ILLINOIS POLLUTION CONTROL BOARD
    September 3,
    1992
    RESIDENTS OF CEDARVILLE,
    )
    )
    Complainant,
    PCB 91—194
    v.
    )
    (Enforcement)
    VILLAGE OF CEDARVILLE,
    )
    )
    Respondent.
    ROBERT CROUSE, SYLVIA CROUSE,
    HOLLY WELLMAN,
    LARRY
    WELLMAN,
    SCOTT
    -•
    HARRIS, TERI HARRIS,
    MARLENE
    STEWART and ROBERT STEWART APPEARED
    FOR THE COMPLAINANT, PRO SE;
    CLAYTON LINDSEY, HINSHAW
    & CULBERTSON, and JOHN H. VOGHT,
    BECKMIRE, GARRITY & VOGHT APPEARED ON BEHALF OF THE RESPONDENT.
    INTERIM OPINION
    AND
    ORDER OF THE BOARD
    (by B. Forcade):
    This matter is before the Board on an October 10,
    1991,
    complaint filed by Scott and Ten
    Harris, Robert and Marlene
    Stewart, Tim and Cathy Hoefle,
    Francis and Joyce McAuliffe, Allen
    and Sandra. Schlueter, Robert and Sylvia Crouse, Larry and Holly
    Weilman,
    Edward and Cathy Brackemyer,
    Karen Homer and Larry and
    Sandra Lawson
    (Residents) against the Village of Cedarville
    (Village).
    The Residents, with the exception of the Lawsons,
    all.
    reside on Cedar Court in Cedarville,
    Stephenson County,
    Illinois.
    (Tr. at 46.)1
    The Lawsons reside on Cedar Street which is one
    block from Cedar Court.
    (Tr. at 46.)
    The complaint alleges that
    the Village violated 35 Ill. Adm. Code 306.102(a),
    Malfunctions,
    306.303, Excess Infiltration and 306.304, Overflows in the
    operation of the village sewerage system.
    Hearings were held on
    April
    17,
    1992 and May 6, 1992,
    in Freeport, Illinois.
    Members
    of the public and press attended the hearing.
    The Village filed
    its
    final brief on June 23,
    1992.
    The Residents did not file a
    final brief.
    BACKGROUND
    The population of Cedarville has been stable over the last
    several years and is approximately 750.
    (Tr. at 121.)
    The Cedar
    Court subdivision was built in 1974.
    (Tr. at 120.)
    The
    Cedarville sanitary sewer system was constructed in 1972 or 1973.
    (Tr. at 120.)
    There are three lift stations and one treatment
    plant in the village.
    (Tr. at 121.)
    The system design was based
    on a population of 1,000 people.
    (Tr. at 121.)
    1
    Tr.
    at
    references the transcript from the hearing
    held ‘on May
    6,
    1992.
    0135-LTh97

    2
    plant in the village.
    (Tr.
    at 121.)
    The system design was based
    on a population of 1,000 people.
    (Tr.
    at 121.)
    The testimony shows that on the days of the sewage backups
    in 1990,
    Cedarville experienced a heavy rainfall, somewhere
    between 2 to
    6 inches.
    (Tr. at 100, 108 and 160.)
    The complaint
    involves the flooding of the 10 homes located on Cedar Court
    (Tr.
    at 201.)
    The Village is unaware of any other incidents of sewer
    backups to resident’s basements in the village.
    (Tr. at 215
    &
    216.)
    Cedar Court is the lowest relief point in the area.
    (Tr.
    at 46,
    Comp.
    Exh.
    14.)
    Cedar Court is the last entry point
    before the sewage enters the treatment plant.
    (Tr. at 267.)
    The complaint alleges three incidents of sewer backup on
    September 4,
    1986, June 29,
    1990 and August
    19,
    1990.
    In the
    complaint,
    the Residents request two forms of relief:
    (1)
    Order the Village to locate the problem (excess
    rainfall infiltration and faulty sewer equipment)
    and
    take whatever actions necessary to correct problem.
