ILLINOIS POLLUTION CONTROL BOARD
March
26,
1975
CITY OF MOUNT VERNON,
Petitioner,
v.
)
PCB 74—489
ENV~.JNMENTAL PROTECTION AGENCY,
Respondent.
OPINION AND ORDER OF THE BOARD
(by Mr. Dumeile):
The City of Mount Vernon
(“Petitioner”)
filed a variance
petition on December 27,
1974.
The Illinois Environmental
Protection Agency
(“Agency”)
filed
a Recommendation to grant
the variance on February
6,
1975.
No hearing was held.
Petitioner operates a secondary sewage treatment facility
located in Jefferson County.
Petitioner’s sewage treatment
plant discharges
to Casey Fork,
approximately 7-1/4 miles
upstream from where Casey Fork enters Rend Lake.
Rend Lake
discharges into the Big Muddy River which is a tributary of
the Mississippi River.
Petitioner’s
sewage treatment plant has an average
influent of 1.86 million gallons per day
(mgd).
Petitioner
states that its present plant produces an effluent with the
following average values:
Average BOD5
4.2 mg/l
Suspended Solids
22.3 mg/l
Ammonia nitrogen
5.4 mg/i
(as nitrogen)
Phosphorus
8.1 mg/I
Because Casey Creek has a 7—day 10—year low flow of zero,
Petitioner’s effluent must not cause
a violation of the 0.05
mg/i of phosphorus requirement of Rule 203(c)
at the entrance
to Rend Lake and the 1.5 mg/l ammonia nitrogen standard of
Rule
203(f)
of the Water Pollution Regulations.
Rule 404(f)
provides that for discharges
to streams with less than 1:1
16 —221
—2—
dilution that the effluent shall not exceed 4 mg/i of BOD~
and
5 mg/i of suspended solids.
Petitioner has requested
a
variance from the above three provisions.
Petitioner is in the process of upgrading its existing
sewage treatment facility and has obtained both
a Step I and
Step
II Federal Assistance Grant to help pay the cost of
drawing up final plans and specifications for the proposed
upgrading.
Petitioner has a construction grant priority of
116.
On December 19, 1974 Petitioner was issued a National
Pollutant Discharge Elimination System
(NPDES) Permit by the
United States Government.
Petitioner states that its proposed
treatment plant is tentatively scheduled for completion in
January of 1977.
Petitioner’s NPDES Permit requires completion
of construction by June 30, 1977 and attainment of full
operation by July 30,
1977.
The Agency estimates that the
treatment system should be in operation by October
1,
1977.
Petitioner estimates that following completion of the proposed
treatment plant it will discharge an effluent with the
following characteristics:
Average Dry Weather Flow
3.8 mgd
Average BOD5
10 ppm
Average Suspended Solids
12 ppm
NH3
(Ammonia Nitrogen)
1.5 ppm
Phosphorus
0.05 ppm
Although estimating compliance with the phosphorus
requirement of Rule 203(b), Petitioner states that there is
no evidence that removal of phosphorus down to the requirement
set forth in the Rule is technically feasible.
The Agency
points out that Petitioner’s NPDES Permit sets forth final
standards of
4 mg/i for BOD5 and S mg/i for suspended solids.
The Agency states that Petitioner may discharge 10 mg/i of
BOD5 and 12 mg/i of suspended solids only if granted
a
“Pfeffer exemption”
under Rule 404 (f) (ii).
The Agency
questions whether Petitioner will ever be capable of consistently
discharging an effluent with a phosphorus concentration of
no more than 0.05 mg/i and therefore recommends that Petitioner
be granted a variance from Rule 404 (f) (ii) (A)
,
(D),
and
(E)
as they pertain to obtaining a phosphorus concentration of
0.05 mg/i.
The Agency~srecommendation is conditioned on
the instaliation by Petitioner of best available nutrient
removal facilities as soon as possible in conjunction with
the proposed upgrading of Petitioner’s sewage treatment
plant.
Petitioner alleges that to require compliance with the
three rules would impose an arbitrary and unreasonable
hardship during the period it is proceeding to complete its
16
—
222
—3—
updated sewage treatment plant.
Petitioner alleges that the
use of chemical precipitation to enhance its effluent quality
is not feasible because it would overload Petitioner’s
existing sludge digesters.
Petitioner further alleges that
satisfactory land is not available for spray irrigation and
that soils found in the area are shallow silts, underladen
by tight clays and hardpan with the result that spray irrigation
could cause surface runoff with no appreciable water quality
benefits.
Petitioner states that transportation of its
effluent to a watershed other than that of Rend Lake would
require transporting the waste a distance of 17 miles east
to the Skillet Fork watershed into a low flow stream.
Petitioner states that the dissolved oxygen cpntent of Casey
Creek is substantially higher downstream from its discharge
than upstream and that even considering the dissolved oxygen
sag due to carbonaceous and nitrogenous oxygen demand, that
the downstream level of dissolved oxygen does not approach a
critical level.
