ILLINOIS POLLUTION CONTROL BOARD
    March
    26,
    1975
    CITY OF MOUNT VERNON,
    Petitioner,
    v.
    )
    PCB 74—489
    ENV~.JNMENTAL PROTECTION AGENCY,
    Respondent.
    OPINION AND ORDER OF THE BOARD
    (by Mr. Dumeile):
    The City of Mount Vernon
    (“Petitioner”)
    filed a variance
    petition on December 27,
    1974.
    The Illinois Environmental
    Protection Agency
    (“Agency”)
    filed
    a Recommendation to grant
    the variance on February
    6,
    1975.
    No hearing was held.
    Petitioner operates a secondary sewage treatment facility
    located in Jefferson County.
    Petitioner’s sewage treatment
    plant discharges
    to Casey Fork,
    approximately 7-1/4 miles
    upstream from where Casey Fork enters Rend Lake.
    Rend Lake
    discharges into the Big Muddy River which is a tributary of
    the Mississippi River.
    Petitioner’s
    sewage treatment plant has an average
    influent of 1.86 million gallons per day
    (mgd).
    Petitioner
    states that its present plant produces an effluent with the
    following average values:
    Average BOD5
    4.2 mg/l
    Suspended Solids
    22.3 mg/l
    Ammonia nitrogen
    5.4 mg/i
    (as nitrogen)
    Phosphorus
    8.1 mg/I
    Because Casey Creek has a 7—day 10—year low flow of zero,
    Petitioner’s effluent must not cause
    a violation of the 0.05
    mg/i of phosphorus requirement of Rule 203(c)
    at the entrance
    to Rend Lake and the 1.5 mg/l ammonia nitrogen standard of
    Rule
    203(f)
    of the Water Pollution Regulations.
    Rule 404(f)
    provides that for discharges
    to streams with less than 1:1
    16 —221

    —2—
    dilution that the effluent shall not exceed 4 mg/i of BOD~
    and
    5 mg/i of suspended solids.
    Petitioner has requested
    a
    variance from the above three provisions.
    Petitioner is in the process of upgrading its existing
    sewage treatment facility and has obtained both
    a Step I and
    Step
    II Federal Assistance Grant to help pay the cost of
    drawing up final plans and specifications for the proposed
    upgrading.
    Petitioner has a construction grant priority of
    116.
    On December 19, 1974 Petitioner was issued a National
    Pollutant Discharge Elimination System
    (NPDES) Permit by the
    United States Government.
    Petitioner states that its proposed
    treatment plant is tentatively scheduled for completion in
    January of 1977.
    Petitioner’s NPDES Permit requires completion
    of construction by June 30, 1977 and attainment of full
    operation by July 30,
    1977.
    The Agency estimates that the
    treatment system should be in operation by October
    1,
    1977.
    Petitioner estimates that following completion of the proposed
    treatment plant it will discharge an effluent with the
    following characteristics:
    Average Dry Weather Flow
    3.8 mgd
    Average BOD5
    10 ppm
    Average Suspended Solids
    12 ppm
    NH3
    (Ammonia Nitrogen)
    1.5 ppm
    Phosphorus
    0.05 ppm
    Although estimating compliance with the phosphorus
    requirement of Rule 203(b), Petitioner states that there is
    no evidence that removal of phosphorus down to the requirement
    set forth in the Rule is technically feasible.
    The Agency
    points out that Petitioner’s NPDES Permit sets forth final
    standards of
    4 mg/i for BOD5 and S mg/i for suspended solids.
    The Agency states that Petitioner may discharge 10 mg/i of
    BOD5 and 12 mg/i of suspended solids only if granted
    a
    “Pfeffer exemption”
    under Rule 404 (f) (ii).
    The Agency
    questions whether Petitioner will ever be capable of consistently
    discharging an effluent with a phosphorus concentration of
    no more than 0.05 mg/i and therefore recommends that Petitioner
    be granted a variance from Rule 404 (f) (ii) (A)
    ,
    (D),
    and
    (E)
    as they pertain to obtaining a phosphorus concentration of
    0.05 mg/i.
    The Agency~srecommendation is conditioned on
    the instaliation by Petitioner of best available nutrient
    removal facilities as soon as possible in conjunction with
    the proposed upgrading of Petitioner’s sewage treatment
    plant.
    Petitioner alleges that to require compliance with the
    three rules would impose an arbitrary and unreasonable
    hardship during the period it is proceeding to complete its
    16
    222

