ILLINOIS POLLUTION CONTROL BOARD
    October 22, 1981
    ILLINOIS
    ENVIRONMENTAL
    PROTECTION
    )
    AGENCY,
    Complainant,
    )
    V4
    )
    PCB 79—207
    )
    VILLAGE
    OF
    ROMEOVI~LE, a
    )
    municipal
    corporation,
    )
    )
    Respondent.
    MR. WILLIAM E. BLAXNEY, ASSISTANT ATTORNEY GENERAL, APPEARED
    ON
    BEHALF
    OF
    THE
    COMPLAINANT.
    MR.
    THEODORE
    J.
    JARZ,
    McKEOWN,
    FITZGERALD,
    ZOLLNER,
    BUCK
    SANGMEISTER
    &
    HUTCHISON,
    APPEARED
    ON
    BEHALF
    OF
    THE
    RESPONDENT.
    OPINION
    AND
    ORDER
    OF
    THE
    BOARD
    (by
    D.
    Anderson):
    This matter comes before the Board upon a complaint filed
    October 2,
    1979 by the Illinois Environmental Protection Agency
    (Agency) naming as respondent the Village of Romeoville (Romeo-
    yule).
    The complaint alleges violations of Sections 12(a)
    and
    12(f)
    of the Illinois Environmental Protection Act
    (Act)
    and
    Rules 501 and 901 of Chapter 3:
    Water Pollution in connection
    with operation of a municipal wastewater treatment plant in
    Will County.
    Romeoville filed an answer on October 24, 1979.
    Public hearings were held in Romeoville on April 20 and June 12,
    1981.
    Members of the public attended.
    Romeoville operates its municipal wastewater treatment
    plant No.
    1 on Bull Run Drive, Romeoville.
    Pursuant to NPDES
    permit, the plant discharges via outfall 001 to an unnamed ditch
    tributary to the Des Plaines River.
    The allegations
    of the
    complaint involve reporting irregularities and violations of
    NPDES effluent limitations for 5-day biochemical oxygen demand
    and
    total
    suspended
    solids
    (BOD
    and TSS).
    The
    plant serves about 9,500 people
    (R.94).
    It has
    a
    design average capacity of
    2 MGD (million gallons per day)
    and
    a design maximum of 5 MGD (R.96,
    107).
    The treatment plant includes four package plants operated
    in parallel.
    Influent sewage is split into four streams
    (R.13).
    43—499

    —2—
    The outputs from the package plants are combined and passed
    through a common sand filter.
    The output is chlorinated prior
    to discharge
    (R-13,
    32,
    44).
    The package plants
    are described as follows:
    Input is to
    an aeration unit, then to the central clarifier
    (R-13,
    42).
    Clarified water passes over a weir to the sand filter described
    above
    (R-45).
    Solids proceed to a reaeration unit and a diges-
    ter
    (R-l3,
    42,
    46),
    Liquids are returned to the aeration unit
    (R-4l,
    46).
    Solids go to the sludge drying beds
    (R—33,
    46).
    Two recycle operations are described in the transcript.
    The sand filter is periodically backwashed
    (R-23).
    Solids are
    washed from the contact chlorinator
    (R—l3,
    23,
    35,
    45).
    These
    are pumped back to the head of the plant.
    There are
    8 sludge drying beds
    (R-33).
    Solids are pumped
    to them from the digester
    (R-46).
    Bed area is inadequate for
    the plant, although it is designed in accordance with Agency
    criteria which call for 2 square feet per person served.
    Sludge
    does not have time to dry during a wet summer, such as
    1981;
    there is
    a carry-over into the winter months when conditions
    are not favorable for drying
    (R-35,
    77).
    The Agency is consid-
    ering modifying its criteria to
    3 square feet per capita (R—80).
    The plant has several operational problems which tend to
    increase BOD and TSS
    levels.
    These include hydraulic over-
    loading,
    inadequate
    sludge
    handling
    capacity
    and
    freezing
    of
    equipment during winter.
    Normal input is 1,0 to 1.2 NGD, well under the 2.0 MGD
    design average
    (R-39,
    61,
    96, 107).
    During rainfall this
    increases to 1.7 to 3.0 MGD, in excess of design average, but
    less than the design maximum of 5.0 MGD.
    The source of excess flows is thought to be infiltration
    and inflow.
    The former is from cracks and joints in the sewers
    (R—90,
    98,
    103, 108).
    The system also has inflow from sump
    pumps and downspouts
    (R—96,
    126),
    The excess flow tends to wash solids from the aeration
    chamber to the sand filter
    (R—32,
    47, 64,
    106, 108).
    This
    excess flow reduces the contact time of the sewage with micro-
    organisms in the aeration chamber and reduces the settling time.
    The solids which wash out tend to require an increase in the
    frequency of backflushing the sand filter and of cleaning the
    chlorination unit.
    Because the backflush must be sent back
    through the
    ,
    capacity is further strained
    (R-32,
    46).
    43—500

