ILLINOIS POLLUTION CONTROL BOARD
December 5, 1974
CITY OF LEROY
PETITIONER
)
v.
)
PCB 74—231
ENVIRONMENTAL PROTECTION AGENCY )
RESPONDENT
OPINION AND ORDER OF THE BOARD (by Mr. Marder)
This action involves a Petition for Variance, filed by the City
of LeRoy on June 17, 1974. On September 13, 1974, the city filed
an Amended Petition for Variance, requesting relief from Rule 408
(a), Chapter 3, Water Pollution Control Regulations, as it relates
to iron and total suspended solids, and Rule 408 (b) as it applies
to total dissolved solids, in order to get a construction permit
for a new public water supply treatment plant.
The Agency filed its Recommendation on November 22, 1974. The
Recommendation suggests that the Petition may be moot and should be
dismissed or in the alternative, should the Board find the matter
not moot, that it be granted.
No hearing was held.
The Petitioner is in need of a new water treatment plant. It is
alleged that the existing plant was built in 1934. For the past sev-
eral years, the equipment has been deteriorating rapidly, and it is
in constant need of repair if it is to provide an adequate quality
of water.
Since 1972 the city has been attempting to receive federal grant
money under the Federal Water Pollution Control Act Amendments (PL
92-500) to construct a wastewater treatment plant. To date, the city
has not achieved a high enough priority number to insure prompt action
on their request.
The present water treatment plant treats about 240,000 gallons a
day. The plant reduces a raw influent of 5.8 ppm iron to a finished
product of .2 ppm. This amounts to 11.4 lb. of iron per day. The
new plant will have four new filters having an area of 41 square feet
apiece. To clear the filters the backwash rate will be 500 gallons
per minute for 5000 gallons of water per filter per day. Therefore,
29,000 gallons of water will be needed for complete backwash per day.
The city proposes to provide a holding basin for the backwash water,
so that it will discharge to the city sewer at a rate of 50 gallons
per minute.
14— 609
—2—
Three zeolite softeners will be regenerated with the use of brine.
There will be 4.5 regenerations per day, with 348 lbs. of salt used
per regeneration. 29,000 gallons of water per day will be used in re-
generation. The total dissolved solids in the rinse water will be
6400 ppm. This water is also to go to the holding tank for discharge
at a rate of 50 gallons per minute.
The problem is that the city does not have a treatment plant for
its sewer system. Therefore, the contaminants discharged from the
plant receive no treatment other than dilution before being discharged
to a tributary of the North Fork of Salt Creek, which is tributary to
the Sangamon River.
The Agency to this point has not issued a permit to construct this
plant, the reason being that the discharge would cause a breach of
the effluent standards when it would be completed.
The city will not be able to meet the effluent criteria until a
sewage treatment plant is built, and it appears this will be a rath-
er long process. In the meantime, the city is having a difficult
time supplying its water to the public. It should be noted that the
new plant is a replacement plant and will not substantially change
the quality of the effluent.
Hardship alleged relates to the lack of a properly treated public
water supply. The Board finds that maintenance of a pure supply of
water to the public is of prime importance.
The Agency suggests that as a contributing discharger to a common
sewer system whose total discharge is subject to the control of a per-
mit issued under the National Pollutant Discharge Elimination System,
the plant in question does not need a variance. A draft permit has
been prepared by the Agency and forwarded to Region V, U.S. Environ-
mental Protection Agency, in Chicago. As a condition of that permit,
the city would be allowed to maintain its present discharge from the
sewer.
We cannot agree with the Agency that the issuance of an NPDES permit
will grant the relief sought. The Federal Environmental Protection
Agency has not yet accepted the state’s proposal for administration of
this system, and while we hope for early approval, we cannot be assured
of this. To rely on the actions of a third party (U.S. Environmental
Protection Agency) would put Petitioner in jeopardy of violations of
Board effluent standards through no fault of its own. Even with the
grant of a federal NPDES permit, Petitioner would have to comply with
Board effluent standards.
The Board finds that thi~case is similar In nature to P~B
74-15,
Village of Potomac v. Enviroi~tentalProtection Agency, and that adequate
hardship has been prbven to wa~ant a grant of variance. We fully
real-
ize that this variance may indeed be moot in the future; however, should
a variance extension be required one year from now, the Board will re—
14—610
—3—
quire much additional information regarding Petitioner’s compliance
plans.
This Opinion constitutes the findings of fact and conclusions of
law of the Board.
ORDER
IT IS THE ORDER of the Pollution Control Board that Petitioner is
granted variance from Rule 408 (a) as it applies to iron and total sus-
pended solids, and 408 (b) as it applies to total dissolved solids un-
til December 5, 1975, subject to the following:
Petitioner shall discharge the combined effluents from its
proposed holding tank on a 24-hr. basis to reduce the average
concentration of iron and chlorides discharged as much as
possible.
I, Christan L. Moffett, Clerk of the Illinois Pollution Control
Board, certify t4lat the above Opinion and Order was adopted by the
Board on the ~ ~ day of ~
1974, by a vote of ~
tob
14—611