ILLINOIS POLLUTION CONTROL BOARD
    January
    26,
    1984
    CITY OF RUSHVILLE
    and
    ROYAL REGAL PROJECTS
    Petitioners,
    PCB 83—144
    ENVIRONMENTAL PROTECTION AGENCY
    )
    Respondent.
    OPINION AND ORDER OF THE BOARD
    (by J. Anderson):
    This matter comes before the Board on the September
    19,
    1983
    petition for variance filed by the City of Rushville
    (Rushville)
    and Royal Regal Projects
    (Royal Regal),
    a residential apartments
    developer.
    On November 21,
    1983,
    the parties filed additional
    data (supplemental)
    at the request of the Environmental Pro-
    tection Agency
    (Agency).
    The parties seek a variance from Sec.
    12 and 39 of the Act and from Section
    35 Ill.
    Adm.
    Code Sections
    309.202(a) and
    (b)(2),
    309,203(a)
    and 309.241.
    The purpose of
    the
    request
    is to allow a sewer extension
    from a proposed 24 unit
    residential
    apartment complex
    to connect
    into the sewer system
    tributary to Rushville’s wastewater treatment plant,
    which plant
    was recently placed on restricted status.
    The Board finds that
    the relief sought requires variance only from Section
    309.241
    (a),
    standards
    for
    permit issuance,
    additional relief being
    unnecessary.
    On December 28,
    1983,
    the Agency filed
    its recom-
    mendation
    to grant the variance,
    with conditions.
    Hearing was
    waived and
    none has
    been held.
    Rushville
    is
    located in Schuyler
    County, West Central Illinois,
    not far from
    the Illinois River.
    Its
    wastewater treatment plant
    (WWTP), built
    with the aid of construction
    grant
    funds, began
    operating in 1972 and serves
    a population of
    3,348 persons.
    The
    WWTP~scurrent hydraulic load
    is
    0.63 MGD, which
    is 175
    above
    its design hydraulic load of 0.36 MGD,
    The
    WWTP
    discharges into
    an unnamed tributary of Crane Creek, which creek
    flows into the
    Illinois River.
    (Agency
    Rca,
    3,4).
    Schuy—Rush Lake
    is about 2½
    miles downstream from the
    WWTP
    and, the Agency asserts,
    is both
    a
    recreational lake and a potential water supply
    (Pet.
    6,
    Agency
    Rec.
    7).
    The stream
    is
    7 day/b
    year zero flow.
    The stream
    56-101

    —2—
    itself
    runs
    through
    agricultural
    land
    and
    is
    used
    for
    “possible
    watering
    of livestock and wildlife.”
    (Pet.
    6)
    Most of Rushvilie~ssewer system, made up of both sanitary
    and combined sewers,
    was
    constructed in the
    1930~s,but some of
    the system was
    built before 1900.
    It
    is
    in poor condition,
    with
    broken joints,
    collapsed lines,
    storm
    drains,
    etc.
    Additionally,
    when
    an
    8
    inch pipe capacity is exceeded, the
    flows
    go to adjacent
    storm sewers through
    two bypasses.
    The Royal
    Regal complex
    is
    proposed to be located upstream of one
    of these bypasses.
    (Agency
    Rec.
    3)
    The WWTP also bypasses excess storm
    flows directly into
    the
    receiving stream
    at a manhole equipped with an unmonitored
    baffled
    bypass
    line.
    (Agency
    Rec,
    4)
    Rushville~s applicable NPDES
    operating permit,
    which was
    issued June 10,
    1977 and expired
    on
    March
    31,
    1981, contains
    interim effluent limits of
    60 mg/l BOD and
    80 mg/l suspended
    solids,
    The Agency received an application to reissue this
    permit on September
    2,
    1980,
    but has not acted on the application,
    (Agency Rec.
    4)
    Rushville~sDMR~sand Agency grab samples taken
    during the fall
    of 1982 through August 1983 indicate that the
    effluent has generally stayed within these limits.
    (Agency Rec,5)
    Sewage related debris has been observed during Agency inspections
    downstream of the WWTP,
    Athe Agency also feels that Schuy-Rush
    Lake
    could be impacted by the WWTP discharge and bypassing and
    overflowing from the sewer system (Agency Rec.
    7).
