluted water from any source.
SUSPENDED SOLIDS (SS)
Solids that either float on the surface of, or are in suspension in, water, wastewater or other liquid and that are removable by laboratory filtering as prescribed in Standard Methods and are referred to as "nonfilterable residue."
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 benefitted by 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 residences, commercial buildings, industrial plants and institutions, together with any groundwater, surface water and stormwater that may be present.
WASTEWATER COLLECTION SYSTEM
The structures and equipment required to collect and carry wastewater.
WASTEWATER TREATMENT FACILITY
An arrangement of devices and structures for the storage, treatment, recycling and reclamation of wastewater, liquid industrial wastes and sludge. These systems include interceptor sewers, outfall sewers, wastewater collection systems, individual systems, pumping, power and other equipment and their appurtenances; any works that are an integral part of the treatment process or are used for ultimate disposal of residues from such treatment; or any other method or system for preventing, abating, reducing, storing, treating, separating or disposing of municipal or industrial wastes.
WISCONSIN POLLUTANT DISCHARGE ELIMINATION SYSTEM (WPDES) PERMIT
A document issued by the state which establishes effluent limitations and monitoring requirements for the municipal wastewater treatment facility.
A. 
Sanitary sewers. No person shall discharge or cause to be discharged any unpolluted waters, such as stormwater, groundwater, roof runoff, subsurface drainage or cooling water, to any sanitary sewer.
B. 
Storm sewers. Stormwater and all other unpolluted water shall be discharged to such sewers as are specifically designated as combined sewers or storm sewers or to a natural outlet approved by the approving authority and other regulatory agencies. Unpolluted industrial cooling water or process water may be discharged, on approval of the approving authority and other regulatory agencies, to a storm sewer, combined sewer or natural outlet.
C. 
Prohibitions and limitations. Except as hereinafter provided, no person shall discharge or cause to be discharged any of the following described waters or wastes to any public sewer:
(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 quantities, either singly or by interaction with other wastes, that could injure or interfere with any waste treatment or sludge disposal process, constitute a hazard to humans or animals, or create a public nuisance in the receiving waters of the wastewater treatment facility.
(3) 
Any waters or wastes having a pH lower than 5.5 or in excess of 9.0 or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the wastewater treatment facilities.
(4) 
Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in public sewers or other interference with the proper operation of the wastewater treatment facilities, 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 containers, etc., either whole or ground by garbage grinders.
(5) 
The following described substances, materials, waters or waste shall be limited in discharges to sanitary sewer systems to concentrations or quantities which will not harm either the sanitary sewers, wastewater treatment process or equipment; will not have an adverse effect on the receiving stream; or will not otherwise endanger lives, limbs or public property or constitute a nuisance. The approving authority may set limitations more stringent than those established below if such more stringent limitations are necessary to meet the above objectives. The approving authority will give consideration to the quantity of subject waste in relation to flows and velocities in the sewers, materials of construction of the sanitary sewers, the wastewater treatment facility and other pertinent factors. Wastes or wastewaters discharged to the sanitary sewers shall not exceed the following limitations:
(a) 
Wastewater having a temperature higher than 150° F. (65° C.).
(b) 
Wastewater containing more than 25 mg/1 of petroleum oil, nonbiodegradable cutting oils or products of mineral oil origin.
(c) 
Wastewater from industrial plants containing floatable oils, fat or grease.
(d) 
Any unground garbage. Garbage grinders may be connected to sanitary sewers from homes, hotels, institutions, restaurants, hospitals, catering establishments or similar places where garbage originates from the preparation of food in kitchens for the purpose of consumption on the premises or when served by caterers.
(e) 
Any waters or wastes containing iron, copper, zinc and other toxic and nonconventional pollutants to such degree that the concentration exceeds levels specified by federal, state and local authorities.
(f) 
Any waters or wastes containing phenols or other taste- or odor-producing substances exceeding limits which may be established by the approving authority or limits established by any federal or state statute, rule or regulation.
(g) 
Any radioactive wastes or isotopes of such half-life or concentration as may exceed limits established by the approving authority in compliance with applicable state or federal regulations.
(h) 
Any waters or wastes containing substances which are not amenable to treatment or reduction by the wastewater treatment processes employed or are amenable to treatment only to such degree that the wastewater treatment facility effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters.
(i) 
Any water or wastes which, by interaction with other water or wastes in the sanitary sewer system, release obnoxious gases, form suspended solids which interfere with the collection system or create a condition deleterious to structures and treatment processes.
