ILLiNOIS
POLLUTION
CONTROL
BOARD
August 22,
1984
MOEIL
CHEMICAL
COMPANY,
PCB
83—166
~:NVIRQNMENTAL PROTECT:roN
AGENCY,
Respondent.
OPINION AND ORDER OF THE BOARD
(by Bill S~Forcade):
On November 15,
1983,
Mobil Chemical Company
(“Mobil”)
filed
a Petition for Variance from
various water pollution regulations
applicable to its De Pue facility
until November
15, 1988~
In
response
to
Board Orders, Mobil
filed an amended petition on
February
3,
1984 and a second
amended petition on March 26, l984~
The Illinois Environmental
Protection Agency
(~Agency”)
filed a
recommendation on May 21, 1984
that variance be granted
but
for a
shorter term and with
more stringent limitations
than
requested
by Mobil.
On June
7,
1984,
the Agency and Mobil met and, after
discussion, agreed on appropriate
interim
limitations should the
variance be granted.
No
hearing was held, no comments were
received
Mobil requests
a
f:ive~year
variance for water quality
standards for
35
ilL Mm. Code
302~2l2(ammonia nitrogen and
unionized ammonia)
and :302~2o8
(quoride~total dissolved solids,
and sulfate)
for ~ts Outfall
002..
Mobil was previously granted
a one—year variance for certain
water quality standards applic-
able to Outfall 002 on November
12,
1982 in Mobil
Chemical
Co~,
v~Illinois Environmental
Protection Agency, PCB 82—18,
49
T~W2’75,
Mob
ii
provided a
copy of the Opinion and Order in that
case, as attachment ~‘A~to
the
Petition, to provide general
background information on the
facility, outfall and receiving
waters;
that. information will
be
repeated
here:
MohiLs phosphate
fertilizer manufacturing operation
employs 117 employees to
produce
250,00 tons of fertilizer
per year from the raw
materials phosphate rock,
sulfur, and
ammonia..
The facility
consists of a sulfuric acid manufactur-
ing plant,
a phosphoric
acid manufacturing plant,
and a
diammonium phosphate (DAP)
plant.
To the extent Mobil
requests a variance for Outfall 001,
the issue
is discussed infra
at
p.. 5~
59-397
Outfall
001 discharges non-contact
cooling
water and boiler feedwater treatment
effluent.
Mobil
currently draws
15
million gallons per
day
(mgd)
of water from the Illinois
River for
use in its operation, but has the
capacity
to draw
20..3
mgd..
98
of this water,
14.6 mgd,
is used “as is”
for non—contact
cooling of
sufuric and phosphoric acids.
An additional
94,500 gallons are used “as is~for
dilution
water in the sulfuric acid plant.
~iat has been called Outfall
002 consists of
groundwater seepage from gypsum storage
area
and clearwater pond used in Mobiles
phosphoric
acid manufacturing process.
The
gypsum/clearwater
pond treatment system operates on
closed—loop
basis..
In this recycling system, water
serves
as the transport medium for gypsum
produced during
acid manufacture and filtered out of the
acid.
Gypsum is slurried with pond water and
pumped to
the gypsum disposal area.
The gypsum
is settled
in the gypsum pond,
and most of the
clear water
is recycled to the acid plant.
However, seepage
from the gypsum pond flows
into an unnamed
ditch
running along the perimeter
of the gypsum/clear-
water pond system..
This
ditch is tributary to Negro
Creek, which is tributary to
the Illinois River.
Seepage to the unnamed
ditch ranges from 10, 000
to 28,000
gpd..
The ditch
fails to comply with
the state~swater quality
standards
for fluoride,
ammonia nitrogen, TDS and pH,
and with the
federal phosphorus standard,
Stream samples
taken 1,200 feet downstream
of the process
wastewater treatment system in
the period
November,
1981 through January,
1982 showed
levels for these parameters in the
following
ranges:
Fluoride
5.64
—
36.0 mg/I
Phosphorus 131.
—
402,mg/l
Ammonia
63.4
—
230.0 mg/i
pH
6.54
—
7.27
TDS
1,224.0
—
4,556.0 mg/i
Mobil has had a long history of
problems with the
pond system, which received its first
operating
permit
in
1972..
Mobil states that
when
the
ponds were first
constructed, state-of—the-art
industry design recom-
mendations were for installation
of separate
leak
and
seepage containment systems
along the ponds’ base.
Mobil felt that an improved
design
eliminated the need
for such containment systems,
particularly since a
natural clay layer between
5 and 25 feet thick under—
lays the ponds.