    (2)
    Order Village to assume full responsibility for sewage
    backups to residents’ homes hooked up to Village sewer
    system.
    It is clear from the testimony that on the dates alleged in
    the
    complaint there were problems with the operation of the
    sewerage system, resulting in the backup of sewage into the homes
    of the Residents and causing damage.
    The Village does not
    dispute that there was sewage backup in the homes on these dates.
    The Board will review some of the testimony from the Residents to
    show the extent of the problem.’
    Mrs. Harris testified as to what she saw on September 24,
    1986.
    .there was water coming up out of our floor drains.
    In certain areas of our basement it was between four
    and six inches...It was black water... There was a
    second floor drain in the garage area.
    That was also
    between four to six inches deep....We tried to get shop
    vacs going, and we were trying to stay ahead of it,
    it
    continued to come up through the floor drains faster
    than we could keep up with it.
    Tr. at 20.
    Mrs. Harris described the condition of the sewer manhole on
    Cedar Court during the June 1990 incident.
    01
    35-0L898

    3
    It was to the street full with liquid sewage backup.
    There was also solid human feces floating in the
    manhole.
    Tr.
    at 30,
    Comp.
    Exh.
    1-4.
    Mrs. Stewart testified concerning the June 29,
    1990,
    incident.
    ...our home does not have floor drains.
    The sewage raw
    sewage backed up through our sewer pipe over six foot
    high in our basement and shot out the top of our
    laundry pipe where our washing machine goes into.
    you can actually see this feces on the floor...you can
    see it all on top of my washing machine,
    and the
    washing machine was also full of it when
    I opened the
    lid.
    Tr. at 83,
    Comp.
    Exh.
    29
    &
    30.
    Mrs. Crouse testified as to the conditions at her home on
    June 29,
    1990.
    Well,
    the stuff was just bubbling out of the floor
    drain....It was coming across that division that the
    shower has on the shower stall and coming over into the
    rug.
    The toilet,
    it was just bubbling up out of that
    and coming on the floor and so forth.
    Tr.
    at 92.
    FOLLOW-UP ACTIONS
    A pump failure in one of the three lift stations was
    “determined to be the cause of the sewage backup in September
    1986.
    (Tr. at 123.)
    After the failure of the pump in the lift,
    station, the Village replaced one of the two pumps
    (one pump is a
    backup pump)
    in each lift station.
    (Tr. at 124.)
    The Village
    also checked the sewer lines for obstructions and other problems.
    (Tr. at 125.)
    The Village also installed a phone alarm system
    that phones the superintendent, his assistant and shop when a
    pump fails.
    (Tr. at 258.)
    While there was also a pump failure on
    June 29,
    1990, the Village contends that the pump failed after
    the sewage had backed-up into the homes on Cedar Court and that
    the pump failure was not the cause of the backup,
    (Tr.
    at 131.)
    There was no problem reported in the lift station on August 19,
    1990.
    (Tr. at 263.)
    The Village believes that excess water in
    the system from illegal connections of sump pumps and downspouts
    O135-Ot~99

    4
    was the cause of the sewage backup on both dates in 1990.
    (Tr.
    at
    134.)
    After the June 29,
    1990,
    incident the Village contacted Mr.
    Davis of Fehr
    & Graham, the Village consulting engineer,
    concerning the sewer problem.
    (Tr. at 134
    & 142.)
    Fehr & Graham
    have been the engineer for Cedarville since before 1976 and Mr.
    Davis has been involved in several projects with Cedarville since
    1976.
    (Tr. at 283.)
    In a letter of August
    1,
    1990, the engineer
    suggested three possible remedies to fix the sewer problem.
    (Comp. Exh.
    14.)
    The three solutions were:
    1)
    increase the
    capacity of the sewer,
    2) eliminate excess infiltration and
    3)
    installation of back-water check valves.
    (Comp. Exh.
    14, Tr. at
    144..)
