ILLINOI3 POLL~JTID~CO~T~DLBOA.RD
    October
    15,
    1987
    IN THE MATTER OF:
    PROP3SMJ OF WESTERN
    ILLINOIS POWER
    COOPER;TIVE,
    INC.,
    FOR SITE—SPECIFIC
    )
    R85—26
    AMEND~1ENTOF THE WkTER POLLUTION
    R~GULkTIONS
    OPINION ~ND ORDER OF THE BOARD
    (by R.C.
    Flemal):
    This matter
    comes before the Board
    uoon
    a Petition
    for
    Amendment
    of Regulation
    filed
    by Western Illinois Power
    Cooperative,
    Inc.
    (“~I?CO”) on October
    24,
    1985.
    ~I?CO
    ~roposes
    the addition of
    the following rule
    to
    35 Ill.
    Adm.
    Code, Title
    35, Part
    304:
    This section
    a’Dplies
    to an existing facility
    of
    Western Illinois Power Cooperative,
    Inc.
    at Pearl
    Station, Pike County,
    which discharges
    at river mile
    42.7.
    Such discharges
    shall
    not be
    subject
    to the
    effluent standards
    of
    35 Illinois ~dministrative
    Code
    304.125 until discharges
    from the ash pond
    and the
    once through cooling water
    have been combined
    to
    permit pH neutralization
    in
    the condensor
    cooling
    water
    canal
    and prior
    to discharge into
    the Illinois
    River.
    Section 304.125 s~ecifiesthat effluent discharges must have
    a pH within the range of
    6
    to
    9.
    Adoption
    of
    the proposed rule
    would
    therefore provide
    that the individual
    discharges
    to WIPCO’s
    condensor
    cooling water
    canal would
    not separately
    need
    to fall
    within
    this specified pH
    range, but rather
    that. only after
    commingling would
    the
    6
    to
    9 limitation
    be
    applicable.
    For
    the reasons described more
    fully
    below,
    the Board denies
    the
    relief requested by WIPCO because
    there
    is
    insufficient
    information presented
    on
    the environmental imoact
    on the
    receiving waters from the commingling
    of WIPCO’s
    ash pond
    effluent and
    the condensor
    cooling water,
    and because
    the
    requested relief
    is
    incompatible with federal
    and state
    law.
    PROCEDURAL HISTORY
    Hearing was held on March
    17, 1986,
    at Jacksonville,
    Illinois.
    Testimony was presented by Mr. Donald
    B.
    Bringinan and
    Mr. Richard
    D.
    Johannes
    on behalf
    of WIPCO.
    WIPCO
    filed
    a post—hearing
    brief
    (“Brief”)
    on April
    29,
    1986.
    On June
    3,
    1996,
    the Hearing Officer
    issued
    an Order
    82—345

    requesting
    that WIPCO and the Illinois Environmental Protection
    Agency (“Agency”)
    address the relevancy
    to
    the instant matter
    of
    the findings contained
    in the Board’s May
    30,
    1986,
    Opinion and
    Order
    in Electric Energy,
    Inc.
    v.
    Illinois Environmental
    Protection Agency,
    POB 85—171.
    The Agency filed
    a resQonse brief
    and recommendation
    (“Rec.”)
    on June
    9,
    1986, which,
    among
    other
    matters, addressed
    this issue.
    The Agency recommends
    that the
    proposed amendment
    be denied.
    WIPCO filed
    a reply brief
    (“Reply”)
    on July
    14,
    1986.
    On February 25,
    1987,
    the Illinois Deoartment
    of Energy and
    Natural Resources
    (“Department”)
    filed
    a motion requesting
    that
    the record
    in
    this matter
    be re—ooened and that the document
    “Western Illinois Power Coooerative,
    Inc.
    1985 Annual Report”
    be
    s~b-niLtedinto
    the record.
    By Order
    of March
    5,
    1987,
    the Board
    granted
    the motion.
    On May 22,
    1987,
    the Department issued
    a
    “negative declaration”
    in this matter.
    The Economic and
    Technical Advisory Committee concurred
    in the Department’s
    determination on June
    22,
    1987.