(j) 
Materials which exert or cause:
[1] 
Unusual phosphorous in such quantities as to constitute a significant load on the wastewater treatment facility.
[Amended by Ord. No. 98-4]
[2] 
Unusual volume of flow or concentration of wastes constituting "slugs," as defined herein.
[3] 
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 sulfate.
[4] 
Excessive discoloration, such as, but not limited to, dye wastes and vegetable tanning solutions.
(k) 
Incompatible pollutants in excess of the allowed limits as determined by local, state and federal laws and regulations in reference to pretreatment standards developed by the Environmental Protection Agency, 40 CFR 403, as amended from time to time.
(l) 
Any waters or wastes discharged to the sewer containing over 0.1 mg/1 hexavalent chromium per 24 hours' composite.
D. 
WPDES permit. No person shall cause or permit a discharge into the sanitary sewers that would cause a violation of the City's WPDES permit and any modifications thereof.
E. 
Special arrangements. No statement contained in this article shall be construed as prohibiting any special agreement between the approving authority and any person whereby a waste of unusual strength or character may be admitted to the wastewater treatment facilities, either before or after pretreatment, provided that there is no impairment of the functioning of the wastewater treatment facilities by reason of the admission of such wastes and no extra costs are incurred by the City without recompense by the person, and further provided that all rates and provisions set forth in this article are recognized and adhered to.
F. 
New connections. New connections to the City's sanitary sewer system will be allowed only if there is available capacity.
G. 
Water softeners. New softeners shall have demand-initiated regeneration controls and have a minimum salt efficiency of 3,350 grains' hardness per pound of salt.
[Added 6-28-2007 by Ord. No. 2007-15]
A. 
Submission of basic data. The approving authority may require each person who discharges or seeks to discharge industrial wastes to a public sewer to prepare and file with the approving authority, at such time as it determines, a report that shall include pertinent data relating to the quantity and characteristics of the wastes discharged to the wastewater treatment facilities. In the case of a new connection, the approving authority may require that this report be prepared prior to making the connection to the public sewers.
B. 
Industrial discharges. If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters or wastes contain substances or possess the characteristics enumerated in § 340-12 of this article and which, in the judgment of the approving authority, have a deleterious effect upon the wastewater treatment facilities, processes, equipment or receiving waters, or which otherwise create a hazard to life or health or constitute a public nuisance, the approving authority 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 cost of handling and treating the wastes not covered by existing taxes or sewer charges under the provisions of this article.
C. 
Control manholes.
(1) 
Each person discharging industrial wastes into a public sewer shall, at the discretion of the approving authority, construct and maintain one or more control manholes or access points to facilitate observation, measurement and sampling of wastes, including sanitary sewage.
(2) 
Control manholes or access facilities shall be located and built in a manner acceptable to the approving authority. If measuring and/or sampling devices are to be permanently installed, they shall be of a type acceptable to the approving authority.
(3) 
Control manholes, access facilities and related equipment shall be installed by the person discharging the waste, at his expense, and shall be maintained by him so as to be in safe condition, accessible and in proper operating condition at all times. Plans for installation of the control manholes or access facilities and related equipment shall be approved by the approving authority prior to the beginning of construction.
D. 
Measurement of flow. The volume of flow used for computing sewer service charges shall be the metered water consumption of the person as shown in the records of meter readings maintained by the Utility, except as noted in Subsection E below.
E. 
Metering of waste. Devices for measuring the volume of waste discharged may be required by the approving authority if this volume cannot otherwise be determined from the metered water consumption records. Metering devices for determining the volume of waste shall be installed, owned and maintained by the person discharging the wastewater. Following approval and installation, such meters may not be removed without the consent of the approving authority.
F. 
Waste sampling.
(1) 
Industrial wastes discharged into the public sewers shall be subject to periodic inspection and a determination of character and concentration of said wastes. The determination shall be made by the industry as often as may be deemed necessary by the approving authority.
(2) 
Samples shall be collected in such a manner as to be representative of the composition of the wastes. The sampling may be accomplished either manually or by the use of mechanical equipment acceptable to the approving authority.
(3) 
Installation, operation and maintenance of the sampling facilities shall be the responsibility of the person discharging the waste and shall be subject to the approval of the approving authority. Access to sampling locations shall be granted to the approving authority or its duly authorized representatives at all times. Every care shall be exercised in the collection of samples to ensure their preservation in a state comparable to that at the time the sample was taken.
