ILLINOIS POLLUTION CONTROL BOARD
    October 9, 1986
    VILLAGE OF PAWNEE,
    Petitioner,
    v
    )
    PCB 86—73
    ILLINOIS ENVIRONMENTAL
    )
    PROTECTION AGENCY,
    )
    Respondent.
    MR. JOHN MYERS, PFEIFER & KELTY, P.C. APPEARED ON BEHALF OF
    PETITIONER; AND,
    MR. E. WILLIAM HUTTON APPEARED ON BEHALF OF RESPONDENT.
    OPINION AND ORDER OF THE BOARD (by J. Theodore Meyer):
    This matter comes before the Board upon a June 19, 1986
    Amended Petition for Variance filed on behalf of the Village of
    Pawnee (Village). The Village seeks variance from 35 Ill. Adin.
    Code 304.120(c) as it relates to the five—day biochemical oxygen
    demand (BOD5) and total suspended solids (TSS) effluent
    standards. The Illinois Environmental Protection Agency (Agency)
    filed its recommendation on August 19, 1986 recommending that
    variance be granted, subject to conditions. Hearing was waived
    and none has been held.
    Procedural History
    The Village (pop. 2577) located in Sarigamon County, owns and
    operates a sewage collection and treatment facility consisting of
    a three cell aerated lagoon system with a design flow of 0.3
    million gallons per day (MCD). The effluent is discharged to an
    unnamed tributary of Horse Creek and thence to the South Fork of
    the Sangamon River. (Amend Pet. p. 1).
    The Village has been involved in a prior enforcement action
    before the Board in PCB 81—183. This matter was settled by
    stipulation and the Board’s approval thereof on December 16, 1982
    which est~blished a detailed compliance schedule that included,
    inter alia, that the Village install tertiary filters and modify
    its lagoon system to allow bypass of each lagoon cell for
    maintenance by a date certain. (Amend Pet. 1). The Agency
    contends that the Village failed to comply with the Board~sOrder
    and or July 15, 1985 a pre—enforcement conference was held at
    which an agreement was reached on a revised compliance
    schedule. (Ag. Rec. p. 3).
    73-55

    —2—
    The Village was also granted provisional variance (PCB 85—
    90) the reason for which was to allow the Village to draw down
    its lagoons to make repairs to its aeration system. The
    provisional variance order also required that the Village
    consider and plan for the installation of bypassing piping around
    individual lagoon cells. (Ag. Rec. p. 3).
    The Village stated that, “in order to comply with the
    Board’s order” in PCB 81—183, the Village plans to install a
    tertiary rock filter and modify the lagoons to allow bypass of
    each cell for maintenance. The Village contends that it must
    interrupt the normal operation of its aerated lagoon facilities
    and drain the lagoons to obtain access to areas within the lagoon
    cells. This action, the Village asserts, will cause the
    discharge of inadequately treated sewage during certain phases of
    the work. (Amend Pet. pp. 1—2). The Agency granted a lagoon
    exemption to the Village with the governing effluent standards
    being 30 mg/i and 37 mg/l for BOD5 and TSS, respectively. The
    Village contends that the discharge of inadequately treated
    sewage during construction work will cause violations of these
    standards. Thus, the Village seeks variance from the BOD5 and
    TSS effluent standards cited above and, instead, proposes a 50
    mg/l BODç and 60 mg/l TSS effluent standard during the
    construcEion period. The issue before the Board is whether
    denying the Village variance would constitute an arbitrary or
    unreasonable hardship. For the following reasons, the Board
    finds that denying the Village variance would constitute an
    arbitrary or unreasonable hardship and, therefore, grants the
    Village variance, subject to conditions.
    Environmental Impact
    The Village does not provide any detailed analysis on the
    environmental impact of granting variance. The Village contends,
    however, that during construction on the lagoons, effluent which
    does not meet the lagoon exemption standards will be discharged
    approximately 19 days and that after construction, future
    effluents would be reduced to Board—prescribed levels and the
    lagoon will be in compliance with the Board’s prior order in PCB
    81—183
    ——
    a long term benefit which should significantly outweigh
    any short term negative effects. (Amend Pet. p. 3). Lastly, the
    Village asserts that during a prior draw down of the lagoons in
    June, 1985, there was no observed adverse effect on aquatic life
    downstream from the lagoons (Amend Pet. p. 4).
    The Agency believes that there will be little, if any,
    adverse environmental impact in granting the Village its
    requested variance. The Agency asserts that it is unaware of any
    complaints or fish kills resulting from the June, 1985 draw down
    and that the levels of contaminants which would be discharged
    under the requested variance should be comparable. Moreover, the
    unnamed tributary to which the Village’s treatment plant
    73-56

