ILLINOIS POLLUTION CONTROL BOARD
    August 7, 1980
    NORRIS CITY SANITARY DISTRICT AND
    THE VILLAGE OF NORRIS CITY,
    )
    Petitioners,
    v.
    )
    PCB 80—91
    ENVIRONMENTAL PROTECTION AGENCY,
    )
    Respondent.
    OPINION AND ORDER OF THE BOARD (by J. Anderson):
    This matter comes before the Board on the petition of the
    Norris City Sanitary District (District) and the Village of
    Norris City (Village), filed April 28, 1980 and amended May 15,
    1980, for variance from Rule 962(a) of Chapter 3: Water Pollution
    (Chapter 3). On June 12, 1980, the Environmental Protection
    Agency (Agency) filed its Recommendation that variance be denied,
    because of lack of information concerning the effect of granting
    the variance requested.
    Petitioners filed no response to this Recommendation. However,
    in response to the Board’s Interim Order of July 24, 1980 which
    had noted certain deficiencies in the record, Petitioners filed
    additional information in a second amended petition on August 4,
    1980. As this petition involves the allocation of federal funds,
    and as expedited consideration has been requested, the Board will
    proceed to an evaluation of the merits of this action.
    The Board received one written “objection” from a landowner
    who protested the fact that her farmland had been chosen as a
    possible site for the Village’s proposed construction. As this
    “objection” did not go to the merits of the Village’s variance
    request, no hearings have been held, as waivers were filed by both
    petitioners.
    The Village of Norris City, population 1,466, is located in
    White County. The Village proposes to make additions to its existing
    water treatment facility. These consist of a backwash holding tank,
    pump and forcemain which the Village wishes to connect ~o the sanitary
    sewer system operated by the Norris City Sanitary District. The
    additional loading to the sewer system is anticipated to be a maximum
    of 10,000 gallons per day, with 200 gallons to be pumped per minute
    (Pet. 1).
    Since June 15, 1977, the District’s sewage treatment plant
    has been on restricted status. At the time the system was placed
    on restricted status, the treatment facilities were being operated
    with a tributary waste load of approximately 170 of the design

    2
    hydraulic capacity. The sewage collection system did not have
    the capacity to transport peak flow rates, causing overflows and
    back—ups during the wet season. As this restricted status prevents
    approval of the construction permit sought by the Village,
    petitioners seek variance from Rule 962(a) of Chapter 3.
    The District has applied for and received Step 1 grant funding
    for construction of a new sewage treatment facility; Step 2 funding
    is being held up until receipt by the Agency of an archeological
    survey. Prior to this delay, completion of the new facility was
    anticipated to be November 1, 1981. Step 1, 2, and 3 funding has
    been received for rehabilitation of sewers and manholes.
    Completion of sewer rehabilitation work is anticipated for August,
    1981.
    (Pet 2., Rec. 3).
    Summaries of the Discharge Monitoring Reports from December,
    1978 to October, 1979 show that the District received flows from
    May to October which ranged from 0.170 to 0.181 mgd, or 170,000
    to 181,000 gallons per day. The plant’s design capacity is 0.125
    mgd or 125,000 gallons per day (Rec. 2). The backwash discharge
    could, therefore amount to 8 of the existing plant hydraulic
    design capacity.
    The Agency recommended that this variance request be denied
    because petitioners had not explained how the discharge of backwash
    to the sewer system would affect the District’s continuing overflow
    and basement backup problems. The Agency received a complaint in
    July, 1979 from 15 Norris City residents concerning this problem,
    and felt that before variance is granted petitioners must detail
    procedures which they will take to minimize the potential of further
    overflows and backups (Rec. 3).
    Petitioners second amended petition explains that steps have
    been taken to deal with its problems. As the result of an Infil-
    tration/Inflow Study, a storm sewer contributing 40,000 gallons per
    day to the sanitary sewer system was disconnected and routed to a
    drainage ditch. The District had also requested that individuals
    with downspouts, lateral leaks or open drains contributing to
    overflow problems take corrective measures. The District has
    advised the Board that it intends to enact an ordinance at its
    August, 1980 meeting requiring that these corrective measures be
    completed within 30 days (2d Am. Pet. 2),
    Petitioners have continued to assert that the discharge from
    the proposed backwash system will have minimal effect on the District’s
    sanitary sewer system. The most recent submittal explains that
    the Village’s treatment facility operator, who has had many years
    of experience, will vary the discharge pumping pattern as various
    situations require, for example by pumping intermittently if
    overloading becomes evident, or by not pumping during wet weather
    and holding the backwash in the tank (2d Am. Pet. 1).
    The Village explains that the only alternative to discharging
    its backwash to the District’s sewer system would be to construct