G. 
Pretreatment. Persons discharging industrial wastes into any public sewer may be required to pretreat such wastes if the approving authority determines pretreatment is necessary to protect the wastewater treatment facilities or prevent the discharge of incompatible pollutants. In that event, such person shall provide, at his expense, such pretreatment or processing facilities as may be determined necessary to render wastes acceptable for admission to the sanitary sewers.
H. 
Grease, oil and sand interceptors. Grease, oil and sand interceptors shall be provided when, in the opinion of the approving authority, they are necessary for the proper handling of liquid wastes containing floatable grease in amounts in excess of those specified in this article 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 approving authority and shall be located as to be readily and easily accessible for cleaning and inspection. In maintaining these interceptors, the owner shall be responsible for the proper removal and disposal by appropriate means of the captured material and shall maintain records of the dates and means of disposal which are subject to review by the approving authority. Disposal of the collected materials performed by the owner's personnel or currently licensed waste disposal firms must be in accordance with currently acceptable Department of Natural Resources rules and regulations.
I. 
Analyses.
(1) 
All measurements, tests and analyses of the characteristics of waters and wastes to which reference is made in this article shall be determined in accordance with the latest edition of Standard Methods and with the federal regulations of 40 CFR 136, Guidelines Establishing Test Procedures For Analysis of Pollutants, as amended from time to time. Sampling methods, location, time, durations and frequencies are to be determined on an individual basis subject to approval by the approving authority.
(2) 
Determination of the character and concentration of the industrial wastes shall be made by the person discharging them or the person's agent, as designated and required by the approving authority. The approving authority may also make its own analyses on the wastes, and these determinations shall be binding as a basis for sewer service charges.
J. 
Submission of information. Plans, specifications and any other pertinent information relating to proposed flow equalization, pretreatment or grease and/or sand interceptor facilities shall be submitted for review and approval of the approving authority prior to the start of their construction if the effluent from such facilities is to be discharged into the public sewers. No construction of such facilities shall commence until said approval has been granted.
A. 
Sewer users served by Water Utility water meters. There is hereby levied and assessed upon each lot, parcel of land, building or premises having a connection with the wastewater collection system and being served with water solely by the Water Utility a sewer service charge based, in part, on the quantity of water used, as measured by the Water Utility water meter used upon the premises.
B. 
Sewer users served by private wells.
(1) 
If any person discharging wastewater into the public sanitary sewers procures any part or all of his water from sources other than the Water Utility, all or part of which is discharged into the sanitary sewers, the person shall have water meters installed by the Water Utility at the person's expense for the purpose of determining the volume of water obtained from these sources. Where sewer meters are already installed, new water meters will not be required. The water meters shall be furnished by the Water Utility and installed under its supervision, all costs being at the expense of the person requiring the meter.
(2) 
The Water Utility shall charge for each meter a rental charge set by the Water Utility to compensate for the cost of furnishing and servicing the meter. The rental charge shall be billed at the time the sewer service charge is billed.
C. 
Deduct meters. If a user feels that a significant amount of metered water does not reach the sanitary sewer, the user may avail himself of one of the following options:
(1) 
The user may request the approving authority to have such additional meters or metered services installed as are necessary to calculate the volume of water not discharged to the sanitary sewer, i.e., a "deduct" meter, or he may request the approving authority to have a meter installed to measure the actual amount of sewage discharged to the sanitary sewer, i.e., a "sewage" meter. A request for a second meter or metered services must be made in writing to the approving authority. In the event the approving authority agrees to such installations, the customer shall be charged all costs attendant thereto, including but not limited to a meter yoke for each meter to be installed by a licensed plumber, meter rental (the meter will be owned by the City and subject to access and inspection by the City personnel at all reasonable times) in an amount set annually by the approving authority, remote reading devices if necessary, and labor and miscellaneous parts and supplies. No provision shall be made nor shall any means be taken to route water from any "deduct" meter to the customer's general distribution system. In addition to the general penalties set forth in § 340-22 of this article, any violation of this section shall result in nullification of the deduct readings and removal of the deduct meter.
(2) 
In the event it is physically impractical or impossible to install metering equipment, he may request the approving authority to take such means as it deems necessary to formulate an estimate of the amount of water not being discharged into the sanitary sewerage system or, conversely, the amount of actual sewage discharged thereto.