    BACKGROUND
    WIPCO
    is
    a not—for—profit corporation organized
    to generate
    and transmit electrical energy
    to
    its seven members, each
    of
    which
    are also not—for—profit
    corporations who distribute
    electricity
    to 44,000
    rural consumers
    in
    a
    22 county area
    of west
    central
    Illinois
    (R.
    at
    20—1).
    WIPCO currently has three generating facilities
    to suooly
    part
    of
    the electrical
    energy requirements
    for
    its members.
    The
    main generating facility,
    the Pearl
    Station plant,
    is the subject
    of
    the instant matter1.
    It
    is
    a coal—fired plant placed
    in
    operation
    in
    1967 with
    an anticipated
    life of
    40 years
    (R.
    at
    23).
    It
    is located along
    the Illinois River one—half mile south
    of Pearl, Pike County,
    Illinois
    (R.
    at
    22).
    It
    is
    a 22—megawatt
    coal—fired
    steam electric facility supplemented with
    a 22—
    megawatt gas turbine generator.
    The coal—fired
    unit
    is use~ on
    a
    regular basis
    to meet base load needs
    of the cooperative’s
    members;
    the gas turbine
    is used generally to meet
    system peak
    load requirements
    or emergencies
    CR.
    at
    23).
    Water
    is drawn
    into
    the plant from the Illinois River,
    the
    primary use of which
    is once—through condensor cooling water.
    The once—through condensor
    cooling water
    is returned
    to the
    Illinois River by way of
    a discharge canal
    that was constructed
    1 The other
    two generating
    facilities
    are diesel generating
    facilities
    at Pittsfield
    and Winchester,
    Illinois,
    that
    are used
    only to provide oeak energy and emergency energy
    (R.
    at
    22).
    82—346

    —3—
    by
    vJIPCO when the plant was built
    (R.
    at 23—4).
    The canal
    is
    approximately 330
    feet
    long,
    35 feet wide,
    and
    12 feet
    deep.
    Water
    in
    the canal
    is generally 10
    feet below
    the top
    of the bank
    of
    the canal
    (R.
    at 23—4), thereby presumably oroducing
    a water
    depth of
    2 feet
    (Rec.
    at
    3).
    Also
    at the plant
    site
    is
    an ash pond caoable
    of containing
    approximately 33 million gallons of discharge from the plant.
    Discharge
    to
    the ash pond
    consists
    of bottom
    ash and
    fly ash
    sluice water plus discharge from
    a wet scrubber
    (R.
    at 24—5).
    The
    pH of
    the ash pond waters
    is
    aooroximatelv 2.7,
    due largely
    to the
    acidic nature
    of
    the wet scrubber discharge
    (Brief
    at
    4).
    Since 1976
    discharge from the a~h oond
    has been
    directed
    into
    the canal, where
    it mixes with the condensor
    cooling water
    before entering the Illinois River.
    The entry ooint
    of the ash
    pond discharge
    is approximately
    75 feet from the head
    of the
    condensor
    cooling water
    canal
    and 225 feet
    from the mouth of the
    canal
    (R.
    at
    28).
    Of
    the
    22 million gallons
    per day
    (“MGD”)
    average discharge from the canal
    to the river, aooroximately
    23
    MGD
    is condensor cooling water,
    1.9 MGD
    is wet scrubber
    discharge,
    and 0.1 MGD
    is fly
    ash and bottom ash sluice water
    (R.
    at 30—1).
    Pursuant
    to
    an NPDES oermit initially
    issue3
    in
    1977,
    WIPCD
    has been able
    to monitor
    effluent pH
    at
    the juncture of the
    canal
    with the Illinois River,
    rather
    than
    at
    the
    point where
    the ash
    pond discharges
    into the canal.
    A practical
    aspect
    of this
    feature
    of
    the oermit
    is that
    it allows
    for
    the ash pond
    discharge
    to mix with and
    be neutralized
    by
    the condensor cooling
    water.
    A further
    practical asoect
    is that the large volumes
    of
    the condensor cooling water
    cause the discharge from the canal
    into
    the Illinois River
    to have
    a PH within
    the 6.0
    to 9.0 range
    (Ex.
    9 and 10) required by regulation without
    the necessity of
    WIPCO oroviding any treatment
    to
    the
    ash pond discharges other
    than
    as provided by the mixing.
