ILLINOIS POLLUTION CONTROL BOARD
    June 30, 1983
    CITY OF LOCKPORT,
    )
    Petitioner,
    V.
    )
    PCB 83—48
    )
    ILLINOIS ENVIRONMENTAL
    )
    PROTECTION AGENCY,
    )
    Respondent.
    OPINION AND ORDER OF THE BOARD (by J
    .
    D. Dumelle):
    This matter comes before the Board upon a petition for
    variance filed April 8, 1983, by the City of Lockport. The
    petition requests a variance through March 1, 1988 from the 10
    mg/l BOD, 12 mg/i TSS deoxygenating wastes effluent standards of
    Section 304.120(c), and from violation of water quality standards,
    Section 304.105, for dissolved oxygen, Section 302.206, arid
    ammonia, Section 302.212(b) and (e). The petition for variance
    requested a hearing.
    The Environmental Protection Agency (Agency) filed its
    recommendation on May 16, 1983. Because Section 304.140 grants
    relief from effluent standards to dischargers filing timely
    construction grant applications, as Lockport has, the Agency felt
    a variance from the 10/12 standard was unnecessary. The Agency
    recommended the Board grant the variance for water quality’~
    violations of ammonia and dissolved oxygen but impose a cqndition
    that Petitioner’s effluent not exceed 10 mg/i ammonia nitrogen.
    The Agency recommended that Lockport be required to follow a
    compliance schedule from the petition for variance, and requested
    that a variance be denied for “by—passes near the treatment
    plant”, a phrase from the petition. The City of Lockport agreed
    with these recommendations and waived the request for hearing in
    a Response to Agency Recommendations filed May 20, 1983.
    Two issues arose from these filings. The first is whether
    the ammonia nitrogen limitation requested by the Agency should be
    a never exceed value or monthly average limitation. The second
    issue concerns a statement in the petition for variance of
    Lockport’s intention to seek site—specific regulatory relief from
    the effluent limitations and water quality standards ~hat, in
    effect, require nitrification and tertiary treatment. The
    Agency requested that the variance command completion of such
    facilities, with or without construction grant funds, if the
    1. No petition for rulemaking has been received by the Board as
    of June 30, 1983.
    52-487

    —2—
    site—specific rulemaking is denied. Lockport objected to this
    condition.
    Lockport owns and operates a WWTP designed to serve a P.E.
    of 15,000 and an average flow of 2.0 MGD. The influent to the
    plant passes through a barmirtutor and grit chamber before entering
    the primary settling tanks. Flows under 4.25 MGD are provided
    with secondary treatment by the activated sludge process operating
    in a contact stabilization mode. The effluent from the secondary
    settling tanks and flows in excess of 4.25 MGD from the primary
    settling tanks are combined in the chlorine contact tank. The
    final effluent is discharged to Deep Run Creek through NPDES
    permitted outfall 001. Deep Run Creek is 3,7 miles long, man—made,
    and parallels the Chicago Sanitary and Ship (S&S) Canal. It
    flows into the Canal below the Lockport Locks and 1 mile down-
    stream of the Lockport WWTP. Upstream of the WWTP, flows in Deep
    Run Creek come predominantly from an Illinois and Michigan Canal
    spillway and infiltration from the S&S Canal.
    To evaluate the WWTP discharg&s impact on Deep Run Creek,
    Lockport contracted with the environmental consulting firm of
    Huff & Huff, Inc. Their report found that Deep Run Creek was
    limited by the habitat related factors of the Creek and seepage
    from the S&S Canal (a Secondary Contact Water) into which it
    discharges, and that the Lockport WWTP was only one of the limiting
    factors. The report concluded that the discharges from the Lockport
    WWTP will cause little harm, at present pollutant levels, during
    the term of the variance. The Agency concurs that conditions are
    degraded but acceptable while construction to upgrade the plant
    continues.
    The Board finds that the City of Lockport is not subject to
    the 10/12 deoxygenating wastes standard of Section 304.120(c)
    and, the petition for variance from that section for the effluent
    (outfall 001) and overflows (outfall 004) is denied. Thi~finding
    is based on statements by the Agency, as administrator of the
    construction grant program, of Lockport~spresent participation
    in that program in conformance with Section 304.140 (Agency
    Recommendation,
    ¶.
    15). Lockport agrees. Section 304.140 grants
    relief from the 10/12 standard where the discharger is eligible
    for construction grants, has filed an application for such grant,
    and takes all necessary actions in a timely manner. The compliance
    schedule, from petition for variance, pg. 5, presents a timely
    and ambitious program to take maximum advantage of construction
    grant monies. Accordingly, that schedule, as set forth below, is
    adopted as part of the Board~sOrder:
    by December 1, 1983, completion of design work for design
    of treatment and sewer system improvements:
    January 1, 1984, submission of design to IEPA for review;
    May 1, 1984, advertisement for bids;
    June 1, 1984, bid opening;
    52-488