The same
design system was employed
59-298
a a
19
-
a’~ansionof the gypsum pond, at which
aua~a 12
inc.i eLy
liner was put inside the expanded
ei~
.ie~
d~
L
‘mei in
he pond walls.
In 1977
the
~
~c.s~ed u~paeental permit allowing
for con—
s~uetLor
of
a
co’lection pond (swale)
to contain
~a
~~age iroo
‘-
a
gy~
m
pond prior to its
being
pinp~dbaelr
a c~earwaterpond,
An
experimental
pe~n~t~a-
~JaU~
to allow
construction and
ira~i~laLi
~.
of t~opilot test collection
trenches,
~C
4
asi~
t
~.
he
125 feet along, and
appurtenant
pe
~uo,
aid ~o al ow re—routing of
the unnamed
.
-
-h
~7
a-
‘..j~
—r
permitted to test
the feasi—
—~liLj
of
iriLr.-~
ting
seepage
from
the
gypsum pond
oefore
its
antoy
into
the
ditch.
The
Agency reports
that
only
the
43
root
trench
was
built,
and that
its use
die
ontiaed
by
Mobil
in
1981
since
the
company
fe)t
it
had
-J2n~ffcant
effect..
Finally,
in October
t98
Je
Actercy
i
~‘ucd
Mobil
a
permit
to operate a
coLtection
sum
a.
d
jump
back
system.
This involved
the
tho’e
dee
-
bed
re
routing
of
a portion of
the
ditch
aid
use
another
portion
to
collect the seepage.
The
..ump
is
u~a-J Ic
dewater
the
general area upstream
of
the
Iocatitn
~eru
the
existing
ditch joins the
by-
pass.
WatE.r
i~
~ riped
back
to the swale,
Nobil
a.oite~
-haF
it
expended $90,000 in
1978
to
instctJl
~nc
ewale
arid pump system along
the base
of
the
affectth
pcod
A~this
took care of
only 90
of
.na
scei-’
r.
cgan
further investigation
as
t
tri.
p
oL~
scarce
Some
4
years and $95,000
later,
Mobi’
~t
-ccc
that
it
believes that
an opening
haa
develop~
~
ong
the
base
of the pond~s
earthen
uiw
u1lu~iing
bud~
cuantities
of water to
seep
out and
t1u’~’bel
-~
Jroc
-I
-iveJ
along
the top of the area’s
~nderlying
c
-y
layer,
to
emerge in the unnamed ditch.
as
toa~d gtar
~
4
Mobil
a
one—year
variance
in
that
case
subject-
Fo
speciLc
li-aitations
and
a
requirement that Mobil
desigo.
rid
coi sti
w
a
o
L.onal
control
mechanisms.
Mobil
complea-~d
11
raotir~d
~c
i~ties
in March
of
1983,
ahead
of
the
Lath’s
r
~io1
schedule
(Pet,,
¶6).
Despite
com-
pletion
of
the
rcct~Lcd
iriprovements
Mobil
still
did
not
comp~
~ith
t~c
lL~
limits.
In
early
October,
1983,
Mobil
~n
gmented
th
~v
Ler~ with
the
addition
of
a
1,500
foot
coi1ection
sy-
a:
extension,
The
original
system
and
exteae
a
was
cour
h
Li
at
a
cost of
$135,000
(Am..
Pet,,
i_a
4)
Uttough
~ccutxations
of
fluoride,
ammonia
nitrogen
and
to-Li
dissoivc
.~o.
de
(“TDS”)
have
decreased
significantly,
Mobil
is
stil
I
trial
~e
to
achieve
full
compliance
(Am..
Pet,,
¶B6)..
i~-aeri1o~
~
indicate
a
trend
towards
decrease
—8—
of total pollutant discharge on an average
basis even though
concentrations
fluctuate
significantly
based on
weather-
related
factors
(Am,
Pet,, ¶B7(a)),
Mobil
is not aware of any way to
achieve immediate com-
pliance with applicable standards or any
effective way to
eliminate
seepage.
Neither
plant shutdown
nor production
curtailment
would
affect
the
seepage
(Am. Pet,,
¶~).
The
Agency
agrees
that
compliance
would be
technically difficult
here
and
that
the
present
approach may be the
best available
even
though
it
has
not
provided
a complete
cure
(Rec,,~ll),
Mobil
retained
an
environmental consultant to evaluate
the
impact
of
the
seepage
on
the receiving waters.
The
consultant
concluded that natural factors limiting the
development of
the stream are as significiant as,
if not greater
than,
the
seepage influence
(Am,
Pet.., ¶88),
Specific natural
factors
limiting
development
included:
I..
The
size
distribution
of channel bottom material,
2..