    On t~ovember 27,
    1979, WI?CO submitted
    an
    ao’Dlication
    for
    renewal
    of
    its NPDES permit, which was
    to expire on June
    25, 1980
    (R.
    at
    23).
    A final NPDES permit was
    issued
    on September
    30,
    1985,
    the provisions
    of which
    do not
    allow Petitioner
    to continue
    monitoring
    pH
    after
    mixing
    of
    the ash pond
    effluent and the
    condensor cooling water
    in the canal.
    Rather,
    the new permit
    requires that
    the
    oH of the ash pond discharge
    be between
    6.0 and
    9.0 without allowance
    for mixing
    (Id).
    The Agency decision
    to
    alter
    the permit
    is based
    on the contention
    that the federal
    regulations were amended
    in 1982
    in such
    a manner
    as
    to no
    longer
    allow the
    tyos the mixing which
    is
    the subject of the instant
    matter.
    This permit is currently
    on appeal before the Board
    in
    the P03 85—164 proceeding.
    82—347

    —4—
    ENVIRONMENTAL IMPACT
    It
    is
    the Agency’s belief that the commingling
    of the ash
    pond effluent and
    the condensor
    cooling
    water
    would result
    in
    total
    suspended solids
    (“TSS”)
    far
    in excess of the
    30 mg/l
    limitation contained
    in
    35 Ill.
    kdm.
    Code 304.124(a).
    The Agency
    states
    that the highly acidic wet scrubber
    waste stream has
    lowered
    the
    oH of
    the
    ash pond
    to aooroximately 2.7, resulting
    in
    an increase
    in dissolved solids and
    in the solubility
    of metals,
    and that during commingling with once—through cooling water,
    the
    effluent
    is neutralized
    and
    it
    is expected
    that metals would
    oTecioitate
    in t~e cooling water
    canel.
    The
    3oard
    notes
    that
    there
    is sufficient evidence
    in the
    record
    to indicate
    that such
    precipitation
    is indeed
    occurring
    (see
    Attachment
    5
    to Reply;
    also
    see Rec.
    at
    4—7).
    In
    fact,
    there
    is testimony that
    the
    precipitate produced
    by the mixing of
    the ash pond effluent and
    the once—through cooling water
    in the canal
    would
    not result
    in
    the accumulation
    of the precipitate
    in the canal, but rather
    the
    precipitate would be discharged
    into
    the Illinois River
    (R.
    93,
    122—124)
    The Agency contends
    and the Board agrees that the amount of
    metals
    involved here cannot be determined due
    to the limited
    samoling
    ‘data
    compiled by
    WI?CO.
    Data concerning
    iron,
    arsenic
    and mercury were obtained by sampling conducted
    in
    1976,
    and
    there were
    no subsequent
    samoles taken
    until
    1985.
    The
    1985
    study revealed
    a high reading
    for
    total
    iron and
    a low reading
    for
    arsenic, with
    no
    reading
    for mercury
    (Ex.
    6).
    The Agency
    brief
    states:
    There
    is
    a total
    lack
    of evidence
    as to
    the
    precipitation of
    solids,
    and especially metals,
    in
    the cooling water
    discharge canal
    as
    a result
    of the
    pH adjustment.
    No
    testing has been done
    to determine
    how much dissolved
    solids
    are being converted
    to
    a
    suspended state
    in the canal.
    There
    is no estimation
    as to
    the effect umon
    the Illinois River
    of the~e
    increased loadings.
    (Rec.
    at
    7)
    WIPCO contends
    that the Agency cannot now claim
    the lack
    of
    available data
    in support of its recommendation
    for denial
    of
    WIPC’O’s site soecific exception,
    because
    the Agency has
    previously accepted
    this data and did not request additional
    samolirig analysis with WIPCO’s monthly or
    quarterly discharge
    reports from 1977
    to
    1980.
    The Board believes that
    irrespective
    of past Agency action,
    the
    fact remains
    that there
    is
    insufficient data
    in support of WIPCO’s request.
    WIPCO has also
    not shown
    the extent of
    the prospective environmental
    impact of
    the proposed
    rule.
    No evidence was presented as
    to the nature of
    existing aquatic
    life
    in
    the canal
    or
    the effect of
    the
    discharges on
    the aquatic life
    in the canal
    or
    in
    the Illinois
    River.