    Rushville,
    on
    the other hand,
    feels that “water quality
    is improving” based on
    periodic stream samples, the latest showing
    the following:
    1)
    24 mg/l BOD,
    1 mile downstream of the discharge point.
    2.
    14 mg/l
    BOD,
    1 mile upstream from Schuy-Rush
    Lake.
    (Pet.
    6,
    Supplemental,
    1)
    Based on a recent questionnaire to its residents
    (Supplemental
    Attach
    #1 and #2) Rushville experiences frequent and widespread
    basement flooding from sewer backups and surface flow,
    although
    Rushville asserts that there are few cases
    of basement flooding
    in the proposed Royal
    Regal project area.
    The Agency disagrees
    with the latter assertion based on Pet.
    Attachment
    #2,
    a survey
    map (Agency Rec,
    8), Since Petitioners did not identify the
    location of the project v Rushville, the Board will defer to the
    Agency s assertion,
    Rushville
    is now back
    in the grants program,
    The Agency
    asserts that the WWTP has been organically and hydraulically
    overloaded since
    it began operating
    in 1972.
    Rushville has
    received a facility upgrading Step
    1 grant,
    and has completed I/I
    and SSES analyses in 1976 and 1979 respectively.
    It
    is anticipating
    56-102

    —3—
    grant monies for an additional SSES primarily to cover parts of
    the combined sewer system not covered earlier,including the
    two
    overflows.
    Availability of construction and grant money,at a
    level of 55,
    not 75,
    to expand and rehabilitate the system is
    uncertain.
    However, Rushville’s tentative timetable shows a submittal
    of a Facility Plan to the Agency by November, 1984.
    (Pet.
    5,
    Agency Rec.
    6)
    Meanwhile Rushville, at its own expense, has made
    improvements to the plant and collection system costing $64,500,
    excluding City—supplied labor
    and
    materials.
    (Pet.
    5)
    Because
    Rushville views the original grant project as an apparent failure,
    it intends to cautiously wait until the Step I data collection is
    completed before evaluating alternatives or committing any further
    large sums of money.
    (Pet.
    7)
    The Agency pointed out that the 1979 SSES found that infit-
    tration and inflow can cost effectively be reduced by 126,000 gpd
    and 1.1 MGD with an expenditure of $66,000 and $73,000 respectively.
    However,
    the Agency acknowledges that these figures could change
    somewhat after completion of additional SSES work, and that no
    estimates of WWTP upgrading costs can be made at this
    time
    (Agency
    Rec.
    6).
    On June 13,
    1983, the Agency received Royal Regal’s
    application for a sewer extension permit.
    On June 20, 1983,
    the
    Agency denied the permits.
    Two
    days later, on June 22, 1983, the
    Agency issued to Rushville a notice of pending restricted status
    and a week later, on June 29, 1983, the Agency placed Rushville
    on restricted status because of the
    WWTP’s
    175
    hydraulic over-
    load,
    (Agency Rec.
    3).
    Royal Regal,
    from the fall of 1979, through the issuance of
    the restricted status spent Rout_of_pocketu at least $56,000 out
    of a total of about $90,000 overall on real estate and project
    development.
    (Pet.
    2,
    Supplemental, Attach.
    3.)
    Of the remainder
    the record is unclear as to
    how
    much of the sums for projects
    payed for after restricted status were for projects committed to
    earlier.
    Royal Regal had hoped to start the project construction by
    November 15, 1983, but now anticipates start—up and completion
    dates of April 1, 1984 and September 1, 1984 respectively with
    immediate occupancy following
    (Supplemental, 1).
    The 24 unit complex, made up of five buildings, is expected
    to house 60 people, resulting in no more than a 1
    increase in
    flow and 2
    increase in population loading.
    The daily
    SOD
    and
    Suspended Solids discharged to the receiving stream are estimated
    to increase by 1
    and 2.4
    respectively (Supplemental 2,3).
