1. 3. Notwithstanding the above paragraphs of this Order, Ayrshire
      2. 4. Ayrshire shall post with the Agency on or before June 1,

ILLINOIS POLLUTION
CONTROL BOARD
April 25, 1972
ENVIRONMENTAL
PROTECTION
AGENCY
)
)
)
v.
)
171—323
)
AYRSHIRE COAL COMPANY, a Division )
of AMERICAN
METAL CLIMAX, INC.,
)
and AMERICAN METAL CLIMAX,
INC., a)
Corporation
)
OPINION OF ThE BOARD
(BY
MR. LAWTON):
Respondent
(Ayrshire) controls a strip coal mine (Delta Mine)
east
of Marion, Illinois in Williamson
County, the
natural drainage
from part of which flows into the South
Fork of the Saline
River.
On October 13, 1971, the Illinois Environmental Protection Agency
(Agency) filed a complaint alleging that Ayrshire caused or allowed
the discharge of contaminants from this mine so as
to cause or threatc n
pollution of the waters of Illinois, in violation of section 12(a)
of the Environmental Protection Act (Act); deposited contaminants
upon the land so as to create a water pollution hazard, in violation c f
section 12(d) of the Act; and violated Rule SWB-l4 of the Rules and
Regulations of the Sanitary Water Board (continued in effect by
section 49(c) of the Act) pertaining to the minimum quality conditionE
acceptable for all waters subject to the regulation and to quality
conditions applicable to aquatic life and agriculture and stock
watering sectors of the waters of Illinois.
On the date of the scheduled hearing, the Parties proposed to
stipulate to certain facts in order to avoid litigation.
The proposec
stipulation pertained to Ayrshire’s ownership and control of the
sources of mine drainage and the accuracy of the Agency’ s effluent
measurements and water quality data. The Hearing Officer ordered thai
the parties, pursuant to PCB Procedural Rule 333, submit a Stipulatioz
of Facts Material to Controversy; that each party submit written
arquinent on the issue of an appropriate ranedy; and
that the Parties
aabmit to the Board a plan for abating the contaminated mine drainage,
tncl.uding time schedules and costs.
In the event the Parties failed
to reach an agreement on a proposed control plan, an additional hearit
wa to be held solely on the issue of abatement
The terms of the
proposed stipulation and the Hearing Officer’s order were
announced
at
the public hearing in Marion, Illinois on November 22, 1971.
Members of the public were afforded an opportunity to comment on the
allegations of the Agency’s complaint and the proposed settlement.
4—415

The Parties have submitted the Stipulation of Pacts; have
requested that no cease and desist order be entered and have filed
written arguments on the issue of appropriate penalty. After meetings
between the parties, Ayrshire submitted to the Board on March 23,
1972, its proposed abatement plan. On April
11, 1972, the Agency
stated its agreement with the proposed control strategy.
We find that Ayrshire, by carelessly maintaining and improperly
controlling these sources of contaminated mine drainage has caused,
threatened and allowed the discharge ~f contaminants so as to tend
to cause water pollution of the South Fork of the Saline River. Flow-
ever, in view of the proposed abatement program discussed below,
we decline to enter a cease and desist order at this time. We
impose a $1,000.00 penalty for violation of Section 12(a) of the
Act as aforesaid. We approve the Plan of Abatement of this contaminated
mine drainage. Our action is based on the following considerations:
In 1946, Ayrshire purchased the Delta Mine from its original
operators. When Ayrshire assumed control of the mine, it also assumed
control of a coal mine preparation plant used for sizing and washing
extracted minerals. This preparation plant generated a waste product
known as “gob”, consisting of shales, clays, coal fines and other
refuse materials produced by the cleaning of mined coal. Gob contains
iron sulphide, also known as “pyrites”, capable upon exposure to air of
oxidizing to form sulphuric acid which is then transported by water
moving over and through the refuse area. This acid drainage can
also pick up other mineral contaminants as
it
flows and, upon reaching
streams in sufficient quantity and concentration,
can
be toxic to
aquatic life, produce discoloration
and render water unsuitable
for
public use.
Prior to and after Ayrshire’s assumption of control of this
mined area, gob was piLed in large heaps around the preparation plant.
Likewise, overturned earth, “overburden”, from the strip mining opera--
tion was cast in this area to form “spoil banks”.
