ILLINOIS POLLUTION CONTROL BOARD
    February
    4,
    1988
    HOWARD P.
    SPURGEON d/b/a HIGHVIEW
    ESTATES SUBDIVISION,
    Petitioner,
    v.
    )
    PCB 87—111
    ILLINOIS ENVIRONMENTAL PROTECTION
    AGENCY,
    Respondent.
    FREDERICK D. BERRY,
    P.E., OF AUSTIN ENGINEERING CO.,
    INC., AND
    HOWARD
    S.
    SPURGEON APPEARED ON BEHALF OF THE PETITIONER.
    KATHLEEN BASSI APPEARED ON BEHALF OF THE RESPONDENT.
    OPINION AND ORDER OF THE BOARD (by J. Marlin):
    This matter comes before the Board on
    a Petition which was
    originally filed by the Petitioner on July 31,
    1987.
    In response
    to two Orders
    by the Board,
    the Petitioner subsequently filed
    an
    Amended Petition on September
    16,
    1987 and a second Amended
    Petition on October
    13, 1987.
    The Petitioner
    is seeking variance
    from 35
    Ill. Adm. Code 304.120(c), Deoxygenating Wastes,
    for
    a
    period of two years after the completion of a new sewage
    treatment plant which will replace the existing sewage treatment
    plant that
    is currently owned and operated by the Petitioner.
    During the requested variance period, the Petitioner has proposed
    to be subject to standards of
    20 mg/i for BOD5 and
    25 mg/l
    for
    suspended solids.
    On December
    3,
    the Board granted the Illinois
    Environmental Protection Agency’s
    (Agency) motion
    to file the
    Agency’s Recommendation Instanter.
    Since the Petitioner waived
    his right
    to
    a hearing and no person filed an objection to the
    variance request, no hearing was held
    in this matter.
    The Petitioner owns and operates
    a sewage treatment plant
    which serves the Highview Estates Subdivision located
    in Tazwell
    County.
    The plant treats the sewage from 180 single family
    residences.
    The average daily flow to the sewage plant
    is
    approximately 63,000 gallons per day.
    (Am.
    Pet.
    p.
    1—2).
    The
    Agency asserts that the design average flow
    (DAF)
    for the
    existing plant
    is 0.045 mgd.
    The existing plant consists of
    a
    Smith and Loveless package extended aeration plant
    followed by a
    1.2 acre lagoon.
    According to the Agency, chlorination
    facilities are present but have not worked
    for several years.
    The effluent from the existing facility
    is discharged to Fon du
    Lac Creek, which
    is
    a tributary to Farm Creek which
    in
    turn is
    a
    tributary to the Illinois River.
    (Ag.
    Rec. p.
    1).
    Petitioner
    claims that the existing plant
    is hydraulically and organically
    86—75

    2
    undersized and cannot meet the requirements of
    Section
    304.120(c).
    Consequently,
    the Petitioner
    is pursuing the option
    of building
    a new treatment
    facility.
    (Am. Pet.
    p.
    3).
    Section
    304.120(c)
    imposes
    a 10/12 BOD5/SS standard upon the Petitioner’s
    existing facility.
    Also,
    after
    the Petitioner builds his new
    plant, he will still
    be subject
    to the 10/12 standard.
    According
    to the Petitioner,
    land in the area is not available for him to
    construct
    a third stage treatment lagoon which would qualify him
    for
    a lagoon exemption under Section 304.120.
    (Am.
    Pet.,
    p.
    6).
    Such an exemption would impose standards of 30/37 for BODç and
    suspended solids, respectively.
    The Agency agrees with
    tFie
    Petitioner
    that
    a new treatment plant should
    be constructed
    in
    order
    to meet the 10/12 standard.
    (Ag. Rec.,
    p.
    3).
    However, the
    Agency disagrees,
    to
    a certain extent, with the Petitioner with
    regard to what the new facility should include.
    The Petitioner wishes
    to construct
    a larger 24—hour extended
    aeration activated sludge treatment plant without sand filters.
    (Am.
    Pet. p.
    3).
    After construction of the new plant,
    the lagoon
    would be used merely as
    a place
    to store excess flow to
    the
    treatment plant.
    The Agency states that its experience has
    indicated that extended aeration plants will not consistently
    meet the 10/12 standard when no sand filters are utilized.
    (Am.
    Rec.,,
    p.
    3).
    The Petitioner disagrees and states that he should
    be given
    the opportunity
    to demonstrate that the new treatment
    plant would provide effluent of the quality which would meet the
    10/12 standard even without sand filters.
    The Petitioner plans
    to utilize
    the existing treatment plant until the new treatment
    plant was constructed.
    Then,
    for
    a period of approximately one
    year, the effluent from the new treatment plant would be
    monitored and tested
    so
    as
    to determine whether the new treatment
    plant was
    in compliance with the 10/12 standard.
    The Petitioner
    estimates that sand filters would increase the cost of the new
    plant by $75,000
    to $100,000.
    (Ag. Rec.,
    p.
    3—5).
    Although the
    Agency does believe that sand filters are necessary,
    it claims
    that
    in this specific case “it
    is prudent to provide a period of
    operation
    of
    the new treatment plant
    without filters
    to assess
    plant performance
    in terms of compliance with final limits.
    Therefore,
    to require filters immediately imposes an unreasonable
    and arbitrary hardship.”
    (Ag. Rec.
    p.
    4).
    The permit under which
    the Petitioner
    is operating requires
    that the effluent of the treatment plant meet the 10/12
    standard.
    According to the Agency,
    the Petitioner’s facility
    currently does not meet these requirements.
    The current permit
    was issued on March
    19,
    1986 and expires on April
    1,
    1991.
    The
    Agency believes that the Petitioner’s proposed compliance
    schedule
    is reasonable and that the Petitioner should begin
    construction on the new plant this spring.
    (Ag. Rec.,
    p.
    3).
    With regard to environmental quality, the Agency states that
    the new treatment plant, even when discharging directly to the
    receiving stream, will greatly improve
    the Petitioner’s effluent.
    86—76