    —3—
    These backwashed wastes also tend to make the biological proc-
    ess anaerobic, decreasing treatment efficiency
    (R—37,
    46).
    This problem is compounded by the inadequate sludge hand-
    ling capacity of the plant.
    Sludge is not removed from the
    biological units often enough because there is no place to
    put it
    (R—62,
    77,
    106).
    In the past the plant has had malfunctions because of
    equipment freezing.
    These have been corrected.
    In addition
    there is
    a problem from frozen sludge drying beds in the win-
    ter (R-23,
    34, 62, 66).
    The composite sampler pipe also tends
    to collect condensate which freezes in the winter
    (R-66).
    The following is
    a summary of the allegations of the
    complaint:
    Count
    Section/Rule
    Summary
    I
    §12(a)
    and
    (f)
    Violation of NPDES permit
    Rule 901
    limitations for 5-day bio-
    chemical
    oxygen
    demand
    (BOD)
    ii
    ~l.2(a)and
    (f)
    Violation
    of
    NPDES
    permit
    Rule 901
    limitations for total suspended
    solids
    (TSS)
    III
    §12(f)
    Failure to monitor and report
    Rules 501 and 901
    ammonia nitrogen as required
    by NPDES permit
    On October 27, 1977 the Agency issued to Romeoville
    NPDES Permit No. 1L0030805.
    Effluent limitations for BOD and
    TSS appear to be based on Rule 404(c), although violation of
    this rule is not alleged.
    Effluent limitations include the
    following:
    30 day Averag~
    7 day Average
    BOD
    10 mg/i
    15 mg/i
    TSS
    12 mg/i
    18 mg/l
    Ammonia
    (as N)
    (Reference to Rule 203)
    The standards for BOD and TSS will, be referred to as
    p10/12”.
    The permit also required
    5 composite samples per week
    for
    BOD,
    TSS
    and
    ammonia.
    43—50 1

    —4—
    The NPDES permit expired September 30,
    1979.
    The Agency
    has indicated that the permit is non-issuable “due to the fact
    that the facility has not demonstrated it can consistently
    meet the terms and conditions of its previous permit.”
    (R-lll)
    The Agency appears to be paraphrasing old Rules 902(i) (1) (i)
    and 902(i) (1) (iii).
    These have been repealed (R79—13, May 15,
    1980,
    38 PCB 341; July 24, 1980;
    3 Ill.
    Reg. No.
    34,
    p.
    159,
    August 22, 1980).
    The intention was to allow renewal permits
    to be issued to facilities even if they were out of compliance,
    reasoning that it would be preferable to issue new permits
    reflecting changes in the facility and regulations than to
    attempt to enforce dated, expired permits
    (38 PCB 342).
    The
    Agency supported this change
    in its comments filed February 25,
    1980.
    The Agency regards the expired permit as continuing in
    effect because a timely application was made for renewal
    (R—lll).
    Romeoville has expressed no opposition to this interpretation.
    The Agency introduced 20 discharge monitoring reports
    (DMR’s) (Ex.
    2).
    There is
    a complete set from June, 1978 through
    June,
    1979.
    Seven reports
    are in evidence from the 19 month
    period from July,
    1979 through January,
    1981.
    BOlD levels were
    omitted from one report.
    In the following summary are given the average of monthly
    averages and the highest reported maximum for three periods:
    BOD
    (mg/i)
    TSS
    (mg/l)
    Ave.
    Max.
    Ave.
    Max.
    June
    ‘78—Dec.
    ‘78
    7.2
    20.7
    17.7
    129.0
    Jan.
    ‘79—June
    ‘79
    20.6
    52.9
    18.8
    259.9
    July ‘79—Jan.
    ‘81
    12.7
    25.1
    18.0
    71.4
    Romeoville altered its testing methods
    in July,
    1979.
    It
    adjusted the method of determining BOD and increased the sample
    size.
    The difficulty with the BOD analysis was believed to
    have
    resulted
    in
    apparent
    elevated
    BOD
    levels.
    The
    increased
    sample
    size
    has
    reduced
    the
    data
    scatter
    (R—49,
    55).
    The data during the last period in the table probably
    represent
    a
    selected
    sample
    skewed
    toward
    non-compliance.
    If one assumes that the missing dozen reports showed no viola-
    tions, the actual averages would be less than the values given,
    while the maxima would be unchanged.
    This would indicate
    43—502