    —3—
    discharges is not known to be a stream used for fishing or
    swimming. On the other hand, Horse Creek is known to be used for
    fishing and is classified as a zero low—flow stream. The Agency
    asserts that the impact on Horse Creek should be minimal because
    of the high stream levels typical during the spring season, the
    season during which the Village will undertake the proposed
    construction. (Ag. Rec. 5).
    In light of these facts, the Board finds that the
    environmental impact of granting the Village variance will be
    minimal. The variance is requested for a five—month period or
    until the work is completed on the lagoons, and effluent in
    excess of the lagoon exemption standards will be discharged for
    approximately 19 non—consecutive days. These facts in
    conjunction with the fact that a prior draw down of the lagoons
    did not result in any observable adverse effect on downstream
    aquatic life lead the Board to the conclusion that the
    environmental impact of granting this variance will be minimal.
    Hardship
    At the outset the Board notes that neither the Agency nor
    Pawnee explains why Pawnee failed to comply with the Board’s
    December 16, 1982 enforcement Order. Had this Order been
    complied with, a request for variance at this late date would be
    unnecessary. The Board can only assume that Pawnee presented
    sufficiently compelling reasons to the Agency to cause the Agency
    to recommend grant of variance that includes a new construction
    schedule.
    The Board is at a loss to understand why the Village and
    Agency have not commented fully on the circumstances regarding
    failure to comply with the prior order. The Board, given the
    situation it now faces, is persuaded that it is more
    environmentally beneficial at this point to give the petitioner
    the benefit of the doubt regarding the issue of self imposed
    hardship. In so saying, the Board emphasizes that it trusts that
    such deficiencies will not occur again.
    The Village contends that there are no alternatives besides
    the discharge of inadequately treated sewage during the
    construction period and that the purpose of the construction is
    precisely to avoid in the future discharges of inadequately
    treated sewage while performing maintenance by allowing the
    Village to work on one lagoon at a time by bypassing it. (Amend.
    Pet. p. 3).
    The Agency asserts that the hardship experienced by the
    Village if the Board denied variance would be both technical and
    economical. The technical hardship is that in order for the
    Village to comply with the Board’s Order and consistently operate
    its plant in compliance, the lagoons must be lowered to make the
    73-57

    —4—
    necessary improvements. The Agency contends that immediate
    compliance would require the construction of another lagoon on a
    permanent or temporary basis at a cost of between $100,000 and
    $200,000 including appropriate appurtenances. The Agency
    believes that the additional cost to the Village of this
    construction is unwarranted and would create an arbitrary or
    unreasonable hardship sufficient to allow the granting of
    variance. (Ag. Rec. p. 4).
    The Board finds that denying the Village variance would
    constitute an arbitrary and unreasonable hardship. The only
    alternative to achieve immediate compliance with applicable
    standards would be to construct an additional lagoon. The Board
    believes that it would be unreasonable to require the Village to
    construct such a lagoon especially in light of the fact that the
    Village itself is funding the construction of the planned
    improvements.
    Such an action would nearly double the cost of the
    proposed construction without any measurable benefit to the
    surrounding environment. On balance, the Board believes that the
    hardship to the Village were the Board to deny variance outweighs
    any adverse environmental impact of granting the variance.
    Therefore, the Board will grant the Village variance, subject to
    conditions.
    Concerning the BOD5 and TSS effluent limitations during the
    variance period, the Board notes that the Agency collected
    samples of the Village’s effluent on June 19 and June 26, 1985,
    when the Village was draining its lagoons. The Village’s
    effluent measured 34 ntg/l BOD and 45 mg/l TSS on June 19 and 27
    mg/l BOD and 31 mg/i TSS on June 26. The Agency asserts t~hatthe
    effluent discharged during the variance period should approximate
    the effluent discharged during the June, 1985 lagoon draw down.
    Therefore, the Agency recommends effluent limitations of
    40 mg/l
    BOD5 and 50 mg/i TSS during the variance period.
    The Village, on the other hand, estimates that effluent will
    be discharged during the variance period measuring 50 mg/i BOD~
    and 60 mg/l TSS and, therefore, requests these limits during the
    variance period. However, the Board notes that the Village has
    not provided the Board an explanation as to why the estimated
    effluent concentrations will be greater than those experienced
    during the June, 1985 draw down of the lagoons. Absent such an
    explanation, the Board believes that the Agency’s samples of the
    lagoons’ effluent during the June, 1985 draw down are indicative
    of the effluent concentrations which can be expected during the
    variance period. Therefore, the
    Board will include as a variance
    condition that the Village’s effluent shall not exceed 40 mg/l
    BOD5 or 50 mg/i TSS on a monthly average.
    This Opinion constitutes the Board’s findings of fact and
    conclusion of law in this matter.
    73-58

