ILLINOIS
    POLLUTION
    CONTROL
    BOARD
    August
    22,
    1972
    STANDARD OIL
    COMPANY
    (Indiana)
    a
    corporation
    v.
    PCB
    72-107
    ENVIRONMENTAL
    PROTECTION
    AGENCY
    )
    Opinion
    and Order
    of
    the
    Board
    (by
    Mr.
    Dumelle)
    This
    is
    a petition
    for
    variance
    requesting
    permission
    to
    divert
    the
    corn-
    pany’s
    pretreated
    industrial
    waste
    from
    the
    City
    of
    Naperville
    North
    Sewage
    Treatment
    Plant
    into
    a
    9.
    5
    acre
    lake
    located
    on the
    company
    site
    until
    the
    new
    Springbrook
    sewage
    treatment
    plant,
    now under
    construction,
    is
    completed.
    The
    City initially
    requested
    the
    company
    to
    make the
    diversion
    because
    the
    North
    Plant
    is
    hydraulically
    overloaded
    and in
    violation
    of the
    Illinois
    Water
    Quality
    Standards.
    The
    rated
    capacity
    of
    the
    plant
    is
    750, 000 gallons
    per
    day.
    Present
    flows
    arriving
    at
    the
    plant
    average
    about
    1, 100,
    000 gallons
    per
    day.
    The
    treatment
    plant
    effluent
    to
    the
    DuPage
    River
    has
    been
    averaging
    about
    20
    mg/i
    BOD5
    and
    25
    mg/i
    suspended
    solids.
    Diversion
    of
    the
    company’s
    250, 000 gallons
    per
    day would reduce
    the
    BOD5
    and suspended
    solids
    levels
    in the treatment
    plant
    effluent
    by
    25
    to
    50 per
    cent.
    During
    June
    1972
    the
    effluent
    has
    reached
    30 mg/i
    of
    BOD.
    The
    company
    operates
    a research
    center
    at
    the
    site
    which
    is
    entirely
    devoted to research
    and
    development
    in
    the
    areas
    of petrochemicals,
    fuels,
    lubricants
    and
    related
    functions.
    Three
    separate
    sewer
    systems
    are pro-
    vided:
    1.
    Storm
    sewers
    -
    draining
    into
    the
    lake
    on
    the site
    2.
    Sanitary
    sewers
    -
    flowing
    directly
    to the
    North
    Sewage
    Treatment
    Plant
    3.
    Industrial
    waste
    sewers
    -
    pretreated
    on
    the
    site
    and
    then
    flows
    to the
    North
    Plant.
    The proposal
    here
    is
    only to
    re-route
    the industrial
    wastes
    to the
    company’s
    lake.
    The
    sanitary
    sewage
    would still
    go
    to
    the
    North
    Plant.
    It
    is
    expected
    that
    the
    pretreated
    industrial
    waste
    effluent
    entering
    the
    lake
    will
    contain
    no
    more
    than
    10 mg/i
    BOD5 and
    12
    mg/i
    suspended
    solids.
    Rule
    404(f)
    of
    the
    5
    215

