ILLINOIS POLLUTION CONTROL BOARI)
    March 15, 1973
    )
    CITY OF WYOMING
    )
    )
    )
    v.
    )
    PCB 72-296
    )
    )
    ENVIRONMENTAL PROTECTION AGENCY
    )
    )
    OPINION AND ORDER OF TIlE BOARD (by Mr. Dumelle)
    This is a petition for variance from Rule 405 of the Illinois
    Water Pollution Regulations which requires that no effluent
    shall exceed 400 fecal coliforms per 100 ml after July 31, 1972.
    Hearing was held on September
    7,
    1972.
    The
    existing facility at Wyoming consists of a primary-secondary
    trickling filter type of sewage treatment plant with a design
    capacity of around 1800 P.E. and discharges to
    the
    Spoon River.
    Present loading, comprised of domestic and industrial wastes
    from a local slaughterhouse, is estimated to be near the design
    capacity of the plant. Portions of the collection system are in
    poor condition due to structural failure and storm and ground water
    in-filtration thus causing excess flows and bypass problems during
    periods of wet weather. The population of the City is 1540. Three
    tests conducted by the Agency between February and June, 1972
    showed a fecal coliforin count ranging between 1.12 and .26 million
    per 100 ml.
    In May, 1970, the City retained an engineering consultant to under-
    take a Comprehensive Sewerage Improvement Report which was finally
    adopted by the City in January, 1971. To assure the local share of
    financing, a $250,000 bond referendum was passed in August, 1971.
    Federal and State Grant Applications for the $10,000 remaining on
    the project are presently on file. The City is currently engaged
    in negotiations for the land necessary for the proposed plant.
    Since July, 1970 the City has made certain efforts to locate and
    eliminate the sources of storm water and infiltration into
    the
    sanitary sewers. These efforts have included smoke testing, dye tests,
    closed circuit television inspection, replacement of sewer lines,
    installation of new storm sewer lines and removal of down spouts.
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    Observations during severe rainfall conditions has indicated
    that peak hourly flows and average daily flows have been reduced
    considerably because of some of those methods used to reduce the
    flow.
    The proposed project provides for the conversion of the trickling
    filter process to a one-cell aerated lagoon followed by a mechanically
    equipped settling tank including chemical precipitation equipment.
    Additional revisions and modifications to the existing units and
    piping will also be undertaken. This will include chlorination
    facilities for design.flows as well as wet weather flows. The
    design capacity for the new facility will be 2600 P.E. organic and
    0.28 MGI) hydraulic for average daily flows.
    The final design of the proposed improvements was begun in November,
    1971 with the execution of an engineering contract between the City
    and its engineering consultant. The delay in completing the plans and
    specifications was duE primarily to the issuance of Revised Technical
    Policy 20-24 and the concerned need for supplemental treatment require-
    ments for algae removal from tertiary stage stabilization lagoons.
    The project is expected to be completed by October, 1973.
    The City takes the position that it would impose an extreme financial
    hardship if it would be required to install temporary chlorination
    facilities. The estimated cost of such facilities would be $17,000
    minus a salvage value of $5,500 leaving a net cost of around $11,500.
    The total operating budget for the City is $13,000. There was testi-
    moriy that it would take about six months to install such temporary
    chlorination facility. On that time schedule it would be almost
    October, 1973 before such temporary facility could be installed.
    The Agency has recommended denial of this variance based upon lack
    of progress toward construction and lack of information on injury
    to the public resulting from a grant.
    We cannot find the “arbitrary or unreasonable hardship” required under
    the Act for the
    Board to grant a variance (Sec.
    35).
    It appears that
    the City could easily pay :for the temporary facility from its own
    bond funds and then simply request an additional $11,500 in grant
    funds. We realize that if the temporary facility were to be begun
    now it would not be ready until the expected completion date •for the
    permanent facility. We also realize, however, that the hearing in
    this case was held on September 7, 1972 but that the petitioner did
    not file the 71-page transcript thereof with the Board until
    February 13, 1973, over five months later. If that transcript would
    have been -filed earlier, then there would have been a definite benefit
    to be derived from installing the temporary facility.
    The Board also takes judicial notice of a proceeding filed before it
    on March 7, 1973 by the Director of the Environmental Protection
    Agency (R73-4) stating that Federally funded projects for the Fiscal
    Year ending
    June
    30, 1973 will be delayed a year because Federal
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    regulations and guidelines have not been oublished. Since the
    City of Wyoming needs ar least $10,000 in Federal funds (R.42)
    it seems apparent that the October
    1073 completion date is
    no longer realistic but in fact may become October, 1974. Thus
    with possibly 19-months left before completion, the temporary
    chlorination becomes more feasible from a financial standpoint, and
    will protect the public for a lonoer period. Thould Wyominc decide
    to apply for full 75 Federal aid to the project the delay miqht
    be longer depending upon the priority rating it receives.
    We would point out that it is not in Wyoming’s interest to delay
    the permanent expansion. Even if it were to raise the needed
    $10,000 itself it would be $1,500 ahead over the net cost of tem-
    porary chlorination assuming this were also to come from its own
    funds.
    We are also not satisfied with Wyoming’s proofs in this case.
    No data were presented on the bacteriological effects upon the
    Spoon River (R.44) nor was any information given as to swimming
    usage in this river or water supply withdrawals. The Board realizes
    that a community of 1,563 cannot afford sophisticated proofs but
    more could have benn done. Lastly, the Board has heard testimony
    in a similar case that temporary chlorinating equiprient can be set
    up in a short time at low cost (City of Granite City v. EPA, PCB72-
    184, 371, February, 1973)
    .
    The large costs seem to be in orovidinq
    a contact chamber. Yet this record does not tell whether the out-
    fall pipe or the Spoon River can serve as the contact chamber to
    give the requisite 12—15 minutes detention time.
    The petition for variance is denied without prejudice.
    I, Christan L. Moffett, Clerk of the Illinois Pollution Control
    Board, hereby certify that the above Opinion and Order were adopted
    on the 15th day of March, 1973 by a vote of 4-0.
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