    The engineer did not make a field inspection of the
    sewerage system but based his recommendations on the sewerage
    system maps and conversations with officials from the Village of
    Cedarville.
    (Tr. at 284.)
    Mr. Davis felt a field inspection
    would have been useless because it would have been done several
    days after the incident and only normal flow would be present in
    the sewer lines.
    (Tr. at 285.)
    The Village has taken the following actions to implement
    recommendations
    2 and
    3 of the engineer’s suggested remedies.
    In December of 1990,
    the Village initiated a door-to-door
    inspection for illegal hookups in all households in Cedarville.
    (Tr.
    at 229.)
    The inspection consists
    of. Mr. Buss,
    the
    superintendent of the village, and his assistant going to each
    house and checking for illegal connections and following up on
    any that they find.
    (Tr. at 229.)
    This inspection process is
    expected to be completed by September of 1992.
    (Tr.
    at 230.)
    At
    the time of the hearing
    (May 6,
    1992) approximately 10 percent of
    the homes had been inspected and half of those inspected had
    illegal connections.2
    (Tr. at 249.)
    There are 394 homes
    in
    Cedarville.
    (Tr. at 234.)
    The illegal connections that have been
    found by the inspection have been disconnected.
    (Tr.
    at 249.)
    A
    poster noting the ordinance against illegal hookups was posted in
    the post office in Cedarville for about one or two weeks shortly
    after the August 1990 incident.
    (Tr. at 139,
    Def.
    Exh.
    6.)
    Section 2171 of the Cedarville village ordinance was passed
    sometime prior to 1980
    (Tr. at 136) and provides:
    STORM WATER IN SANITARY
    SEWER
    No person and no
    building, structure or establishment shall discharge
    any rain water into the sanitary sewer system.
    Def.
    Exh.
    4.
    2
    The Board notes that between December of 1990 and May of
    1992 that 10
    of the homes
    in Cedarville had been inspected and
    ~he Village plans to inspect the other 90
    in a
    4 month period.
    0135-0500

    5
    The Agency,
    in a publication, stated that “An 8-inch
    sanitary sewer can handle domestic wastewater flow from up to 465
    homes; however,
    it only takes 12
    suxnp pumps operating at full
    capacity to overload an 8—inch sanitary sewer.”
    (Tr.
    at 233, Def.
    Exh.
    14.)
    The sanitary sewerage system in Cedarville is
    comprised of mostly 8-inch sewer lines.
    (Tr. at 233.)
    The
    village’s inspection of approximately 40 homes revealed twenty
    illegal connections.
    The Agency recommends that illegal
    connections be disconnected.
    (Tr. at 233.)
    In the summer of 1991 the Village board added Section 2184
    to the village ordinances.
    (Tr. at 145,
    Def. Exh.
    7.)
    This
    ordinance requires the installation of an automatic valve to
    prevent back-flow and a manual shut-off valve where the drain
    intake
    is below the required elevation.
    (Def.
    Exh.
    7.)
    The
    ordinance further notes that “the risk of sewage escaping through
    the malfunctioning of any valve so installed....shall be the
    responsibility of the property owner.”
    (Def. Exh.
    7.)
    At the March 4,
    1991 Village board meeting, while the
    proposed ordinance was under review by the village board, the
    Residents presented the Village board with a petition containing
    almost 200 signatures.
    (Tr. at 60, Comp.
    Exh.
    22.)
    The petition
    asked the Village to look at other alternatives rather than
    passing the proposed ordinance that places the responsibility on’
    the homeowner to deal with the sewer problem.
    (Tr. at 60,
    Comp.
    Exh.
    22.)
    The Harisses, Stewarts and Wellmans have installed the
    valves required by the ordinance
    in their homes.
    (Tr.
    at 77,
    86
    &
    106.)
    The Crouses are unable to install the valves due to the
    way that their home is connected to the sewerage system.
    (Tr. at
    97.)
    The Village has taken other measures to maintain the
    sewerage system since the 1986 incident.
    In 1986,
    a portion of
    the sewer line was jetted and televised checking for obstructions
    or other problems.