These gob piles
and spoil banks which Ayrshire inherited and to the growth of which
Ayrshire contributed, constitute a source of contaminated mine drain-
age to the South Fork of the Saline River and led to the prosecution
of this case (Stipulation of Facts, as amended, Page 1)
As Ayrshire states,
the gob piles probably became a source of
contamination almost immediately after their formation in the early
1940’s and continued as such during the 1950’s and 1960’s
(Respondent’s
Argument, pp.
5-6). In 1965, the Company became aware of state
regu-
lations with respect to water pollution, and an effluent abatement
program was initiated.
The abatement efforts begun in July, 1965, consisted of an
attempt to
eliminate acid mine drainage (at-source control rather
than
treatment), by preventing air and water from contacting the gob.
Several laudable steps were taken:
4
4W

(a) Gob
from the Delta Mine
was no
longer used for
construction of haulage and county roads;
(b) All gob generated from the preparation plant after
the
control plan was initiated was buried.
(c) Existing gob
piles
were covered with two
to four
feet
of earth in an attempt to seal them;
(d) Water was diverted
from gob areas and run-off water
from these areas collected in a ditch (completed
March, 1970)
and
pumped back for use in the
prepara~
tion plant, or impounded and diluted before release
(~CoilectionDitch” plan);
~e) Monthly progress reports were made to
the
Sanitary
Water Board.
These control efforts were successful
in mitigating contaminated
drainage to the Middle Fork of the Saline River, but pollutional
drainage to the South Fork from the gob piles have continued to the
present. The water quality of these discharges
is
not disputed.
(Stip-
ulation of Facts).
As
a standard of comparison, it should be noted that
PCB Regulations, Chap.
ill,
Water Pollution, Part IV, sets an effluent
standard
for manufacturing and processing
sources of 2 mg/i
total iron
and a pH range of 5 to 10. The Board is proposing an effluent standard
applicable to mine drainage of
7
mg/i total iron and a pH
of
5-10
(#R71—25)
The discharge
points on
which the Agency
conducted effluent
san~piing are located primarily below
the county road
which forms the
back
side of
the Collection Ditch and through which most of the con-
taminated drainage occurs. These points
are situated
generally
off
of
the mine property.
An Agency
engineer
on august
59
1971
made the
following
observa-
tions
and collected
the
following water quality saxnples~
(a) At
discharge
point
D-6 (overflow
arid
seepage
from the
collection sump
in the Collection Ditch), the water
was anther in color and the bed was covered with rusty
orange deposits~~ The water had a
pH of 3
and an iron
content of 140
ppm. The pump
designed to drain this
collection sump was not in operation. The discharge
flow rate
was
approximately 250 gallons per minute
(gpm);
(b) Point D-2 had a pH of 2.7
and
an iron
concentration of
102 ppm. The discharge here flowed at approximately
5 gpm
(earlier samples estimate the flow to be up
to
25 gpm);

(c) Point D-5 had a pH
of
3,3 and an iron concentration of
18 ppm. The
bed under the flow was a rusty color.
This discharge point is outside the mine property;
(d) This sample was collected where discharge points
D—6 and
0-7
combine outside the mined area. The diuch
here
flows southward to
the River and contained amber
colored water, with rusty orange bottom deposits and
coal fines on the bed. The drainage flowing at 400 gym
ned a pH of 2.9 and an iron level of 65 ppm.
Coal fines
were observed in the field adjaceric, to the drainage ditch;
~)
Point 0—8 heyond the mined area ad a flow of 20 gpu.
pH of 3.4 and an loon level o.f 2.4 ppm,
Samples taken at these discharge points on July 2
.19
7.1 were
amproxemately the same.
On June 18, 1971, this Agency inspector sampled the water quality
t
the uuzh Lor’~ ~ ~ Sal~u. liver upstr~an
to
doc7’u~trEau t~n’ tt~
en rance point of the mi~nedrainage ditches (Pelta Dit.ches)
These
pies showed no appreciable impact from the mine drainage on that
particular date, At this time, effluent
samplhnq
of the discharge
tombs reflected the same poor quality of the previously dis cuSsed
samples.
Mi. Robert Gates of the igency, on April 29, 1971, made observa-
tions and took water quality samples ap~rox:Lmatieg those yreurously
discussed9 except for the flow rate of Point b—6 which was only five
aliens nt~r unu~ Tlo pump qr~~ch
~~.ouiO
r’meuc~ rn.~.
qea~ti~-v of di”—
charge trom tries point was en operateo.n on that Cate.
