ILLINOIS POLLUTION CONTROL BOARD
    December 5, 1974
    CITY OF LEROY
    PETITIONER
    )
    v.
    )
    PCB 74—231
    ENVIRONMENTAL PROTECTION AGENCY )
    RESPONDENT
    OPINION AND ORDER OF THE BOARD (by Mr. Marder)
    This action involves a Petition for Variance, filed by the City
    of LeRoy on June 17, 1974. On September 13, 1974, the city filed
    an Amended Petition for Variance, requesting relief from Rule 408
    (a), Chapter 3, Water Pollution Control Regulations, as it relates
    to iron and total suspended solids, and Rule 408 (b) as it applies
    to total dissolved solids, in order to get a construction permit
    for a new public water supply treatment plant.
    The Agency filed its Recommendation on November 22, 1974. The
    Recommendation suggests that the Petition may be moot and should be
    dismissed or in the alternative, should the Board find the matter
    not moot, that it be granted.
    No hearing was held.
    The Petitioner is in need of a new water treatment plant. It is
    alleged that the existing plant was built in 1934. For the past sev-
    eral years, the equipment has been deteriorating rapidly, and it is
    in constant need of repair if it is to provide an adequate quality
    of water.
    Since 1972 the city has been attempting to receive federal grant
    money under the Federal Water Pollution Control Act Amendments (PL
    92-500) to construct a wastewater treatment plant. To date, the city
    has not achieved a high enough priority number to insure prompt action
    on their request.
    The present water treatment plant treats about 240,000 gallons a
    day. The plant reduces a raw influent of 5.8 ppm iron to a finished
    product of .2 ppm. This amounts to 11.4 lb. of iron per day. The
    new plant will have four new filters having an area of 41 square feet
    apiece. To clear the filters the backwash rate will be 500 gallons
    per minute for 5000 gallons of water per filter per day. Therefore,
    29,000 gallons of water will be needed for complete backwash per day.
    The city proposes to provide a holding basin for the backwash water,
    so that it will discharge to the city sewer at a rate of 50 gallons
    per minute.
    14— 609

    —2—
    Three zeolite softeners will be regenerated with the use of brine.
    There will be 4.5 regenerations per day, with 348 lbs. of salt used
    per regeneration. 29,000 gallons of water per day will be used in re-
    generation. The total dissolved solids in the rinse water will be
    6400 ppm. This water is also to go to the holding tank for discharge
    at a rate of 50 gallons per minute.
    The problem is that the city does not have a treatment plant for
    its sewer system. Therefore, the contaminants discharged from the
    plant receive no treatment other than dilution before being discharged
    to a tributary of the North Fork of Salt Creek, which is tributary to
    the Sangamon River.
    The Agency to this point has not issued a permit to construct this
    plant, the reason being that the discharge would cause a breach of
    the effluent standards when it would be completed.
    The city will not be able to meet the effluent criteria until a
    sewage treatment plant is built, and it appears this will be a rath-
    er long process. In the meantime, the city is having a difficult
    time supplying its water to the public. It should be noted that the
    new plant is a replacement plant and will not substantially change
    the quality of the effluent.
    Hardship alleged relates to the lack of a properly treated public
    water supply. The Board finds that maintenance of a pure supply of
    water to the public is of prime importance.
    The Agency suggests that as a contributing discharger to a common
    sewer system whose total discharge is subject to the control of a per-
    mit issued under the National Pollutant Discharge Elimination System,
    the plant in question does not need a variance. A draft permit has
    been prepared by the Agency and forwarded to Region V, U.S. Environ-
    mental Protection Agency, in Chicago. As a condition of that permit,
    the city would be allowed to maintain its present discharge from the
    sewer.
    We cannot agree with the Agency that the issuance of an NPDES permit
    will grant the relief sought. The Federal Environmental Protection
    Agency has not yet accepted the state’s proposal for administration of
    this system, and while we hope for early approval, we cannot be assured
    of this. To rely on the actions of a third party (U.S. Environmental
    Protection Agency) would put Petitioner in jeopardy of violations of
    Board effluent standards through no fault of its own. Even with the
    grant of a federal NPDES permit, Petitioner would have to comply with
    Board effluent standards.
    The Board finds that thi~case is similar In nature to P~B
    74-15,
    Village of Potomac v. Enviroi~tentalProtection Agency, and that adequate
    hardship has been prbven to wa~ant a grant of variance. We fully
    real-
    ize that this variance may indeed be moot in the future; however, should
    a variance extension be required one year from now, the Board will re—
    14—610

    —3—
    quire much additional information regarding Petitioner’s compliance
    plans.
    This Opinion constitutes the findings of fact and conclusions of
    law of the Board.
    ORDER
    IT IS THE ORDER of the Pollution Control Board that Petitioner is
    granted variance from Rule 408 (a) as it applies to iron and total sus-
    pended solids, and 408 (b) as it applies to total dissolved solids un-
    til December 5, 1975, subject to the following:
    Petitioner shall discharge the combined effluents from its
    proposed holding tank on a 24-hr. basis to reduce the average
    concentration of iron and chlorides discharged as much as
    possible.
    I, Christan L. Moffett, Clerk of the Illinois Pollution Control
    Board, certify t4lat the above Opinion and Order was adopted by the
    Board on the ~ ~ day of ~
    1974, by a vote of ~
    tob
    14—611

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