    (Tr. at 126.)
    The jetting and televising of
    the sewer lines is performed on an annual basis to selected
    sections of the sewer line.
    (Tr. at 226.)
    The superintendent of
    the village, Mr. Buss,
    estimates that 80
    of the sewer lines have
    been jetted and televised.
    (Tr. at 247.)
    The alarm system to
    warn when a pump has failed was upgraded to automatically call
    the house of the superintendent of public works.
    (Tr. at 127.)
    Some manholes that were found to be in waterways have been
    raised.
    (Tr. at 237.)
    The manhole on Cedar Court was not raised
    because it is level with the street.
    (Tr. at 255.)
    In the mid to late 70’s an infiltration/inflow study was
    performed in Cedarville.
    (Tr.
    at 293.)
    While the tests showed an
    increase
    in flow due to infiltration or inflow, the increase fell
    below EPA guidelines requiring further action.
    (Tr. at 295.)
    0t35-0501

    6
    The flow through the treatment plant was monitored weekly by
    a weir gauge.
    (Tr. at 244.)
    The system is designed for 250,000
    gallons per day peak flow.
    (Tr.
    at 213.)
    The peak flow at the
    treatment plant was not exceeded on any of the dates
    in question.
    (Tr. at 240, P1.
    Exh.
    11.)
    The maximum and average flows for the
    months of June and August in 1990 were below the design capacity.
    (Tr. at 222.)
    In 1991 the village installed a daily monitoring
    recorder.
    (Tr. at 222.)
    While
    Mr.’ Buss does not believe that water from the storm
    water drainage system is infiltrating the sanitary system, dye
    testing has not been performed to check the flow of the storm
    water from the street grates.
    (Tr. at 251.)
    Mr. Buss plans to
    perform smoke tests on the sewer lines once the visual inspection
    of illegal connections is completed.
    (Tr.
    at 264.)
    On August 23,
    1990, the Illinois Environmental Protection
    Agency
    (Agency) notified the Village that it had received
    complaints from residents.
    (Comp. Exh.
    18.)
    The letter requested
    the Village explain the incidents and inform the Agency of what
    actions were being taken to eliminate the overflow problem.
    (Camp. Exh.
    18.)
    On September 4,
    1990,
    Fred Peska, Mayor of
    Cedarville, sent the Agency a letter in reply to their inquiry.
    (Camp.
    Exh.
    19.)
    The letter stated that Mr. Peska would
    recommend the Village Board pass an ordinance making automatic
    back—flow valves and manual shut—off valves mandatory.
    (Comp.
    Exh.
    19.)
    The Agency responded to this letter on September
    7,
    1990,
    noting some problems associated with the use of these types
    of valves and offering additional solutions for the problem.
    (Comp.
    Exh.
    21.)
    The Agency believed that the cause of the
    backups was excess inflow/infiltration.
    (Comp. Exh.
    21.)
    The
    Agency stated that the installation of valves may shift the
    backup problem to other residents.
    (Coinp.
    Exh.
    21.)
    The valves
    also require maintenance and are not foolproof.
    (Comp. Exh.
    21.)
    The Agency also noted that pressures exerted during flooding may
    result
    in piping failures and overflows from manholes.
    (Camp.
    Exh. 21.)
    The letter further requested that the Village keep the
    Agency informed of the developments in this matter.
    (Comp. Exh.
    21.)
    DISCUSSION
    “Overflows from sanitary sewers are expressly prohibited.”
    (35 Ill. Adm. Code 306.304.)
    Based on the testimony of the
    Residents the Board finds that the Village of Cedarville violated
    35 Ill. Adm. Code 306.304 on September 24,
    1986, June 29,
    1990
    and August
    19, 1990.
    “Excess infiltration into sewers shall be eliminated, and
    the maximum practicable flow shall be conveyed to the treatment
    facilities.”
    (35 Ill. Adm. Code 306.303)
    The Village believes
    ~‘hatexcess inflow and infiltration was the cause of the backups
    0135-0502

    7
    in 1990.