Samples ta~.en by a third agency enspector on September 11, 19 19
September 21., 1970 and November 16, 1970 reflect the flow rate of 019
to vary from .50 to 200 gallons per minute.
The water quality on these
dates approximates that of previously discussed. sampling periods.
Similarly, photographs taken
by
the Agency, (Exhioit .5) reflect dis-
coloration and bottom deposits in the drainage ditches.
The control pi:ogram, begun
iii
1965, failed in part: largely be~
cause of the unworkability of the ‘~Col1ection Ditch~ plan .5 or pre-
venting run—off water from the mine site, although an additional
discharge source, Poent 0—7, originated in :~97l, This Is seepage
from a strip pit north of the county road which became contaminated
with acid water. The Collection Ditch, from the beginning, did not
function properly for several reasons:
(a) The collection sump in the Ditch was located next to a
railroad bed; if the strip wee lowered to a depth adequate
to collect the volume of rue—off water, the fill material
supporting the railroad track would slide. To prevent this,
the collection strap was maintained at a high level,. depr:! ving

it of surge capacity and allowing overflow during a
heath’ rainfall (Point 0—6) 9 or when the pump was shut
down for repairs~
(Is)
The water which the sump could contain exerted hydraulth:
press nrc 3r~ the cc:uni:.v ;:oad ~whichi~formed. ttie sout.h
.~
ide of
the sumne., causing conti .r.~uous seepage through the m.cad
hen
C
t:he source u~
.~
.s evera
.
dimmch,arqe tOiTlt:S ~:
~:
~
.i SOt) foot layer: nit
t,~e.rt
rook ~‘;th,ch “m.robably should
,
~1e
i
C
‘~
L’iCSE’d
‘~s
C
i~tru~t~
1i
~t ‘
t~ (iL
~Il
(
~
~
~.;
e~i:•c:e~~er:t
, Page 12~.cr~i.,reed ~
to eack
Lip in: tt:e p.ol ~~
~
t.ih:Lc~~~.
, :i.:ri turn ,. caused the
.~)itch ~ Th ~ii ~
a ad1 :nent. .
tttte, n:roiuc::~.~.n.5 E55t95~
~ c~rr
ci
~ 2 ~
r
~i
a ~
tttc’
fl
:~9CffT9~
j:oints
2 ,
~.
,~ ~,arhL.
~
hOe fithL ~.9~5p ~19 Ayr ire a n~t~oi program initiated
In
19 70
.,
appears tu bate been poorly des tpn.ed and 1: ad,iyrrnc:Ln.tained.
‘P
7
c
p j
a
t
cc
C~ i01
‘91 1 ama 0. on Oh a’c’ 0 to tot ~.. as 1:1 on Dtttcti ted pump imp’ an a tern we~~o ferret ion—
7C1
(
~m
~C1i
a..
1..
V ~O
~ 7.
~
T
,
0
1:
00 tiTle oont.nuecl. unacceptab LII
oil :Lty c~:l .its nit e chral.r~age
1
a’
I
cI..~rr
ii~
I
~‘
..~
C
...
U
I
C
~
77.~..
1~
7..
on Ar:i. 1 2 9
1,9 71 ‘~~“m
.7 1~~5of: •tti~ Acre:ncy ma Ce an ins pa 001., on of
m.1.
011 ii
t:c’
o cirm,un f.T(~
his ohs e.rvati one to the (,mmea,nv.
Stir’ —
cr1 ati.om-r of Fee 19
‘~pc.
(i
c’r’ ‘a Argument. :Lnbi sates Ayes S Ire
eat aware tO. at the Co .11. a c:~0It:::r, I) :i.0 oh
‘~C no t.’. fur7 o 0 macn.
oar i.y’
I
torn the
05
1
~
0
V
C
Id
nk.enarr.t.iJ. t.Ii a fa.ia’.o of ~J:e acri;
IIC.:. 11
p1 o’~e r~p cod a. a et’Li.er:erct.
aoh
of tnt a anipI ~i C. Is eli. at cre po in to
I
tori: tic a mires C ‘a rae. It 1.nws
I
rimo ,•
~ a. Ci tote: a nO job, In turn, f low ITO tee tIn 10 to toe S cobb
.19
~
~aii no ~tim’ a:.