    —5—
    ORDER
    The Village of Pawnee, Sangamori County, Illinois, is hereby
    granted variance from 35 Ill. Adm. Code 304.120(c) as it relates
    to five—day biochemical oxygen demand (BODç) and Total Suspended
    Solids (TSS), subject to the following conaitions:
    1. The variance shall begin on March 1, 1987 and terminate
    upon completion of the proposed construction or on July
    31, 1987, whichever occurs first.
    2. The Village shall comply with the construction schedule
    presented in Attachment A, of the Agency’s August 19,
    1986 Recommendation, which is attached to this Order
    unless for reasons of unavoidable delay due to adverse
    weather conditions.
    3.
    The Village shall notify the Agency’s Springfield
    Regional Office when draw down of the lagoons begins and
    when the construction work is completed.
    4. There shall be no discharge of sludge or bottom deposits
    while the lagoons are being lowered.
    5. During the variance period the Village’s effluent shall
    not exceed 40 ing/l BOD5 or 50 mg/i TSS on a monthly
    average.
    6. During the variance period when discharges from the
    lagoons are occuring, the Village shall monitor its
    effluent on a weekly basis and analyze it for BODç, TSS,
    pH, flow, fecal coliform and ammonia nitrogen. This
    data shall be submitted to the Agency on a monthly basis
    attached to the Village’s discharge monitoring reports.
    7. The Village shall operate and maintain its treatment
    plant during the period of construction so as to produce
    the best effluent possible.
    8.
    Within 45 days of the date of this Order, the Village
    shall execute and forward to the Illinois Environmental
    Protection Agency, Division of Water Pollution Control,
    Compliance Assurance Section, 2200 Churchill Road,
    Springfield, Illinois 62706, a Certificate of Acceptance
    and Agreement to be bound by all the terms and
    conditions of this variance. This 45 day period shall
    be held in abeyance for any period this matter is being
    appealed. The form of the certificate shall be as
    follows:
    CERTIF ICATION
    73-59

    —6—
    I, (We), _______________________________, having read the
    Order of the Illinois Pollution Control Board, in PCB 86-73,
    dated October 9, 1986, understand and accept the said Order,
    realizing that such acceptance renders all terms and conditions
    thereto binding and enforceable.
    Petitioner
    By: Authorized Agent
    Title
    Date
    IT IS SO ORDERED.
    I, Dorothy M. Cunn, Clerk of the Illinois Pollution Control
    Board, hereby certif~that the abo e Opinion and Order was
    adopted on the
    9’—
    day of
    ~
    ,
    1986, by a vote
    of ~,-O
    L7~z~.
    ~
    Dorothy M. nfl, Clerk
    /
    Illinois Pollution Control Board
    73-60

    REVISED PER 7/11/86
    MEETING
    DATE
    OF ACTIVITIES
    ESTIMATED PLANT
    ESTI?41\TE) EFFLUENT
    START
    COMPLETE
    DISCHARGE
    STRENGTHS
    CONSTRUCTION SEQUENCE
    ROD5
    TSS
    1. Pump or syphon all lagoon cells to a 6 ft
    water depth (normal depth is lift.)
    March 1 March 15
    1
    MCD
    30
    37
    2. Install 12-inch bypass line from the proposed
    transfer structure between cells 1 & 2 to the
    chlorine structure
    April 1 April 15
    0
    0
    0
    3. Modify the chlorine structure
    April 1 April 15
    0
    0
    0
    4. Plug 10-inch transfer pipe between cells 2 & 3
    April 1
    0
    0
    0
    5. Pump out contents from cell 3 (transfer to cell 2) April 1 April 15
    0
    0
    0
    r
    6. Remove sludge in cell 3 from area of rock filter,
    modify air piping, install transfer (outlet) structure
    install rock filter, place riprap, and install pad
    for erosion control at end of 10” transfer pipe
    April 15 May 15
    0
    0
    7. Remove plug from 10” transfer pipe and lower
    W.L. to 6’ depth in all cells
    May 15
    May 25
    1.5
    MCD
    30
    37
    8. Plug 10” transfer line between cells 1 & 2 and
    lower W.L. in cells 2 & 3 to below transfer pipe
    May 25
    June 1
    1.4
    MCD
    50
    60
    9. Install transfer structure for cell 2, connect
    outlet piping and valves, and install erosion con-
    trol pad at end of 10” transfer pipe from cell 1
    June 1
    June 18
    0
    0
    0
    10. Remove transfer plug & lower all cells to 6’ depth June 18 ~June22
    1.5
    MCD
    30
    37
    11. Plug 10” transfer pipe from cell 1 at both ends & con-
    struct transfer structure & connect 12” outlet pipe June 22 July 10
    .4
    MCD
    50
    60

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