    Regarding surface runoff, Rushville asserted that the project
    site is close enough to road ditches with sufficient capacity to
    56-103

    handle
    the
    addit~o~i
    t
    tao~f
    ~cri t
    inpe
    vious
    a:eas
    Rushvilie
    is cleaning the ditches and Lis~aIlirg
    :arger culverts~
    (Supple-
    mental,
    2)~
    A Farmer~Hone kdm~rt~xu~io
    ~ritI1~)
    loan ~ili he used
    to
    retire
    inteiin
    c
    i~
    a
    ~i~n
    s
    2 a
    ~
    U
    I control re thai
    rates
    and
    ceupa
    t
    e
    o
    J~i~
    y
    ~
    o~
    ncome
    range
    (Supple-
    mental
    2)~
    The
    Petition
    mu
    itsin
    that
    nffectiv~
    compliance
    alternativn~
    a
    ~e net
    ivailihU,
    ~$he~e
    U
    ~o
    ava~ able
    space
    for
    a
    seepage
    fieU
    o~ other
    ptivate
    disp
    sal
    ~~sten.
    Delay
    of
    the
    project
    until
    the
    great
    pro:ect
    is
    corapUtei
    and
    restricted
    status
    is ended wou~dresult in the loss of the present FmHA loan
    committment
    and economic hardship severe enough to lead to possible
    bankrupt~cy (Pet.
    1,
    Supplemental
    2,
    3j.
    Corpliance could be
    achieve
    hI ciangUg
    Lhe size of the ~uiid~ngn aid runnUg
    in4iv~ cal
    ~ervicu
    ~nes
    in
    a mana~r
    LC
    U) I
    ~i~ni
    tIe
    no
    constructi)fl
    permit
    required”
    prov~ion~ of
    Section
    ~09~202
    (h),(2)
    if
    he single building discharge
    1’
    less
    than
    ~300g/day.
    However,
    thrs would add ne~construction end en3ineering costs
    (Pet,
    4),
    The Agency Joes rut disnute ko3ai RegaUs
    effective alter-
    natives
    The Agency a3rees that because a substantial portion
    of Royal RejulU cusLa were incurred he~orethe impostion of
    restricted sta~ur, Poyal
    Raccal vould suffe~:arh~traryor unreason-
    able haras~U
    1 u A~cn
    ~
    co~uditin
    n~arecunm~ndedgrant ot
    variauc~ a
    exl~Jio
    of
    hI
    ~
    ~
    beyond the
    24 unit
    complex
    an
    b
    ~nued
    i
    ticiuot~o.
    y
    I
    hvu
    a
    an the sewer
    and W~TP
    a
    c
    pjraoirg ~tojr
    i
    a&
    ribed
    i
    paragraph
    6
    of
    the Petition
    The Ajan
    and
    te Pe~rtioner
    cc rue
    t
    ~
    Urial
    f variance
    would
    impose s~a hi iary or u~urcasrat
    a U d~uipou doyaJ
    iegal~
    Not o~Jyaid Royal Aega~ iuuur
    large expences before the imposition
    of Restricted Status
    but, starting in 1980, naintained “progress
    of project
    cnn~actwith Rushville
    ~hose
    ity
    ourcil
    in 1980
    and 1)8~indicat~ ~heir belief that the pro~ec~could be connected
    because the adeU Iad
    would net ca~s~tie NPDF
    1ermit interim
    limits to be c~ce3uJane because
    thu Ae
    a
    Ia
    re~enly issued
    a Permit fur
    a o ~er apaYtffe~tcorpUx
    ‘Pet
    8
    Under tIes
    circurretances,
    it
    as
    n
    1 miens
    ualle
    for Royal
    Regal
    o
    t~i
    U
    teak iith the i~gc
    y
    no
    c.
    e
    ,
    ace Board
    is
    unwilliug to
    a
    cv
    ~ny adUt:onal
    lea
    ~ U
    a
    ~t
    as Iadlv
    degraded
    is
    as
    3eacr hue ~n J~rs a~e ~
    cC
    a~
    ormitien~
    on the part of the Petitioners
    to take sc
    a steps
    to keep the
    environirentai Sara ~o a minimum,
    Ihe Board does not favor
    allowing even a small
    additional
    load
    and in this case the
    58~iO4

    additional
    ~cax.~
    ~o
    ~n
    ~i
    rt. basement flooding
    occurs (Cit~
    of
    ~~io
    ,
    ~ B 8O~22
    )~
    The added problems
    of basement
    flood~na~xo
    ~
    ~cc
    L~OW,
    the bypasses from the
    sanitary
    seweus
    mt
    sto~.