    —3—
    updated sewage treatment plant.
    Petitioner alleges that the
    use of chemical precipitation to enhance its effluent quality
    is not feasible because it would overload Petitioner’s
    existing sludge digesters.
    Petitioner further alleges that
    satisfactory land is not available for spray irrigation and
    that soils found in the area are shallow silts, underladen
    by tight clays and hardpan with the result that spray irrigation
    could cause surface runoff with no appreciable water quality
    benefits.
    Petitioner states that transportation of its
    effluent to a watershed other than that of Rend Lake would
    require transporting the waste a distance of 17 miles east
    to the Skillet Fork watershed into a low flow stream.
    Petitioner states that the dissolved oxygen cpntent of Casey
    Creek is substantially higher downstream from its discharge
    than upstream and that even considering the dissolved oxygen
    sag due to carbonaceous and nitrogenous oxygen demand, that
    the downstream level of dissolved oxygen does not approach a
    critical level.
    The Agency states that Petitioner
    is operating its
    sewage treatment plant as efficiently as possible and that
    no greater pollutant removal can be achieved without the
    addition of more treatment facilities.
    The Agency recommends
    that the Board not require such interim treatment facilities
    because the time required to design and install them would
    be roughly equivalent
    to the time required to carry out
    Petitioner’s proposed upgrading
    of its sewage treatment
    plant.
    The Board finds that Petitioner would suffer an arbitrary
    and unreasonable hardship if required to adhieve compliance
    immediately with Rule 203(c),
    203(f),
    and 404(f).
    However,
    Petitioner does discharge a significant amount of phosphorus
    to Rend Lake based upon
    a materials balance.
    Petitioner
    states that the average phosphorus concentration
    in Rend
    Lake,
    based upon a water quality value of 0.08 ppm is 63,968
    pounds.
    Converting Petitioner’s average effluent phosphorus
    value of 8.1 ppm to
    a yearly value results in an estimated
    contribution of 45,891 pounds.
    The Agency calculated that
    Petitioner’s discharge amounted to 126 pounds of phosphorus
    per day as compared to the 83.9 pounds of phosphorus contained
    in Casey Fork upstream from Petitioner’s discharge.
    TheAgency states that Petitioner’s discharge of phosphorus
    could be the source of additional algal growth in Rend Lake.
    However, the Agency believes that the additionl algal growth
    has little immediate adverse environmental effect,
    but that
    continued addition of decomposable plant growth could shorten
    the life of the Lake.
    The Board agrees with the Agency
    concern over future additional discharges of phosphorus to
    16—223

    —4—
    lakes or reservoirs.
    This was the reason for the adoption
    by the Board of Rule 203(c).
    The Board therefore will
    condition the grant of this variance upon requirement to add
    nutrient removal facilities in conjunction with the proposed
    upgrading.
    In addition,
    any extension of this variance will
    have
    to contain
    a more detailed evaluation
    of methods of
    compliance with the phosphorus requirements of Rule 203(c)
    or alternative means of discharges such as land application
    or diversion from the Rend Lake watershed.
    The record in this case
    is not wholly satisfactory.
    Little is said by either party as to the extent of algae
    blooms,
    if any,
    on Rend Lake.
    The 0.05 mg/l phosphorus
    level of Rule
    205(c) may not necessarily be an effluent
    standard, but is
    a stream standard at
    the confluence with
    Rend Lake.
    If significant amounts of phosphorus
    “drop out”
    in the 7-1/4 mile length of Casey Fork then a higher amount
    of phosphorus could perhaps be discharged by Mount Vernon.
    But no data are given on this point.
    Lastly, the state of dissolved oxygen levels in the
    hypolimnion
    (if one exists)
    in Rend Lake are not given.
    If,
    in fact,
    algae growth on Rend Lake
    is significant, then the
    Board should be told what effects this algae growth is
    having upon dissolved oxygen levels.
    Also it is not wholly
    correct to compare the suspended phosphorus
    in Rend Lake’s
    waters with incoming loads.
    In Lake Erie, more than 95
    of
    incoming phosphorus
    “disappears1’ presumably
    to sediments.
    What is significant
    is the rate of increase of phosphorus
    in
    the water.
    Rend Lake is shallow and wind currents may
    suspend sediment,
    thus giving apparently high phosphorus
    levels.
    But is this phosphorus
    in a form that will support
    algae growth?
    In future or similar proceedings,
    these
    questions must be answered.
    Because Petitioner
    is required to obtain an NPDES
    Permit, the Board may grant Petitioner
    a variance for up to
    a five year period.
    The Board has determined that Petitioner
    should be granted a variance until July 1,
    1977 because of
    legal deadlines.
    This Opinion constitutes the Board’s findings of fact
    and conclusions of law.
    ORDER
    The Pollution Control Board hereby grants the City of
    Mount Vernon
    a variance from January
    1,
    1975
    to July
    1,
    1977
    from Rules 203(c),
    203(f)
    as pertains to ammonia nitrogen,
    Rule 404(f)
    as pertains to BODç and suspended solids, and
    Rule 404(f) (ii) (A),
    (D), and
    (~)
    as pertains to phosphorus
    16—224

    *5—
    subject to the following conditions:
    1.
    Petitioner keep abreast of developments
    in phosphorus
    removal technology and shall report quarterly to the Agency;
    2.
    Petitioner apply advanced phosphorus removal
    techniques as
    such techniques become practicable;
    3.
    Petitioner continue to pursue its present program
    of upgrading its sewage treatment plant including nutrient
    removal facilities;
    4.
    Petitioner maintain and operate
    its sewage treatment
    plant in the manner that will maximize the quality of effluent;
    5.
    Petitioner apply for and obtain all necessary
    permits.
    6.
    Effluent limits
    (on a monthly average)
    shall not
    exceed:
    Average SOD5
    4.2 mg/l
    Suspended Solids
    22.3 mg/l
    Ammonia Nitrogen
    5.4 mg/l
    (as nitrogen)
    Phosphorus
    8.1 mg/l
    IT IS SO ORDERED.
    I, Christan L. Moffett,
    Clerk of the Illinois Pollution
    Control Board, hereby certify the above Opinion and Order
    wer~adopted on the
    I~(~’~
    day of March, 1975 by a vote of
    __________.
    C ristan L. Moffe
    t,
    Illinois Pollution Co
    1 Board
    16—225

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