Availability
of
sunlight or shading,
3,
Depth
is
shallow
and impermanent,
4.
Channelization
caused loss of large
stable rock
substrates,
5.
Sedimentation
from
upstream tributary,
and
6.
Recurring
high
volume,
high velocity flooding.
Essentially
the
same
types
of
organisms
occur upstream and
within
the
seepage
zone.
Mobil
and
the
Agency
have
made the following
recommendation
for
conditions
of
the
Variance:
Ammonia
Nitrogen
Monthly
Average
27
Maximum
45
Un-Ionized
Ammonia
No limitation
Fluoride
Monthly
Average
4.5
Maximum
10
TDS
Monthly
Average
1300
Maximum
2000
59-400
—5*
Monthly
Average
500
Maximum
685
The
Agency
recommends
a
three—year
variance
to
allow
more
rapid
review
of
the
impac-t
and
possible future
improvements,
Mobil
requests
five
years.
Based
on
the
record
in
this
case
the Board
finds there is no
reasonable
technology
available
for
compliance
and that to
require
immediate
compliance
would
impose an arbitrary
and
unreasonable
hardship
in
view
of
the
limited
evidence of
environmental
harm.
The
Board
will
grant
a
variance from the
applicable
regulations.
This
variance will be for the
shorter
period
to
allow
rapid
re-evaluation,
should any additional
restrictions
prove
necessary.
In
its
February
3,
1984
Amended
Petition for Variance,
Mobil
requests
relief
from
“sulfate
limitations applicable to Outf
ails
001
and
002,..”
(Am,
Pet,,
¶A3)..
Outfall 001
is
never addressed
in
the
remainder
of
the
petitions,
supporting documentation
or
Agency
recommendation.
The
Board presumes that inclusion
of
Outfall
001
in
that
one
sentence
was a typographical error,
This
Opinion
and
Order
in
no
way
addresses or grants relief for
Outfall
001.
This
Opinion
constitutes
the Board’s findings of facts
and
conclusions
of
law
in
this
matter,
ORDER
M-obil
Chemical
Company
is
hereby granted a
variance, as of
November
15,
1983,
applicable
to Outfall 002
only,
from 35
Ill.
Adm.
Code
302,212
and
302,208
(fluoride,
total dissolved solids,
and
sulfate
only),
subject
to
the
following
conditions:
1.
This
variance
shall
expire July 1,
1987.
2.
Water
quality
at
Outfall
002
shall not exceed the
following
limitations
(in mg/i):
~1
~e
Maximum
Ammonia
Nitrogen
27
45
Un—ionized
Ammonia
No limitation
No limitation
Fluoride
4.5
10
Total
Dissolved
Solids
1300
2000
Sulfate
500
685
3.
Mobil
Chemical
Company
shall
at all times
maintain
and
operate
its
existing
bypass/sump/collection
system
in
such
a manner as to achieve
optimal
performance.
This
shall include
measures
to prevent or
alleviate
the
buildup
of silt
in the
pumping station.
59-401
—6—
4.
Mobil
Chemical
Company
shall
perform
sampling
and
analyses in accordance with NPDES
permit
IL
0032182.
In addition, un-ionized ~—onia shall be monitored
or calculated at the same
frequency
as total esmonia
nitrogen.
5
•
Mobil Chemical Company shall thoroughly investigate
any and
all possible technologies for achieving
compliance, and shall file a report of its findings
with the Agency’s Compliance Assurance Section on
July
1, 1985.
This report shall also
detail
the
steps to be taken to achieve compliance by
July 1, 1981.
6
•
Within 45 days of the date of this
Order,
Mobil
Chemical. Company shall execute
a
Certification
of
Acceptance
and
Agreement
to
be
bound
to al1 terms
and
conditions
of
this
variance.
Said
Certification
shall
be
submitted
to
the
Agency
at
2200
Churchill
Road,
Springfield,
Illinois 62706.
The 45—day
period
shall
be
held
in
abeyance
during
any
period
that
this
matter
is
being
appealed.
The
form of said Certification shall be as follows:
CERTIFICATION
I,
(We) ________________________________, hereby accept
and agree to be
bound
by all terms
and
conditions of the
Order of the Pollution Control Board in
PCB
83—166, August 22,
1954.
Petitioner
Authorized Agent
Title
Date
IT IS SO ORDERED
I, Dorothy N. Gunn, Clerk of the Illinois Pollution
Control
Board,
hereby ce5~/ythat the above
Opinion
and Order
was
adopted
on
the
L3.
day
of
,
1984 by a vote
of
&-n
47a-tatbt
tn.S~
Dorothy M.~fln,
Clerk
Illinois Pollution Control Board