1. a. Water levels in the fill rise high enough thatleachate springs appear; and
      2. of this Order.

ENVIROW’4ENTAL
PROTECTIOM
AGERD ~
MR.
JAMES
RUBIN,
ASSISTANT
ATJORNEY
GENER~iL
APPEARED
ON
BEHALF
OF
COMPLAINANT
MESSRS
KEVIN
M~ FORDE
AND
T
THE000RE
MEYER
APPEARED
ON
BEHALF
OF
RESPONOEN~I
OPINION
AND
ORDRD
OF
THE
BOARD
‘BY
SAMUEL
~
IAWTON,
JR
sarr’
A
~a
iso.
Re
rd~r
~ns
aid
opera
~
a
thirtv~aore
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)endfsI~
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a~ ab~ndoned
san2
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)n
Paos
HiIs,
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~rt
rs
whicU
re
CIVOS
the
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id
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03
~r
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ners
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nrc
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is
—2

6.
The pollution of the waters of Illinois by leachate from
the landfill site in violation of Section 12(a)
of the
Act.
Public hearings were held on October
16,
1971 and on December 4,
1971.
On July
15,
1972,
the parties stipulated to certain facts
and stated their intention to propose a settlement and plan of abate-
ment,
pursuant to PCB Procedural Rule 333.
The Hearing Officer
afforded opportunity for public comment on the settlement as tenta-
tively proposed on July 15,
1972.
The parties reached final agree-
inent on a settlement on September 12,
1972,
which proposal contained
the additional provision of a system for the monitoring of drainage
from
the
landfill site.
Under the proposal which we approve,
the
site will be completely filled and stabilized within approximately
one year, will no longer be used for landfill operation and will
revert
to
the Forest Preserve District upon completion of the fill-
ing operation.
We approve the settlement and plan of abatement as proposed.
A discussion of the pollution caused by Respondent~slandfill, the
violations alleged and the reasons for the Board~sapproval of
the
settlement agreement are set forth below.
With
respect
to
the
alleged
violations,
the
stipulation
appears
to
provide
that
the
Board
should
determine
whether,
on
the
basis
of
the
evidence
introduced
at
the
hearing
on
October
16,
1971,
Respon-
dent
has
violated
Section
9(a)
of
the
Act.
While
the
parties
have
agreed
that
the
water
pollution allegations
will
be
withdrawn,
the
stipulation
recites
the
air
pollution
charges
and
Respondent~s
denial
of
them
and
stress
merely
that
the
parties
are
agreed
that
no
further
evidence
on
the
issue
of odors will he presented.
On
the basis of ample testimony that this site emits foul
and
nausea-
ting odors which disturb persons travelling on the highways adja-
cent to the site
(R.
51,
59,
62,
64,
69,
73,
76,
84,
91,
93, 198—
99,
204—05)
and disturbs persons who live in the vicinity of the
landfill
CR.
89,
168-69), we find
a violation of Section 9(a)
of the
Act.
Respondent admits violation of Section
21(b)
of
the Act and
of Rules 3.04,
4,03(a),
5.07 and 5.07(a)
of the Refuse Rules
(Stip-
ulation), pertaining to open dumping and the failure to provide
adequate cover and the failure to provide the required fencing.
Respondent denies the allegations of water pollution, and the Agency
has withdrawn these allegations in consideration of Respondent’s
Agreement to re-design the landfill in a manner so as to prevent
water pollution and to monitor ground water quality.
The plan to control water pollution from the landfill is based
on an engineering study which demonstrates that water flows south-
ward
from
the
site
to
the
Cal
Sag
Channel
at
the
rate of one—quarter

to
oie
JoeL
per
day
OL~ervaLion weas
drilled
a~ p~r’- of
t~e study
indicate some co.iIamina~iorof this
eater
(R.30
~30
Tb
rrovi~
sions
for
leachate
abatement
and
final
closi~
—‘-
of
he
Ian lull
are
specified
in
detail in the stipulation.
Since these pro
azone will
be incorporated
in
full
in
our order, they
are
set
forth
~
Lr
below
~‘
LEAC HATE
ABATEMENT
PROGRAM
A plan has been
devised
to
minimize
leachate
production
from the
landfill,
allow
the leachate which
is
produced
to
flow
through
areas
where its impact will be minimal,
provide
a system for emergency leachate collection,
and
establish
a
monitoring well system in
the
suspected
direction
of
leachate
movement.
Specifically, the plan involves:
1.
Establishment of a final refuse lift_to_create_slope
e entire len th of the Iandfill
This lift ~eil1oe carefully compacted and covered witi
two feet of earth.
The cover will be graded to conforir
with the fina
contours shown in F~gore2A,
of
the
stipulation
This a~tiorsI~ieminrmize or~cipiatao~runoff frLm the
t~
o~ the
l~nsri_~
there~y
do
r~
us
‘A
amoun~ of
eater
enternic
~
e
r
fuse
I
~
c
p~
u ~h
r
~s
nm
ar-u
wa
-~ra
~nn
am
‘-
~
~e
nruC
ular~
4~a
r
ra’~e~
~
nor~-J
~rr
s~
i~
a c~f~
Ce
re~
~?
:t
nrop
3
~o
c
~ata~
ret
r~ no
~a
~
:)o
c)~
~ vemnr
t~~o
at
a
nr
l~nula~ein
~
-,
-
Pc
os u
~
r
tb
-
T
-
aZe
1r~ w J
e
at -cc
ca
or
a)
arou
t~c
laid~m~,
ins
oa2
of
ro~d~
are
t~a~r~ iext
to
~rl/or
ir
o
toe
raru
a~ b
e
~nc
3.
Instailati n of an Imperrneaol~.oiay
~i
er it
~he east
~
~~Ey
TIl~
m:ni~~e~
~EII~
portion
~
____
____
This liner
will
prevent
normal
ground
water
movement
through
the
refuse
fill
and
virtually
eliminate
vertical
5
447