(3) 
Neither of the options set forth in this section shall be applicable or available to customers for reasons which are attendant to use of water for the filling of pools or watering of lawns and outdoor greenery. Such seasonal use of water that does not reach the sewer system has been figured into the rates for the third quarter.
[Amended by Ord. No. 88-1; Ord. No. 92-6; Ord. No. 98-4]
A. 
Sewer service charge unit costs. The unit costs for the sewer service charge shall be as stated in the City of Waterloo Fee Schedule.[1]
[1]
Editor's Note: The Fee Schedule is on file at the office of the City Clerk-Treasurer.
B. 
Category A sewer service charge. The sewer service charge for Category A sewer users shall be as stated in the City of Waterloo Fee Schedule.
C. 
Category B sewer service charge. The sewer service charge for Category B sewer users shall be as stated in the City of Waterloo Fee Schedule. The Category B sewer service charge shall be computed in accordance with the formula presented below:
T = FM + (V x CV) + .00834 V ( (B x CB) + (S x CS) + (N x CN) + (P x CP))
Where:
T
=
Total sewer service charge
FM
=
Fixed monthly charge
B
=
Concentration of BOD in mg/l in the wastewater above 250 mg/l
S
=
Concentration of suspended solids in mg/l in the wastewater above 250 mg/l
N
=
Concentration of nitrogen in mg/l in the wastewater above 35 mg/l
P
=
Concentration of phosphorous in mg/l in the wastewater above 7 mg/l
V
=
Wastewater volume in 1,000 gallons
CV
=
Cost per 1,000 gallons
CB
=
Cost per pound of BOD
CS
=
Cost per pound of suspended solids
CN
=
Cost per pound of nitrogen
CP
=
Cost per pound of phosphorous
0.00834 = Conversion factor
(The above formula shall not be construed to give credits for a waste strength less than domestic concentrations for BOD, suspended solids, nitrogen or phosphorous.)
D. 
Portland Sanitary District sewer service charge. The sewer service charge for the Portland Sanitary District shall be as stated in the City of Waterloo Fee Schedule.
E. 
Reassignment of sewer users. The approving authority will reassign sewer users into appropriate sewer service charge categories if wastewater sampling programs or other related information indicate a change of categories is necessary.
F. 
Operation, maintenance and replacement fund accounts. All sewer service charge revenues collected for replacement costs shall be deposited in a separate and distinct fund to be used solely for replacement costs, as defined in § 340-11 of this article. All sewer service charge revenues collected for other operation and maintenance expenses shall also be deposited in a separate and distinct fund. All revenues for the replacement fund and for operation and maintenance of the wastewater treatment facilities shall be used solely for the replacement fund and operation and maintenance of the wastewater treatment facilities.
G. 
Disposal of septic tank sludge and holding tank sewage.
(1) 
No person in the business of gathering and disposing of septic tank sludge or holding tank sewage shall transfer such material into any disposal area or public sewer unless a permit for disposal has been first obtained from the approving authority. Written application for this permit shall be made to the approving authority and shall state the name and address of the applicant; the number of its disposal units; and the make, model and license number of each unit. Permits shall be nontransferable, except in the case of replacement of the disposal unit for which a permit shall have been originally issued. The permit may be obtained upon payment of a fee as stated in the City of Waterloo Fee Schedule. The time and place of disposal shall be designated by the approving authority. The approving authority may impose such conditions as it deems necessary on any permit granted.
(2) 
Any person or party disposing of septic tank sludge or holding tank sewage agrees to carry public liability insurance in an amount not less than $100,000 to protect any and all persons or property from injury and/or damage caused in any way or manner by an act, or the failure to act, by any of the person's employees. The person shall furnish a certificate certifying such insurance to be in full force and effect.
(3) 
All materials disposed of into the treatment system shall be of domestic origin, or compatible pollutants only, and the person agrees that he will comply with the provisions of any and all applicable ordinances of the City and shall not deposit or drain any gasoline, oil, acid, alkali, grease, rags, waste, volatile or flammable liquids, or other deleterious substances into the public sewers, nor allow any earth, sand or other solid material to pass into any part of the wastewater treatment facilities.
(4) 
Persons with a permit for disposing of septic tank sludge and/or holding tank sewage into the wastewater treatment facilities shall be charged an amount as stated in the City of Waterloo Fee Schedule.
