1. CERTIFICATE OF SERVICE
      2. RECYCLED PAPER CERTIFICATION
      3. Background
      4. Log No. 2001-362
      5. Status of 1996 Local Siting Approval
      6. Joyce L. Munie,L1’.E.Manager, Permit SectionBureau ofLand
      7. JLM:CMR:bjh\032991 .doc
  1. REVIEW1~ha~’jD
      1. established point.

~ECE~VED
LUEDERS,
LAW
OFFICES
ROBERTSON
&
KONZEN
LLC
1939
DELMAR
AVENUE
P.
0.
BOX
735
GRANITE
CITY,
ILLINOIS
ZIP CODE
62040-0735
618-876-8500
FAX
618-876-4534
JAN
8
2004
oLWT~OP~
CONTROL DOARO
rrobertson@Irklaw.corn
Ikonzen@Irklaw.corn
erobertson@Irklaw.corn
bkonzen@Irklaw.com
Isrnith@Irklaw.corn
Dorothy Gunn, Clerk
Illinois Pollution Control Board
100 W.
Randolph, Suite 11-500
Chicago, Illinois 60601
January 7, 2004
Dear Ms.
Gunn,
RE:
Saline County Landfill, Inc.
v.
1EPA
(Permit Appeal)
Enclosed
please
find
original
and
nine copies
of Petition
for
Review,
Notice
of Filing,
Certificate of Service, appearance, and
Recycled Paper Certification
regarding the above cause.
WESLEY
LUEDERS
-
1896-1957
RANDALL
ROBERTSON
LEO
H.
KONZEN
ERIC ROBERTSON
BRIAN
E.
KONZEN
LAUREN
K.
SMITH
v~
BrianE.
bk/rh
Enclosure-original
cc:
Service List
44494

RECENED
BEFORE TIlE ILLINOIS POLLUTION
CONTRO~1MbA1~I~004
bU~1t
Ur
~WI~U~
SALINE COUNTY LANDFILL, INC.,
)
p~u~j~
CONTROL
HOARD
)
PETITIONER,
)
)
V.
)
No.
PCB_________
)
(PERMIT
APPEAL)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
RESPONDENT.
)
APPEARANCE
I hereby file my
appearance
in
this
proceeding,
on behalf of Saline
County Landfill, Inc.,
Petitioner.
Brian E. Konzen, Esq.
“a’
Lueders, Robertson, Konzen & Fitzhenry
1939 Delmar,
P.O.
Box .735
Granite City, Illinois
62040
Phone:
(618) 876-8500
ARDCNo.: 06187626
35086

~ECE~VED
BEFORE
THE
ILLINOIS POLLUTION CONTROL
BOARDJAN
8
2004
SALINE COUNTY LANDFILL, INC.,
)
POLumopj
cONTROL ROAD
PETITIONER,
)
)
(PERMIT
APPEAL)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
RESPONDENT.
)
NOTICE OF FILING
To:
Division ofLegal Counsel
Illinois Environmental Protection Agency
1021
North Grand Avenue East
P.O.
Box
19276
Springfield, Illinois
62794-9276
Attention: John
Kim, Esq.
Please take notice that Ihave today filed with the Office ofthe Clerk ofthe Pollution Control
Board a Petition for Review on behalfof Saline County Landfill, Inc., and certificate of service, on
behalf ofSaline
County Landfill, Inc., copies of which are herewith served
upon
you.
Brian
E. Konzen, ~sq.
~‘~‘
Lueders, Robertson &
Konzen
1939 Delmar, P.O. Box
735
Granite City, Illinois 62040
Phone:
(618) 876-8500
ARDCNo.: 06187626
44493

RECE~VED
BEFORE THE
ILLINOIS POLLUTION CONTROL
BOARD
rJAN
8
2004
SALINE
COUNTY LANDFILL, INC.,
)
~ON
cONTROL BO~1)
PETITIONER,
)
)
(PERMIT APPEAL)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
RESPONDENT.
)
CERTIFICATE OF SERVICE
I, the undersigned, certify that I have served the attached Petition
for Review
on behalf of
Saline County Landfill, Inc., by overnight mailing upon the following persons on January~004.
John Kim, Esq.
Division of Legal Counsel
Illinois Environmental Protection Agency
1021 North Grand Avenue East
P.O.
Box
19276
Springfield, Illinois
62794-9276
Rod Wolf
State’s Attorney
iDE.
Poplar
Harrisburg, Illinois 62946
Bria~en
~
44493

RECEIVED
BEFORE THE ILLINOIS POLLUTION CONTROL
BOARD
8
2004
SALINE COUNTY LANDFILL, INC.,
)
~
OLWT~OP~
CONTROL ~OARO
PETITIONER,
)
)
(PERMIT APPEAL)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
RESPONDENT.
)
RECYCLED PAPER CERTIFICATION
I, the undersigned, verify that the foregoing pleadings or documents, filed with
the Illinois
~1J
Pollution
Control
Board Januaiy/-2~l~_,
2004,
were printed on
recycled paper,
per 35
III. Adm.
Code
101.302(g),
and
101.202.
Brian ~onzen
~
/
44493

Fu~VED
BEFORE THE
ILLINOIS POLLUTION CONTROL BO~
JAN
8
2004
SALINE
COUNTY LANDFILL, INC.,
)
POLUJTtON
CONTROL
aOARI)
)
PETITIONER,
)
)
(
V.
)
.
No.
PCB
I)
)
(Permit Appeal)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
)
RESPONDENT.
)
PETITION FOR
REVIEW OF PERMIT DENIAL PER
415
ILCS 40(a)(1)
COMES NOW Saline County Landfill, Inc., (SCLI), Petitioner,
and petitions for review of
the final decision of the Illinois Environmental Protection Act
(Agency), dated December
5,
2003,
attached.
1.
The Agency’s served by certified mailing dated December
5,
2003, its final decision on
Petitioner’s application
for permit under
415
ILCS
5/39.
Therefore,
this
appeal
is
timely filed.
2.
The
grounds
for
appeal
are
the
Petitioner
proved
the
proposed
53.2
acre
landfill
expansion will not cause a violation ofthe Illinois Environmental Protection Act, 415 ILCS
5/1, et
seq. nor cause a violation ofthe Board regulations, including
those set forth
in 35
Ill. Adm.
Code:
Chapter I.
35111. Adm.
Code 813.104(a).
3.
The sole justification
for permit denial
is the Agency’s allegation
in paragraph
1 of its
December
5,
2003 permit denial, that “The application did not provide proofoflocal siting approval
pursuant to
Section 39(c) ofthe Act.
The siting provided in the application expired.”
See attached.
4.
The Agency’s conclusion the
local
siting expired
is
erroneous
and
must be reversed,
because:

A.
The only
manner provided by statute,
by which
the
local siting could
expire, would be
for SCLI
to fail to apply to the Agency for a permit to develop the
landfill within three years of the date the County granted local
siting.
415
ILCS
5/39.2
(1).
In October,
1999,
within the three years allowed by 415 ILCS 5/39.2(f),
SCLI timely applied
for permit of the expansion air space approved by the Saline
County Board
on November 21,
1996.
B.
The Agency admitted only several months ago SCLI’s
local siting has
not expired.
See attached March 12, 2003 Agency correspondence signed by Joyce
Munie, PE,
as Manager of Permit
Section, Bureau ofLand.
C.
The Agency conceded before this Board
another local siting for SCLI
was unnecessary to
allow
an
expansion permit
to
issue
to
SCLI.
Therefore,
the
November21,
1996 local siting approval did not expire.
See attached Board Opinion
in PCB 02-108, dated May 16,2002, page
19.
D.
The November 21,
1996 local
siting approval could not have expired,
because the Agency shortly
thereafter permitted for development and
operation
a
portion ofthat locally approved expansion.
See attached permit dated December 3 1,
1996,
IEPA
log no.
1996-147.
The local
siting approval therefore
could not
have
expired due
to
failure
to
timely
apply for
a permit
under
415
ILCS
5/39.2(0—the
expansion approved for local
siting was partly permitted and partly filled.
5.
The attached December
5,
2003 permit denial is an unjustified, arbitrary,
capricious,
and
irreconcilablereversal from in the Agency’s long-standing interpretation of4l
5
ILCS
5/39.2(f).
See
attached March
12,
2003
correspondence signed by Joyce
Munie, PE,
as the Agency’s Manager,
Permit Section, Bureau of Land.
See further attached May 16, 2002
Opinion ofthis
Board in
PCB

02-108, page
19.
See further the attached review notes generated by the Agency, confirming the
Agency originallydecided to issue SCLI its requested expansion permit, beforethe Agency’s sudden
reversal of its longstanding interpretation of415 ILCS
5/39.2(f).
Now, therefore,
Saline County Landfill, Inc., Petitioner, requests the following relief:
A.
For anOrder accepting this petition for review as timely filed, and not
frivolous or duplicitous, pursuant to 415
ILCS 40(a)(1).
B.
For a reversal of the
attached December
5,
2003
permit
denial,
the
Agency’s final decision.
C.
For remand to the Agency,
with instructions
to issue
a permit instanter.
D.
For a summaryjudgment
in favor ofthe Petitioner.
Motion for summary
judgment to be
filed under separate cover pursuant
to 35
Ill.
Adm.
Code
101.5 16.
E.
For an order directing the Agency to file its entire record ofits decision
with
the Clerk of the Board
in
accordance
with
35111.
Adm.
Code
105.116
and
105.212.
F.
For such other
and
further
relief as
the Board
deems
fair, just,
and
equitable, within the powers ofthe Board
enumerated in 415 ILCS
5/5
and
5/40.
BY:
~
/~
Brian Konzen
~
7
Lueders, Robertson & Konzen
P. 0.
Box 735,
Granite City, IL
62040
618-876-8500
44446

V~-Ub—~UU~
H~l
11
‘~3AN
E
FAX
NO.
2177823258
P~
02
ILLINOIS
ENVIRONMENTAl.
PROTECIION
AGENCY
1021
NO~TII
G~ND AV1NUI~EAOI,
P.O. E~ox19276,
5r~INcrtrID,I1.IINOIS
(2794.927(~
J.v.’r~1~.
TI
1C)MI~sON
C~N1’E~,
1(10Wc~r
RANI~oI
Ti,
S~r
11 -3OO~CIIC’,~CO,II. 60601
Ron
R.
81
AGC)JEVICH,
GOvLRNO~
RrNFt
CIPRIANO,
1)IRFCTCW.
217/524-3300
Certified Hail
December
5,
2003
7001
2510 0002
1281 7766
~a1ine
County Landfill, inc.
Atm:
Marty
Grant
and Danny Bowman
S000 Whitcsvillc
Road
I arrisbiirg,
Illinois
62946
Re:
165~08000l
--
Saline County
Saline County Landfill
LogNo. 2003-113
Permit
File
Jicor
Mr.
Grant:
This will
acknowledge receipt ofyour Application for Permit to modify the development and
operation ofthe
above referenced solid waste
management,
dated April
~,
2003, October 2, 2003,
October 8, 2003, October 27, 2003 andNovember 26, 2003 and received by the IllinoisEPA
on
April 7, 2003, October 2, 2003, October 9, 2003, October 28, 2003,
and November 26, 2003,
respectively.
Your
permit,
application for a significant modification of the
above referenced facility is
denied.
Specilleally, Application
Log No. 2003-113 contains a request
for
a lateral expansion of an existing
iiiunicipal
solid
waste landfill
referred to as Unit 2 of Saline County Landrill.
Yoa have
failed to provide proof that
granting
this permit would not icsult
in
violations
of
the
Illinois
I~iivironnicnta1Protection Act (Act).
Section
39(a)
of
the
Act.
415
LCS
5/39(a)l requires
tl~
illinois EPA to provide the applicant with specific reasons
for
the denial ofpermit.
The
following reason(s) arc
given:
1,
1he application
dRI not
provide
i~rooini
local
siting approval pursuant to Section 39(c) of the
Act.
The
siting provided
in the application expired.
Within 35
days
alter
the date olmailing of the Illinois
EPA’s
final decision, the applicant may
petition
for a hearing before the Illinois Polhition
Control Board to contest the decision oCthe
Illinois
EPA,
however,
the 35-day period
for petitioning
for a hearing may be extended
for a
period
of tulle
not
to exceed
90
days by
wril.teri notice
provided
to
the Board from the applicant and
the
Illinois EPA within the 35-day initial appeal period.
0
El (JIIl)
-.
4.102
Nc,III1 M.iin Stie’~,Rockford,
IL 6103
(IllS)
9(17.7/00
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DEC ~5
‘03 13:02
217?823258
P~GE.02

D~C-O~-20O3
FRI
11:24 AN
E
FAX NO~2177823258
P
03
Pat.:e 2
Sl1ould you
wish to reapply or have any questions
regarding this application, please
contact
(~risin~
1~oqueolmy staff at 217/524-32.99.
Sii
.lnyce
L. Mun~,P.E.
Manager,
Pcri4~it
Section
I~IIrI.~U
of
Land
if .M:CMj~:rnls\O327
I .doc
cc:
.Iol-un
W. Bossert, 1’.ti.
--
STS
Consultants,
Ltd.
DEC 05
‘03 13:02
2177823258
P~GE.03

ILLINOIS
ENVIRONMENTAL
PROTECTION AGENCY
1021
NORTH GRAND AVENUE
EAST,
P.O.
Box 19276,
SPRINGFIELD,
ILLINOIS
62794-9276
JAMES
R. THOMPSON
CENTER,
100
WEST RANDOLPH,
SUITE
11-300,
CHICAGO,
IL 60601
ROD
R.
BLAGOJEVICH,
GOVERNOR
RENEE
CIPRIANO,
DIRECTOR
217/524-3300
El
eding~,Law Of~ce
March
12,
2003
MA
MR
1
~
‘2003
Stephen F. Hedinger
R~CE
I
1225 South Sixth
Street
Springfield, Illinois
62703
Re:
1658080001
--
Saline County
Saline
County Landfill
Log
Nos. 1999-381
and
2001-362
Permit File
Dear Mr. Hedinger:
This
is in response
to
your letter,
dated December 12, 2002, concerning the above-referenced
landfill
and
the
permit
applications for it, designated bythe illinoisEPA
as
Log Nos.
1999-38 1
and
2001-362.
In
your
letter, you identify yourselfas the Special Assistant State’s Attorney for
Saline
County and
you indicate
that you do not
understand
what
Saline
County Landfill,
Inc.
(SCLI) is requesting inLog No.2001-362. You also
express
your opinion regarding the current
validity ofthe 1996 local siting approval grantedby the Saline
County
Board.
First, I wantto
thank
you for bringing
this
matter tomy attention
and
giving me an opportunity
to
provide clarification.
This
response letter gives background informationon the 1996 local siting
approval
and
onLogNo. 1999-381.
It also explainswhat is being requested in LogNo. 2001-
362
and
presents
our
view on the viability ofthe Saline
County
Board’s local siting approval.
Background
On November 21,
1996, the Saline County Board
granted
local siting approval for a lateral
expansion of
this landfill.
The application for siting
approval specified that there would
be
a 50-foot
separation
berm between
the existing waste footprint
(Unit
1) and
the
lateral
expansion footprint
(Unit
2).
The application for siting
approval also specified that the
separation berm
was
to be
constructed of clean soil and indicated that the
purpose ofthe
berm was
to isolate the waste from Unit
1
and Unit 2.
On October 8, 1999,
SCLI submitted
a permit application (Log No. 1999-381) to us
requesting
a development permit for
a lateral expansion.
As originally proposed in Log
No. 1999-381, the lateral
expansion was consistent with local siting approval.
However,
the original application had several technical
and regulatory
problems related to the
R0cEF0RD —4302
North Main
Street,
Rockford,
IL
61103
(815) 987-7760
DES
PLAINES
951
1 W.
Harrison
St.,
Des Plaines,
IL 60016— (847) 294-4000
ELGIN
595 South State,
Elgin,
IL 60123
—(847)
608-3131
PEORIA —5415
N. University
St.,
Peoria,
IL 61614— (309)
693-5463
BUREAU
OF
LAND
-
PEORIA
7620 N. University
St.,
Peoria
IL 61614— (309)
693-5462
CHAMPAIGN
2125 South
First Street, Champaign,
IL 61820— (217) 278-5800
SPRINGFIELD
—4500 S. Sixth Street
Rd., Springfield,
IL 62706
(217)
786-6892
COLLINSVILLE
2009 Mall Street,
Collinsville,
IL 62234 —(618) 346-5120
MARION
—2309 W. Main St.,
Suite
116, Marion, IL 62959
—1618) 993-7200
PRINTED ON
RECYCLED
PAPER