leachate seepage to the bedrock.
The liner has been
constructed under the direct supervision of Walter H.
Flood and Co.,
Inc.
of
Chicago.
The top elevation of the
liner along the east wall
is apprcximateiy 600 to 610
feet.
The liner
is a minimum of
$ feet thick
and probably
has a maximum permeability of 10-2 gpd/ft.2.
The floor at the southern end of the landfill
is
under-
lain
by
a minimum thickness of
8
feet, hut usually at
least 15 feet of undisturbed highly compacted clayey
or silty till.
Sand
above this
till
is
being removed
so that
the
refuse will rest directly on the highly un—
aermeable mater~a1.
The
south
and southwest walls of
the.
landfill will not
be
lined.
This will pe~it leachate to move from the
southern
section of the
fill
throucth
the
southern
and
western
outwash
sands.
By
thus
maximizing
the
cross—
aectional
area
throush
which
water
can
move
from
the
re’~
fused
the
appearance
oi
leachate
springs
will
:o~pre~
eluded.
Further,
widening
and
lengthening
the
:Leachate
f:Lo-,;rpath
will
permit
the
maximum
amount
of
leachate
terre—
vation
through
dilution,
dispersion
and
oxidation.
All
~eachate
generated
from.
a
:Landfil:L
of
this
design
will
originate
as
precipitation
infiltration,
Thus,
no
more
ieacioate
will
be
produced
with
out
liners
on
the
southwest
and
than
If
the
iandi ill
were
completely
lined.
However,
without
the
amer
r
toe
entire
tflicrne ss
of
the
refuse
will
be
flushed
through
the
southern
and
western
outwash
sands,
lowering
the
fluid
potential
at
the
southern
end
of
the
landfill.
This
will
induce
at
least
some
of
the
leachate
bottled
up
in
the
northern
and
central
sections
of
the
f:Lii to
drain
southward
rather
than
spilling
over
the
side
liners
into
the
outwash
sands.
4oththeas~et~in~-
finished sections of the south
and
west wails of the iand—
iii
These lines will consist
of perforated pipe with
a sand
covet and will both slope towards the southwest corner
of
the
pith
The drain
lines will both
be connected
to
a
riser
pipe at the
southwest corner,
The riser will
extend
above
the surface of the final landfill
cover.
This system will permit
leachate
to be drained from the
southern section of the landfill in
the future by
pump-
ing
from
the
riser
ripe.
Such
action
could
only
be
warranted in the unforeseen event that:

a.
Water levels
in the fill rise high enough that
leachate springs
appear; and
b.
the leachate contamination of adjacent ground
waters becomes unacceptable for land use.
5.
Installation of
a monitor well system in the path where
leachate movement is anticipated.
Monitor points mostly consisting of 1—1/2 inch diameter
plastic pipe with
4 foot screened inlets at locations
shown on Figure 2.
The wells at the corners of the
landfill property and south of 111th Street have been
constructed in pairs.
At each of these locations, one
well is finished in the outwash or floodplain material
above the drift, while the second extends to the top of
the dolomite.
‘Iwo
additional shallow wells will be drilled into the outwash
sand west of Mannheirn Road
(locations shown on Figure
2)
Well FPI will be flushed out to permit sampling, or it
will be redrilled.
This will permit monitoring of water
levels and water quality in the gaps which currently exist
along the section through which leachate movement is
anticipated.
In
summary,
the control program provides for the clay sealing
of the floor at the southern end of the site where filling
is still
in progress and of a portion of the walls of the landfill,
to reduce
the quantity of surface water entering and percolating through the
refuse area, and to prevent contaminated water from flowin9 out of
the area.
The floor seal
is to be constructed so that drainwater
leaching through and accumulating
in the site at the south end of the
landfill will be cleaned of its contaminants by gradually filtering
through the sand,
silts and clays naturally present in that area
(R.302-03).
The water, after this planned renovation, will drain
into the Cal Sag Channel.
In addition to reducing the side entry
of water into the site and controlling the subsurface drainage away
from the landfill, the plan calls for sloping the landfill surface
so that precipitation will not collect in pools,
thereby reducing
the opportunity
for rainfall to infiltrate the landfill.
The graded
surface,
over the completed portions of the landfill, will consist
of a two—foot compacted layer of impermeable clay capped with
a one-
foot layer of humus material to support vegetationç
(R.307) which
will
terminate
the
odor
nuisance
that
has
been
the
chief
source
of
complaint
by contiguous residents.
Pursuant
to the agreement, Respondent
is also to drill observa-
tion wells to monitor the quality of water flowing away from the
landfill.
—5—