    —5—
    greatly
    improved
    performance
    over
    the
    preceding
    periods.
    However, violations of the 30 day average 10/12 permit condi-
    tions
    continued to some extent.
    The Board finds that Romeoville violated the
    30 day average,
    10 mg/i BOlD NPDES permit effluent limitation during the follow-
    ing months:
    December,
    1978; January, 1979 through June, 1979;
    and March through May, and July,
    1980.
    The
    Board
    finds
    Romeo-
    yule violated the
    12 mg/i TSS standard during the following
    months:
    June, July, September, October and November, 1978;
    January and February, 1979;
    and February through May, 1980.
    The
    Board therefore finds that Romeoville violated §~l2(a)and 12(f)
    of the Act and Rule 901 of Chapter 3, substantially as alleged
    in the complaint.
    Count III alleges failure to sample and report levels of
    ammonia.
    Romeoville admits this violation,
    After the permit
    was reissued in 1977 it continued to use photocopies of report
    forms which listed parameters to be tested under the old permit.
    The operator did not notice that ammonia sampling had been
    added to the permit.
    Romeoville failed to report ammonia from
    1977 to January, 1979.
    After notification by the Agency it
    began reporting ammonia levels
    (R-15,
    25,
    58,
    70; Ex.
    2).
    The
    Board finds that Romeoville failed to monitor and report
    ammonia
    levels as required by NPDES permit during the noted period and
    that it thereby violated §12(f)
    of the Act and Rules 501 and
    901 of Chapter
    3.
    Correction of Romeoville’s problems involves reduction of
    hydraulic load and an increase in solids handling capacity.
    Reduction in hydraulic load involves completion of an infiltra-
    tion and inflow study, followed by corrective measures such as
    repair of leaks and disconnection of downspouts and sump pumps
    (R-96, 126, 146).
    A facilities plan study was initiated in 1976
    (R-90).
    It was expected
    to
    be
    submitted
    to the Agency around
    May
    15,
    1981 (R-99).
    There
    is no indication in the transcript
    as to whether this was
    done.
    The
    Board
    will require Romeoville
    to initiate
    a program to disconnect sources of inflow.
    An alternative is construction of a holding basin to
    receive excess
    storm flows.
    A permit application was made
    several years
    ago.
    The Agency neither granted nor denied the
    application, but “tabled~’it
    (R—102).
    Increases in sludge handling capacity could be effected by
    increasing the number of drying beds, by covering the beds, or
    by installation of a mechanical sludge drying unit
    (R-77,
    106).
    In its brief Romeoville indicates it has begun hauling wet
    sludge from the plant for disposal.
    There may be inadequate
    43—503

