ILLINOIS POLLUTION CONTROL
    BOARD
    July 24,
    1980
    NORRIS CITY SANITARY DISTRICT AND
    THE VILLAGE
    OF NORRIS.CITY,
    )
    Petitioners,
    v.
    )
    PCB
    80—91
    ENVIRONMENTAL PROTECTION AGENCY,
    )
    )
    Respondent.
    INTERIM 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.
    Petitioners have filed no response to this Recommendation.
    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, which is
    located in
    White
    County,
    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 to 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
    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 and
    for rehabilitation of sewermains and manholes.
    There
    is some
    conflict in the record as to whether the District has
    in fact

    2
    already received
    Step
    2 and 3 funding, but, even if it has, the
    earliest projected completion date for this work would be
    November,
    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.
    In support of its petition, the Village states
    that
    the
    District has been attempting to reduce its inflow
    and
    infiltration
    problems by requesting users of the sanitary sewer system to deal
    with
    such
    problems
    as
    downspout
    connections
    and
    open
    septic
    tanks.
    While
    it
    acknowledges
    that
    the
    District’s
    system
    is
    overloaded,
    the
    Village
    has
    not
    specifically
    addressed
    the
    issue
    of
    the
    effect
    its 10,000 gallons
    maximum
    daily backwash discharge will have on
    the
    system
    other than to state that a pumping rate of 200 gallons
    per minute “will prevent
    any
    overloading
    or
    sudden
    upset”
    to
    the
    District’s
    system
    (Pet.
    2).
    The Village explains that the only alternative to discharging
    its
    backwash
    to
    the
    District’s
    sewer
    system
    would
    be
    to
    construct
    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 the sewer
    connection project.
    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 Agency recommends that this variance request be denied
    because petitioners have not explained how the discharge of
    backwash to the sewer system will 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 feels that before variance is granted petitioners
    must detail procedures which they will take to minimize the
    potential of further overflows and backups.
    The Board sympathises with the Village’s financial plight,
    and recognizes that an early favorable decision on its variance
    request is necessary in order to allow it to secure
    funds
    from
    the FHA, which is anxious to close out its
    books
    on the Village’s
    recent waterline project.
    However,
    this record
    does
    not contain

    3
    either a) impact minimization plans developed by petitioners,
    or
    b) sufficient information
    to enable the Board to exercise its
    expertise and discretion to fashion a suitable minimization
    program.
    Consequently, variance cannot be granted based upon
    this deficient record.
    Decision in this matter is due,
    if not waived by petitioner,
    on August
    7,
    1980.
    The Board hereby grants petitioners leave to
    supplement the record to remedy these deficiencies.
    Any additional
    submittal petitioners wish to make must be filed with the Board on
    or before August
    4,
    1980.
    Mr.
    Goodman
    abstained.
    IT
    IS SO ORDERED.
    I, Christan L. Moffett,
    Clerk
    of the Illinois Pollution
    Control Board, hereby ce tify that the
    ove Interim Order
    wer,~adoPtedon the
    ~(J~’day
    of
    ___________,
    1980
    by a vote
    Christan L. Moffe t.4’Jlerk
    Illinois Pollution Control Board

    Back to top