    While the Village did have an ordinance prohibiting
    rain water connections to the sewerage system,
    it did not, enforce
    the ordinance until after the sewer backup.
    The Village also did
    not have a system in place to monitor any increase in flow in the
    sewer lines due to infiltration.
    Therefore, the Board finds that
    the Village violated 35 Ill. Adm. Code 306.303 by failing to
    eliminate excess infiltration from the sewerage system.
    The Village of Cedarville,
    in installing and operating a
    sanitary ‘sewerage system,
    is required to install and operate the
    system in a reliable manner.
    All treatment works and associated facilities shall be
    so constructed and operated to minimize violations of
    applicable standards during such contingencies as
    flooding, adverse weather, power failure, equipment
    failure,
    or maintenance, through such measures as
    multiple units, holding tanks, duplicate power sources
    or such other measures as may be appropriate.
    35 Ill. Adm. Code 306.102(a).
    A pump failure was determined to be the cause of the backup
    i.n September of 1986.
    While there was a backup pump at the lift
    station,
    it also experienced a failure and did not prevent the
    overflow.
    (Tr. at 124.)
    The backups in June and August 1990
    occurred during a heavy rainfall in the area but were not due to
    a pump failure.
    The backups from the Cedarville sanitary system
    were due to the operation of the sanitary system.
    Due tO the
    system design and the operation of the system the sewer lines
    were unable to handle the increased flow due to the adverse
    weather and illegal connections.
    Therefore, the Board finds tha
    the Village of Cedarville has violated 35 Ill. Adm. Code
    306.102(a).
    Section 33(c)
    of the Act states:
    In making its orders and determinations, the Board
    shall take into consideration all the facts and
    circumstances bearing upon the reasonableness of the
    emissions,
    discharges,
    or deposits involved including,
    but not limited to:
    1.
    the character and degree of injury to,
    or
    interference with the protection of the health,
    general welfare and physical property of the
    people;
    2.
    the social and ‘economic value of the pollution
    source;
    0135-0503

    8
    3.
    the suitability or unsuitability of the pollution
    source to the area in which
    it is located,
    including the question of priority of location in
    the area involved;
    4.
    the technical practicability and economic
    reasonableness of reducing or eliminating the
    emissions, discharges or deposits resulting from
    such pollution source; and
    5.
    any subsequent compliance.
    Sanitary sewer backups have greatly interfered with the
    lives of the Residents.
    Private property has been damaged by the
    backups.
    The backups have rendered the basements in the homes of
    the Residents unusable
    for a period of time.
    The backups have
    also created unsanitary conditions in the homes of the Residents
    and in the streets.
    Such conditions certainly threaten the
    public’s health and general welfare.
    The backup of sewage into a residence creates a substantial
    risk of electrocution and the spread of disease.
    The backup of
    sewage in this case was extensive enough to spread to lower—level
    living areas of the Residents’ homes.
    The photos and testimony
    submitted at hearing reveal the extent and seriousness of the
    hazard created by the presence of raw sewage in the homes of the
    Residents.
    Prompt remedial action is required to avoid the
    possible dangers that result from sewage backups due to the risk
    of electrocution and the threat to public health.
    The pollution source in this instance is the sanitary sewer
    system.
    When functioning properly, sanitary sewers have great
    economic and social value.
    However, when a sewerage system
    malfunctions,
    the value is seriously diminished to those who
    experience the malfunctioning first hand.
    With regard to the suitability of the location of the
    pollution source,
    it is suitable but it is imperative that
    sanitary sewers function properly due to their inherent close
    proximity to the residential environment.
    The Board must consider the “technical practicability and
    economic reasonableness” of eliminating the pollution problem.
    (Section 33
    (c)(4).)
    The Village contends that increasing the
    capacity of the sewers would be cost prohibitive to a village the
    size of Cedarville.
    The Village did take steps to achieve compliance and prevent
    future backups of the sewerage system.