(5) 
The person disposing wastes agrees to indemnify and hold harmless the City from any and all liability and claims for damages arising out of or resulting from work and labor performed.
H. 
Charge for toxic pollutants. Any person discharging toxic pollutants which cause an increase in the cost of managing the effluent or sludge from the City's wastewater treatment facility shall pay for such increased costs, as may be determined by the approving authority.
A. 
Calculation of sewer service charges. Sewer service charges shall be computed according to the rates and formula presented in this article.
B. 
Sewer service charge billing period. Sewer service charges shall be billed by the Waterloo Water and Light Utility Commission on a monthly basis.
[Amended by Ord. No. 92-6]
C. 
Payment of sewer service charges. Those persons billed by the Utility for the sewer service charges shall pay such charges within 20 days after the billing date at the office at 122 South Monroe Street.
D. 
Penalty. Such sewer service charges levied by the City against the sewer users in accordance with this article shall be a debt due to the City and shall be a lien upon the property. If this debt is not paid within 30 days after it shall be due, it may be deemed delinquent and may be placed, together with such penalties as provided by statute, on the next year's tax roll and be collected as other taxes are collected. Change of ownership or occupancy of premises found delinquent shall not be cause for reducing or eliminating these penalties.
A. 
Right of entry. The approving authority or other duly authorized employees of the City, bearing proper credentials and identification, shall be permitted to enter all properties for the purpose of inspection, observation or testing, all in accordance with the provisions of this article.
B. 
Safety. While performing the necessary work on private premises referred to in Subsection A above, the duly authorized City employees shall observe all safety rules applicable to the premises established by the owner or the occupant.
C. 
Identification; right to enter easements. The approving authority or duly authorized employees of the City, bearing proper credentials and identification, shall be permitted to enter all private properties through which the City holds an 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 subject to the terms, if any, of such easement.
A. 
Work authorized. No unauthorized person shall uncover, make any connections with or opening into, use, alter or disturb the sanitary sewer or appurtenances thereof without first obtaining a written permit from the approving authority.
B. 
Cost of sewer connection. All costs and expenses incident to the installation and connection of the building sewer shall be borne by the person making the connection.
C. 
Use of old building sewers. Old building sewers may be used in connection with new buildings only when they are found, on examination and test by the approving authority, to meet all requirements for this article.
D. 
Materials and methods of construction. The size, slope, alignment and 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 conform to the requirements of the City's Building and Plumbing Codes[1] 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 ASTM and WPCF Manual of Practice No. 9 shall apply.
[1]
Editor's Note: See Ch. 140, Building Construction, and Ch. 283, Plumbing.
E. 
Building sewer grade. 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.
F. 
Stormwater and groundwater drains. 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 is connected directly or indirectly to a sanitary sewer. All existing downspouts or groundwater drains, etc., connected directly or indirectly to a sanitary sewer shall be disconnected within 60 days of the date of an official written notice from the approving authority.
G. 
Conformance to plumbing codes. The connection of the building sewer into the sanitary sewer shall conform to the requirements of the Building and Plumbing Codes or other applicable rules and regulations of the City or the procedures set forth in appropriate specifications of the ASTM and WPCF 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 approving authority before installation.
H. 
Inspection connection. The person making a connection to a public sewer shall notify the approving authority when the building sewer is ready for inspection and connection to the public sewer. The connection shall be inspected and approved by the approving authority.
I. 
Barricades; restoration. All excavations for the 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 approving authority.
J. 
Backwater valve. Basement floor drains in all new construction, and at such time as existing private sewer lines are repaired or replaced within the structure being maintained, shall be protected with a backwater valve or with sanitary sump with pumping equipment in accordance with § SPS 382.30(10), Wis. Adm. Code. Backwater valves, when fully open, shall have a capacity not less than that of the pipes in which installed and shall be located to be readily accessible for cleaning.
[Added 6-3-2021 by Ord. No. 2021-05]
A. 
Any user, permit applicant or permit holder affected by any decision, action or determination, including cease and desist orders, made by the approving authority interpreting or implementing the provisions of this article or in any permit issued herein may file with the approving authority a written request for reconsideration within 10 days of the date of such decision, action or determination, setting forth in detail the facts supporting the user's request for reconsideration. The approving authority shall render a decision on the request for reconsideration to the user, permit applicant or permit holder in writing within 15 days of receipt of request. If the ruling on the request for reconsideration made by the approving authority is unsatisfactory, the person requesting reconsideration may, within 10 days after notification of the action, file a written appeal with the Council.