~
of 1:9e ~ e Cit charge pciflt’.s ~
;cg a
nab
1~~i
‘es
j
U
1
7 ~
~
a)
rca,:
ç
i~ ~
var,1T’ usi.: tt& rcie’r;
Ace ct is u~nusUt. v toam C to aquatic
1.1. :19 and c.a•n be eas.:Liy flushed. down the :...~..e1iea
I
a lucrs after a heavy
Y.1
~iI
(
a
C
IOU
‘‘ r
~C ~
o
~
I
I
,~ a
aic
107.1’5
0
.0 undred go 1.10 10 05 r 05 :Ut:e) 0 as no con: ~cjS 01: ~
:t to a South Ooric
~
clans Actors
9as~ as too ores ant rec;mrd ..;:~ Opn SerUca fbasEid. 0:
C:no a ampes .
.In,i Is it
n a pa riced nE Cr ought and tirefi. ow In the .South
7..
1
‘‘
~
es
pa
S
7. 5
.,
I
S tO
C_c
cc
~‘
Ic
..
I
dilutIon oanacitv
the ii .0 that the South Fork is a email ::‘iver erth
159.01011.0 aim eta tine sac ac.i On , Instant ma One has arC posed by then a
0
1
105 c~’~
C
cy cc
r
~
a
~
.,( 1
._‘~“
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0..
7..
,~_.
177
.7
_,
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7-
“~_4L...
7
7
I
I

Saline River. Additional contingencies are whether the pump in the
Collection Ditch is working and
whether
the sump is overflowing.
The fluctuations of weather and the vagaries of mechanical failure cannot
control
protection of
the
waters of Illinois.
By this opinion, we do not hold that the mere presence of a poten-
tial source of water pollutants on the land
necessarily constitutes a
“threat” of water
pollution in violation of
Section 12(a) of the Act,
Nor does the threatened discharae of any kind of contaminants into
the
waters
of
Illinois
necessarily “tend to cause water
pollution”.
Rather, where ss here, a large source of toxic contaminants is deposited
or is maintained on the land in close proximity to the waters ci lil:..~
no.ls. which contaminants can readily reach the waters of the state
in such quanta ties and ooncentrr’cteons or under such conditions as to
cause po.LJ..ute~:m of those waters , the. risk c:t poilution becomes unrea-
sonable and constltutes an unlawful threat within the raeanl ncr of the
Environmental Protection Ant.
(See Environmental Protection, Agency v~
Soil Enrichment Materials
n, PC3 ~719272)
Pa find no evidence that. Ay:cshire nas caused a. vsolatIon of
SWB—l4 or has “caused” Water po:Liution in violation of Section 12(a)
of the Act. While the Delta drainage unquestionably produces seaimen~’
tat~o arc toicora depoarts to Ian Piccesi-a
L.7 Ccentiorea ~n5 na: a
very low pH, there are no facts before us which would indicate tiler:
the Delta litches are “eatar~ o~ :l~iais’
anna7
toe mearlig 05
and the Environmental Protection Act. Whale discharning pollutants
into a
stream
that
is an
“open
sewer”
may
be wcj.swfu1L (Environmental
Protection Agency
v,
City of Ithampaign, ECE 171--IS) , contaminatinci
‘the waters of an open sewer that is a sewer is generally permissible
(Sc Lnv~ronraentel Prote~tion ,-qerc~
~on pars anmpan~, to’- , Pcn3
r~70-49). The
Agency proceeded
as if an
total
ignorance of th~ ~ppe~
case arid, a few cursory conclusions aside, made
no
reference to whather
c:r not any or all of the Delta Ditches constitutes a
stream. Under~
standably, Respondent remaired selent on this point.
Also, Ayrshire
has not, on the evidence before us, caused water pollution of the South
Fork
of
the Saline River.
The water quality data (one measurement)
shows the Delta Ditch
drainage to
exert
no demonstrable impact
on
tne South Fork on the date of that sample.
Nor has Respondent “deposited contaminants on the land so as tee
-.oreate a water pollution hazard” in violation of SectIon 12
(d)
of
the
Act.