The control program is to be finalized by the “fall of
1973”
upon the complete filling of the landfill.
(Stipulation,
p.
4).
Since the Board may not grant a variance in excess of one
year,
the proposed control program and monitoring wells are to be
completed before September 26,
1973 o~on the date of completion
of
the filling of
the landfill, whichever comes first.
Finally,
the stipulation leaves the issue of penalty
to Board resolution,
The evidence of the unlawful and unsanitary
operation of this landfill would normally call for a penalty far
in excess of the $2,500.00 we assess,
A
penalty is imposed to
assure that Respondent not profit from its pollutional-causing
activities and to deter others from violating the law.
Respondent
must not gain financially from its admitted failure
to apply the
required covering and stabllization and from the deferring of fence
construction necessary to control the scattering of debris. W~
are not unaware of the delay in compliance with the relevant
regulations and the degree of nuisance imposed on the community.
However,
in arriving at the penalty assessed, we do take into con-
sideration Respondent’s comprehensive implementation plan for ,abate-
ment of air and water pollution,
the installation and costs antici-
pated,
the monitoring program proposed and the prospective assurance
that
the Regulations will be
complied
with.
Since
this
program
is
total in concept and arrived at by agreement of the parties after
extended public hearings, we are not disposed to set it aside nor
to
conduct
further hearings on the
matter
of penalty.
Our assess-
ment
of
penalty
is
in
consideration
of
all
of
the
foregoing
factors
See
~
#70-34,
Opinion
dated
May
3,
1972,
We approve the stipulation and proposal for final settlement
as submitted,
the provisions of which will be incorporated in our
order,
A
penalty
in
the
amount
of
$2,500.00
is
assessed
for
the
causing
of
air
pollution
in
violation
of
Section
9(a)
of
the
Act
and
the
violation
of
the
Rules
and
Statutes
in
respect
to
open
dumping,
failure
to
cover, and
to
provide fencing,as
charged
in
the
complaint.
This
opinion
constitutes
the
findings
of fact and conclusions
of
law
of
the
Board.
IT
IS HEREBY ORDERED:
1.
The Stipulation and Proposal for Settlement of
the
parties is hereby approved and incorporated by
reference in full as paragraph 1 of this order.
2.
Respondent shall cease and desist all violation of
Sections 9(a) and 21(b)
of the Environmental Protection
Act and of Rules 3.04,
4.03(a),
5.07 and 5,07(a)
of
—6—
450

the
Rules
and
Regulations
for
Refuse
Disposal
Sites
and
Facilities
and
shall
completely
grade,
fill
and
cover
the
entire
refuse
site
with
a
two
foot
layer
of
impermeable
clay
capped
with
a
one-foot
layer
of
humus
material
to
support
vegetation.
3.
Respondent
shall
pay
to
the
State
of
Illinois
within
thirty-five
days
from
the
date
hereof,
the
sum
of
$2,500.00
as a penalty for the violations found in
this
proceeding.
Penalty
payment
by
certified
check
or money order payable to the State of Illinois shall
be made
-to:
Fiscal Services Division,
Illinois
Environmental
Protection
Agency,
2200
Churchill
Drive,
Springfield,
Illinois
62706.
4.
Respondent
shall
complete
before
September
26,
1973
or
on the date of the complete filling of its landfill,
whichever
is
earlier,
construction
of
its
landfill
design
as
specified
in
Exhibit
“A”
of
this
proceeding and shall comply with all terms of
said
Exhibit
“A”.
5.
Respondent
shall
construct
and
maintain
observation
wells
at
its
landfill
as
provided
in
Exhibit”A”of
the
Stipulation
so
as
to
monitor
the
impact
of
drainage
from
the
landfill
on
the
ground
and
surface
waters
of
Illinois
and
shall
undertake
to
abate
any
pollution
of
the
waters
of
Illinois
from
said
drainage.
6.
Respondent
shall
file
with
the
Agency
monthly
reports
on
its
progress
toward
compliance
with
Parts
4
and
5
of
this
Order.
7.
Respondent
shall,
within
seven
days
of
the receipt of
this
Order,post
with
the
Agency
a
personal bond or
other
security
in
the
amount
of
$35,000.00,
to
be
sent
to
the
Fiscal
Services
Division,
Environmental
Protec-
tion
Agency,
2200
Churchill
Road,
Springfield,
Illinois
62706,
in
a
form
satisfactory
to
the
Agency
which
sum
shall
be
forfeited
to
the
State
of
Illinois
in
the
event
that
the
conditions
of
this
Order
are
not complied with.
1~r.
Dumelle
dissents.
I, Christan Moffett, Clerk of the Illinois Pollution Control Board,
certify
that
the
above
Opinion
and
Order
was
adopted
on
the
-
-
day of September,
1972, by
a vote of
-,1
to
,~‘
5
451

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