Page 2
separation berm
----
particularly with regard
to groundwater monitoring and
groundwater
modeling.
SCLI was made aware of these problems by way of draft denial letters.
On August 30,
2000, SCLI submitted an
addendum to
Log No.
1999-381 proposing a
redesign ofthe lateral expansion that eliminated the separation berm.
This addendum
cured
thepreviously identified problems associated
with the berm but the proposed
redesign was not, in our opinion, consistent with the
1996 local siting.
Upon being
informed that due to this
inconsistency we felt that we could not approve the redesign,
SCLI asked us to
deny Log No. 1999-38 1 so they could appeal our decision to the Illinois
Pollution Control Board.
On
January 4,
2002, we denied Log No.
1999-381
solely because the proposed lateral
expansion, without the separation berm, was
not consistent
with the
1996 local siting.
SCLI appealed
this
denial and
on May 16, 2002, the Illinois Pollution Control Board
affirmed our
decision.
Log No. 2001-362
On September 24, 2001, SCLI submitted Log No. 2001-362.
This
application requested
renewal of Permit No. 1996-147-LFM and was timely filed pursuantto
35
Ill. Adm. Code
813 .301.
On
January
24,
2002,
SCLI submitted an addendum to Log No. 200 1-362 thatmade the
same proposal (i.e., a lateral expansion without a separation barrier) that had been denied
in the final action taken onLog No. 1999-381. The
January
24, 2002 addendum
was
flawed in
several respects and on February 7,2003, SCLI submitted another addendum
withdrawing the request for a lateral expansion. Thus,
now once
again,
Log No. 2001-362
only
requests renewal ofSCLI’s 813 permit.
Status of 1996 Local Siting Approval
At the end of your letter, you argue that SCLI’s
1996 local siting
approval
has
lapsed.
The
Illinois EPA
has
not come to the same conclusion.
Instead,
we have interpreted Section
39.2(f) ofthe Illinois Environmental Protection Act to mean that a landfill’s local
siting
approval expires
within 3
years ofbeing
granted only if an
application for a development
permit has
not been made during that 3-year period.
This interpretation has consistently
been employed
in answering
questions from potential operators
and in reviewing permit
applications.
SCLI made application
for a
lateral expansion (Log No.
1999-381) within
3 years of
obtaining local siting
approval
and
although that application
was denied and
the Illinois
Pollution Control Board has affirmed its denial, the
1996
local
siting
approval remains

Page
3
viable.
Accordingly, if SCLI were to submit a permit application for a lateral expansion,
that was consistent with
the 1996
local siting approval and that met all the regulatory
requirements, the Illinois EPA would be obligated to approve
it.
If you have any questions regarding
this
letter, please contact Chris Liebman at 217/524-3294 or
Christine
Roque at 217/524-3299.
Joyce L.
Munie,L1’.E.
Manager, Permit Section
Bureau ofLand
Sincer~~_—
JLM:CMR:bjh\032991 .doc

~‘4o—~v;
~
2175248506
2/
21
ILLINOISPOLLUTION CONTROLBOARD
May
16,
2002
SALINECOUNTY LANDFJI.L, INC.,
)
Petitioner,
)
v.
)
PCB 02-108
)
(Permit Appeal
-
Land)
ILLINOIS ENVIRONMENTAL
)
PROTECTION AGENCY,
)
Respondent,
)
COUNTY OF SALINE,
Intervenor.
)
BRIAN E.
KONZEN,
OF LUEDERS,
ROBERTSON,
KONZEN
&
FITZHENRY,
APPEARED
ON BEHALF
OF PETITIONER;
DANIEL P. MERRIMAN,
SPECIAL
ASSISTANT
ATTORNEY GENERAL,
OF THE
ILLINOIS ENVIRONMENTAL PROTECTION
AGENCY, APPEARED
ON
BEHALF OF
RESPONDENT; and
S’1~EPHENF. HEDINGER, SPECIAL ASSISTANT
STATE’S ATTORNEY. OF HEDINGER
&
HOWARD, APPEARED
ON
BEHALF OF
INTERVENOR.
OPINION
AND ORDER OF
THE
BOARD (by C.A.
Manning):
Petitioner Saline County Landfill, Inc. (SCLI) owns and operates a landfill
approximately five miles
southeast
of Harrisburg in Saline County. The landfill, which
receives municipal solid waste,
is known as the Saline County Landfill and was originally sited
in 1982.
In November 1996,
SCLI
received
siting approval
from the Saline County Board
(County Board) to expand the landfill vertically and
laterally.
To
obtain a
development permit
for the
landfill
expansion, SCLI submitted application materials to the Illinois Environmental
Protection Agency (Agcncy) from October 1999 to December 2001.
On January 4, 2002, the Agency denied SCL!’s permit application on one ground. The
ground
for denial
was that
SCLI’s proposed waste disposal
area, also described
by
the
Agency
as
the
waste
~footprint,” for the
lateral
expansion had chanced from the
waste
footprint
that
SCLI
had proposed before
thc County
Board
in
1996.
The
difference
in
ihe waste
footprint
results
from eliminating
an interior
berm that
would
have separated waste
in
the
existing
landFill
from
waste
in the lateral expansion.
MP’~
2~‘~215:53
21~52485~8
P~GE.~2

19
Moreover, in this case, the Agency did
not
limit its review to the
waste boundaries
approved by the County Board in 1996. On the contrary, during the permit application
process, the Agency asked the 2001 County Board whether “the
designs
proposed in the
pending SCLI)
permit application
are
consistent with
the local
siting approval
granted on
November 21, 1996.”
R. at 0030-3 1 (emphasis added).
In turn, the Agency received and
admittedly relied on a resolution of the 2001 County Board calling forSCU to apply for new
siting because of “structural changes
.
.
.
made in the
design
of
the landfill since the original
siting.”
R. at 0027 (emphasis added).
The Agency correctly notes that such a resolution, for the Agency’s purposes, is merely
an “advisory opinion”
and “does not abrogate
the
Agency’s
responsibility to determine the
existence ofadequate proof of local siting approval.”
Agency
Br.
at
13.
Yet the Agency’s
inquiry
here about design
consistency
belics its plea to look only at
waste boundaries
when
determining whether the permit applicant has met its burden
under
Section 39(c).
In fact,
when Munie
was
asked
at hearing to
describe the Agency’s reason
for denying
the
permit, she
testified that the County Board “had required that there bc two units” and that “changing it to a
one unit design appeared to be inconsistent with the local
siting approval.”
Tr. at 73.
Finally, though it has no bearing
on the Board’s decision today, and
the Board makes
no rulin.g on
it, the parties do not dispute
that
SCL1
can avoid returning for siting if
it submits
an amended permit application, proposing a
wider
interior
separation
berm, 100
feet
wide
instead of
50.
The Agency explained to SCLI during
the permit application process that
SCLI
could have proposed widening the interior berm to
100
feet.
Doing
so
could have addressed
the Agency’s concerns
over compliance with the Board’s landfill
regulations on stability
and
groundwater monitoring, while maintaining the separate units of the landfill as proposed to the
County
Board
in 1996. Though the Agency
explained to SCLI
that
eliminating
the
interior
berm could address
concerns over compliance with the
Board’s regulalions (the path SCLI
chose), this had no effect on SCLI’s obligation under Section 39(c) of the
Act
to submit proof
of
local siting approval.
This opinion constitutes the Board’s findings of fact and conclusions of law.
ORDER
The Board affirms the Agency’s January 4, 2002 decision to
deny SCLI’s application
for
a development permit to
expand
the Saline
County Landfill.
The
Agency correctly
determined
thatSCU lacked the proof of local siting approval required by Section 39(c) of the
Act.
IT IS SO ORDERED.
Section 41(a) of the Environmental Protection Act provides that final Board orders may
be appealed directly
to
he
Illinois
Appellate Court
within
35
days after the Board serves the
ordcr.
415 LCS
5/41(a) (2000);
see
also
35111.
Adni. Code 101 .300(d)(2). 101.906,
MP~
20
‘02 15:00
2175248508
P~GE.20

State ofIllinois
ENVIRONMENTAL
PROTECTION AGENCY
Mary
A..
Gade, Director
2200
Churchill
Road,
Springfield,
IL 62794-9276
217/524-3300
CERTIFIED MAIL
December 31, 1996~
Z 363 546
719
Saline County
Landfill,
Inc.
1400 S.
Main Street
1-iathsburg, illinois
62946
Re~ 1658080001
—SalineCounty
Saline County Landfill
PerinitNo.
1996-147-LFM
LogNo.
1996-147
Expiration Date:
December 23, 2001
Permit File
Gentlemen:
-
Permit is hereby granted
to
Saline County Landfill,
Inc.
as
owner and
operator, approving
modification
ofan
existing municipal
solid
and non-hazardous special waste landfill all
in
accordance with the application and plans prepared, signed and sealed by Devin Moose, P.E. of
Engineering Solutions, Inc..
Final plans,
specifications, application, and
supporting documents,
as
submitted
and
approved, shall
constitute part
of
this permit and are identified in the records of
the Illinois Environmental
Protection Agency (the
“illinois EPA”), Bureau ofLand, Division of
Land Pollution Control by the
permit number
and log number designated
in the heading above.
The application approved by
this pen-nit consists ofthe following documents:
DOCUMENT
DATED
DATE RECEIVED
Original
Application
LogNo.
1996-147
May 1,
1996
May 1,
1996
Additional Information
May 29,
1996
May 31,
1996
Additional Information
September
23,
1996
October 1, 1996
Additional Information
October 2.
1996
October 3,
1996
Additional Information
October23,
1996
October24.
1996
Additional
Information
October 24,
1996
October 25,
1 996

Page
2
DOCUMENT
DATED
DATE RECEIVED
Additional
Information
November 27, 1996
December2, 1996
Additional Information
December 17,
1996
December 18,
1996
Specifically, this
permit
approves:
a.
The
Significant Modificationof the development and operation ofthis landfill so as to
comply
with the applicable
requirements
of
Title
35,
Illinois Administrative
Code
(hereinafter
35
IAC), Subtitle G, Parts 811
through 813, pursuant
to
35
IAC, Sections
814.104, 814.301
and
814.302. Theexisting
waste footprint ofthis
landfill is approximately
-15.8 acres.
b.
The lateral expansion
ofthis
landfill
so as to comply
with 35 IAC, Section
8 14.109.
The
footprint ofthe lateral expansion is
approximately 4.8 acres.
c.
The vertical expansion ofthe existing landfill.
The maximum final elevation ofthe landfill
shall
be approximately478 feet abovemean sea level. The
total remaining air space ofthe
landfill. including
the
lateral and vertical expansion is approximately 975,000
cubic yards.
d.
Operation
(i.e., waste
disposal) within the area cun~ently
permitted
for waste disposal.
e.
Acceptance
ofspecial waste streams
without
individual
special
waste stream authorizations,
in accordance with the special conditions listed in
Part Ill ofthis permit.
Pursuant to
Section 39(a)
ofIllinoisEnvironmental
Protection Act (Act) and
35
IAC,
813.104(b),
this permit is issued subject to the development, operating and reportingrequirements for
non-hazardous waste landfills in 35
IAC, Parts 810, 811,
812,
813
and814, the standard
conditions attached hereto, and the following special conditions.
In case of conflict between the
permit application
and these conditions (both standard and special), the conditions ofthis
permit
shall
govern.
I.
CONSTRUCTION OUALITY ASSURANCE
1.
All necessary surface drainage
control facilities shall be constructed priorto other
disturbance in any area.
2.
No part of the unit
shall be placed into service or accept waste until
an acceptance
report for all the activities listed below has been submitted to and approved by
the
Illinois EPA as a significant modification pursuant to 35 IAC, Sections 811.505(d) and
8 13.203.

Active gas collection system is proposed for the lateral expansion area. Active gas extraction system plan
shown
in
Draw No.
12.
Unit
2
consists of2I
gas extraction wells and
12
perimeter probes.
Groundwater Monitoring:
Unit 2
consists of:3
upgradient gw monitoring wells,
5
ZOA
wells,
1
compliance boundary, 2
piezometers.
Final
Cover System:
1’ recompacted cohesive soil
+
40 niil VFPE
=
low permeability layer
I’ drainage layer (sand)
+
3’ protective soil
(includes 6” topsoil)
=
protective layer
Closure Plan/Post-Closure Care Plan/Cost Estimates for Unit 2:
Total cost estimates
contained
in
Section
9 of the application
rec’d 4/7/03
$2,589,425.00 Unit
2 only.
Premature closure cost
est.
=
$602,805
-final cover
for
13.4 ac area (Cell
I
and Cell 2);
-2 leachate collection points (L308
and L309; already installed
wI
SMO);
-12 gas extraction points; gas mgrnt
system (blower/flare), maintenande, & decommissioning;
-6
gw
monitoring wells (already installed w/ SMO)
Corrective action measures cost est.=S 1 73,
1 66.00 includes:
-installation of
3
gw pumping wells
-collection
& reporting, hauling and
treatment (400 gal/day), lab testing, decommissioning
Post
Closure Care cost
est for 5 yr
permit term
$1,813,454.00
-30
yrs
pcc
Floodprooflng:
Design approved
in initial
sig
mod, application Log No.
1996-147. CQA report for the flood-proofing
construction
was approved in Mod No.
11.
To address the
issues presented to the IEPA during review of
1999-381, specifically the concern on the South
Fork ofthe Saline River returning to
its natural meander.
JM suggested to
put
a special condition
in the facility’s permit to evaluate the flood
proofing design
every permit renewal.
This
special condition
will be added to Section
V.5
of the permit.
FINAL ACTION
The application for lateral expansion, Unit
2, ofSaline County Landfill
is approved.
Landfill footprint consistent w/ siting granted by Saline County Board on Nov. 21,
1996.
Note:
It should
be noted that the IEPA received
an application for development permit within
3
years ofsiting
approval for the above referenced facility, Saline County Landfill, Inc. Siting was granted by the Saline
County
Board on Nov.
1996. The application
for sig
mod to develop the landfill was originally received
by JEPA
on
Oct.
1999, Log No.
1999-381. Therefore had met the provisions of Section 39.2(f). The
application,
Log No.
1999-381, was denied on January
4, 2002 due to design ofthe waste boundary not
consistent with the siting approved
waste
boundary.
It has been IEPA’s
interpretation of Section 39.2(f)
of the
Illinois Environmental
Protection
Act to mean
that a landfills
local siting approval expires within
3 years ofbeing
granted only if an
application for a development permit has not
been made during that 3-
year period. Accordingly, if SCLI were to
submit a
permit
application
for a
lateral expansion,
that was
consistent
with
the
1996 local siting approval and that met
all the regulatory requirements, the Illinois
EPA
would be obligated to approve it.