    3
    The Agency states that
    it may be possible for the Petitioner to
    produce an effluent which would be
    in compliance with the 10/12
    standard.
    The Petitioner agrees with the Agency that
    a
    noticeable improvement
    in
    the quality of the effluent
    is
    anticipated upon completion of the new treatment plant.
    (Ag.
    Rec.,
    p.
    3).
    Also the Petitioner emphasizes that the existing
    treatment plant will remain
    in full operation until the
    completion of the new treatment plant.
    (Am.
    Pet.
    p.
    5).
    In the second Amended Petition, the Petitioner
    sets forth
    effluent data taken from September 1986 to 1987.
    The Petitioner
    presents
    three sets of data:
    one tested by the Petitioner
    himself;
    another
    by Daily
    & Associates,
    which
    is
    a testing
    laboratory;
    and the third
    is data taken by the Agency.
    The
    Agency states that its data should
    be the only set relied upon by
    the Board since,
    unlike the other
    two sets of data,
    the Agency’s
    data
    is generated
    from the testing of effluent out of the lagoon
    as
    it empties into the Fon du Lac Creek.
    The data gathered by
    Spurgeon and Daily
    & Associates apparently was taken out of the
    effluent from the existing
    treatment plant but prior
    to its
    entering the lagoon.
    The Agency claims that the lagoon actually
    degrades the water that
    it receives before
    it
    is
    in turn
    discharged
    to Fon du Lac Creek.
    The Agency also states that
    prior
    to August 1986, the Petitioner did not use approved
    laboratory analytical procedures in testing the effluent.
    (Ag.
    Rec.
    p.
    2).
    The Agency’s data as set forth
    in the Second Amended
    Petition clearly indicates that the existing treatment plant has
    been operating in great excess of the 10/12 standard.
    The
    Petitioner estimates that the overall cost of
    a new treatment
    plant would be approximately $300,000.
    Consequently,
    the
    additional cost of sand filters would increase the total
    construction cost by as much as 33 percent.
    Since the Agency
    believes that
    it may be possible
    for the Petitioner
    to achieve
    compliance with the 10/12 standard without using the sand
    filters,
    the Board believes that
    it would
    be reasonable to allow
    the Petitioner
    to operate its new treatment plant
    on a trial
    basis without the sand filters.
    Given all these circumstances,
    the Board
    finds that the denial of
    a variance,
    in this instance,
    would cause an arbitrary or unreasonable hardship upon the
    Petitioner.
    After reviewing the conditions recommended by the Agency,
    the Board
    will grant the variance subject to conditions which are
    substantively the same as found
    in the Agency’s recommendation.
    Essentially,
    the schedule of compliance set forth
    in the Order
    reflects the time frames for compliance which the Petitioner
    proposed
    in the Amended Petition.
    Since the Petitioner’s current permit contains effluent
    limits of 10/12
    for BOD5 and SS, the Board will provide
    relief
    from Section 304.141(a),
    as recommended
    by the Agency.
    Section
    304.141(a)
    states that no person shall discharge an effluent
    which has concentrations
    in excess of
    the standards and limits
    86—77