B. 
A fee as stated in the City of Waterloo Fee Schedule shall accompany any appeal to the Council for its ruling. This fee may be refunded if the appeal is sustained in favor of the appellant.
C. 
The written appeal shall be heard by the Council within 30 days from the date of filing. The Council shall make a final ruling on the appeal within 10 days from the date of filing.
A. 
Biennial audit. The City shall review, at least every two years, the wastewater contribution of its sewer users, the operation and maintenance expenses of the wastewater treatment facilities and the sewer service charge system. Based on this review, the City shall revise the sewer service charge system, if necessary, to accomplish the following:
(1) 
Maintain a proportionate distribution of operation and maintenance expenses among sewer users based on the wastewater volume and pollutant loadings discharged by the users.
(2) 
Generate sufficient revenues to pay the operation and maintenance expenses of the wastewater treatment facilities.
(3) 
Apply revenues collected from a class of users to the operation and maintenance expenses attributable to that class of users for the next year and adjust the sewer service charge rates accordingly.
B. 
Annual notification. The City shall notify its sewer users annually about the sewer service charge rates. The notification shall show what portion of the rates are attributable to the operation and maintenance expenses and debt service costs of the wastewater treatment facilities. The notification shall occur in conjunction with a regular bill.
C. 
Records. The City shall maintain records regarding wastewater flows and loadings, costs of the wastewater treatment facilities, sampling programs and other information which is necessary to document compliance with 40 CFR 35, Subpart E of the Clean Water Act.
[Added 8-2-2007 by Ord. No. 2007-16[1]
A. 
Introduction and authority.
(1) 
It is the general policy of the City that new users located within the geographic boundaries of the City reasonably participate in the cost of the City's existing wastewater treatment facilities at the time their lands actually receive sanitary sewer service. Wastewater facilities are generally defined as all interceptors and related facilities such as manholes and appurtenances, pumping stations, force mains and the wastewater treatment plant. In determining what constitutes reasonable participation toward such cost, the City is guided by the principle that the area to be served shall bear its proportionate share of such costs. The costs of the wastewater facilities in which new users are required to participate are:
(a) 
Costs reasonably and necessary incurred to construct the wastewater facilities to serve the new areas; and
(b) 
Costs of providing excess capacity in the wastewater facilities until such time as the future users in the new areas connect to the sanitary sewer system.
(2) 
Wastewater facilities have a significant physical life. This requires that they be constructed of sufficient capacity to serve present users and future users. It is economical to construct wastewater facilities with excess capacity. Therefore, it is reasonable that future users, as well as present users, pay the total cost of the wastewater facilities that serve them. The investment in excess capacity is made for the future user's benefit; and is not available for other uses by the City. Because future users make no payment until they connect to the sanitary sewers, only a part of the total cost of the wastewater facilities can be collected when said facilities are first placed in service. Accordingly, the costs to be recovered at the time of initial connection to the wastewater facilities should be recovered through a connection charge. This connection charge is enacted pursuant to § 66.0821(4), Wis. Stats.
B. 
Amount of connection charge.
(1) 
Previously, the City completed a significant and substantial expansion of the wastewater facilities in order to accommodate improved service to the areas it serves and to accommodate growth and development therein. The City has directed its outside consultants to prepare a "Sewer Connection Fee Report," which report examines a number of methodologies for determining a connection fee. The City elects to impose a connection charge by adopting the "Cost of Plant Methodology." Therefore, effective as of September 1, 2007, a connection charge is hereby established, to be in the amount of $746 per ERU. This connection charge shall be adjusted annually, commencing on January 1, 2008, and each calendar year thereafter; and the payment thereof is a condition precedent to the provision of sanitary sewer service to the property in question.
(2) 
Connection charges shall be determined as of the calendar year within which a building sewer is connected to a public sewer. A "building sewer" is defined as the sewer pipe extension from a building drain to the public sewer. It is sometimes referred to as a "house connection" or "building connection." A building drain is that part of the lowest horizontal piping of a drainage system which receives wastewater discharges from pipes located inside the walls of a structure and conveys it to the building sewer. For purposes of this § 340-21, the term "ERU" means a single-family dwelling unit having a single EWM.