    The proposition of presenting
    such evidence was discussed
    82—348

    —D-
    at hearing a~dWIPCO has not adequately addressed
    the matter
    through the presentation of
    additional evidence
    at hearing
    or
    in
    either
    of
    its briefs.
    WIPCO simply states that
    the Board
    should
    consider
    the criteria set
    forth
    in Section
    27
    of
    the
    Environmental Protection Act,
    i.e.,
    the existing physical
    conditions,
    the
    charact.er
    of the area
    involved,
    including the
    character
    of surrounding land uses,
    zoning classifications,
    the
    nature
    of the receiving body of water,
    and
    the technical
    feasibility
    and economic reasonableness
    of reducing the
    particular
    type of oollution.
    The Board believes that even
    considering
    these criteria the record does not support WIPCO’s
    request
    foi
    relief,
    because
    information falling under
    the
    criteria of
    the existing physical conditions,
    the character
    of
    the area
    involved,
    and Lhe nature
    of
    the receiving
    body
    of water,
    is incomplete.
    COMPATABILITY
    WITH
    FEDERAL
    LAW
    One
    of WIPCO’s major
    contentions
    in suooort of the relief
    it
    requests
    is
    that fed~rallaw allows
    for
    the pH monitoring
    of low
    volume waste sources’ to occur
    after
    those sources
    are commingled
    with condensor cooling water,
    as long
    as such mixing takes place
    prior
    to discharge
    to waters
    of the U.S.
    Support
    for
    this
    interpretation of existing,
    applicable federal
    law comes from
    a
    February
    24,
    1986,
    United States Environmental Protection Agency
    (“USEPA”)
    internal letter3 written
    in response
    to
    a request from
    the State
    of New York
    for
    clarification of whether
    43 CFR 423
    requires pH
    limitations
    to be applied
    to
    a low volume waste
    stream prior
    to combination with condensor
    cooling water.
    The
    author
    of
    the letter,
    a USEPA employee whose job title
    is
    “~ationalExpert,
    Steam Electric/Water”, wrote
    that:
    It has always been my understanding that where low
    volume wastes from
    a steam electric power
    plant
    are
    commingled with once through cooling water
    prior
    to
    2 “Low volume waste
    sources”
    are defined
    at
    40 CFR 423.11(b)
    as
    including wastewaters
    from wet scrubber
    air pollution control
    systems,
    ion exchange water
    treatment systems, water
    treatment
    evaporator
    blowdown,
    laboratory
    and sampling streams, boiler
    blowdown,
    floor drains,
    cooling
    tower
    basin cleaning wastes,
    and
    recirculating house service water systems.
    Since
    the volume of
    effluent from WIPCO’s wet scrubber
    to the ash pond equals
    approximately 1.9 mgd out of the approximately 2.0 mgd which
    flows
    to
    the
    pond daily,
    approximately 95
    of
    the flow
    to
    the
    pond can
    be characterized as being
    from
    a low volume waste
    source.
    The letter
    is Attachment
    5
    to WIPCO’s Brief of April
    29,
    19a6.
    82—349

    —U—
    discharge to waters
    of the U.S.,
    pH limitations
    for
    the commingled stream are applicable at the combined
    discharge point
    to waters of the U.S.
    Limitations
    for other pollutants,
    however,
    are applicable prior
    to combination.
    *
    *
    *
    *
    *
    The Agency has always opposed
    the use of dilution
    as
    a substitute
    for
    treatment.
    In the case
    of pH,
    however
    ,
    combination
    of low volume wastes with once
    through
    cooling
    water
    (another
    plant
    waste)
    produces
    chemical
    neutralization,
    utilizing
    ambient
    intake
    water chemicals
    instead
    of added chemicals.
    However,
    we will not condone situations
    where ambient
    water
    is
    pumped expressly
    for the purpose
    of neutralization.
    On
    a case—by—case basis, other
    factors might
    allow/require that limitations be applied
    at
    a point
    prior
    to combination.
    Some
    of these
    include:
    1.