    While there have been no
    reports of backup since the August 1990 incident, this is not a
    clear indication that the problem has been alleviated.
    The
    backups all occurred during heavy rainfalls.
    It may be the case
    0 135-050k

    9
    that there has not been a substantial enough rainfall to cause a
    backup.
    The Board also notes there were no backups from the
    August 1990 incident to the time when the Village began to take
    steps to eliminate the problem.
    The Residents contend that the measures taken by the Village
    to correct the problem are insufficient.
    The Residents believe
    that the ordinance requiring the addition of back-flow valves
    will only shift the problem to other areas and that the main
    objective of this ordinance was to shift the liability of any
    backups on the Residents.
    The Agency,
    in
    its September 7,
    1990,
    letter to th,e Mayor of,,
    Cedarville discussed some of the available solutions to the sewer
    problem.
    Your basic conclusion,
    as we understand it from the
    letter, was to mandate automatic backflow valves and
    manual shut off valves.
    While it may seem on the
    surface to be the least costly alternative
    (particularly if individual reside’nts are required to
    foot the bill),
    such actions will likely only shift the
    backup problem to other residents.
    These types
    of
    valves have several other drawbacks as well.
    Periodic
    maintenance is required to keep them operable and they
    are by no means foolproof.
    Pressures exerted during
    flooding can also result in piping failures and
    overflows from manholes.
    There are other modifications
    available such as overhead sewers
    which may be
    appropriate.
    Financial assistance from the Village
    might also be considered.
    We would also encourage the Village to aggressively
    pursue elimination of the inflow and infiltration that
    is causing the problem in the first place.
    Issuing a
    notice prohibiting sump pump connections and checking
    manholes for leaks is only the first step in this
    effort.
    We have enclosed literature to assist you in
    this regard as well.
    Comp.
    Exh.
    21.
    The Board shares the concerns of the Agency and the
    esiclents concerning the adequacy of the measures taken by the
    ~1illagein correcting the problem in the sewerage system.
    Requiring residents to install back—flow valves to prevent sewer
    backups into homes is an acceptable means of providing some
    improvement in the reliability of the sewerage system.
    While the
    Board finds this to be one of many acceptable measures it does
    not believe that it alone is an adequate measure under the facts
    presented in this case.
    The addition of chec’k valves does not
    address the prOblem of excess inflow\infiltration.
    The Board
    0135-0505

    10
    makes no holding on the language of the ordinance concerning the
    issue of liability due to the possible failure of these valves.
    CONCLUSION
    In conclusion the Board finds that Cedarville violated 35
    Ill. Adm. Code 306.102(a),
    306.303 and 306.304.
    Having found
    the
    Village in violation of the Board’s rules and regulations,
    the
    Board must next determine the appropriate remedy.
    The record
    clearly indicates that the Village has taken and continues to
    take steps to alleviate the problems with the sewers.
    However,
    the Board’s finding of violation combined with the potential
    health risk resulting from future violations requires that
    a more
    formal program be mandatorily implemented.
    See City of Freeport
    v. PCB (2d Dist.
    1989),
    187 Ill. App.
    3d 745, 544 N.E.2d
    1, City
    of Freeport (September 8,
    1988), PCB 86—193,
    92 PCB 107, Cupp
    V.
    South Palos Township Sanitary District
    (May 29,
    1984), PCB 83-
    104,
    58 PCB 223, Daun v.
    Village of Roselle
    (December 4,
    1980),
    PCB 80-17,
    40 PCB 45, Village of Bourbonnais
    v. IEPA (October 19,
    1983),
    PCB 83—71,
    54 PCB 245, .IEPA v. Caseyville Township and St.
    Clair Township (February 19,
    1981), PCB 79-122,
    40 PCB 463 and
    Bobby L. Rush and Martha D. Rush v. Barrington (November 29,
    1979), PCB 79—129,
    36 PCB 175.
    REMEDY
    The purpose of the remedy is to bring the sanitary sewer
    system into compliance with the Board’s regulations.