CHANGES TO THE
PERMIT:
Modification No.1
5
is hereby granted to
Saline County Landfill, Inc. as owner and operator,
allowing
a significant modification ofan
existing municipal solid waste and non-hazardous special
waste
landfill all in
accordance with
the plans prepared, signed and sealed by John W. Bossert, P.E.
ofSTS Consultants, Ltd., signature dated April 4,2003
for Application Log No. 2003-113.
The application approved by this permit consists ofthe following documents:
DOCUMENT
DATED
DATE RECEIVED
Original Application
Log No. 2003-113
April 4,
2003
April
7,2003
Waiver Letter
October 2,
2003
October 2, 2003
(via facsimile)
Additional Information
October 8, 2003
October
9, 2003
Additional Information
October 27, 2003
October 28, 2003
Modification
No.
15
to
Permit No. l996-147-LFM approves the development ofUnit 2, a lateral
expansion
to the existing permitted waste boundaries. The waste footprint ofthe lateral expansion
is
approximately 28.9 acres north
and
adjacent to the existing waste
boundaries, Unit
1.
The Unit 2
expansion provides
an additional
~in-placed” net disposal capacity of 3,1 13,575
cubic yards. The
maximum final elevation of Unit 2 shall be approximately 495
feet above mean sea
level, as shown
on Sheet Number D07. entitled “Final
Site Grades” in
Application Log No. 2003-113.
Notwithstanding
the legal
description of the waste boundaries submitted with Application Log No.
2003-1 13, Saline
County Landfill inc. shall provide proofof siting approval from local siting
authority, with
the permit
application requesting to develop the separation area between Unit
I
and
Unit 2 into a solid waste landfill.
Specifically, the application
for expansion
without the separation
berm
would constitute placement of waste beyond
the boundaries approved by Saline County Board on
Nov. 21,
1996.
(PCB 02-108) Therefore,
Section 39(c) of the Act would be violated, unless proof that
local siting authority has approved the
facility.
Except
for the differences described
in
the table below, the special
conditions of the permit
letter for
Modification No.15 to Permit No.
l996-147-LFM are identical
to the special conditions
for
Modification No.14 issued April
9, 2003.
Condition No.
In
Permit No.1996-147-LFM
Modification No.
14
Condition No.
In
Permit No.1996-147-LFM
Modification No.
15
Description of Revision
1.5
1.5
Added clarification for Unit
I
only.
11.5
11.5
Added
petroleum contaminated
soil as alternate daily cover
material (adcm).

CZ1AL’~.~L
WAJ.
V ~.Zt
Wt.LTr.1
~J;~j
L’dL,
V £I~’1~~gX~
~
~
V V
.~
~
U.C1~.
Vu
;TATE PERMIT LOG NO.
:
2003-113
NAME
:
SALINE COUNTY LANDFILL
OWNER
:
MARTY GRANT
PERMIT TYPE
:
LF
SR
:
180
FACILITY TYPE
:
LF
RP
:
180
RECEIVED
:
04/07/2003
DUE:
10/04/2 003
813 COMPLETENESS REVIEW
STATUS
:
A
SITE NO.
:
1658080001
COUNTY
:
SALINE
CITY
:
HARRISBURG
NOTS DUE DATE:
07/06/2003
REVIEWER
:
CMR
GA-REQ’D
COMPLETENESS
:
05/07/2003
GAU-REV
:
MSS/PCE
WASTE TYPE
:
NH
MAILED
REVIEW TIME
WAIVER
:
11/27/2003
NOTIFY IHPA
SITING APP’D:
NO
FINAL
ACTION
PSRP
NOTIFY
LOCAL
OFFICIALS:
NOTIFY AGRI:
NOTIFY DELEGATED COUNTY:
NOTIFY
ENF:
y
NOTIFY
CMS
NOTIFY
FOS:
y
NOTIFY
DOT
:
NOTIFY
DENR:
NOTIFY
CONSER.
:
Y
PRE-QP
MEMO
SENT:
MEMO
RESPONSE:
OMMENTS:
APPLICATION
FOR
THE
LATERAL
(UNIT
2)
EXPANSION
OF
THE
SALINE
COUNTY
LANDFILL
LOG
IN
PROCESS
TO GAU REVIEWER
__________
GAU REVIEW
_________
GAU MEMO TO SW
__________
TO SW REVIEWER
__________
SW REVIEW
_________
SW MANAGER REVIEW
JOINT DECISION
COMPLETENESS LTR SENT
__________
GAU
&
SW
______
DRAFT
__________
__________
REVIEW MGR
__________
__________
807/832 COMPLETENESS REVIEW
OWNER’ S
SIGNATURE
Y
N
1.
OPERATOR’S SIGNATURE
Y
N
ii.
P. E. ‘S SIGNATURE
Y
N
v.
SITING OBTAINED
Y
N
CORRECT
FORMS
UTILIZED
Y
N
COMPLETE
Y
N
NOTICE
OF
TECHNICAL
STATUS
(NOTS)
CALL
ACTUAL DATE CONTACTED:
~ELE4S/~RLE
Nf)VV~2O03

Back to top


REVIEW1~ha~’jD
ONTACTED:
~ThNS DISCUSSED:
(5)
:
PERMIT EXPIRATION:
(5)
(7)
(2)
(5)
(7)
(2)
(2)
(7)
(TECH.
MTG.)
NA
NA
WHAT
FORMS
MISSING?
IF NO SEND LETTER BY 30TH DAY!
Y
Y
H

State ofIllinois
ENVIRONMENTAL PROTECTION
AGENCY
Mary A.
Gade, Director
217/524-3300
2200
Churchill
Road, Springfield, IL 62794-9276
December 31, 1996~
CERTIFIED MAIL
Z 363 546 719
Saiine County Landfill, Inc.
1400 S.
Main Street
Harrisburg, illinois
62946
Re~1658080001
—Saline County
Saline County Landfill
Permit No. 1996-147-LFM
LogNo. 1996-147
Expiration Date:
December 23, 2001
Permit File
Gentlemen:
r—.
-
Permit
is hereby
granted
to Saline
County Landfill,
Inc.
aso~erand
operator, approving
modification of an existing municipal solid and non-hazardous
special
waste landfill
all in
accordance with
the application
and plans prepared, signed and sealed by Devin Moose, P.E. of
Engineering Solutions, Inc..
Final, plans, specifications, application, and supporting documents,
as submitted and approved, shall constitute part ofthis permit and are
identified
in the records of
the
Illinois
Environmental
Protection
Agency (the “Illinois EPA”), Bureau ofLand,
Division of
Land Pollution Control
by the permit number and
lognumber
designated in the heading above.
The application
approved by this
permit consists of
the following documents:
DOCUMENT
DATED
DATE RECEIVED
Original Application
LogNo.
1996-147
May 1,
1996
May29,
1996
May31,
1996
Additional Information
September23,
1996
October 1, 1996
October2, 1996
October 3,
1996
Additional Information
October23,
1996
October24.
1996
Additional Information
October 24,
1996
October25.
1996
Additional Information
May
1,
1996
Additional
Information

Page 2
DOCUMENT
DATED
DATE RECEIVED
Additional Information
November 27,
1996
December 2, 1996
Additional Information
December 17,
1996
December 18,
1996
Specifically, this permit approves:
a.
The Significant Modification ofthe development and
operation
ofthis landfill so as to
comply with the applicable requirements ofTitle 35, illinois Administrative
Code
(hereinafter 35 IAC), Subtitle G, Parts 811 through 813, pursuant to 35 IAC, Sections
814.104, 814.301
and 814.302.
The existing waste footprint ofthis landfill is approximately
15.8 acres.
b.
The lateral expansion ofthis landfill so as to comply with 35 IAC, Section 814.109.
The
footprint ofthe lateral expansion is approximately 4.8
acres.
c.
The vertical expansion ofthe existing landfill.
The maximum final elevation ofthe landfill
shall be approximately 478 feet above mean sea level.
The total remaining air space ofthe
landfill, including the lateral and vertical expansion is approximately 975,000
cubic yards.
d.
Operation (i.e., waste disposal) within the areacurrently pennitted for waste disposal.
e.
Acceptance of special waste
streams without individual special waste
stream authorizations,
in accordance with the special conditions listed in Part ifi ofthis permit.
Pursuant to
Section 39(a) of Illinois Environmental Protection Act (Act) and 35
IAC, 813.104(b),
this permit is issued subject to the development, operating and reporting requirements for
non-hazardous waste landfills
in 35
IAC, Parts 810, 811, 812,
813 and 814, the standard
conditions attached hereto, and the following special conditions.
In case of conflict between the
permit application and
these conditions (both
standard and special), the conditions ofthis permit
shall govern.
I.
CONSTRUCTION OUALITY ASSURANCE
1.
All necessary surface drainage control facilities shall be
constructed prior to
other
disturbance
in any area.
2.
No part
ofthe unit shall beplaced into service or
accept waste until an acceptance
report for all the activities listed below has been submitted to and approved by the
Illinbis EPA as a significant modification pursuant to 35
JAC,
Sections 811.505(d) and
813.203.

Page
3
a.
Preparation ofthe subgrade and foundation to design parameters;
b.
Installation ofthe compacted earthlsynthetic liner,
c.
Installation ofthe leachate drainage, collection and management systems;
d.
Placement offinal cover;
e.
Installation ofgas control facilities; and
f.
Construction ofponds, ditches, lagoons and berms.
3.
The permittee shall designate an independent third party contractor as the Construction
Quality Assurance (CQA) Officer(s).
The CQA Officer(s) shall be an Illinois Certified
Professional Engineer who is independent from and not under the control or influence
ofthe operator, any employee ofthe operator, or any other corporation, company or
legal entity that is a subsidiary, affiliate, parent corporation orholding corporation
associated with the operator.
4.
The CQA Officer(s) designated pursuant to
Condition 1.3.
shall personally be present
during all construction and testing that is subjectto
CQA certification pursuant
to 35
JAC, Section
81
1.503(a).
If the CQA Officer(s) is unable to be presentas required,
then the CQA
officer(s) shall comply with the requirements of 35
IAC, Section
811.503(b).
5.
The liner and foundation shall be dewatered during construction and operation until a
minimum of
5
feet ofrefuse has been placed in the lateral expansion units so as to
prevent hydrostatic uplift.
6.
Pursuant to 35 IAC 811.506(b), the removal and filling of local sand deposits shall be
documented on as-built drawings.
In addition,
the foundation shall be constructed and
graded to provide a smooth,
workable surface to construct the liner as required by
35
JAC 811.305(e).
7.
The clay liner shall be tested for density and moisture content a minimum of one test
per 1000
cubic yards ofsoil placed.
8.
A minimum ofone triaxial laboratory permeability test from thin tube samples shall be
performed
for
every
10,000
cubic yards ofliner soil
placed.
A minimum of one triaxial
laboratory
permeability test
from carved block sample shall be
performed for every
100.000 yards of soil placed.

Page
4
9.
Ifthe clay portion ofthe lineris exposed to freezing conditions, it must be recertified.
Ifnecessary, damaged portions ofthe linershall be reconstructed, retested and
recertified.
The designated CQA Officer(s) shall then certif~’that the clay portion of
the liner and all necessary repairs to the leachate drainage layer meet the required
design standards.
This certification must be provided to the Illinois EPA prior to
disposal ofwaste on the subject portion ofthe liner.
Ifoperating authorization has not
yetbeen issued for that area, the recertification shall be included in the application for
Significant Modification of Permit to obtain Operating Authorization for that area.
10.
Pursuant to 35 IAC, Section
811.505(d),
upon completion of construction ofeach
majorphase, the CQA Officer(s) shall submit an acceptance report to the Illinois EPA.
The acceptance report shall be submitted before the structure is placed into service and
shall contain the following:
a.
A certification by the CQA Officer(s) that the construction has beenprepared and
constructed in
accordancewith
the
engineering design;
b.
As-built
drawings; and
c.
All
daily summary
reports.
11.
a.
The operator shall
maintain a minimum
“freeboard” ofone (1) foot between the
top ofthe sidewall liner and the top ofthe waste.
b.
Just prior to installing an increment ofthe sidewall liner, the sidewall liner in that
area shall be inspected.
Any areas damaged by desiccation, frost action, etc. shall
be excavated and reconstructed in accordance with the Construction
Quality
Assurance program approved by this permit.
c.
After each increment ofthe compacted earth liner up the sidewall is completed.,
the operator shall provide written notification ofits completion to the Illinois
EPA’s Maywood Regional
Office.
Upon receipt ofthe notification, the inspector
shall be, allowed fifteen working days to
examine the
construction.
The Illinois
EPA is not obligated to approve the construction or certification.
The operator
may dispose ofrefuse in the subphase after the fifteen
day
period if, having
complied
with
the terms of
this
condition, the operator is not informed of a
problem by the Illinois EPA or its agents.
d.
At the same time the Illinois EPA-FOS Marion Regional Office or delegated
government is given notification that an increment ofthe sidewall liner has been
• completed, the Permit Section shall be provided with the information on its
construction in
an Acceptance Report pursuant to 35
Iii. Adm.
Code,
811.505(d).

Page
5
12.
Applications for operating authorization shall not be made for areas ofless than 1.5
acre increments ofconstructed liner.
13.
All stakes and monuments marking property boundaries and the permit area shall be
maintained, inspected
annually and surveyed no less frequently than once in five years
by a professional land surveyor.
Any missingor damaged stakes or monuments
discovered shall be replacedand resurveyed.
14.
All standards
for testing the characteristics
and
performance of
materials, products,
systems and services shall be those established by the American Society forTesting
and Materials (ASTM) unless otherwise stated in the permit application.
TI.
OPERATING CONDITIONS
Pursuant
to 35
JAC, Sections 811.107(a) and 811.107(b), throughout the operating life
of this landfill, waste shall not be placed in a
manner
or at a rate which results in
unstable internal or external slopes orinterference with construction, operation or
monitoring activities.
2.
The operator ofthis solid waste facility shall not conduct the operation in a manner
which results in any ofthe following:
a.
refuse in standing or flowing waters;
b.
leachate flows entering waters ofthe State;
c.
leachate flows exiting the landfill confines (i.e., the facility boundaries
established for the landfill
in a
permit
or permits issued bythe Illinois EPA);
d.
open burning ofrefuse
in violationof Section 9 of the
Illinois Environmental
Protection Act (Act);
e.
uncovered
refuse remaining
from any previous operating dayor at the conclusion
of
any
operatingday, unless authorized by permit;
f.
failure
to provide final cover
within
time limits established by Board regulations;
g.
acceptance ofwastes without necessary permits;
h.
scavenging as defined by Board regulations;
i.
deposition of refuse in any
unpermitted
(i.e., without an Illinois EPA approved
significant
modification authorizing operation) portion ofthe landfill;

Page 6
j.
acceptance ofa special waste without a required manifest
and identification
record;
k.
failure to submit reports required by permits
or
Board regulations;
1.
failure to collect and contain litter
from the site
by the end ofeach operating day.
3.
Moveable, temporary fencing shall be used to prevent blowing litter when the refuse is
above the natural
ground
line.
4.
At the end of each day ofoperation all exposed waste shall be covered with:
a.
Clean soil at least six (6) inches
thick (i.e., conventional daily cover); or
b.
An alternate cover as describedbelow.
5.
Geotextile fabric
is approved as alternate material for daily cover pursuant to 35 lAO,
Sections 811.106(b) and 812.111(b). Use ofalternate materials as daily cover shall be
subject to the following conditions:
a.
If any alternate materials other than those approved by this permit are to be
used,
their
use
must beapproved
by this Illinois EPA through the permit process.
b.
At
any
onetime, the total
area,
using alternate materials as daily cover, shall be
no more
than
2,200 square
yards.
Beyond
this
maximum,daily cover
soil shall be
used on
all areas where waste has been disposed and to which intermediate or
final cover
has
not been applied.
ê.
Areas
uponwhich
alternate cover has been used
mustbe covered with either
conventional cover or additional waste within six days.
d.
Conventional daily cover in accordance with 35 IAC 811.106(a) shall be used if
weather or other conditions adversely affect the ability ofthe alternate cover
materials to
prevent problems with blowing litter, fire, odors, or vectors.
e.
Geotextile fabric shall be anchored adequately to prevent wind damage.
Ifthe
alternate daily cover is torn
during or afterplacement it must be repaired
immediately or the damaged areamust be covered with six inches ofdaily cover
soil.
Iftires are used as weights forthe alternate
daily
cover, they shall be
converted tires, in accordance with ~5 TAC, Part 848:
Management ofUsed and
Waste
Tires.