The
Stipulation of Facts states that toe ‘discharges arise
from
gob piles and cast material deposited prior
to July 1? 1970, the dIes-
tive
date of the Act. Had these contaminatang gob piles and spoil banks
been deposited or enlarged subsequent
to
that date, Respondent might be
in
violation
of Section
12(d),
Ayrshire ‘ s proposed abatement program appears to
be an
effective
strategy to eliminate the “threat” of water pollution.
It encompasses
the grading of refuse piles to prevent water from ponding on them;
4 —
420

covering refuse areas with
earth
to seal them;
lowering
the Collec-
tion
Ditch to ease ti-ic hydraulic pressure on the
county
road
through
woich
seepage escapes to the South Fork; constructing an interception
ditch to reduce
the flow into the
Collection Ditch; and improving the
sump and pump system in
the
Collection Ditch,
thus more
effectively
directing run—off water back to
the
preparation olant.
The system,
if
successful, should prevent
ccntaminated
drainage :Erom leaving the
mine site. To prevent erosion,
revegetation
of the covered
refuse
area is planned, This
should
stabilize the cover and help maintain
the control system.
Finally, It should. he noted that. the Sa.i±OC River Basin has faced
this hazard of toxic Delta Mine drainage for years despite prolonged,
costly (approximately $300,000.00 by .19 72) but only sartially successful
control efforts,
This is dramatic evidence .of the need for environmen—
tat, planning t.o prevent the creation of mine--related water pollution
sources.
(See IF? 1-25, Hine-related Polluticn, Proposed Regulations)
This opinion constctutes the findings of fact and conclusions
of law c~fthe Board.
ORDER
I. All provisions of the stipulated Plan of Abatement for
delta Mine Drainage dated March 21,. 1972 are hereby
adopted. and made a nart of this Order.
Respondent
Avrshire shall comply with all terms of said Plan of
Abatement. respecting but not limited to the followinq
abatement procedures:
(a) Ayrshire shall construct a Contour Collecting
Ditch to direct runoff into the present Collecting
Ditch so that only runoff from undisturbed land will
be permitted to drain into the
0-2
water sampling
station.
This shall be completed by hay 1, 1972,
(b) Ayrshire shall lower the water level in the Present
Collecting :Ditch by deepening said Ditch five feet
or more and maintaining a minlmum bottom width of
ten feet: so as to prevent seepage through the county
road into drainage areas 0-2, 0—S. D-4 and 0-5,
This shall .oe completed by August 1, 1972,
(c) Ayrshire shall construct a 500,000 gallon surnp at the
end of the Present Collecting Ditch and shall maintain
said. sump at a sufficiently
low elevation to eliminate
seepage through the county road
from
the swap. Said
suxap shall be drained by mear~sof an electric pump
with a
capacity of 1,000 gpm which shall
he supported by
duplicate spare pump. This shall he completed by August
1972,
4 — 421

(:3,)
The Present lump shall be. backlilled,
‘graded and.
covered with four feet of dirt
upon completion
of
the sung required
by
par.,l(dbf the Order, so as to
eliminate mine drainage from
seeping through the
±‘Ill material into the 0—9 sampling station.
This shall be ~~‘.n’cr1rric’t7’cby August. 1, 1972
(a)
Ayr.snire shall construct a 30 , 000 gallon Collect-ins’
Sump,~dra.ined. by an eiectr’erc p’ueng of 500 gprn capa’—
city
with
a. cop .r...ic a to .0 ac.s‘--up’ pump so as
. e.Lama an be
mine d.ra:.L:nacre from a arspi icc; eta thor 0—-? .
Tb is she.
ne completed to Se terirlber 1, 1 ?‘72,,
f
AynsL: inc. s’hal 1. constr ‘aol: a’:: tuner Contour Ccii: cinc~
‘Di ‘t:c’:Li “aral IL alto
the. Collloctlnc: Di t.~ch so .r~snn
~o J er
~n I “ C
iC L.LI~’’~”
ove’rburcl.er: near: t.hc: Co:Lcot..i g DItch ,- reducreth a
1. lilt.
,,
i
it-c
~iJ
-
p
I a
ci
d a’:: :1 na pa
I
roe: :; err. ~n1.1 an’ .s ‘hat I cusP—I,;
p.~..4
.9
.
Th.:s a hal I be complete:. Ian L1ove~nberr .1.
15 72.