    —3—
    July 1, 1984, award of bid;
    -
    August 1,
    1984,
    notice of award;
    September 1, 1984, commence construction.
    This schedule assumes that actual construction must commence
    prior to October 1, 1984.
    The
    Board finds, based on the Huff & Rutf report, pp. 30—43,
    that there are violations of the dissolved oxygen water quality
    standard, Section 302.206, and ammonia nitrogen and un—ionized
    ammonia standard, Section 302,212, The Board agrees with the
    Agency (Agency Recommendations, ¶. 16) and the Petitioner
    (Petition for Variance, ¶. 10 & 12) that immediate compliance
    with those Sections would present an arbitrary and unreasonable
    hardship to the City of Lockport. It grants Lockport a variance,
    until March 1, 1988, from obligations it might incur through
    Section 304.105, due to downstream oxygen and ammonia violations
    of Sections 302.206 and 302,212(b). This variance is contingent
    upon the City of Lockport~sWWTP effluent not exceeding an ammonia
    nitrogen as N limitation of 12 mg/i maximum, 6 mg/i monthly
    average.
    The Board has long been concerned with ammonia nitrogen
    loadings tributary to the Illinois River as a source of downstream
    dissolved oxygen sags. See Section 304.122 and Board Opinions, 3
    PCB 406, January 6, 1972. Since there are no indications in the
    filings for this proceeding of such dissolved oxygen sags, the
    Board will allow the City of Lockport to operate under its most
    recent ammonia nitrogen discharge record of 6 mg/i monthly average,
    12 mg/i maximum.
    The Agency and the City of Lockport have urged the Board to
    decide the impact of this variance on the construction of ~nitri—
    ficatiOn and tertiary treatment facilities, with or withoçit
    federal funding, should the anticipated site—specific rulemaking
    by Lockport by denied. The Board declines to do so. This variance
    anticipates that the City of Lockport will comply, not later than
    March 1, 1988, with all applicable rules and regulations. Should
    the factual or regulatory situation changer these facts can be
    brought to the Board’s attention.
    This Opinion constitutes the Board~s findings of facts and
    conclusions of law in this matter,
    ORDER
    Petitioner, City of Lockport, is granted a variance from
    Section 304.105 as it applies to Section 302.206 and Section
    302.212(b), subject to the following conditions:
    52-489

    —4—
    1. This variance will expire on March 1, 1988.
    2. The City of Lockport shall meet the following compliance
    schedule:
    by December 1, 1983, completion of design work for
    design of treatment and sewer system improvements;
    January 1, 1984, submission of design to IEPA for review;
    -
    May 1, 1984, advertisement for bids;
    June 1, 1984, bid opening;
    July 1, 1984, award of bid;
    August 1, 1984, notice of award;
    -
    September 1, 1984, commence construction.
    This schedule assumes that actual construction must commence
    prior to October 1, 1984.
    3. The city of Lockport shall meet the following effluent
    limitations for its WWTP discharges:
    Parameter
    Storet #
    Daily Maximum
    Monthly Average
    NH3, as N
    31616
    12 mg/i
    6 mg/i
    CERTIFICATION
    I, (We),
    ,
    having read
    and fully understanding the Order in PCB 83—48, hereby accept
    that Order and agree to be bound by all of its terms and conditions.
    Petitioner
    Authorized Agent
    Title
    Date
    IT IS SO ORDERED.
    I, Christan L. Moffett, Clerk of the Illinois Pollution
    Control Board, hereby certify that the aI?ove Opinion and Order
    were adopted on the _________day of___
    _________
    1983 by a vote of
    &./~-
    o
    .
    Christan L. Moff
    Clerk
    52-490

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