    The aim of
    the remedy is to identify and eliminate any existing problems in
    the Cedarville sewerage system and develop a monitoring and
    inspection program to minimize problems that may arise in the
    future.
    A pump failure at the lift station was believed to be
    the cause of the backup in 1986.
    Excess inflow and infiltration
    appear to be the underlying cause of the backups in 1990..
    A pump failure was the cause of the sewer overflow in 1986.
    After that incident the Village replaced the pumps
    in the lift
    stations and improved the alarm system on the pumps.
    The Village
    reports that the incidents in 1990 were not caused by a pump
    failure.
    The complaint lists no other incident or problem with
    the operation of the lift station.
    Because the pump failure was
    related to only the first incident and the Village has taken
    action to correct the problem the Board will require no
    additional action by the Village to alter the operation of the
    lift station.
    However, the Board notes that the proper operation
    of the lift stations is fundamental to providing reliable and
    dependable sewer service.
    The Village concluded that the overflows in 1990 resulted
    from excess inflow and is testing to confirm the role,
    if any,
    of
    infiltration.
    The testimony supports this conclusion.’ The
    backups occurred during periods of heavy rainfall and a
    0 135-0506

    11
    significant number, of illegal connections have been discovered
    and removed.
    Determining the full extent of the inflow and
    infiltration problem and the condition of the sewerage system is
    ongoing.
    The Village. continues to take measures to locate and
    alleviate the problem,
    (door—to—door. inspection and smoke test).
    The Board directs Cedarville to develop a compliance plan to
    be submitted to the Board by October 13,
    1992.
    The compliance
    plan shall detail the steps necessary to achieve and maintain
    compliance with Sections 306.102,
    306.303 and 306.304.
    The
    compliance plan shall include specific dates at which particular
    actions are to be completed and a date when compliance with
    Sections 306.102,
    306.303, and 306.304 will be achieved.
    The
    plan shall note the expected dates of any government approval of
    any remedial action, such as relief sewers,
    if so required.
    The
    compliance plan,
    in essence, should do four things:
    1) provide
    Cedarville’s best evaluation of the source of the sewer overflows
    and its best assessment of the present state of the sewerage
    system,
    2)
    identify the specific steps Cedarville intends to
    implement to eliminate the problems,
    3)
    state the specific date
    by which each remedial action will be completed,
    and
    4)
    identify
    the long term monitoring methods that will ensure basement
    backups do not occur in the future.
    In developing a compliance
    plan Cedarville may consider the following factors.
    There are several procedures available to monitor the flow
    through the sewerage system and detect the presence of excess
    water.
    Inflow and Infiltration Analysis and Sewer System
    Evaluation Surveys provide the needed information to evaluate
    inflow and infiltration problems.
    If these reports have been
    prepared, Cedarville should provide the Board with copies.
    Once
    the source of inflow or infiltration is fully verified, the
    necessary steps can be taken to eliminate the source of excess
    water.
    Cedarville should continue with its door—to—door
    inspections with follow-up to find and eliminate illegal hookups.
    The results from this inspection will provide the data needed to
    measure the magnitude of the inflow problem.
    A long term program also needs to be developed to monitor
    and control excess inflow and infiltration in the system.
    The
    Village shall submit a compliance plan that develops and
    implements a program to eliminate excess inflow and infiltration
    into the system in the future.
    This program could include a
    public awareness program, which utilizes publication in a
    newspaper of general circulation and customer mailings coupled
    with door-to-door inspectionè and all legal remedies to force
    homeowner compliance.
    This program could also include a program
    to detect any increase of flow in the sewerage system due to
    rain.
    The compliance plan shall also note the anticipated
    frequency at which inspections of the sewerage system to detect
    increases in inflow and infiltration will be performed.
    0135-0507

    12
    The Village may submit to the Board a copy of any previous
    reports and/or studies on the maintenance and operation of the
    Cedarville sewerage system compiled since 1986 relevant to the
    backups on Cedar Court.