    4
    set forth
    in the person’s NPDES permit.
    The Petitioner will
    be
    subject
    to effluent limits as set forth
    in the conditions of this
    variance.
    This Opinion constitutes the Board’s findings of fact and
    conclusions
    of law in this matter.
    ORDER
    The Board hereby grants Howard
    P.
    Spurgeon d/b/a Highview
    Estates Subdivision
    (the Petitioner) variance from 35
    Ill. Mm.
    Code 304.120(c) and 304.141(a)
    subject
    to the following
    conditions:
    1)
    This variance shall expire on August
    1,
    1990 or when the
    Petitioner achieves compliance with Section 304.120(c),
    whichever occurs first.
    2)
    The Petitioner shall comply with the following schedule:
    a)
    ITEM
    COMPLETION DATE
    Submit permit application
    to
    the Agency for the construction
    of
    a 24—hour extended aeration
    activated sludge treatment
    plant without sand filters
    (Phase
    I)
    as described in the
    Amended Petition for Variance.
    February 21,
    1988
    b)
    Initiate construction of
    Phase
    I.
    May
    1,
    1988.
    c)
    Complete construction
    of
    Phase
    I.
    November
    1,
    1988.
    d)
    Sample and test effluent
    of Phase
    I
    for
    five day
    biochemical oxygen demand
    November
    1,
    1988
    to
    and suspended solids.
    November
    1,
    1989
    e)
    Submit permit application
    for construction of sand
    filters (Phase
    II)
    if needed.
    January
    1, 1990
    f)
    Initiate construction of
    Phase
    II facilities,
    if
    needed.
    April
    1,
    1990
    86—78

    5
    g)
    Complete construction of
    Phase
    II
    facilities,
    if
    needed, and meet final
    effluent limits of 10 mg/i
    BOD5 and
    12 mg/l TSS.
    August
    1,
    1990.
    3)
    All treatment facilities shall
    be built
    in accordance with
    plans and specifications as approved by the Agency.
    Any
    deviations from the approved plans and specifications must be
    approved
    in writing by the Agency.
    4)
    During the term of the variance, Petitionerts discharge from
    the Highview Estates Subdivision shall meet the following
    effluent limits:
    PARAMETER
    MONTHLY AVERAGE
    DAILY MAXIMUM
    BOD;
    (mg/I)
    20
    40
    SS ~mg/l)
    25
    50
    Petitioner shall meet all other effluent limits contained in
    its NPDES permit.
    5)
    Petitioner
    shall sample, analyze, and report
    all parameters
    contained
    in
    its NPDES permit based upon weekly sampling.
    Samples shall be representative of the effluent being
    discharged to the receiving stream, irrespective of which
    treatment units
    are being used.
    6)
    Sample types
    used shall
    be those stated in the Petitioner’s
    NPDES permit.
    7)
    Petitioner
    shall at all times produce the best effluent
    possible and shall complete construction
    of the various units
    as quickly as possible.
    8)
    Petitioner
    shall submit a certificate
    of acceptance to the
    Agency within 45 days of the date
    of this variance to:
    Illinois Environmental Protection Agency
    Division of Water Pollution Control/Compliance Assurance
    Section
    2200 Churchill Road, P.O. Box 19276
    Springfield,
    IL 62794—9276
    Attention:
    James
    Frost
    86—79

    6
    The form of this certificate of acceptance shall
    be as follows:
    CERTIFICATION
    _____________________________________ (Petitioner), hereby
    accepts and agrees
    to
    be bound by all terms and conditions
    of the
    Order
    of the Pollution Control Board
    in PCB 87—111, dated
    February 4,
    1988.
    Petitioner
    Authorized Agent
    Title
    Date
    Section 41
    of the Environmental Protection Act,
    Ill. Rev.
    Stat.
    1985 ch.
    111 1/2
    par.
    1041, provides for appeal of final
    Orders of the Board within
    35 days.
    The Rules
    of the Supreme
    Court of Illinois establish filing requirements.
    IT
    IS SO ORDERED.
    I, Dorothy M. Gunn,
    Clerk of the Illinois Pollution Control
    Board, hereby ce4~Jdythat the abov
    Opinion and Order was
    adopted on
    the
    _______
    day of
    _________________,
    1988,
    by
    a vote
    Dorothy M. Gunn,
    Clerk
    Illinois Pollution Control Board
    86—80

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