    .
    tu~~y~asses into the receiving
    streams,
    a
    WW’P elf icn
    ~ a1
    v
    tha~needs improvement,
    and
    deteriorated s~wer~,
    at ~z paint an unacceptable picture
    of existing or pot~rt~~J
    ti
    B cnvlronmental
    damage.
    The Boar
    i
    -aid
    and this record does
    not
    explair, why res
    r
    ~ed
    ~
    a~not impsed by the Agency
    until
    eleven years after th~
    )aut
    ent on continuous hydraulic
    and organic cJsrl~
    i-~
    ~r
    si~
    t
    ra’or3 indi.ra~es~at least
    one
    per~itwas ~sued
    durThg tnit
    t
    ne.
    ~eqerthe1ess, the Board
    must take
    this
    situation
    as
    it
    Lrds
    ~t.
    While
    the
    Board
    recognizes
    Rashville~s
    efforts
    to
    alleviate
    the
    problems,
    more
    must be
    done
    before
    ~he
    nsw
    Facility
    Plan
    15
    implemented
    sometime
    in the future if
    ~.
    is
    to
    g~a1Lt a
    vaira
    ice
    :hat
    allows
    additional
    organic
    ar3
    i
    loau~nj
    i.
    a
    y
    t.
    ~i
    at
    is
    already
    grossly
    n’
    i~a
    y cverlca~eB
    s
    y
    ~
    n
    an
    is
    backinj
    up
    into
    basements
    Unfor
    rats
    y
    tie
    ecor3
    o
    dfi
    en-
    in
    data
    necessary
    for
    the
    BcaiB
    t
    uu
    ~tiu
    a
    q:ant
    f
    ariancc
    it
    a
    manner
    that
    would
    appropriaL;
    j
    aic
    ~
    ~1~t
    i.
    ~un~iders
    an
    unacceptable
    environmental
    ann
    hcaltLi
    irpact
    c~
    alanced
    agalnst
    the
    hardship.
    For ~xa~le
    ie ~ec
    ~Bu~e~nr- contain the location or
    layout
    of
    the
    arec
    tth
    CCvCI
    Ia
    out
    the
    SSES
    data
    containing
    a
    breakdol
    ~
    ~c d
    n~anl l~t. a ~f
    he in~i1tration/inf1ow
    reductioi
    ~-q
    r~ that
    at
    least
    sone
    of
    the defects
    -
    I
    c
    r
    e
    near
    future.
    Nor
    does
    he
    :c~
    ~e
    t
    op
    ~oi
    installing
    temporary
    holding
    tanks
    fit
    tic.
    pTYie
    t
    irsuharge
    (See
    Clem
    Juris
    and
    ç4~1
    of
    Sandwich
    v
    Ln~rnroimeLtalP~-otect1onAg,,,ency,
    PCB
    No.
    8O~68,
    39
    PCB
    420,
    ~ept~wcer
    I
    3tO,.
    In
    denying
    this
    variance,
    the
    Board
    3rants
    leave
    to
    refile
    and,
    upon
    receipt
    t
    tIc.
    letitlon,
    the
    Board
    will
    expedite
    its
    consider-
    ation
    and
    requi~t
    the
    Agency
    to
    expedite
    Its
    recommendation.
    This
    Opi
    ion
    corstitutes
    thc.
    BoardL~ findings
    of
    fact
    and
    conclusions
    o;
    law
    ir
    th’’
    an
    ax.
    1.
    Petiti
    usia
    no
    -y
    ‘n
    1u3
    i
    c~fld
    I iyal
    Regal
    Pro~ects
    are
    hereby
    denied
    a
    var1a~cc. ‘ror
    3
    1
    1
    ~da~
    Cone
    309,241
    (a,.
    IT
    IS
    SO
    ORDERnD.

    Board
    Member
    J
    T~. Meyer
    dissented
    Ir
    Chriatan
    1.
    Moffett,
    Clerk of
    the
    Illinois
    Pollution
    Control
    Board.
    hereby
    certify
    that
    the
    above
    Opinion
    and
    Order
    were
    adopted
    on
    the
    ~
    dai’
    of
    1084
    by
    a
    vot.e
    of
    ,
    ,
    -~
    Ill
    inionn
    Pollution
    Control
    Board
    56-106

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