Page
7
f.
When an alternate
cover is applied, the operator shall keep a record including a
description ofthe weather conditions, the type ofalternate cover used and its
performance.
A summary
of
this
information shall be provided with this
facility’s annual reports.
g.
Any alternate
daily coverwhich has been used for daily cover may not be reused
for any purpose (including road underlayment and erosion control) outside of the
permitted disposal boundaries.
6.
No later than
60
days after
placement ofthe final lift ofwaste in any area, the area
shall receive a final cover system meeting the design specifications approved in permit
application Log
No. 1996-147. Thelowpermeability layer shall consist of, from
bottom to top, a minimum of 12 inches soil liner with a maximum
permeabilityof
lx107
~
and a 40
mu
(minimum)
LLDPE
geomembrane.
The final protective layer
shall overlay the entire low permeability layer and shall consist ofa minimum ofthree
feet of soil.
At a minimum, the top six inches ofthe protective soil must be capable of
supporting vegetation.
The total thickness ofthe final protective layer shall not be less
than three feet.
7.
All waste notcovered within 60 days ofplacement
with additional waste or final cover
shall
have an intermediate cover ofcompactedclean soil witha
minimum
thickness of
one foot applied to it.
8.
The operator shall implement a load checking program that
meets the
requirements of
35 IAC, Section 811.323.
Ifregulated hazardous waste or other unauthorized wastes
are
discovered, the IllinoisEPA shall be notifiedno laterthan
5:00 p.m. the next
business day
after
the day it is detected. The load checker shall prepare a report
describing the results of each inspection.
A summary ofthese reports shall be
submitted to the Illinois EPA as part ofthis facility’s annual report.
9.
Asbestos debris from construction-demolition shall be managed in accordance with the
National Emission Standards for Hazardous Air Pollutants (NESHAPS) regulations.
10.
Management of Unauthorized Waste
a.
Landscape waste found to be
mixed withmunicipal waste will be removed the
same day and transported
to a facility that
has an
operating
permit to compost
andlortransfer landscape waste in accordance with the Act, Title
V, Section 21.
b.
Lead-acid batteries
will
be removed the same day
and transported
either to a
facility which recycles such waste, or a facility permitted to store or treat lead
acid batteries.

Page
8
c.
Potentially infectious medical waste (P1MW)found to be mixed withmunicipal
waste shall be managed in accordance
with
35
Iii.
Adm.
Code, Subtitle M.
d.
Tires found to bemixed withmunicipal waste shall beremoved
and
managed in
accordance with Section 55 ofthe Act.
e.
Whitegood components mixed with
municipal waste shall be removed and
managed in accordance with Section 22.28 ofthe Act.
f.
This
facility is prohibited fromdisposing
any
waste containing polychlorinated
bi-phenyls (PCBs) in concentration greater
than
50 ppm,
pursuant
to the Toxic
Substance Control Act(TSCA).
g.
No liquid waste (special or non-special) as determined by the Paint FilterTest
shall be disposed unless the waste is froma householdor is in a small container
similar in size to thatnormally found inhousehold waste
and
the container
was
designed foruse other
than
storage. Theprohibition applies to on-site generated
wastes except for leachate orgas condensate that is specificallyapproved for
recirculation into the landfill by pennit.However, minor
amounts
ofliquid
resultingfrom precipitation (rain, sleet, hail orsnow) during
transport and
disposal operations shall not be construed as a violation ofthis condition.
h.
In accordance with Section 21.6 ofthe Act, beginning July 1, 1996, no owner or
operatorofa
sanitary
landfill shall accept liquid used oil for final disposal that is
discernable in the course ofprudent
business operation.
i.
After the unauthorized waste has been removed, a thorough cleanup ofthe
affected area will be made according to the
type
of
unauthorized
waste managed.
Records shall be
kept for three
(3) years
and
willbe made available to the Illinois
EPA.
11.
Operatinghours
are
those hours duringwhich waste may be accepted.
Forthis facility,
the operating hours shall be
limited to 6 a.m.
to 6 p.m., Mondaythrough Friday,
and
6
a.m. to
1
p.m. on Saturday.
Adequate lighting
shall be provided foroutdoor activities
at the landfill occurring before sunrise or after sunset.
12.
If
it is required for the facility to be
open beyond normal operating hours to respond to
emergency situations, a written record ofthe date(s), times and reason the facility was
open shall be made part ofthe operating record for the facility.
The Illinois EPA-FOS
Marion
Regional Office, and when applicable, the county authority responsible for
inspections of this facility per a delegation agreement with the Illinois EPA shall be
notified no later than 5:00 p.m. the next business day following the acceptance ofwaste
outside the specified operating hours.

Page
9
13.
Road building materials for roads at the facility may be stockpiled on-site in the
amount estimated to be needed within the next construction season provided they are
managed in
accordance with
35
IAC, Section
81 1.108(c)(1).
14.
Equipment shall be maintained
and available foruse at the facility during all hours of
operation to
allow proper operation ofthe
landfill.
Ifbreakdownsoccur thatwould
prevent proper facility operation, back-up equipment shall be brought into the site.
15.
All utilities, including but not limited to heat, lights,
power,
communications
equipmentand
sanitary facilities
necessaryfor
safe, efficient and proper operation of
the
landfill shall
be available at the facility at
all times.
16.
Waste shall be deposited at the fill face and
compactedupward into the fill
face unless
precluded by extreme weather conditions or forreasons of safety.
17.
The operator shall
implementmethods for
controlling dust so as
to preventwind
dispersal ofparticulatematter off-site.
-
18.
The facility shall be constructedand operated to minimize the level ofequipment noise
audible outside the facility.
The facility shall not cause or contribute to a violation of
35 IAC, Parts 900 through
905.
19.
The operator shall implement measures to
control the population ofdisease and
nuisance vectors.
20.
Theoperator shall institute fire protection measures in accordance with the proposed
fire safety plan.
21.
the operator shall implement methods to prevent tracking of mud by hauling vehicles
onto public roadways.
22.
Access to the active area
and
all other areas within the boundaries ofthe facility shall
be controlled by use of fences, gates
and natural barriers
to prevent unauthorized entry
at all times.
23. A
permanent sign shall be maintained at the facility entrance containing the
information required under 35
IAC. Section
81 l.109(b)(1) through
(5).
24.
Pursuant to 35 lAO 811.103
(a)(4), surface water control structures for runofffrom
disturbed areas
shall be
operated until the final
cover is placed and erosional stability
is
provided by the vegetated final cover.

Page 10
III.
ACCEPTANCE OF SPECIAL WASTE
The
permittee is authorized to accept non-hazardous special
waste that meets the
definition ofindustrial process waste orpollution control waste as found in Section
3.17
and
3.27, respectively, of the IllinoisEnvironmental Protection Act, in accordance
with the following requirements:
a.
Thewaste is analyzed in accordance withthe requirements describedbelowand
complies with the acceptance criteria in the approved waste analysis plan;
b.
The waste is delivered by an Illinois licensed special waste hauleror anexempt
hauleras defined in 35 JAC,
Section
809.211; and
c.
Thewaste is accompaniedby a
manifest,
ifrequired.
2.
The permittee shall obtain a completed Special Waste Preacceptance Form (enclosed)
and a preacceptance analysis from each generator for eachwaste to be accepted.
In
addition, the Annual GeneratorSpecial Waste
and Recertification forDisposal of
Special
Waste Form (enclosed), which certifies the waste has not changed since the last
analysis, must be completed and included in the operating record.
A complete
laboratory analysis must be provided with the exceptions listed below.
Analysis shall beconducted
using SW-846 test methods.
The waste shall be
reanalyzed at least every five years and must identify
the
actual concentration ofeach
chemical constituent
and state
ofeachphysical parameter.
In all cases acopyof the
lab
analysis
(on lab letterhead and signed by a responsible
party
such as the person
conducting the analysis or his/her supervisor) must be included in the operating record
with the Special Waste Preacceptance Form (Profile Identification Sheet).
The
analysis may not be greater than one year old at the time the initial
load ofwaste is
accepted at the facility.
A new analysis is required ifthe composition ofthe waste
changes (normal variations in waste composition are expected and are not included in
this requirement).
All waste must be analyzed as follows:
a.
The permittee shall
obtain the following lab analyses to
determine the
concentrations of the following parameters.
Paint Filter Test
Flash point
Sulfide (reactive)
Cyanide (reactive)
Phenol
(total)
pH
Toxicity Characteristic Constituents

Page
11
b.
The permittee shall
obtain analysis
forreactive sulfides
and
cyanides. Forwaste
containing 250 ppm
or greater reactive cyanide or 500
ppm orgreater reactive
sulfide it is presumed hazardous pursuant
to 35
IAC, Section
721 .l23(a)(5) unless
specific information to show it doesnot presentdanger to
human
health or the
environment is provided. Analysis for
total
sulfide and/or
cyanidemay be
substituted for
reactive
concentrations ifthey
are equal
to or less
than
10 ppm.
Forwastes
containing greater
than 10 ppm reactive cyanide orreactive sulfide,
the
permittee shall not accept the waste unless
the generatorprovides
a
signed and
dated statement indicating that none ofthe following have occurred:
1.
The waste
has never caused
injury to aworkerbecause of
H2S and/or
HCN
generation;
ii.
ThattheOSHA workplace air concentration limits for
H2S andlor HCN
have not been exceeded in
areas where the waste
is generated, stored or
otherwisehandled; or
iii.
That air
concentrations ofH2S
andlor HCN, above
10 ppm, have not been
encountered in areas where thewaste is generated, stored or otherwise
handled.
c.
The permittee shall obtain analysis for phenols. Ifthe total
phenol concentration
is greater than 1000 ppm, the waste will
be required to be drummed and labeled,
unless justification that this precaution is not necessary is provided.
The
justification must demonstrate skin contact is unlikely during transport or
disposal.
d.
The permittee shall obtain metals and organics analysis.
Either procedure may be
utilized (i.e., total orTCLP), but any constituent whose total
concentration
exceeds the TCLP limit specified in 35 JAC,
Section 72 1.124 must be
analyzed
using the TCLP test and the results reported, unless an alternative test has been
approved
by
the Illinois EPA. TCLP testmethods mustbe
in accordance with
SW 846-1311.
e.
EXCEPTIONS:
i.
The generator may certify that the eight pesticides (DO 12,
DO 13, D014,
DOl 5.
DO 16,
DO 17,
DO2O and D03 1) would not reasonably be expected to
be
present in theirwaste based on the nature ofthe generator’s business.
ii.
Petroleum contaminated media and debris from LUST sites subject to
corrective action regulation under 35
IAC, Part
731
are temporarily
exempt
from complete TCLP
analysis and
thegeneratormay limit
analyses
to
flashpoint.
paint filter test
and TCLP lead.

Page
12
iii.
For off-specification, unused or discarded commercial or chemical products,
an MSDS to determine the hazardous constituents presentmay be provided
in
lieu ofanalytical results.
The MSDS must have been updated since the
adoption of the Toxicity Characteristic Leaching Procedures and TCLP
organic parameters by USEPA effective on September 25,
1990.
f.
Pursuant to
35 Ill. Adm. Code 722.111
the generator of a solid waste is required
to
determine ifthe waste is hazardous and comply with all
applicable hazardous
waste regulations.
For any waste that has
beendetermined to be
hazardous, the
results ofquality assurance testing for the treatment program, taken at an
appropriate frequency to demonstrate the waste is no longer hazardous,
must be
obtained.
Verification that thewaste meets
the
land disposal restrictions must
also be
documented.
These requirements are in addition to the other standard
special
waste
test requirements.
3.
An individual waste stream permit is no longerrequired by the Illinois EPA forthis
facility.
Therefore, a waste
stream permit number will no
longerbe required on
the
manifest when shipping waste to
this facility as authorized by this permit.
4.
Special waste generated due to ‘an emergency situation may be disposed without a
complete TCLP analysis if:
a.
The permit-tee ensures that the
generator has received an incident number from
the
Illinois Emergency Management Agency at 1/800/782-7860 within Illinois or
‘1/217/782-7860 outside ofIllinois and,
b.
The permittee receives authorization from the Emergency Response Unit ofthe
Illinois EPA at 1/217/782-3637 and,
c.
The waste is analyzed forthe
chemical constituents required by the Emergency
Response Unit.
5.
The permittee shall conduct the following analysis for waste
received in labeled
containers in lab
packs
including commingles wastes are subject to the following
requirements:
i.
Compatibility review in accordance with the procedures identified in USEPA
document EPA-600/2-80-076.
ii.
MSDS review to determine the
hazardous
constituents present
and
appropriate
USEPA
hazardous waste class.

Page
13
6.
RCRA
empty containers received as a special waste
are
subject to conditions which
state:
a.
Containers have a rated capacity ofless than 110 gallons only.
b.
Containers which formerly held
‘F’ listed hazardous waste or TSCA regulated
quantities
of PCBs or empty compressed gas cylinders are not included under this
permit.
c.
All containers must meet the definition ofempty as described in 35 Ill. Adm.
Code,
Section 721.107(b).
d.
Additionally, where possible, a copy ofthe material safety data sheets for
products last contained will be obtainedandkept on file.
e.
For drums’, at least one end must be removed and the drums
must be
crushed
fiat.
7.
The Special Waste Preacceptance Form
shall be utilized forthe special waste profile
identification requirements of35 lAO,
Section 811.404(a).
8.
The Annual Generator Recertification forDisposal Special Waste Form shall be
utilized for the special
waste recertification requirements of 35
lAO,
Section
811.404(b).
9.
The operator shall retain all special waste records until the end of the post-closure
period in accordance with 35
Ill. Adm. Code 811.405.
IV.
RECORDKEEPrNG
1.
Information developed by the operator but not yet forwarded to the Illinois EPA in a
quarterly or annual report shall be kept at or near the facility for inspection by the
Illinois EPA upon request during normal working hours.
2.
Information and observations derived from load checking
inspections shall be recorded
in writing and retained at the facility for at least three years.
3.
Every person who delivers special waste to
a special waste hauler, every person who
accepts special
waste from a special waste hauler and every
special waste hauler shall
retain a copy of
the special waste
transportation record as a
record ofeach special
waste transaction.
These copies shall be retained for three years and shall
be made
available at
reasonable times for inspection and
photocopying
by
the IllinoisEPA
pursuant to Section 4(d) ofthe Act.

Page 14
4.
The operator shall retain copies of any special waste profile identification sheets,
special waste recertifications, certifications of representative samples,
special waste
laboratory analyses, special waste analysis plans, and any waivers ofrequirements, at
the facility until the end ofthe closure period and thereafter at the
Site Office until the
end ofthe post-closure care period.
5.
Inspections ofthe closed landfill shall be conducted in accordance with the approved
-
post-closure care plan. Records of
field investigations, inspections, sampling and
corrective action taken are to be maintained at the site and
made available to illinois
EPA personnel.
During the post-closure care period, those reôords are to be
maintained
at
the office ofthe site
operator.
6.
The owner or operator shall recordand retain nearthe facility in an operating record or
in some alternative location specified by the illinois EPA, the information
submitted to
the Illinois EPA pursuant to
35 lAO, Parts 812 and
813, as it becomes available. At a
minimum, the operating record shall contain the following information, even if such
information is not
required by 35
lAO, Part
812 or 813:
a.
Any location restriction demonstration required by
35 IAC, Sections 811.302,
812.109and812.303;
• b.
Inspection records, training procedures, and notification procedures required by
35
lAO, Section
811.323;
c.
Gas
monitoring results
and any
remediation
plans required by
35
lAO, Sections
811.3 10 and
811.3 11;
d.
Any MSWLF unit design
documentation for placement ofleachate or gas
-
condensate in a
MSWLF unit required by
35
lAO,
Sections 811.107(m)
and
811.309(f);
e.
Any demonstration, certification, monitoring results, testing, or
analytical
data
relating to the groundwater monitoring program required by 35 lAO, Sections
811.3 19,
811.320, 811.324,
811.325, 811.326,
8 12.3 17,
813.501
and
813.502;
f.
Closure
and post-closure care plans and any monitoring, testing, or analytical data
required by
35
lAO. Sections 811.110,811.111,
812.114(b), 812.115 and
812.~1.;and
g.
Any cost estimates
and financial
assurancedocumentation required
by
35
lAO
Part
811,
Subpart G.