    3
    a sand filter in addition to a holding tank, and to discharge the
    filtered backwash into an adjacent creek (which the Board presumes
    to be an unnamed tributary of Bear Creek which is tributary to the
    North Fork of the Saline River). This filter and tank system would
    cost $55,000 as compared to the $30,000 cost of the tank and sewer
    connection favored by the Village. The filter system would
    additionally impose greater maintenance, operation, and monitoring
    costs.
    The Farmer’s Home Administration (FHA) currently has
    approximately $15,000 in contingency funds remaining from a
    recent waterline extension project for the Village, and it is
    willing to grant these funds to the Village for completion
    of the backwash discharge system from the water treatment
    facility.. The Village states that installation of the sand
    filter, which would cost the Village $40,000 (as opposed
    to $15,000 “out of pocket” for the proposed project) “is beyond
    it’s current financial capability and would require an increase
    in water usage rates” (amount unspecified) (Pet. 4).
    The Board must note that, while petitioners have requested
    expedited consideration of their request since the FHA notified
    them that they were anxious to close their books on the project,
    petitioners only recently, on August 4th provided the Board
    with a complete and detailed record concerning their situation.
    Yet the Board finds that denial of variance relief here would
    constitute an arbitrary and unreasonable hardship. The
    environmental impact of allowing the backwash system to hook
    on to an admittedly overloaded system can be minimized. In
    addition, delay in making a decision can jeopardize the
    availability of the federal funds. Variance is granted, subject
    to the condition that the Village shall develop and submit to the
    Agency a schedule for the discharge of its backwash, especially
    under wet weather conditions.
    This Opinion constitutes the Board’s findings of fact and
    conclusions of law.
    ORDER
    1. Petitioners, Norris City Sanitary District and the
    Village of Norris City, are hereby granted variance from Rule
    962(a) of Chapter 3: Water Pollution subject to the following
    conditions:
    Within 45 days of the date of this Order, Petitioners shall
    have developed and will submit to the Agency a schedule for
    discharge from its proposed backwash system, especially under wet
    weather conditions, to minimize the loading of the sanitary system.
    This schedule shall include an explanation of when the Village
    intends to refrain from pumping backwash, and when the Village
    intends to pump intermittently.
    2. The District shall expeditiously pursue all steps necessary
    to obtain financing for improvements to its sewage treatment plant.

    4
    3. The Agency shall issue necessary permits consistent with
    the terms of this Order.
    4. Within forty—five days of the date of this Order,
    Petitioners shall execute and forward to the Illinois Environmental
    Protection Agency, Variance Section, 2200 Churchill Road, Spring-
    field, Illinois 62706, a Certificate of Acceptance and Agreement
    to be bound to all terms and conditions of this variance. This
    forty-five day period shall be held in abeyance for any period
    this matter is being appealed. The form of the certificate shall
    be as follows:
    CERTIFICATION
    I, (We),
    ,
    having read
    the Order of the Illinois Pollution Control Board in PCB 80—51,
    dated
    _______,
    understand and accept the said Order, realizing
    that such acceptance renders all terms and conditions thereto
    binding and enforceable.
    Petitioner
    By:
    Title
    Authorized Agent
    Date
    IT IS SO ORDERED.
    I, Christan L. Moffett, Clerk of the Illinois Pollution Cojijrol
    Board, hereby certify that the above Order ~as adopted on the
    I’~
    day of
    ~
    ,
    1980 by a vote of
    S.~
    Christan L. Moffe tljClerk
    Illinois Pollution Control Board
    a

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