;‘~~c~j~’-’
a:
c’,’9
ate depn.s. I ted. n’riti’;,m:,”,n the ‘IJ’repe,r CIonto’ur
‘a
er.
~‘- “
nc
7
5
‘a,
c:;~arer’e,d ‘:‘~‘:(.‘I:.I:’:
cae~3:~ov’arb’u:~sde:’:, and tha: entire :‘:rn.r~
1
L
I
~7
F
‘to ti’.’te o:: I’Llcrc’t.i.n,r~ :1.a’lchaa,,
This .‘iifla..11 Ire
D”3” Dec’sTme era:
1, .r..n
/ a
(Ira
0:nc
ho In no Dec’entb en .31.. , .119 72 , Ityrs hi no. sInai 1 a ‘abr.:L 1.
,~
F
Iv
“~
—r
C
on
I :rie a 11 :no:cr: :: err’s:: IL Ia:
et ~ct..ioas 0 fan C II)
(:1.)
,3I.,iV.cFL,~1 ir’a she .1, IL dopers it a’ as ho ref use from tine ‘prererarre—’
tenon 3JJ.t.nt of “the Del.. i.e I”IIi.n’:::
n ~
open. ot
pa. I,: a n’7.
on oar said p1. t when. I Ili,’ed. with :‘:on”~eel. C.-- pmo~.::terC:
I
overoerr:de:’:
or In:: tore 1.’c.’rye:r,’b or 1., IL. 9’7 1,1.
try rca In no s’haIL. 1’, a era
a,
LII
a
F
‘a 0’~
“0
er ‘:1 eJ.i..
Order so. as~ to nr’ev.nnt eros ion of thaco:,at nc’I
1)
.Lu~tshl.
ncr aha ILl ::~.1bmit to t.h a Aenucy ~
.re porte’ o 1 a I fern ‘I:a. ‘hoera
:.r3,
etamp LIslenec an.:, or: an
:r.
S Or Cr.
(I)
‘L.Lpo.’r”r the on r.’c::1eta.:::’~.nI each ‘phas. a. o ‘I ‘ice ref ores .n .acr P1
era .OIb’a’hement., hyrshire eha’.l 1 con.duct coat. encrualLl.’tv
S
I
~, ,, —~
“p°
.-
aLL
v.
~,
.~
7 1
2
:‘h.nJ.3..rn’scerr:t t.hs resu. l.a eel’ a race s’a:mr.:i .tng ‘to the .i’Ir.cprnca~

2. By
November 1,
1972, Ayrsh~re shall have so
abated and
controlled that drainage from its
Delta Mine which
is the
subject of th±sproceeding that said drainage maintains a
pH range of 5 to 10,
and
a total iron concentration of
7
mg/i
and total
acid does not exceed total alkalinity.
Should said drainage fail to comply with such water quality,
by November 1, 1972, Ayrshire shall
impound and
treat
said drainage so as to
comply
with all applicable effluent
standards,
pending the completion of a permanent abatement
system. This
Par.
2 shall not apply to that drainage
to sampling stations D-B
and D-9.
3. Notwithstanding the above paragraphs of this Order, Ayrshire
shall comply with any Rules and
Regulations for the Control
of Mine Related Pollution adopted pursuant to pending pro-
ceedings in IR7l—25. This par. 3 shall not apply to the
effluent concentrations of discharges to sampling stations
controlled
by par. 2 of this Order until November 1, 1972.
This par. 3 shall not apply to the effluent concentrations
of discharges to sampling stations D-8
and D-9 until
further
Order of this Board
pursuant to par. 1(h) of this Order.
4. Ayrshire shall post with the Agency on or before June 1,
1972 in a form satisfactory to the Agency, abnd in an
amount
equal to the cost of its Plan of
Abatement except
for
points
D-2 and D-9,
which
amount
shall be forfeited
to the State of Illinois in the event the conditions of
this Order are not met. The amount of said bond shall be
substantiated by detailed supporting cost estimates sub-
mitted to the Agency.
5. Ayrshire shall pay
to the State of Illinois, on or before
June 1, 1972, the san of $1,000.00 as a penalty for
violation of Section 12(a) of the Environmental
Protection
Act,
as aforestated.
1, Christan Moffett, Clerk of
the Pollution C8ntrol Board, certify
that the above Opinion was adopted on the
~as
day
of April, 1972,
byavoteof4~,to
o
624a~I~&4t
4—423

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