    This information may include any studies
    or reports concerning other available options to improve the
    Cedarville sewerage system; while noting that ‘the overall design
    of the system would appear adequate for Cedarville”s present
    population, the addition of a relief sewer should be considered.
    It is not’ the Board’s intention to require Cedarville to
    conduct any new studies or to copy volumes of reports and studies
    to the Board.
    The Board seeks to obtain any readily available
    information that Cedarville has that supports the compliance
    plan.
    The submission of maps showing the sewer layout and the
    location of the lift stations would be beneficial to the Board in
    reviewing the sewerage system.
    From the complaint and the
    testimony the area affected by the sewage problem is limited to
    the residents located on Cedar Court.
    To limit the amount of
    information submitted to the Board,
    Cedarville may exclude any
    document or portion of a document that relates to other sections
    of the village.
    If Cedarville has documents which it believes
    would be helpful to the Board
    but the length of ,such documents
    make it impractical to copy,
    Cedarville may submit to the Board a
    list identifying the document and indicating the size of the
    document.
    The Board has found that the Village violated the provisions
    of the Board’s rules and regulations resulting in sewage backups
    to the Resident’s home on September 4,
    1986, June 29,
    1990 and
    August 19,
    1990.
    The Village is required to obtain future
    compliance with the requirements for the operation of a sewerage
    system as set forth
    in the Board’s rules and regulations.
    The
    Board makes no finding concerning any future liability of the
    Village.
    It is the Board’s intention to issue a final order in this
    matter, incorporating ‘the compliance plan and ordering Cedarville
    to cease and desist from future violations of the Environmental
    Protection Act or Board regulations as of December 31,
    1992,
    or
    the completion date specified. in the compliance plan from
    Cedarville, whichever date is earlier.
    Cedarville should
    complete all remedial actions as soon as possible.
    In the event
    Cedarville cannot complete all remedial action by December 31,
    1992,, it may file a motion with the Board to extend the effective
    date of the cease and desist order.
    Such motion must include
    affidavits and supporting information to demonstrate that
    remedial activities cannot be completed sooner.
    The Residents did not request that the Board impose a
    penalty against Cedarville in this matter.
    The Board declines to
    013.5-0508

    13
    impose a penalty against Cedarville at this time.
    However,
    failure to make progr’ess in addressing the problem could lead to
    penalties against Cedarville and limitations on the factors of
    the sewerage system.
    The Board will review the appropriateness
    of a penalty considering the factors provided by Section 42(h)
    of
    the Act in its final order.
    ORDER
    It is the order of the Pollution Control Board that:
    1.
    The Village of Cedarville has violated 35 Iii.
    Adm. Code
    306.102,
    306.303 and 306.304.
    2.
    The Village shall submit a compliance plan containing the
    specific steps and timetables for’achieving compliance and
    maintaining future compliance with Sections 306.102, 306.303
    and 306.304.
    3.
    The Village shall complete its inspection and removal of
    illegal hookups and finish the SSES survey by December 1,
    1992.
    The Village shall submit with the compliance plan a
    detailed report on the status of and the results from the
    program of inspection and removal of illegal hookups and the
    smoke test,
    as well as any new incidents of basement
    backups.
    4.
    The above information shall be submitted to the Board,
    the Agency and the complainants by October 13,
    1992.
    5.
    The Agency and complainants may file comments on
    Cedarville’s compliance plan, comments shall be submitted to
    the Board by November 12, 1992.
    6.
    The Board will retain’jurisdiction in this matter.
    IT IS SO ORDERED.
    I, Dorothy M. Gunn,
    Clerk of the Illinois Pollution Control
    Board,
    do hereby cer~i~that the above interim opinion and order
    was adopted on the
    ~
    ~-
    day of
    ~~Le-~
    ,
    ,
    1992,
    by a vote of
    7~-
    .
    ~
    ‘,~“.“,
    ~
    /~/~~J
    Dorothy M.
    Githn, Clerk
    Illinois Pollution Control Board
    0135-0509

    Back to top