Page
15
V.
GENERAL CONDITIONS
1.
This permit is issued with the expressed understanding thatno process discharge to
Waters ofthe State or to a sanitary sewer will occur from these facilities except as
authorized by a permit issued by the Bureau ofWater.
2.
Site surface drainage, during
development, during operation and afterthe site is closed,
-
shall be managed in accordance with the approved drainage control plan.
3.
If changes occur whichmodify any ofthe information the permittee hasused in
obtaining a permit for this facility, the permittee shall notify the Illinois EPA.
Such
changes would include but notbe
limited
to
any
changes in the names or addresses of
both beneficial
and legal titleholders to the herein-permitted site.
The notification shall
be submitted to the IllinoisEPAwithin fifteen days ofthe change
and
shall include the
name or names ofany parties in interest and
the addressoftheirplace ofabode; or, ifa
corporation,
thename
and address ofits registered agent.
4.
Pursuant to
35
LAO, Section 813.201(a), any modifications to this permit shall be
proposed in the form ofa permit application and
submitted to the Illinois EPA.
5.
Pursuant
to 35
IAC,
Section 813.301,
an application forpermit
renewal shall be filed
with
the IllinoisEPA at.least ninety days priorto the expiration date ofthis permit.
6.
Please note that on March
12,
1996, USEPA adoptedNew Source Performance
Standards (NSPS) and an Emission Guidance (EG) for Municipal
Solid Waste
Landfills (MSWLs)—
16
Fed. Reg.
9905
et seq..
These
rules establish requirements
for control ofnon-methane organic compound emissions generated at landfills.
Since
these regulations affect
new, existing
and
closed facilities,
itwould
be advisable to
~ontact
the Illinois EPA,
Bureau ofAir, Division of Air Pollution Control (Telephone
No. 217/782-2113), to
discuss the implications ofthese new rules as they relate to your
landfill’s operation and
emissions.
VI.
SURFACE WATER
CONTROL
1.
Runoff from disturbed areas to Waters of the State shall bepermitted by the Illinois
EPA in
accordance with 35 lAO, Part 309, and meet the requirements of 35
IAC 304
unless permitted otherwise.
2.
All surface watercontrol structures other than temporary
diversions for intermediate
phases shall be
operated until the final cover is placed and erosional stability
is
provided by
the final protective layer ofthe final cover system.

Page 16
3.
Runofffrom undisturbed areas resulting from precipitation events less than or equal to
the 25-year, 24-hour precipitation event shall be diverted around disturbed areas
where
possible and
not commingled with
runofffrom disturbed areas.
4.
Site
surface
drainage, during
development,
during operation and after
the site is closed,
shall bemanaged in accordance withthe approved drainage control
plan detailed in
Permit Application Log No.
1996-147.
Stormwater management structures consisting
-
ofperimeter ditches and sediment basins shall be constructed
prior to
disturbing any
portion ofa drainage
area identified in Application
Log No.
1996-147.
VII.
LEACHATE MANAGEMENT/MONITORING
1.
Pursuant
to 35
lAO, Section
81 l.309(h)(l), leachate from this landfill shall
be
collected anddisposed
beginning as
soon as it is first produced
and
continuing for at
least 30 years
after closure.
Collection and disposal of leachate may cease only when
the conditions described in 35
TAC, Section
811 .309(h)(4) and
(5) havebeen achieved.
Leachate removed from this landfill shall be treated at an Illinois EPA permitted
facility in accordance with the leachate management plan proposed in Permit
Application Log No. 1996-147.
2.
Pursuant
~o35
lAO
811
.309(e)(5), if access to a treatment
works is restricted or
anticipated to be restricted forlonger than five days, then an alternative leachate
management system
shall be constructed in accordance with 35 lAO
811.309(c).
3.
Pursuant
to
35
IAC,
Sections 811.307(a)
and (b),
811.308(a)
and (h), and 811.309(a),
leachate shall be pumped from the side slope riser sump(s) beforethe level of leachate
rises above’ the invert ofthe collection pipe(s) at its lowest point(s). Leachate removal
as
such shall be
performed throughout
the period that the leachate
collectionlmanagement system must be
operated in accordance with Permit
Application Log No. 1996-147.
4.
In the event that the leachate
monitoring program detects a constituent in the
leachate
that
is not already in
theparameter lists for the groundwater monitoring program, the
operator shall. within 90 days ofsuch detection, submit to the IllinoisEPA a permit
application which either:
a.
Proposes to add the constituent to the groundwatermonitoring program; or
b.
Demonstrates why adding the constituent to the groundwater monitoring program
is not necessary or appropriate.
5.
The following monitoring points are to
be used in the Leachate Monitoring Program
for this facility:

Page
17
Leachate Monitoring Points
ApplicantDesignation
IllinoisEPADesignation
Collection Point in Cell I South
L301
Collection Point in Cell I North
L302
Leachate Collection Well Located
L303
at
approximately E47+00 and
N57+00
Leachate CollectionWellLocated
L304
at approximately E44+00
and
N55+50
Leachate Collection Well Located
L305
at approximately E40+50 and
N55+25
Leachate Collection Well Located
L306
at approximatelyE42+25
and
N53+00
-
Leachate Collection Well Located
L307
at approximatelyE45+00 and
N52±00
6.
Leachate
extraction wells located in the existing landfill shall be installed so that
samples may be taken during theApril-May 1997 sampling event required by Special
Conditions VII.I and VII.8 and results shall be submitted to the Illinois EPA by July
15,
1997.
7.
Pursuant
to 35
lAO,
Sections 811.309(g), 811.3 19(a)(1)(C)(ii), 810.103, 722.111 and
72t
Subpart
C,
leachate monitoring (i.e., sampling, measurements and analysis) must be
implemented at each leachate monitoring point when that device accumulates a
measurable quantity ofleachate for the first time.
The concentrations orvalues for the
parameters
contained
in
List Li
(below) shall be determined on a quarterly basis for
each “producing” monitoring point and submitted with the quarterly groundwater
reports.
The concentrations forthe parameters contained in List L2
(also below) shall be
determined annually.
Condition VII.8. presents the sampling, testing and reporting
schedules in tabular
form.
Leachate
monitoring at each monitoring point shall continue
as long as groundwater
monitoring
at this landfill is necessary pursuant to
35
TAO,
Section
81 1.319(a)(1)(C).

Page 18
LIST LI
Routine Leachate Monitoring Parameters
STORET
Temp. ofLeachate Sample (°F)
00011
Specific Conductance
00094
pH
00400
Elevation Leachate Surface
71993
BTM of Well Elevation
72020
Leachate Level from Measuring Point ft.
72109
1,1,1-Trichloroethane
34506
1,1 -Dichloroethane
34496
1 ,2,4-Trimethylbenzene
77222
2,4-Dimethylphenol
34606
1-Propanol
77018
2-Chioroethyl Vinyl Ether
34576
2-Ohloronaphthalene
34581
2-Propanol (Isopropyl Alcohol)
81310
4-Nitrophenol
34646
Arsenic
(total)
01002
Acetone
81552
Aluminum
01105
Barium (total)
01007
Beryllium (total)
01012
Bicarbonate
00425
Bis (2-Chioroethoxy) Methane
34278
Boron
01022
Bromochioromethane
77297
Bütanol
45265
Calcium
00916
Cadmium (total)
01027
Chloride
00940
Chromium (hexavalent)
01032
Chromium (total)
01034
Cobalt
01037
Copper (total)
01042
Cyanide
00720
Ethyl
Acetate
81585
Ethylbenzene
78113

Page
19
LIST Ll
(cont.)
Routine Leachate Monitoring Parameters
STORET
Fluoride
00951
Iron (total)
01045
Lead (total)
01051
-
Manganese
(total)
01055
Methylene Chloride
34423
Methyl Ethyl Ketone
81595
Nitrate-Nitrogen
00620
Nitrobenzene
34447
Phenanthrene
34461
Phenols
-
32730
Potassium
00937
Oils (hexane soluble or equivalent)
00550
Selenium
01147
Sodium
00929
Sulfate
00945
Tin
01102
Total Dissolved Solids (TDS)
70300
Total Organic Carbon (TOO)
00680
Toluene
34010
Trichloroethylene
39180
Xvlene
81551
m-Xylene
77134
o-Xylene
77135
p-Xylene
77133
m-Dichlorobenzene
34566
o-Dichlorobenzene
34536
p-Dichlorobenzene
34571
p-Isopropyltoluene
77356
Total Dissolved
Solids
70300
Total
Suspended Solids
00530
Ammonia Nitrogen
-
N
00610
Bacteria (Fecal Coliform)
31616
Biochemical Oxygen Demand(BOD5)
00310
Phosphorous
00665
Chemical Oxygen Demand (COD)
00335

Page 20
LISTL2
Annual
Leachate Monitoring Parameters
STORET
Temp. ofLeachate Sample (°F)
00011
Specific Conductance
00094
pH
00400
-
Elevation Leachate Surface
71993
BTM ofWell Elevation
72020
Leachate Level from
Measuring Point ft.
72109
1,1,1 ..2-Tetrachloroethane
77562
1,1,1 -Trichloroethane
34506
1,1 ,2,2-Tetrachloroethane
34516
1,1,2-Trichioroethane
34511
1,1-Dichloroethane
34496
1 ,1-Dichloroethylene
34501
1,1-Dichloropropene
77168
1 ,2,3-Trichlorobenzene
77613
1 ,2,3-Trichloropropane
77443
1,2,4-Trichlorobenzene
34551
1 ,2,4-Trimethylbenzene
77222
1,2-Dibromo-3-Chloropropane
38760
I ,2-Dichloroethane
34531
1,2-Dichloropropane
34541
1,3,5-Trimethylbenzene
77226
I ,3-Dichloropropane
77173
1,3-Dichloropropene
34561
l,4-Dichloro-2-Butene
73547
1-Propanol
77018
2,2-Dichioropropane
77170
2,4,5-tp (Silvex)
39760
2,4,6-Trichlorophenol
34621
2,4-Dichiorophenol
34601
2,4-Dichlorophenoxyacetic Acid (2,4-D)
39730
2,4-Dimethylphenol
34606
2,4-Dinitrotoluene
34611
2,4-Dinitrophenol
34616
2,6-Dinitrotoluene
34626
2-Chloroethvl Vinyl Ether
34576
2-Chloronaphthalene
34581
2-Chlorophenol
34586
2-Hexanone
77103
2-Propanol (Isopropyl Alcohol)
81310

Page
21
LIST L2 (cont.)
Annual
Leachate Monitoring Parameters
STORET
3,3-Dichlorobenzidine
34631
4,4-DDD
39310
4,4-DDE
39320
4,4-DDT
39300
4,6-Dinitro-O-Cresol
34657
4-Bromophenyl Phenyl Ether
34636
4-Chlorophenyl Phenyl Ether
34641
4-Methyl-2-Pentanone
78133
4-Nitrophenol
34646
Acenaphthene
34205
Acetone
81552
Alachlor
77825
Aldicarb
39053
Aldrin
39330
Alpha-BHC
39337
Aluminum
01105
Ammonia
Nitrogen-N
00610
Anthracene
34220
Antimony
01097
Aroclor-1016
34671
Aroclor-1221
39488
Aroclor-1232
39492
Aroclor-1242
39496
Aroclor-1248
39500
Ai~oclor-1254
39504
Aroclor-1260
39508
Arsenic (total)
01002
Atrazine
39033
Bacteria (Fecal Coliform)
31616
Barium
01007
Beazene
34030
Benzo
(a) Anthracene
34526
Benzo (a) Pyrene
34247
Benzo (b)Fluoranthene
34230
Benzo(ghi)Perylene
34521
Benzo (k)
Fluoranthene
34242
Beryllium (total)
01012
Beta-BHO
39338
Bicarbonate
00425

Page 22
LIST L2 (cont.)
Annual Leachate Monitoring Parameters
STORET
Biochemical Oxygen Demand (30D5)
00310
Bis (2-Chloro-1 -Methylethyl) Ether
73522
Bis (2-Chioroethoxy) Methane
34278
Bis (2-Chioroethyl) Ether
34273
-
Bis (2-Ethyihexyl) Phthalate
39100
Bis(Chloromethyl)Ether
34268
Boron
01022
Bromobenzene
81555
Bromochioromethane
77297
Bromodichloromethane
32101
Bromoform
32104
Bromomethane
34413
Butanol
45265
Butyl Benzyl Phthalate
34292
Cadmium (total)
01027
Calcium
00916
Carbofuran
81405
Carbon Disulfide
77041
Carbon Tetrachloride
32101
Chemical OxygenDemand (COD)
00335
Chlordane
39350
Chloride
00940
Ohlorobenzene
34301
Ohloroethane
34311
Chloroform
32106
Ohioromethane
34418
Chromium
01034
Ohrysene
34320
Ois-1 ,2-Dichloroethylene
77093
Cobalt
01037
Copper (total)
01042
Cyanide
00720
DDT
39370
Delta
-
BHO
46323
Di-N-Butyl Phthalate
39110
Di-N-Octyl Phthalate
34596
Dibenzo (a,h) Anthracene
34556
Dibromochloromethane
32105
Dibromomethane
77596

Page
23
LIST L2
(cont.)
Annual Leachate Monitoring Parameters
STORET
Dichiorodifluormethane
34668
Dieldrin
39380
Diethyl Phthalate
34336
Dimethyl Phthalate
34341
-
Endosulfan I
34361
Endosulfanil
34356
Endosulfan Sulfate
34351
Endrin
39390
EndrinAldehyde
34366
Ethyl Acetate
81585
Ethylbenzene
78113
Ethylene Dibromide (EDB)
77651
Fluoranthene
34376
Fluorene
34381
Fluoride
00951
Heptachior Epoxide
39420
Heptachlor
39410
Hexachlorobenzene
39700
Hexachiorobutadiene
39702
Hexachlorocyclopentadiene
34386
Hexachioroethane
34396
Ideno (1,2,3-cd) Pyrene
34403
lodomethane
77424
Iron
01045
Isopropylbenzene
77223
Lead
01051
Lindane
39782
Magnesium
00927
Manganese
01055
Mercury
71900
Methoxychlor
39480
Methyl Chloride
34418
Methyl Ethyl Ketone
81595
Methvlene Bromide
77596
Methvlene Chloride
34423
Naphthalene
34696
Nickel
01067
Nitrate-Nitrogen
00620
Nitrobenzene
34447

Page
24
LIST L2 (cont.)
Annual
Leachate Monitoring Parameters
STORET
Oil, Hexane Soluble (or Equivalent)
00550
Parathion
39540
Pentachlorophenol
39032
Phenanthrene
34461
•Phenols
32730
Phosphorous
00665
Polychlorinated Biphenyls
39516
Potassium
00937
Pyrene
34469
Selenium
01147
Silver
01077
Sodium
00929
Styrene
77128
Sulfate
00945
Tert-Butylbenzene
77353
Tetrachlorodibenzo-p-Dixoins
34675
Tetrachloroethylene
34475
Tetrahydrofuran
81607
Thallium
01059
Tin
01102
Toluene
34010
Total Dissolved
Solids (TDS)
70300
Total
Organic Carbon (TOO)
00680
Total
Suspended Solids
00530
Toxaphene
39400
Tr~ns-1
,2-Dichloroethylene
34546
Trans-1,3-Dichlorpropene
34699
Trichioroethylene
39180
Trichlorofiuoromethane
34488
Vinyl Acetate
77057
Vinyl Chloride
39175
Xylene
81551
Zinc
01092
m-Dichlorobenzene
34566
m-Xylene
77134
n-Butylbenzene
77342
n-Nitrosodimethylamine
34438
n-Nitrosodiphenylamine
34433
n-Nitrosodipropvlamine
34428

Page
25
LIST L2 (cont.)
Annual Leachate Monitoring Parameters
STORET
n-Propylbenzene
77224
o-Chlorotoluene
77275
o—Dichlorobenzene
34536
o-Nitrophenol
34591
-o-Xylene
77135
p-Chlorotoluene
77277
p-Cresol
77146
p-Dichlorobenzene
~
34571
p-Isopropyltoluene
77356
p-Nitrophenol
34646
p-Xylene
77133
sec-Butylben.zene
77350
LISTL3
RORA
Parameters for Leachate
and
Condensate
Ignitability
STORET
Flashpoint, Pensky-Martens Closed Cup (°F)
00497
Corrosivity
pH
00400
Reactivity
Reactive Cyanide
99040
Reactive Sulfide
99042
Toxicity (TCLP)
Arsenic
99012
Barium
99014
Cadmium
99016
Chromium
99018
Chromium, Hexavalent
99019
Lead
99020
Mercury
99022
Selenium
99024
Silver
99026
Endrin
99028
Lindane
99030
••~.