    Combination
    of specific low volume wastes
    with once through cooling
    water which could
    be anticipated
    to oroduce additional
    total
    suspended
    solids,
    due
    to
    the resulting
    neutralization,
    and which would exceed the
    amount allowed
    for
    the low volume wastes.
    2.
    Failure
    to neutralize
    and settle the low
    volume waste
    prior
    to combination would
    result
    in unacceptable quantities of heavy
    metals
    or
    other
    toxic pollutants
    being
    released.
    3.
    Requirements
    of 315(b)
    which might
    limit
    the
    amount of cooling water
    used.
    As
    is
    clear
    from the
    above excerpt, USEPA interprets
    40 OFR
    423
    to
    in theory allow
    the commingling
    of condensor
    cooling water
    and
    low volume waste sources
    for
    the purpose
    of
    improving
    the
    pH
    level
    of
    the latter,
    so long as such commingling occurs prior
    to
    discharge
    to waters
    of
    the U.S.
    Thus,
    a question which
    is
    critical
    to the analysis at hand
    is whether
    or not
    the canal
    is
    by definition
    a water
    of
    the U.S.
    The Board believes the answer
    is
    in the affirmative.
    “Waters of the U.S.”
    are defined
    at
    40 CFR 122.2
    as:
    a.
    All waters which are currently used,
    were used
    in the past,
    or may be susceotible
    to use
    in
    interstate
    or foreign commerce,
    including all
    waters which are subject to
    the ebb and
    a
    flow
    of
    the tide;
    82—350

    —7—
    b.
    All
    interstate
    waters,
    including
    interstate
    “wetlands;”
    c.
    All other
    waters such
    as intrastate
    lakes,
    rivers,
    streams (including
    intermittent
    streams), mudflats,
    sandflats,
    “wetlands,”
    sloughs, prairie potholes, wet meadows, playa
    lakes,
    or
    natural ponds
    the use, degradation,
    or
    destruction of which would affect or could
    affect interstate
    or
    foreign commerce including
    any such waters:
    1.
    Which
    are
    or
    could
    be used
    by interstate
    or
    foreign
    travelers
    for
    recreational
    or
    other
    purposes;
    2.
    From
    which
    fish
    or
    shellfish
    are
    or
    could
    be
    taken
    and
    sold
    in
    interstate
    or
    foreign
    commerce;
    or
    3.
    Which
    are
    usel
    or
    could
    be used
    for
    industrial
    purposes
    by
    industries
    in
    interstate
    commerce;
    d.
    All
    impoundments
    of
    waters
    otherwise defined
    as
    waters
    of
    the
    United
    States
    under
    this
    definition;
    e.
    Tributaries
    of
    waters
    identified
    in
    paragraphs
    (a)
    through
    Cd)
    of
    this
    definition;
    f.
    The
    territorial
    sea;
    and
    g.
    “Wetlands”
    adjacent
    to waters
    (other than waters
    that
    are
    themselves
    wetlands)
    identified
    in
    paragraphs
    (a)
    through
    (f)
    of
    this
    definition.
    Waste
    treatment
    systems,
    including
    treatment
    ponds
    or
    lagoons designed
    to meet the requirements
    of
    CWA
    (other than cooling ponds
    as defined
    in
    40 CFR
    423.11(m) which
    also meet the criteria of this
    definition)
    are not waters of
    the United States.
    This exclusion applies only to manmade bodies of
    water
    which neither
    were originally created
    in waters
    of the United States
    (such
    as disposal area
    in
    wetlands)
    nor resulted
    from the impoundment
    of waters
    of the United States.
    See
    Note
    I
    of this
    section.)
    *
    *
    *
    *
    *
    82—351

    —8—
    NOTE:
    At
    45
    FR
    48620,
    July
    21,
    1980,
    the
    Environmental Protection Agency suspended
    until
    further
    notice
    in §122.2,
    the last sentence,
    beginning “This exclusion apolies
    ..
    .“
    in
    the
    definition
    of “Waters of
    the United States.”
    This
    revision continues that suspension)
    *
    *
    *
    *
    *
    1 Editorial
    Note:
    The words
    “This
    revision”
    refer
    to
    the document published
    at
    48
    FR 14153,
    Apr.
    1,
    1963.