The Agency states that Petitioner
is operating its
sewage treatment plant as efficiently as possible and that
no greater pollutant removal can be achieved without the
addition of more treatment facilities.
The Agency recommends
that the Board not require such interim treatment facilities
because the time required to design and install them would
be roughly equivalent
to the time required to carry out
Petitioner’s proposed upgrading
of its sewage treatment
plant.
The Board finds that Petitioner would suffer an arbitrary
and unreasonable hardship if required to adhieve compliance
immediately with Rule 203(c),
203(f),
and 404(f).
However,
Petitioner does discharge a significant amount of phosphorus
to Rend Lake based upon
a materials balance.
Petitioner
states that the average phosphorus concentration
in Rend
Lake,
based upon a water quality value of 0.08 ppm is 63,968
pounds.
Converting Petitioner’s average effluent phosphorus
value of 8.1 ppm to
a yearly value results in an estimated
contribution of 45,891 pounds.
The Agency calculated that
Petitioner’s discharge amounted to 126 pounds of phosphorus
per day as compared to the 83.9 pounds of phosphorus contained
in Casey Fork upstream from Petitioner’s discharge.
TheAgency states that Petitioner’s discharge of phosphorus
could be the source of additional algal growth in Rend Lake.
However, the Agency believes that the additionl algal growth
has little immediate adverse environmental effect,
but that
continued addition of decomposable plant growth could shorten
the life of the Lake.
The Board agrees with the Agency
concern over future additional discharges of phosphorus to
16—223
—4—
lakes or reservoirs.
This was the reason for the adoption
by the Board of Rule 203(c).
The Board therefore will
condition the grant of this variance upon requirement to add
nutrient removal facilities in conjunction with the proposed
upgrading.
In addition,
any extension of this variance will
have
to contain
a more detailed evaluation
of methods of
compliance with the phosphorus requirements of Rule 203(c)
or alternative means of discharges such as land application
or diversion from the Rend Lake watershed.
The record in this case
is not wholly satisfactory.
Little is said by either party as to the extent of algae
blooms,
if any,
on Rend Lake.
The 0.05 mg/l phosphorus
level of Rule
205(c) may not necessarily be an effluent
standard, but is
a stream standard at
the confluence with
Rend Lake.
If significant amounts of phosphorus
“drop out”
in the 7-1/4 mile length of Casey Fork then a higher amount
of phosphorus could perhaps be discharged by Mount Vernon.
But no data are given on this point.
Lastly, the state of dissolved oxygen levels in the
hypolimnion
(if one exists)
in Rend Lake are not given.
If,
in fact,
algae growth on Rend Lake
is significant, then the
Board should be told what effects this algae growth is
having upon dissolved oxygen levels.
Also it is not wholly
correct to compare the suspended phosphorus
in Rend Lake’s
waters with incoming loads.
In Lake Erie, more than 95
of
incoming phosphorus
“disappears1’ presumably
to sediments.
What is significant
is the rate of increase of phosphorus
in
the water.
Rend Lake is shallow and wind currents may
suspend sediment,
thus giving apparently high phosphorus
levels.
But is this phosphorus
in a form that will support
algae growth?
In future or similar proceedings,
these
questions must be answered.
Because Petitioner
is required to obtain an NPDES
Permit, the Board may grant Petitioner
a variance for up to
a five year period.
The Board has determined that Petitioner
should be granted a variance until July 1,
1977 because of
legal deadlines.
This Opinion constitutes the Board’s findings of fact
and conclusions of law.
ORDER
The Pollution Control Board hereby grants the City of
Mount Vernon
a variance from January
1,
1975
to July
1,
1977
from Rules 203(c),
203(f)
as pertains to ammonia nitrogen,
Rule 404(f)
as pertains to BODç and suspended solids, and
Rule 404(f) (ii) (A),
(D), and
(~)
as pertains to phosphorus
16—224
*5—
subject to the following conditions:
1.
Petitioner keep abreast of developments
in phosphorus
removal technology and shall report quarterly to the Agency;
2.
Petitioner apply advanced phosphorus removal
techniques as
such techniques become practicable;
3.
Petitioner continue to pursue its present program
of upgrading its sewage treatment plant including nutrient
removal facilities;
4.
Petitioner maintain and operate
its sewage treatment
plant in the manner that will maximize the quality of effluent;
5.
Petitioner apply for and obtain all necessary
permits.
6.
Effluent limits
(on a monthly average)
shall not
exceed:
Average SOD5
4.2 mg/l
Suspended Solids
22.3 mg/l
Ammonia Nitrogen
5.4 mg/l
(as nitrogen)
Phosphorus
8.1 mg/l
IT IS SO ORDERED.
I, Christan L. Moffett,
Clerk of the Illinois Pollution
Control Board, hereby certify the above Opinion and Order
wer~adopted on the
I~(~’~
day of March, 1975 by a vote of
__________.
C ristan L. Moffe
t,
Illinois Pollution Co
1 Board
16—225