    room for expansion of the beds
    (R,
    81).
    Romeoville’s engineer
    has recommended installation of
    a belt press
    (R.
    82).
    This
    would cost about $310,000, hut could go higher if
    a larger
    building were constructed
    CR.
    84).
    Respondent was before the Board in recent enforcement
    action brought by a citizen concerning sewer overflows
    (Can—
    farelli
    v.
    Romeovilleç PcB 79—75,
    35 PCI3 459, October 4,
    1979.
    The Board’s Ordc.
    apparently resulted in replacement of a
    sewer line.
    Thi.~has restricted the amount of bond funding
    available for further work
    CR.
    136,
    139).
    The belt press would cost about $32.63 per person in the
    service
    area.
    There appear to he adequate measures whereby
    bonds could be issued to cover this
    (R.
    134,
    136,
    141).
    Romeo—
    ville has indicated its reluctance to proceed with major
    improvements without guidance from the Agency
    (R.
    128).
    In
    its brief it asks that the Board enter an order directing the
    steps
    to be taken in making necessary improvements
    (p.
    6,
    8).
    The Board will decline to grant Romeoville’s request.
    In
    the first place there are inadequate facts and parties before
    the Board to make the regional wastewater planning decision
    requested
    (R. 127),
    In the second place responsibility of
    initially making a plan falls on Roineoville.
    Any necessary
    permit applications are to he filed with the Agency, whose
    action is subject to review
    by
    the Board.
    Section 39(a)
    of the Act imposes
    a duty on the Agency to
    act on permit applications,
    It is
    :Lncurnbent on applicants to
    insist on either the permit or reasons for denial,
    Denial may
    be appealed to the Board.
    There is no evidence in the record of any great injury or
    interference with the health, general welfare or physical
    property
    of
    the
    people, apart from the excess of BOD and TSS
    discharged.
    The treatment plant is of great social and economic
    value, but this value is reduced by careless operation.
    The
    plant seems to be suitable to the area in which it
    is
    located.
    It is technically practical and economically reasonable to
    eliminate the discharges in excess oi the standards.
    Having reviewed the extent of the violations and the miti-
    gating factors, the Board finds that a monetary penalty of $500
    is necessary to aid enforcement of the Act in view of the care-
    less disregard of the reporting requirements and the failure to
    pursue permit issuance for corrective measures to improve
    sludge handling.
    This Opinion constitutes the Board’s
    findings
    of fact and conclusions
    of law in this matter.
    43—504

    —7—
    ORDER
    1.
    The Board finds that Respondent,
    the Village of
    Romeoville,
    has violated Sections 12(a)
    and 12(f)
    of the Act
    and Rules 501 and 901 of
    Chapter
    3:
    Water
    Pollution.
    2.
    Within
    60
    days
    of
    the
    date
    of
    this
    Order,
    the
    Village
    of
    Romeoville
    shall
    file
    with
    the
    Illinois
    Environmental
    Protection
    Agency such permit applications as may be necessary
    to upgrade the sludge handling capacity of its Plant No.
    1.
    3.
    Within 90 days of the date of this Order, Respondent
    shall
    adopt
    ordinances
    prohibiting
    connection
    of
    sump
    pumps
    and downspouts to its sewage system.
    4.
    Within 180 days of the date of this Order, the
    Village
    of
    Romeoville
    shall
    adopt
    and
    implement an inspection
    program likely to find sump pump and downspout connections.
    5.
    Respondent shall report to the Agency within 180 days
    outlining its inspection plan,
    and, within one year, the number
    of downspouts, sump pumps and other illegal connections which
    have been disconnected.
    6.
    Respondent shall cease and desist violating Section 12
    of the Act and Rules 501 and 901
    of
    Chapter
    3:
    Water
    Pollution.
    7.
    Within
    35
    days
    of
    the
    date
    of
    this
    Order,
    Respondent,
    the Village of Romeoville, shall, by certified check or money
    order payable to the State of Illinois, pay a civil penalty
    of
    $500
    which
    is
    to
    be
    sent
    to:
    State of Illinois
    Fiscal
    Services
    Division
    Illinois Environmental Protection Agency
    2200 Churchill Road
    Springfield,
    Illinois
    62706
    8.
    Respondent’s Motion for Leave to File Brief late is
    granted.
    43—505

    —8—
    IT
    IS
    SO
    ORDERED.
    I, Christan
    L. Moffett, Clerk of the Illinois Pollution
    Control Board, hereby certify that t e above Opinion and
    Order
    were adopted on the
    ~j1~H’
    day of
    ____________,
    1981 by a
    vote of
    ~O
    Christan
    L.
    Moffe
    Clerk
    Illinois
    Pollutio
    bntrol
    Board
    43—506

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