    -2-
    Illinois
    Water
    Pollution
    Regulations
    (adopted
    March
    7,
    1972) provides
    in
    part
    that
    ‘on or
    after
    December
    31,
    1973,
    no
    effluent
    whose
    dilution
    ratio
    is less
    than
    one to one
    shall
    exceed
    4
    mg/i
    of
    BOD5 or
    5
    mg/I
    of
    suspended
    solids..
    The
    company
    has
    an
    ongoing
    program
    to
    determine
    the
    type
    of wastes
    the various
    laboratories
    generate
    and insures
    that
    these
    contaminants
    are
    handled
    through
    the use
    of special
    containers
    rather
    than thru
    the sewer
    system.
    Waste
    collected
    in this
    manner
    is
    disposed
    of
    off the
    site
    by
    a
    scavenger.
    In
    addition,
    they propose
    to
    install
    inflatable
    sewer
    line plugs
    at
    strategic
    locations
    in the
    sewer
    system.
    If
    an
    accidental
    spill
    occurs,
    the
    plugs
    will
    be
    inflated
    immediately
    and then the
    sewer
    line
    will
    be
    pumped
    into barrels
    and/or
    a tank
    wagon
    thus
    never
    reaching
    the pretreatment
    facility
    or
    the
    lake.
    Occasionally,
    during heavy
    rainfalls,
    the lake
    does
    overflow
    into
    the
    Illinois
    Tollway
    drainage
    ditch
    which runs
    east-west
    and is
    located
    lust
    south
    of the
    lake.
    The
    overflow
    then
    travels
    thru
    culverts
    under
    the
    Tollway
    and
    empties
    into
    two large
    retention
    ponds.
    If the
    ponds
    become
    filled,
    the
    overflow
    would
    then
    travel
    west
    thru
    the
    Toliway
    drainage
    ditch.
    The
    overflow
    would
    eventually
    reach
    the
    West
    Avenue
    culvert
    and then
    would
    flow
    into
    a
    stone
    quarry
    located
    west
    of
    the
    Standard
    Oil property.
    Water
    from
    the
    quarry
    drains
    into
    the
    west
    branch
    of
    the
    DuPage
    River.
    The
    City and the
    company
    have
    agreed
    with
    the
    Toliway
    Authority
    that
    during
    rare
    cases
    when the
    water
    level
    in the
    Tollway
    drainage
    ditch
    is
    high
    enough
    to enter
    the
    culvert
    at West
    Avenue
    the
    effluent
    from
    the
    company’s
    pretreating
    facility
    will
    be diverted
    from
    their
    lake
    back
    to the
    Naperville
    sewage
    treatment
    plant.
    The
    Agency
    recommends
    that
    the
    variance
    be
    granted
    subject
    to the
    following
    conditions:
    1.
    The
    effluent
    BOD
    and suspended
    solids
    shall
    not
    exceed
    10 mg/I
    and
    12
    mg/i
    respectively
    to
    the
    Toliway
    ditch;
    2.
    No renewal
    of
    the variance
    be granted
    beyond
    the
    date
    when the
    Springbrook
    sewage
    treatment
    plant
    becomes
    operational;
    3.
    The
    company
    provide
    prompt
    and
    detailed
    reports
    on
    the
    occasion
    of
    each
    overflow,
    including
    amount,
    duration,
    test
    samples
    taken
    of water
    from
    the
    Toliway
    ditch,
    and
    other
    relevant
    information.
    5—216

    We
    agree
    with
    the
    Agency
    reeom
    mend;il
    on.
    We
    feel
    ifs
    t
    the
    (‘e()l
    (
    gy
    of
    the
    area
    will
    he better
    served
    by
    the
    eoni~ati
    s
    proposal
    than
    by
    ron
    tinuing
    the
    overloaded
    condition
    of
    the
    CX
    isting
    sewage
    trea tment~p1 ant.
    rII~~
    only additional
    condition
    which
    ~e
    will
    impose
    is
    Ilsil.
    the
    level
    of
    inorg;in
    I (~
    suspended
    solids
    discharged
    to the
    ‘l’oflway
    ditch
    shah
    not
    exceed
    I
    00
    iiig/
    I.
    This
    opinion
    constitutes
    the
    F~oard’s
    I tn~hngs of
    fad.
    afl(I
    (00(1(ISOOS
    of
    1 aw.
    011 l)E U
    The
    petition
    for
    variance
    is
    granted
    suh)fedl.
    l.o
    the
    I o.l
    10W
    Ii ig corn fit oils:
    1.
    The
    effluent
    BOD
    and
    suspended
    solids
    shall
    not
    xceef
    10
    mg/l
    and
    12
    mg/l
    respectively
    jo the
    ‘roil
    way
    ditch;
    2.
    No renewal
    o.
    the
    variance
    he
    gra nied
    beyond
    the
    date
    when the
    Springbrook
    sewage
    treatment
    f)I ant
    becomes
    operational;
    3.
    The
    company
    provide
    prompt
    and
    detailed
    ~C)()
    rts
    on
    the
    occasion
    of
    each
    overflow,
    including
    a
    rii~
    ~nnt,
    (Inrat ion,
    test
    samples
    taken
    of
    water
    from
    the
    ‘h’ohI
    way
    ditch,
    and
    other
    relevant
    information.
    4.
    The
    level
    of
    inorganic
    suspended
    sol i (Is
    di scha rged
    to
    the
    Tollway
    ditch
    shall
    not
    exceed
    100
    mg/i
    as
    a
    monthly
    average.
    I,
    Christan
    T4.
    Moffett,
    Clerk
    of
    th~ Illinois
    1
    11 ution
    Cont,rol
    Roa NI,
    hereby
    certify
    the
    above
    Opinion
    arid
    Order
    were
    adopted
    on
    the~_~_?~‘d:iy
    of
    Augu
    st,
    1972
    by
    a vote
    of
    S_
    c~
    ~i:
    ~4L~L~
    ~
    ( hri stan
    I
    ~.
    MofTett, /~1~rk
    II l~inoi
    5
    1 ‘ol
    Iiili
    on
    C ‘ontrol
    I
    ~( 5’
    NI
    5
    —217

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