age
26
LIST L3
(cont.)
RORA Parameters for Leachate and Condensate
Toxicity (TCLP~)
Methoxychlor
99032
Toxaphene
99034
2,4-D
99036
2,4,5-TP Silvex
99038
-Benzene
99128
Carbon tetrachloride
99050
Chlordane
99148
Ohlorobenzene
99096
Chloroform
99149
o-Cresol
99150
m-Oresol
99151
p-Oresol
99152
Cresol
99153
1,4-Dichlorobenzene
99154
1,2-Dichloroethane
99155
1 ,1-Dichloroethylene
99156
2,4-Dinitrotoluene
99157
Heptachlor (and its epoxide)
99158
Hexachlorobenzene
99159
Hexachloro-l, 3-Butadiene
99160
Hexachioroethane
99161
Methyl Ethyl
Ketone
99060
Nitrobenzene
99062
Pentachlorophenol
99064
Pyridine
99066
Tetrachloroethylene
99068
Trichloroethylene
99076
2,4,5-Trichlorophenol
99078
2,4,6-Trichlorophenol
99080
Vinyl Chloride
99162
Notes forall
leachate monitoring parameters:
a.
Flashpoint shall be reported
in degrees Fahrenheit.
The parameters for reactivity
and
toxicity shall be reported in parts per million.
b.
The
permittee
shall obtain metals and organics analysis. Either procedure
may
be
utilized (i.e.. total or TCLP), but any
constituent whose total concentration exceeds
the TCLP limit specified in 35 lAO. Section 72 1.124 must be analyzed using the

Page 27
TCLP test and the results reported, unless an alternative test has been approved by
the Illinois EPA.
TCLP test methods must be in
accordance with SW
846-1311.
c.
The test methods for leachate monitoring shall be those approved in the USEPA’s
Test Methods
forEvaluating Solid Waste, PhysicallChemical Methods (SW-846),
Third
Edition or the equivalent thereof.
d.
All parameters shall be
determined from unfiltered samples.
8.
The schedulefor leachate sample collection
and submission of quarterly monitoring
results is as follows:
-
Sampling Ouarter
Monitoring Point
Sampling List
Report Due Date
Jan-Feb (1st)
L301, L302, L303
List Li
April 15
April-May
(2nd)
L301, L302, L305
List Li
July
15
List L2
JuLy
15
List L3
July
15
July-Aug (3rd)
L301,
L3 02, L3 04 and
List Li
October 15
L3 05
Oct-Nov
(4th)
L301,L302 andL306
List Li
January
15
Li
-
RoutineLeachate
Parameters
L2
-
Annual Leachate Parameters
L3
-
Annual TOLP Leachate Parameters
9.
Pursuant to 35 lAO, Section
81 l.309(g)(1), any chemical
constituent in List Li
that is not
detected in the leachate may be deleted
from List Li.
However,
ifsubsequently in
annual
monitoring that constituent is detected, it
shall be added back to List Li.
All changes to
the leachate parameter lists must be approved by the Illinois EPA through the permit
process.
10.
The applicant shall sample and analyze contents ofthe leachate
storage tanks for the
parameters
in List L3
every time the contents in the leachate storage tanks are removed.
vi.
GROUNDWATER MONITORING
I.
The groundwater monitoring program must be capable ofdetermining background
groundwater quality hydraulically upgradient ofand unaffected by the units and to
detect, from all potential
sources ofdischarge, any
releases to groundwater within
the facility.
The Illinois EPA reserves the right to require installation ofadditional
monitoring wells as may be necessary to satisfy the requirements ofthis permit.

Page
28
2.
The groundwater monitoring wells shall be constructed and maintained in
accordance with the requirements of35 Ill. Adm. Code,
811.318(d) and designs
approved by the Illinois EPA.
3.
Groundwater monitoring wells
shall be installed in the locations
shown
in
Figure 8-
12 and screened in the hydrogeologic unit(s) identified as potential contaminant
pathway(s) within the zone ofattenuation in accordance with Table 8-23, ofthe
permit application, Log No.
1996-147.
All wells as listed in Condition Vffl.9 must
-
be installed so that samples may be taken during the months ofApril-May
1997
and the results submitted to the Illinois EPA by July
15,
1997.
4.
Within 60 days ofinstallation
of
any groundwater monitoring well, boring logs
compiled by a qualified geologist, well development data and as-built diagrams
shall be submitted to the Illinois EPA utilizing the enclosed “Well Completion
Report” form.
For each well installed pursuant to this permit, one form must be
completed.
5.
Groundwater monitoring wells shall be easily visible, labelled with the Illinois
EPA monitoring point designations and fitted with padlocked protective covers.
6.
In the event that any well becomes consistently dry or unserviceable and therefore
requiresreplacement, a replacement
well shall be installed within ten (10) feet of
the existing well.
The Illinois EPA shall be notified in writing at least 15
days
prior to the installation ofall replacement wells.
A replacement well that is more
than ten feet from the existing well or which does not monitor the same geologic
zone is
considered to be a new well and must be approved via a significant
modification permit.
7.
.
All borings, wells and piezometers not used as monitoring points shall be
abandoned in
accordance with the standards in 35111. Adm.
Code 811.3 16, and the
decommissioning and reporting procedures contained
in the Illinois
Department of
Public Health’s (IDPH) Water Well Construction Code, 77 Ill. Adm.
Code, Part
920
(effective 1/1/92).
In the event
specific guidance is notprovided by IDPH
procedures, the enclosed Illinois
EPA monitoring well plugging procedures shall be
followed.
8.
Groundwater sampling and analysis shall be performed in accordance with the
requirements of35
Ill. Adm.
Code 811.318(e) and the specific
procedures
and
methods approved by the Illinois EPA.
9.
The following
monitoring points are to be used in the groundwater detection
monitoring program for this facility:

Page 29
Upgradient Wells
Applicant Designation
Illinois EPA Designation
GilD
#GlIb
G22D
#G22D
G22S
#G22S
Wells Within Zone ofAttenuation
Applicant Designation
Illinois EPA Designation
GuS
#GliSt
G12S
#G12St
G12D
#G12D
G13S
#G13St
G13D
#G13D
G14S
#G14S
G14D
#G14D
G15S
#G15S
G15D
#G15D
G16S
#G16S
G16D
#G16D
G17S
#G17S
G17D
#G17D
G18S
#G18S
G18D
#G18D
G19S
#G19S
G19D
#G19D
G2OS
#G2OS
G21S
#G21S
G106
*G106
GllO
*G1i0
GuS
*Gli5
Gl14
*0114.
Compliance Boundary Well(s)
Applicant Designation
Illinois
EPA Designation
G23D
#G23D

Page 30
Piezometers
Applicant Designation
Illinois EPA Designation
PZ-2-Sh
PI2D
PZ-3-Sh
P13D
PZ-4-Sh
PI4D
PZ-5-OB
PI5St
-
PZ-5-Dsh
P15L
PZ-6-Sh
P16D
P105
P105
PZ-7-Sh
P17D
PZ-8-Sh
P18D
PZ-8-Dsh
P1 8L
GilO
P110
PZ-9-Sp
P19S
P111
*p~fl
S
-
Represents wells/piezometers screened in the unconsolidated mine spoil
S1
-
Represents wells/piezometers screened in unconsolidated lacustrine deposits
D
-
Represents wells/piezometers screened in the upper shale unit
L
-
Represents wells/piezometers screened in the lower shale unit
*
-
Represents wells/piezometers to be removed from the monitoring program
Represents
wells/piezometers to be added to
the monitoring program
10.
The monitoring program, approved by Permit No. 1996-147, shall continue for a
minimum period of 30
years after closure and shall not cease until the conditions
described in 35111. Adm.
Code,
811.31 9(a)( 1 )(C) have been achieved.
The operator
shall collect samples from all ofthe monitoring wells listed in Condition Vffl.9, test
the samples forthe parameters listed in
Condition VIII.12 (Lists Gi
and 02), and
report the results to
the Illinois
EPA, all in
accordance with the schedule in Condition
Vffl.1 7.
The operator shall sample all ofthe piezometers listed in
Condition VIII.9. for
the parameters listed
in Condition VIII. 12, List Gi
(Field Parameters), and report the
results to the Illinois EPA, all in accordance with the quarterly
schedule in
Condition
VIH.1
7.
11.
The applicable groundwater quality standards (AGQS) and the maximum allowable
predicted concentrations (MAPO), as listed in
Condition
12 below, are subject to the
following conditions:
a.
Temperature and the field parameters involving depth or elevation are not
considered groundwater constituents and
do not need AGQS.

Page 31
b.
For constituents
which have not been detected in the groundwater, the practical
quantitation limit (PQL) shall
be used as the AGQS.
c.
MAPCs are only applicable to
those wells within the zone of attenuation.
d.
AGQS are only applicable to upgradientfbackground and compliance
boundary
wells.
12~
AGQS
and MAPC
values must be determined for all ofthe parameters which appear in
either Lists G
1
or 02 (not including groundwater depth or elevations).
The AGQS
values shall be calculated using four (4)
consecutive quartersof groundwater
monitoring data and employing
the
statistical method described in
Chapter 7 ofthe
application, Log No. 1996-147.
-TemporaryAGQSs/MAPCsfor wells screened in the mine spoil are attached to this document-
LIST Gi
(Groundwater
-
Quarterly)
-
UPPER SHALE
FIELD PARAMETERS
STORETS
MAPC/AGOS
pH
00400
6.18-7.47
Specific Conductance
00094
Temperature of Water Sample
F)
00011
Depth to Water (ft. below land surface)
72019
Depth to Water (ft. below measuring point)
72109
Elevation ofMeasuring Point (Top of
casingft.MSL)
72110
Elevation ofGroundwater Surface (ft. MSL)
71993
Elevation ofBottom ofWell (ft. MSL)
72020
INDICATOR PARAMETERS
STORETS
MAPC/AGOS
Ammonia
(as Nitrogen; Dissolved) mgtL
00608
0.9
Arsenic
(Dissolved) ug/L
01000
27.1
Boron (Dissolved) ug/L
01020
Cadmium (Dissolved) ug/L
01025
5.1
Chloride (Dissolved)
mg/L
00941
6
Cyanide (Total)
mg/L
00720
0.009
Iron
(Dissolved) ug/L
01046
3,239
Lead (Dissolved)
ug/L
01049
1
Manganese (Dissolved) ug/L
01056
1,348
Mercury
(Dissolved)
ug/L
71890
0.3

Page 32
LIST Gi
(Groundwater
-
Quarterly) (cont.)
UPPER SHALE
INDICATOR PARAMETERS
STORETS
MAPC/AGOS
Nitrate (as Nitrogen, Dissolved) mg/L
00618
Phenols (Total Recoverable) ugfL
32730
6
Sulfate (Dissolved) mgfL
00946
1,600
Total Dissolved Solids (TDS, 180°C;Dissolved) mg/L
70300
2,939
Total Organic Carbon (TOO; Total) mg/L
00680
3.8
Zinc (Dissolved) ugfL
01090
NOTE:
i.
All parameters with the “(Dissolved)”
label to the right shall
be determined
using
groundwater sampleswhichhave been filtered
through
a
0.45 micron filter.
All other
parameters shall
be determined from unfiltered samples.
ii.
Maximum allowable predicted concentrations (MAPCs) and applicable groundwater
quality standards (AGQS) are given in ugfL except as otherwise noted.
Also, the
monitoring results should be reported in ug/L units unless otherwise indicated.
LIST
G2 (Groundwater
-
Annual)
PARAMETERS (ugIL)
STORETS
MAPO/AGOS
UNFILTERED (totals)
Acetone
81552
10
Acrolein
34210
50
Acrylonitrile
34215
50
# Alachior
77825
0.2
#Aldicarb
39053
0.2
@Aldrin
39330
0.05
Aluminum
01105
80,649
Ammonia(asN)(mw’L)
00610
1.4
#Antimony
01097
4
#Arsenic
01002
126
#Atrazine
39033
0.2
~Barium
01007
1,417
#Benzene
34030
1
# Benzo(a)Pvrene
34247
0.2
~Beryllium
01012
16
BOD(mgfL)
00310
6

Page
33
LIST G2 (Groundwater
-
Annual) (cont.)
PARAMETERS (ug/L)
STORETS
MAPO/AGOS
UNFILTERED (totals)
#Boron
01022
650
*Bromobe~ene
81555
1
*Bromochloromethane (chiorobromomethane)
77297
1
32101
1
*Bromoform (Tribromomethane)
32104
1
*Bmmomethane (Methyl Bromide)
34413
2
*n..Butylbe~ene
77342
1
*~ec_~utyJbep~ne
77350
1
*tert..Butylbep~ene
77353
1
#Cadmium
01027
4
Calcium (mg/L)
00916
565
#Carbofuran
81405
1.5
Carbon Disulfide
77041
1
#CarbonTetrachloride
32102
1
Chemical Oxygen Demand (COD) (mg/L)
00335
9
#Chlordane
39350
0.5
#Chloride(mgfL)
00940
10.1
#*Chlorobenzene
34301
1
*CMoroeth~e(Ethyl
Chloride)
34311
2
*Chloroform (Trichloromethane)
32106
1
*Chloromethane (Methyl Chloride)
34418
2
bis(chloromethyl)Ether
34268
10,000
*oChlorotoluene
77275
1
*p.Chlorotoluene
77277
1
#Chromium
01034
310
*
Chiorodibromomethane (Dibromochloromethane)
32105
1
#Cobalt
01037
166
#Copper
01042
20
p-Cresol
77146
10
#
Cyanide (mg/L)
00720
0.009
#Dalapon
38432
1.5
@DDT
39370
0.1
*Dibromomethane (Methylene Bromide)
77596
1
*mDichiorobe~ene(1,3 Dichlorobenzene)
34566
#*o_Dichlorobenzene (1,2 Dichlorobenzene)
34536
1
~ p-Dichlorobenzene (1,4 Dichlorobenzene)
34571
*Djchlorodifiuoromethane
34668
2
#*Dichloromethane (Methylene Chloride)
34423
5

Page 34
LISTG2 (Groundwater
-
Annual) (cont.)
PARAMETERS (ug/L)
STORETS
MAPC/AGOS
UNFILTERED (totals)
@Dieldrin
39380
0.1
Diethyl Phthalate
34336
10
Dimethyl Phthlate
34341
10
Di-N-Butyl
Phthlate
39110
~ Dinoseb (DNBP)
81287
0.2
~Endothall
38926
9
~Endrth
39390
0.1
?
Di(2-Ethylhexyl)Phthalate
39100
10
#*Ethylbe~ene
78113
1
~*EthyleneDibromide (EDB)(1,2-Dibromo èthane)
77651
0.05
~ Fluoride (mg/L)
00951
390
~Heptachlor
39410
0.05
# Heptachlor Epoxide
39420
0.05
*Hexachlorobutadjene
39702
10
# Hexachiorcyclopentadiene
34386
lodomethane (Methyl Iodide)
77424
1
flron
01045
271,254
Isophorone
34408
10
*Isopropylbe~ene
77223
1
*p4sopropyltoluene
77356
~Lead
01051
140
~Lindane
39782
0.05
Magnesium (mg/L)
00927
299
~Manganese
01055
15,062
~Mercuiy
71900
0.3
~ Methoxyclor
39480
0.5
*Naphthalene
34696
10
#Nickel
01067
826
# Nitrate-Nitrogen (mg/L)
00620
0.14
@
Oil(Hexane-Soluble or Equivalent)
(mg/L)
00550
2
@Parathion
39540
0.2
#Pentachlorophenol
•.
39032
0.05
pH
00400
6.18-7.47
#Phenols
32730
6
# Picloram
39720
0.2
# Polychlorinated Biphenyls
39516
1.7
Potassium (mgIL)
00937
55.7
*n..Propylbenzene
77224
1