(a) 
The term "EWM" shall mean the number of equivalent 5/8-inch water meters serving the structure in question and is based on the following:
Meter Size(inches)
Number if Equivalent 5/8-inch Meters
5/8
1
3/4
1
1
2.5
1 1/4
3.7
1 1/2
5
2
8
3
15
4
25
6
50
8
80
10
120
12
160
(b) 
Where a user does not have a water meter for measuring the user's water consumption, or where a water meter does not reasonably reflect the amount of corresponding wastewater discharges from the structure/building in question, the Utility Superintendent shall estimate the number and size of water meter(s) that would otherwise be required to serve that user, based upon standard engineering practices, and the equivalent water meters shall then be determined on that estimate.
(3) 
Where a user discharges industrial wastes that are subject to the provisions of § 340-13 of this chapter, the City shall have the right and option to impose an additional industrial discharge fee directly upon such user in order to fairly and equitably recover capital costs associated with treating such industrial wastes. The industrial discharge fee shall recover a portion of capital costs associated with treating wastewaters that are not normal domestic strength; and such industrial discharge fee shall be in addition to the connection charges provided for in § 340-21B(1) above.
C. 
Annual adjustment to connection charge. Effective January 1, 2008, and each calendar year thereafter, the connection charge shall be annually adjusted based upon changes to the "Engineering News Record Construction Cost Index" (the "Index"), which Index most closely reflects construction costs of the wastewater facilities. The adjustment shall reflect changes to the Index during the period of July 1 through June 30 of each year. The connection charge shall be increased or decreased annually by the percentage increase or decrease (rounded) in the Index, determined as of June of each year commencing with the year 2008. By way of example only, if the Index in June of 2006 was 7629.95 and the Index for June 2007 is 8010.00, the changes in the Index represent a percentage increase of 5.0% for the twelve-month period of time (June 2006 to June 2007). Accordingly, the connection charge would be increased by $37 (rounded) for an adjusted connection charge of $783, rounded, for the year 2008. The connection charge shall be in the amount so determined for the calendar year within which the building sewer is connected to the sanitary sewer.
D. 
Application of connection charge. In collecting the connection charges, the following shall apply:
(1) 
The connection charge is applicable to new users of the wastewater facilities as well as existing users who increase their wastewater discharges to the wastewater facilities.
(2) 
The connection charge is a charge against a user as a result of:
(a) 
A new user connecting to a building sewer that discharges to the public sewer; or
(b) 
An existing user who increases his/her/its wastewater discharges.
(3) 
Once paid, a connection charge shall never be refunded or credited, even if the user/property in question changes its use in such manner that fewer ERUs are applicable thereto. Under no circumstances shall there ever be less than one ERU for each building sewer connection. The Commission may at any time require a user to install appropriate meters to determine whether or not increased wastewater flows have or are occurring relative to the property in question.
(4) 
The City may adopt uniform policies providing for the waiver of connection fees, whenever the imposition thereof would be unfair, arbitrary or unreasonable; and such policies shall be applied by the Commission.
E. 
Payment of connection charge. The connection charges shall be paid by the user to the City by the end of the calendar month following the month within which a building sewer has been connected to a public sewer conveying wastewater to the wastewater facilities, except as otherwise provided for herein. A penalty of 1% per month shall be assessed on all connection charges not paid at that time; and such penalty shall continue until payment is made in full. For purposes of this section, connection fees are deemed to be a debt due the City from the user. Delinquent connection charges shall be collected in the same manner as delinquent sewer service charges.
[1]
Editor's Note: With the addition of this § 340-21, former §§ 340-21 through 340-28 were renumbered as §§ 340-22 through 340-29, respectively.
A. 
Public nuisance. The violation of any provision of §§ 340-12 through 340-14, inclusive, or § 340-15G or 340-17 of this article shall constitute a public nuisance as that term is defined in this Code.
B. 
Abatement of nuisance. See Chapter 261, Nuisances, of this Code.
C. 
Accidental discharge. Any person found to be responsible for accidentally allowing a deleterious discharge into the sewer system which causes damage to the wastewater treatment facility and/or receiving body of water shall, in addition to a forfeiture, pay an amount to cover any damages, both values to be established by the approving authority.
D. 
Penalty for violation. Any person who violates any provision of this article shall be subject to a penalty as provided in Chapter 1, § 1-4 of this Code.
E. 
Liability to City for losses. Any person violating any provision of this article shall, in addition to any penalty or forfeiture which may be assessed against him, become liable to the City for any expense, loss or damage occasioned by reason of such violation which the City may suffer as a result thereof.