    WI?CD’s
    condensor
    cooling
    water
    canal
    would
    seemingly
    come
    under
    the definition
    of waters of the U.S. pursuant
    to sections
    122.2(a)
    and
    (e)
    of
    the definition above,
    which soecify
    that
    tributaries
    of waters
    used
    for
    interstate
    commerce
    are
    waters
    of
    the U.S.
    The Illinois River
    is
    used extensively for
    interstate
    commerce,
    and
    the condensor
    cooling water
    canal
    is tributary
    to
    the
    Illinois
    River.
    Indeed,
    given
    the
    enormous
    breath
    of
    the
    definition
    of
    the waters
    of
    the
    U.S.,
    there
    are
    several
    other
    provisions
    of
    the
    definition,
    as
    for
    example section
    l22.2(c)(2),
    which
    would
    also
    seemingly
    cause
    classification
    of
    the
    condensor
    cooling
    water
    canal
    as
    a
    water
    of
    the
    U.S.
    It
    can
    be
    argued
    that
    the
    condensor
    cooling
    water
    canal
    is
    covered
    by
    the
    exceotion
    specified
    for
    waste
    treatment
    systems.
    The
    Board believes that
    it
    is
    not.
    WIPCO’s
    canal
    was
    not
    originally
    designed
    to
    serve
    as
    a
    waste
    treatment
    facility.
    Rather,
    it was designed
    to convey the condensor cooling
    water
    back
    to
    its source,
    the Illinois River.
    In
    fact, WIPCO never
    designated
    the
    canal
    as
    a
    waste
    treatment
    facility
    and
    never
    sought
    to
    obtain
    permits
    or
    take
    further
    action
    that
    would
    support
    the
    view
    of
    the
    canal
    as
    a
    treatment
    works.
    The
    Board
    notes
    that
    even
    if
    the
    canal
    were
    not
    viewed
    as
    a
    water
    of
    the
    U.S.,
    the
    relief
    requested
    by
    WIPCO
    could
    not
    be
    appropriately granted,
    and
    that
    WIPCO
    cannot
    rely
    uoon
    the
    USEPA
    guidance found
    in
    the February 24,
    1986 letter
    to support
    its
    request
    for
    relief.
    As quoted above,
    the letter
    notes certain
    mitigating
    factors to b~econsidered which would not allow
    commingling
    of
    a
    low
    volume
    waste
    stream
    with
    once—through
    cooling water,
    if such action could be anticipated
    to result
    in
    release
    of
    total suspended solids
    in excess
    of allowable
    limits,
    or
    unacceptable
    quantities
    of
    heavy
    metals
    and
    other
    toxic
    pollutants.
    WIPCO
    has
    not
    persuasively
    shown,
    through
    presentation of adequate monitoring data,
    that water quality
    standards violations will
    not occur
    in the canal
    as
    a result
    of
    the precipitation
    of metals
    and
    solids after commingling.
    The
    mitigating
    factors noted
    in
    the
    letter would
    therefore weigh
    against
    the allowance of
    commingling
    for WIPCO’s operation.
    82—3 52

    —9—
    For
    the reasons stated
    in this Opinion,
    the Board denies the
    request made by WIPCO for site—specific amendment of water
    pollution regulations.
    ORDER
    The regulatory amendment requested by petition filed by
    Western Illinois Power Cooperative,
    Inc.
    on October
    24,
    1985,
    is
    denied.
    Section
    41
    of
    the
    Illinois
    Environmental
    Protection
    Act,
    Ill.
    Rev.
    Stat.
    ch.
    111 1/2
    Par.
    1041,
    provides for appeal
    of
    final orders of
    the Board
    in thirty—five
    (35)
    days.
    The Rules
    of
    the Supreme Court
    of Illinois establish filing
    requirements.
    IT
    IS SO ORDERED.
    Board Members Jacob
    D.
    Dumelle and J.
    Theodore Meyer
    concurred.
    I,
    Dorothy
    M.
    Gunn,
    Clerk
    of
    the Illinois Pollution Control
    Board, hereby certify that the above
    Order was adopted
    on
    the
    7~c~
    day
    of
    ~
    ,
    1937,
    by
    a
    vote
    of
    ~—C2
    Dorothy
    M.
    Gunn,
    Clerk
    Illinois
    Pollution
    Control
    Board
    82—353

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