Page
35
LIST 02 (Groundwater
-
Annual) (cont.)
PARAMETERS (ug/L)
STORETS
MAPC/AGOS
UNFILTERED (totals)
#Selenium
01147
4
#Silver
01077
ii
#Simazine
39055
0.2
Sodium(mg/L)
00929
190
#*Styrene
77128
1
# Sulfaie (mg/L)
00945
1600
~TDS(Driedati80°,mg/L)
70300
2,939
TOC(mg/L)
00680
3.8
#*Tetrachloroethylene (Perchloroethylene)
34475
1
Tetrahydrofuran
81607
20
#Thallium
01059
2
#*Toluene
34010
-
1
#Toxaphene
39400
1.5
# Trichloroethylene (Trichioroethene)
39180
1
*Ti.jchiorofiuoromethane
34488
1
Vanadium
01087
1,208
#Vinyl
Chloride
39175
2
Vinyl
Acetate
77057
5
#Xylenes
81551
2
*m..xylene
77134
2
*o.~Xylene
77135
1
*p..xylene
77133
2
#Zinc
01092
349
*1,1,1
,2-T~trach1oroethane
77562
1
~ 1,1,1 -Trichioroethane (Methylchloroform)
34506
1
*l,l,2,2Te~cMoroethane
34516
1
#*1,1,2~Trich1oroethane
34511
1
*1,1..Dichloroethane
34496
1
# 1.1-Dichloroethylene
34501
1
*1,l..Dichloropropene
77168
*
1,2,3-Trichlorobenzene
77613
*1 .2,3-Trichloropropa.ne
77443
1
#~
I .2.4-Trichlorobenzene
34551
1
*
I
.2.4-Trimethylbenzene
77222
#“
1 .2-Dibromo-3-Chloropropane (DBCP)
3 8760
0.05
#*cis~1
.2-Dichloroethvlene
77093
#*trans~1
.2-Dichioroethylene
34546
1
#
I .2-Dichloroethane
3453
1
1

Page
36
LIST G2 (Groundwater
-
Annual) (cont.)
PARAMETERS (ug/L)
STORETS
MAPC/AGOS
UNFILTERED (totals)
#*1,2~Dichloropropane
(Propylene Dichioride)
34541
1
*1,3,s..Trimethylbe~ene
77226
*1,3.Dichloropropane
77173
1
*1,3..Dichloropropene
34561
1
cis-1 ,3-Dichloropropene
34704
1
trans-i
,3-Dichloropropene
34699
1
trans-l,4-Dichloro-2-Butene
73547
1
*2,2_Dichioropropane
77170
1
# 2,4,5-TP
(Silvex)
39760
0.05
~2,4-Dichlorophenoxyacetic Acid (2,4-D)
39730
0.1
2-Butanone(Methyl Ethyl Ketone)
81595
5
2-Hexanone (Methyl Butyl Ketone)
77103
5
4-Methyl-2-Pentanone (Methyl Isobutyl Ketone)
78133
5
NOTE:
i.
All parameters withthe “(Dissolved)” label to the right shall be determined
using
groundwater samples whichhave been filtered
through a 0.45
micron filter.
All other
parameters shall be determined from unfiltered samples.
ii.
Maximum allowable predicted concentrations (MAPOs) and applicable groundwater quality
standards (AGQS) are given in ug(L except as otherwise noted.
Also, the monitoring results
should be reported in
ugfL units unless
otherwise indicated.
iii.
The preceding list ofparameters (G2) includes all those found in Attachment
1
to Appendix
C to LPO-PA2. The51
constituents from 40 CFR 141.40 and
the parameters from 35
Iii.
Adm. Code 620.410 and the parameters from
35111. Adm.
Code 302, designated with
(*),
(#)
and
(@)
respectively are required to be monitored annually and may not be deleted.
13.
Pursuant
to
35111. Mm.
Code, 811 .31 9(a)(4)(A), any ofthe following events shall
constitute an observed increase oiily if the concentrations of the constituents monitored
can be measured at or above the practical quantitation limit (PQL):
a.
The concentration ofany
constituent in List Gi
ofCondition VIII.12 shows a
progressive increase over four (4) consecutive quarters.
• •

Page
37
b.
The
concentration of
any constituent monitored in
accordance with List G I
or
List 02 of Condition VIII. 12
exceeds the MAPC
at an established monitoring
point within the zone ofattenuation.
c.
The concentration of any organic constituent in List G2, monitored in accordance
with Condition Vifi. 12 exceeds the preceding measured concentration at any
established point.
-
d.
The
concentration
of
any constituent monitored
at or beyond the edge ofthe zone
of
attenuation (compliance
boundary)
exceeds
its
AGQS,
or
pursuant
to
811 .320(d)(l) any constituent monitored at an upgradient
well, exceeds
its
AGQS.
14.
Foreachround ofsampling described in Condition 10 of
this
Section, the operator
must determine if an observed increase has occurred within 45 days ofthe date the
samples were collected.
If an observed increase is identified, the operator must also
notify the Illinois EPA in writing within
10 days and follow the confirmation
procedures of35 Ill. Adm. Code,
811.31 9(a)(4)(B).
Furthermore, the operator must
complete the confirmationprocedures within 90 days ofthe initial sampling event.
15.
Within 90
days ofconfirmation ofany monitored increase, the operator shall submit a
permit application for a significant modification to begin an assessment monitoring
program in order to determine whether the solid waste disposal facility is the source of
the contamination and to provide information needed to carry out a groundwater
impact assessment in accordance with 35111. Adm. Code 811.319(b).
16.
The first quarterly statistical evaluations shall
be performed on groundwater samples
•taken during the months ofApril-May,
1997 and the results submitted to the Illinois
~PA
by July
15,
1997.
17.
The schedule for sample collection
and
submission of
quarterly monitoring results is as
follows:
Sampling Quarter
Sampling Due
Report Due Date
Jan-Feb (1st)
List Gi
April
15
April-May (2nd)
List 01
and G2
July
15
July-Aug (3rd)
List 01
October 15
Oct-Nov (4th)
List Gi
January
1
5
G 1
-
Routine Groundwater Parameters
G2
-
Annual
Groundwater Parameters
~ Piezometers shall be
sampled forthe List G I, Field Parameters
only each sampling quarter.

?age
38
18.
Elevation of stick-up is to
be surveyed and
reported
to the Illinois EPA:
a.
When the well is installed (with the as-built diagrams),
b.
Every two years thereafter, or
c.
Whenever there is reason to believe that the elevation has changed.
19:
Annually, the operator shall prepare an evaluation ofthegroundwater flow direction
and the hydraulic gradients at the facility using the groundwater surface elevations
(Storet #71993) determined for eachmonitoring event.
This assessment shall be
submitted with the monitoring results due on July
15.
20.
All monitoring points shall be maintained in
accordance
with the approved permit
application such that the required samples and measurements maybe obtained.
21.
The applicant shall submit to the Illinois EPA a revised list ofAGQSs and MAPOs for
the monitoring wells screened in the mine spoil deposits, based on monitoring data
taken only from wells upgradient to
the facility in
accordance with 35 lAO 811.320(d).
The revised AGQSs
should be submitted to the Illinois EPA no
later than January 31,
1997 in the form ofa significant modification permit application.
In order to re-
evaluate the conclusions of the groundwater impact assessment, this application shall
also include a comparison ofthe model predicted concentrations in the minespoils with
the AGQSs developed for that zone and the conclusions ofthe comparison.
The
comparison shall include all predicted concentrations and the respective AGQSs in
tabular form.
22.
The applicant shall submitto the Illinois EPA intrawell AGQSs and MAPOs for the
rnonitoring wells screened in the lacustrine deposits, based on
sampling for four
consecutive quarters and using the procedures described in Chapter 7 of the application
Log No. 1996-147, for the parameters in lists Gi
and G2.
The AGQSs/MAPOs shall
be submitted in the form ofa significant modification permit application no later than
January 15.
1998.
In order to re-evaluate the conclusions ofthe groundwater impact
assessment, this application shall also include a comparison ofthe model predicted
concentrations in the lacustrine deposits with the AGQSs
developed
for that zone and
the conclusions ofthe comparison.
The comparison shall include all predicted
concentrations and the respective AGQSs in tabular form.
23.
The applicant shall provide a demonstration that the exceedences of theproposed
AGQSs in Gi
14 are related to
spacial variation in groundwater quality within the mine
spoil deposits
and provide
an alternative statistical method for analyzing groundwater

Page
39
data in the deposits.
Ifthe demonstration cannot be made then applicant shall submit
an assessment monitoring plan in accordance with
35 lAO 811.319(b).
The
demonstration or assessmentplan should be submitted
as a significant modification by
July
15,
1997.
24.
The applicant shall submit to the Illinois EPA AGQSs and MAPCs forthe following
list ofconstituents based on four quarters ofmonitoring and using the procedures
described in Chapter 7 ofthe
application
Log No 1996-147.
The AGQSs/MAPCs shall
-
be submitted in the form ofa significant modification permit application no later than
January 15,
1998.
Specific Conductance
Boron (Dissolved)
Nitrate (as Nitrogen, Dissolved)
Zinc (Dissolved)
Di-N-Butyl Phthalate
Hexachiorocyclopentadiene
-
p-isopropyltoluene
IX.
LANDFILL GAS
MANAGEMENT/MONITORING
The
landfill gas monitoring plan described in Application Log No.
1996-147 is
approved.
The gas monitoring probes within the waste boundary described in
Application Log No. 1996-147 shall be installed and put into service within ninety
days after final cover has been applied to the various areas where they are located.
2.
The gas monitoring probes both inside and outside the waste boundary shall be
monitored for the following parameters:
a.
Methane;
b.
Pressure;
c.
Nitrogen*;
d.
Oxygen; and
e.
Carbon Dioxide
*NOTE:
For routine monitoring, Nitrogen may be reported as the net remaining
volume fraction afterthe other measured constituents have been accounted for.
3.
The ambient airmonitoring devices described in theApplication Log No. 1996-147
shall beused to monitor the
air downwind ofthe landfill for methane.
4.
All
buildings within the
facility boundaries, not including trailers sitting
on blocks,
shall be
monitored continuously for methane.

Page
40
5.
Gas monitoring in accordance with this permit shall begin within 30 days ofissuance,
shall continue for at least 30 years afterclosure and may be discontinued only after the
conditions described in 35 lAO, Section
81 1.310(c)(4) have been achieved.
6.
Sampling and testing ofthe gas monitoring probes and ambient air monitoring shall be
performed at least monthly throughout the remaining operating life and during the first
five years after its closure ofthe unit.
Then during the remainder ofthe post-closure
care period, this monitoring frequency may be reduced to quarterly.
7.
In the event ofany ofthe occurrences listed below, the operatorshall, within 180 days
ofthe occurrence, submit to the illinois EPA an application for a significant
modification either proposing a gas collection/management system or demonstrating
that the facility is not the cause ofthe occurrence.
a.
A methane concentration greater than 50 percent ofthe explosive limit in air is
detected in any ofthe below ground monitoring devices outside the waste
boundary;
b.
A methane concentration greater than 50 percent ofthe explosive limit in air is
detected during ambient air monitoring;
c.
A methane concentration greater than 25 percent ofthe explosive limit in air is
detected in any building on or nearthe facility; or
d.
Malodors attributed to the unit are detected beyond the property boundary.
8.
The gas probes shall be inspected at least monthly for structural integrity and proper
operation.
9.
The results from gas monitoring for each calendar year shall be
submitted to the
Illinois EPA in the annual report required by 35
lAO, Section 8 13.501.
10.
At the end ofthe post-closure care period, the gas monitoring probes shall be
decommissioned.
The probes outside the waste boundary shall be decommissioned
using the method described in the enclosed Illinois EPA monitoring well plugging
procedure guidance.
In decommissioning the probes within the waste boundaries, the
pipes shall be cut offat least two (2) feet below the low permeability layer and
plugged. Then the low permeability layer, the protective layer and the vegetation shall
be restored in the excavated areas.

Page
41
X.
CLOSURE/POST CLOSURE CARE AND FINANCIAL ASSURANCE
The
facility shall be closed in accordance with the closure plan in Application Log No.
1996-147.
The closure plan includes a plan fortemporary suspension ofwaste
acceptance.
Upon completion ofclosure activities, the operator shall notify the Illinois
EPA that the site
has
been closed in
accordance withthe approved closure
plan
utilizing the Illinois EPA’s “Affidavit for Certification ofCompletion ofClosure of
Non-Hazardous Waste
Facilities.”
2.
Inspections ofthe closed
landfill shall be conducted in accordance withthe approved
post-closure care plan in Application Log No. i996-147.
Records offield
investigations, inspections, sampling and corrective action taken are to be maintained
at the site and made available to
illinois EPA personnel.
During the post-closure care
period, these records are to be maintained at the office ofthe site operator.
3.
Ifnecessary, the soil over the entire planting area shall be amended with lime, fertilizer
andlor organic matter.
On sideslopes, mulch or some other form of stabilizing material
is to beprovided toholdseed in place
and
conserve moisture.
4.
When the post-closure care period has been completed, the operator shall notify the
Illinois EPA utilizing the Illinois EPA’s
“Affidavit for Certification of Completion of
Post-Closure Care forNon-Hazardous Waste Facilities.”
5.
The operator shall provide financial assurance for closure and post-closure care
pursuant to 35
lAO, Section 811.700(b).
However, financial assurance shall be
required only for those areas for which authorization to operate has been obtained or is
being requested.
~s
part of(or prior to) the application forthe first significant modification authorizing
operation forthe lateral expansion, approved by this permit and pursuant to 35
lAO,
813.203, the operator shall revise this cost estimate to reflect any modifications
entailed by the conditions of this permit.
For example, there may be
groundwater and
leachate monitoring points and parameters required by the permit conditions which
were not proposed in the permit application.
The cost of sampling the additional points
and analyzing for the additional parameters may increase the post-closure care cost
estimate.
6.
The total cost estimate for closure and post closure care for this facility approved by
this permit is 52.474.502.
Financial assurance shall be provided in this amount within
90 days from the date ofthis permit.

Page
42
7.
The operator shall increase the total amount offinancial assurance so as to equal the
current cost estimate within 90 days of an increase in the current cost estimate in
accordance with 35
lAO, 811.701(b).
8.
The owner or operator shall adjust the cost estimates for closure, post-closure, and
corrective action for inflation on an annual basis during the following time periods:
a.
The active life of the unit for the closure cost;
b.
The active life and post-closure care period for the post-closure cost; or
c.
Until any corrective action program is completed in accordance with 35 lAO,
Section 811.326, forthe
cost ofcorrective action.
Ifthere are no changes to
the cost estimates, certification for the above shall be
provided to the Illinois EPA in the annual report.
Any increase to the cost estimates
shall be submitted as an
application for significant modification to the permit, and shall
be due the same time as the annual report.
XI.
REPORTING REQUIREMENTS
Within
ninety (90) days of issuance ofthis permit, the operator shall submit to the
illinois
EPA a map ofthe facility with a scale no smaller than one (1) inch equals 200
feet.
This map shall show:
a.
The facility boundaries;
b.
The permitted waste boundaries ofthe unit;
c.
All on-site buildings; and
d.
All groundwater, leachate and gas monitoring points for the unit.
Each monitoring point shall
be labeled on the map with its Illinois EPA designation.
The designations
provided in this permit by the Illinois EPA shall be
used for the
leachate and groundwater monitoring points.
The gas monitoring points shall be
labeled using a logical nomenclature developed by the operator or the consultant.
2.
The annual report for each calendar year shall be submitted to the Illinois EPA by May
I ofthe following year pursuant to 35
lAO, Section
813.501.
The first annual report
shall be for the period from the date ofissuance ofthis permit through the end ofthe
calendar year.
The annual report shall include:

Page 43
a.
A waste volume summary which includes:
i.
Total volume of solid waste accepted at the facility during the past year in
cubic yards as measured at the gate;
ii.
The remaining solid waste capacity in the unit in cubic yards as
measured at
the gate;
and
iii.
A copyofall identification reports required under
35
JAC, Section 811.404.
b.
Monitoring data from the leachate collection system, groundwater monitoring
network,
and
gas monitoring
system
including:
i.
Graphical
results ofmonitoring
efforts;
ii.
Statistical summaries and analysis oftrends;
iii.
Changes to the monitoring program; and
iv.
Discussion oferror analysis, detection limits and observed trends.
c.
Proposed activities for the upcoming year including:
i.
Amount ofwaste expected, in cubic yards;
ii.
Structures to be built; and
iii.
New monitoring stations to
be installed.
d.
The signature ofthe operator orduly authorized agent as specified in 35
lAO,
Section
8 12.104.
3.
In addition to
the annual report, the quarterly reports on groundwater and
leachate
monitoring shall be submitted to the Illinois EPA in accordance with the schedules
described in
Conditions
\TII.8.
and VIll.17, pursuant to 35
TAO, Section
8 13.502.
4.
The original and two
(2) copies ofall certifications, logs, reports
and plan sheets and
three (3) copies of groundwater monitoring chemical
analysis forms which are required
to be submitted to the Illinois
EPA by the permittee should be mailed to the following
address:

age
44
Illinois
Environmental Protection Agency
Planning and Reporting Section
Division ofLand Pollution Control
--
#24-S
2200
Churchill Road
Post Office Box 19276
Springfield, Illinois
62794-9276
Within 35 days ofthe date ofmailing ofthe illinois EPA’s final decision, the applicant may
petition-for a hearing before
the Illinois Pollution Control Board to contest the decision of the
Illinois EPA, however, the 35-day period for petitioning for a hearing may be extended for a
period oftime not to exceed ninety days by written notice provided to the Board from the
applicantand the IllinoisEPA
within the 35-day initial appeal period.
Sincerely,
~
Edwin C. Bakowski,
P.E.
Manager, Permit Section
Bureau ofLand
i~~i~r\
ECB:SCC\mI~961
12S.WPD
Attachments:
1.
Tempory AGQS/MAPCs for wells
screened in mine spoil
2.
Standard
Conditions
Enclosures:
1.
Special Waste Preacceptance Form
(Profile IdentificationSheet)
2.
Annual Generator Special Waste Recertification for
Disposal of Special Waste Form
3.
Well Completion Report Form
4.
Illinois EPA Monitoring Well Plugging Procedure
5.
Chemical Analysis Form and Instructions
6.
Affidavit for Certification
of Completion of Closure of
Non-Hazardous Waste Facilities
7.
Affidavit for Certification ofCompletion ofPost-Closure Care for
Non-Hazardous Waste Facilities
cc:
Devin Moose, P.E.. Engineering Solutions, Inc., w/Attachments

STANDARD CONDITIONS
FOR CONSTRUCTION/DEVELOPMENT
PERMITS
ISSUED BY
THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
July
1,
1979
The
Illinois
~Environmental
Protection
Act
(Illinois
Revised
Statutes,
Chapter
111-1/2,
Section
1039) grants the Environmental
Protection Agency
authority to impose conditions on permits which
it issues.
These
standard
conditions
shall
apply
to
all
permits
which
the Agency
issues
for
construction
or
development
projects
which
require
permits
under
the Divisions
of
Water
Pollution
Control,
Air
Pollution Control,
Public
Water
Supplies,
and
Land
and
Noise
Pollution Control.
Special
conditions
may
also
be
imposed
by
the
separate
divisions
in
addition
to these-standard conditions.
1.
Unless
this permit has been extended or it has been voided
by
a
newely issued permit, this permit will
expire two years
after date
of issuance unless
construction or development on this project has
started on or prior to that date.
2.
The construction or development of facilities covered
by this permit
shall
be done in compliance with applicable provisions of Federal
laws and regulations, the Illinois Environmental
Protection Act,
and Rules and Regulations adopted by the Illinos Pollution Control
Board.
3.
There shall
be no deviations
from the approved plans
and specifi-
cations unless
a
written
request
for modification
of the project,
along with plans
and
specifications
as
required,
shall
have been
submitted to the Agency and
a supplemental written permit
issued.
4.
The permittee shall
allow any agent duly authorized by the Agency
upon the presentation of credentials:
a.
to enter at reasonable times
the permittee’s premises
where actual
or potential effluent, emission
or noise
sources are located or where any activity is
to
be con-
ducted pursuant to this permit.
b.
to have access
to and copy at reasonable times any
records required to
be kept under the terms
and con-
ditions of this permit.
-
c.
to inspect at reasonable times, including during
any hours of operation of equipment constructed or
operated under this permit,
such equipment or monitoring
methodology or equipment required to be
kept, used,
operated,
calibrated and maintained under this permit.
Printed on Recyc~edPaper

d.
to obtain and remove at
reasonable times
samples
of any
discharge or emission of pollutants.
e.
to
enter at reasonable times and utilize any photographic,
recording,
testing, monitoring
or other equipment for the
purpose of preserving,
testing, monitoring, or recording
any activity, discharge,
or emission authorized by this
permit.
5.
The issuance of this permit:
a.
shall
not be considered as
in any manner affecting the title
of the premises upon which the permitted facilities are to
be
located;
b.
does not release the permittee from any liability for
damage
to person
or property caused by or resulting from
the construction, maintenance,
or operation of the proposed
facilities;
c.
does not release the permittee from compliance with other
applicable statutes and regulations
of
the United States,
of the State of Illinois, or with applicable
local
laws,
ordinances and regulations;
d.
does not take into consideration or attest to
the structural
stability of any units or parts of the project;
e.
in
no manner implies or suggests that the Agency
(or its
officers, agents or employees) assumes any liability, directly
or indirectly,
for any loss due to damage, installation,
maintenance, or operation of the proposed equipment or
facility.
6.
Unless
a joint construction/operation permit has been
issued,
a
permit for operating shall
be obtained from the Agency before the
facility
or
equipment
covered
by
this
permit
is
placed
into
operation.
7.
These standard conditions
shall
prevail
unless modified
by special
conditions.
8.
The Agency may file
a compliant with the Board for modification,
suspension or revocation of a permit:
a.
upon discovery that the permit application contained
misrepresentations, misinformation or false statements
or that all
relevant facts were not disclosed;
or
b.
upon finding that any standard or special conditions
have
been violated; or
c.
upon any violation of the Environmental Protection Act or
any Rule or Regulation
effective thereunder
as
a result
of the construction
or development authorized
by this permit.
MLK:dh/17

TEMPORY AGOS/MAPCS
FOR
WELLS
SCREENED
TN MINE SPOIL

TABLE
8-3
MINE SPOIL
MAXIMUM ALLOWABLE PREDICTED CONCENTRATIONS
(most conservative
AGQSs
and
MAPCs)
Parameter (ugh, unless noted)
Storet Number
AGQS
MAPC
PESTICIDES/HERBICIDESIPCBs
~,4-DDT
39370
0.1
0.104
Aidrin
39330
0.05
0.052
hlordane
39350
0.5
0.52
Jieldrin
39380
0.1
0.104
ndothal
-
38926
9
9.36
Endrin
39390
0.1
0.104
2amma-BHC (Lindane)
39782
0.05
0.052
Hieptachior
-
39410
0.05
0.052
Hieptachior epoxide
39420
0.05
0.052
~Iethoxych1or
39480
0.5
0.52
foxaphene
39400
1.5
1.56
.
39730
0.1
0.104
‘.,4,5-TP
(Silvex)
39760
0.05
0.052
Alachior (Lasso)
77825
0.2
0.208
Aldicarb
39053
0.2
0.208
An~azine
-
39033
0.2
0.208
arbofuran
-
81405
1.5
1.56
‘arathion
39540
0.2
0.208
Simazine
39055
0.2
0.208
‘iclorarn
39720
0.2
0.208
Dinoseb
-
81287
0.2
0.208
)alapon
38432
-
1.5
1.56
)acachlorobiphenyl
Polychiorinated
Biphenyls)
39516
06
~
0.624
-
(OLATILE ORGANIC COMPOUNDS
1,1-Dichloroethane
34496
1
1.04
1.1-Dichloroethene
34501
1
1.04
1,
-Dichloropropene
77168
1
1.04
1.1,1-Trichloroethane
34506
1
1.04
1,1,1 ,2-Ten~ach1oroethane
77562
1
1.04
1,1,2-Trichioroethane
34511
1
1.04
1,,2,2-Ten-achloroethane
34516
1
1.04
I .2-Dibromo-3-Chloropropane
38760
0.050
0.052
8-24

TABLE
8-3
MINE SPOIL
MAXIMUM ALLOWABLE PREDICTED CONCENTRATIONS
(most conservative AGQSs
and
MAPCs)
Parameter (ugh, unless
noted)
Storet Number
AGQS
M..APC
1,2-Dichlorobenzene (o-Dichlorobenzene)
34536
1
1.04
1,2-Dichloroethene
77090
2
2.08
1,2-Dichloropropane
34541
1
1.04
1,3-Dichloropropene
34561
1
1.04
rans-
1 ,4-Dichloro-2-Butene
73547
1
1.04
1,2-Dichbroethane
34531
1
1.04
1,2-Dichloropropane
34541
1
1.04
1,2,3-Trichlorobenzerie
77613
1
1.04
1,2,3-Trichloropropane
77443
1
1.04
1
,2.4-Trichlorobenzene
34551
1
-
1.04
1
,2,4-Trimethylbenzene
77222
I
1.04
1 ,3-Dichlorobenzene (m-Dichlorobenzene)
34566
1
1.04
1,3-Dichioropropane
77173
1
1.04
1,3,5-Trimethylbenzene
77226
1
1.04
1,4-Dichlorobenzene
(p-Dichlorobenzene)
34571
1
1.04
a-Chlorotoluene (o-Chlorotoluene)
77275
1
1.04
a,2-Dichloropropane
.
77170
1
1.04
~-Chloroto1uene
(p-Chlorotoluene)
77277
1
1.04
1—Isopropyltoluene (p-Isopropyltoluene)
77356
(~)
Benzene
34030
1
1.04
Bromobenzene
81555
1
1.04
Bromochloromethane
77297
1
1.04
3romodichloromethane
32101
1
1.04
3romoform
.
32104
1
1.04
3romometharie (Methyl Bromide)
34413
2
2.08
arbon Te~achloride
32102
1
1.04
:h1orobenz~ne
34301
1
1.04
h lorodibrornomethane
.
Dibromochloromethane)
.
.~210~
1
1.04
Thloroform
32106
1
1.04
Thioromethane (Methyl Chloride)
34418
2
2.08
;is-l,2-Dichloroethene
77093
1
1.04
is.
I ,3-Dichloropropene
34704
1
1.04
Dibromomethane (Methylene Bromide)
77596
1
1.04
Dichlorodifluorornethane
34668
2
2.08
8-25

TABLE 8-3
MiNE SPOIL
MAXIMUM
ALLOWABLE PREDICTED CONCENTRATIONS
(most conservativeAGQSs and MAPCs)
Parameter
(ucjl, unless noted)
Storet Number
AGQS
MAPC
)ichloromethane
(Methylene Chloride)
34423
5
5.2
~ihylbenzene
78113
1
1.04
~thylene
Dibromide (1,2-Dibromoethane)
77651
0.05
0.052
~iexachlorobutadiene
39702
10
10.4
iso-Propylbeozene (Isopropylbenzene)
77223
1
1.04
,-Xy1ene~’~
77133
2
2.08
.
77134
2
2.08
~-Buty1benzene
77342’
1
-
1.04
i-Propylbenzene
77224
-
1
1.04
-Xylene
77135
1
1.04
~ec-Buty1benzene
77350
1
1.04
Styrene
77128
1
1.04
:ert-Butylbenzene
77353
1
1.04
reu~achIoroethene
34475
1
1.04
Toluene
34010
1
1.04
rans-1,2-Dichloroethene
34546
1
1.04
rans-
I,3-Dichloropropene
34699
1
1.04
Trich~orofiuoromethane
34488
1
1.04
Frichloroethene
39180
1
1.04
Vinyl Chloride
39175
2
2.08
a-Butanone (Methyl
Ethyl Ketone)
81595
5
5.2
~cetone
81552
10
10.4
~ciy1onin~ile
34215
50
52
hloroethane
34311
-
2
2.08
a-Hexanone
77103
-
5
5.2
4-Methyl-2-Pentanone
78133
5
5.2
~yIene, total
81551
3
3.12
~crolein
34210
50
52
arbon
Disulfide
77041
1
1.04
)is(chloromethvl)ether
34268
10000
10400
lodomethane
.
.
77424
1
1.04
Iirivl
Acetate
77057
5
5.2
8-26

TABLE
8-3
MINE SPOIL
MAXIMUM ALLOWABLE PREDICTED CONCENTRATIONS
(most conservative AGQSs
and MAPCs)
Parameter (ughl,
unless
noted)
Storet Number
AGQS
MAPC
SEMIVOLATILEORGANIC COMPOUNDS
~Methylphenol(p-Cresol)
77146
-
10
10.5
~is(2-Ethylhexyl)phthalate
39100
10
10.5
~iethy1
phthalate
34336
10
10.5
~aphtha1ene
34696
10
10.5
‘entachlorophenol
39032
0.05
0.053
3enzo(a)pyrene
34247
10
10.5
Jimethyl phthalate
34341
10
-
10.5
Isophorone
34408
10
10.5
fetrahydrofuran
81607
20
21
NORQANICS (DISSOLVED)
~jnmonia(mg/I)
00608
3.5
-
3.64
A.rsenic
01000
-
9.9
10.296
admium
-
01025
20
20.8
hioride (mg/I)
.
00941
-
42
43.68
:ron
01046
335338
348751.52
..ead
01049
7
7.28
~1anganese
01056
54274
56444.96
~4ercury
71890
0.3
0.3 12
Sulfate
00946
3110
3234.4
fotal Dissolved Solids (ROE,
mg/I)
70300
4840
5033.6
fNORGANICS (TOTALS)
~mmonia (mg/I)
00610
2.58
2.6832
~ntimony
01097
10
10.4
~rsenic
01002
211
219.44
3arium
01007
1630
1695.2
30D(mg/I)
00310
34
35.36
3oron
01022
6880
7155.2
admium
01027
85
88.4
alcium
(mg/I)
00916
.
562
584.48
:hloride (m~1)
00940
40
41.6
Thromiurn
10134
550
572
8-27

TABLE 8-3
MINE
SPOIL MAXIMUM ALLOWABLE PREDICTED CONCENTRATIONS
(most
conservative
AGQSs
and MAPCs)
Parameter
(ughl,
unless noted)
Storet Number
AGQS
MAPC
obalt
01037
1011
1051.44
~DD (mg/I)
-
00335
1360
-
1414.4
opper
01042
235
244.4
yanide (mg/I)
,
00720
0.009
0.00936
~uoride
00951
5.4
5.616
~rease and Oil (Hexane Soluble or
-
.
.
~uivalent,
mg/i)
00550
8
8..2
:r~~
01045
599979
623978.16
..ead
01051
106
110.24
~4agnesium
00927
416000
432640
~4anganese
01055
49100
51064
v~ercury
71900
0.4
0.416
~4ickel
01067
1930
2007.2
~Ji~ate-Nitrogen(mg/I)
00620
-
0.18
0.1872
‘henol
32720
6
6.24
,H(su)
00400
3.72/5.84
3.8688
~otassium(mg/I)
00937
167
173.68
~OE
(Total
Dissolved Solids)
-
70300
4840
5033.6
Selenium
01147
12
12.48
Sodium
(mg/i)
00929
565
587.6
Sulfate (rug/I)
-
00945
3110
3234.4
Thallium
01059
4
4.16
roc
(mg/I)
00680
4.06
4.2224
Vanadium
-
01087
904
940.16
zinc
-
01092
4783
4974.32
‘~luminum
01105
394597
410380.88
3eryllium
01012
36.3
37.752
Silver
01077
20
-
20.8
~ickel
-
01067
1930
2007.2
8-28

TABLE 8-3
MINE SPOIL
MAXIMUM
ALLOWABLE PREDICTED CONCENTRATIONS
(most conservative AGQSs
and
MAPCs)
Parameter(u~1,unless noted)
Storet Number
AGQS
MAPC
~‘1ISCELLANEOUS
ORGANICS
~xach1orocyclopentadiene
34386
(2)
)~-N-Buty1Phthalate
39110
4~tes:
1)
m-
and
p-Xylene reported in
laboratory
analyses together.
2)
Additional
compounds
which
were
not
analyzed
in
the
initial
leachate
and
groundwater
sampling.
Chemical
analyses
have
been
performed
on
subsequent
chemical
analyses
for
initial
leachate
anc
roundwater quality
and
will
be
reported to the A~encv
after four quarters
of
data
have been
collected.
8-29

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