~ECE~VED

CLERK’S OFFICE

AUG 2 6 2004

BEFORE THE ILLINOIS POLLUTION CONTROL BOARD

STATE OF ILLINOIS

Pollution Control Board

NOTICE OF FILING AND PROOF OF SERVICE

The undersigned certifies that an original and nine copies of Petitioners’ Addendum to

Petition for Review of Permit Conditions was served upon the Clerk of the Illinois Pollution

Control Board, and one copy was served upon the following party of record in this cause by

enclosing same in envelopes addressed to:

Dorothy Gunn, Clerk

Illinois Pollution Control Board

James R. Thompson Center

100W. Randolph St., Suite 11-500

Chicago, IL 60601

Division ofLegal Counsel

Illinois Environmental Protection Agency

1021 N. Grand Ave. East

P.O. Box 19276

Springfield, IL 62794-9276

with postage fully prepaid, an~Øby depositing said envelopes in a U.S. Post Office Mail Box in

Springfield, Illinois on the~2~dayofAugust, 2004, before

5:30

p.m..

HEDINGER LAW OFFICE

2601 South Fifth Street

Springfield, IL 62703

(217)

523-2753

phone

(217) 523-4366 fax

~‘

StepheI

.

Hedi er

KIBLER DEVELOPMENT CORPORATION and

MARION RIDGE LANDFILL, INC.,

Petitioners,

V.

ILLINOIS ENVIRONMENTAL PROTECTiON AGENCY,

Respondent.

)

)

)

)

)

)

)

)

)

)

Case No

________

Permit Appeal

This Pleading is being submitted on recycled paper

---

BEFORE THE~~E~4j,~ONTROL

BOARD

KIBLER DEVELOPMENT CV1~J~

a~i4I

\~

I In\ I

L..~ )

MARION RIDGE LANDFILL,~J~\~

U ~_~JU U

~LJ U

L_J

)

)

Pollution

STATE OF

ControlILLINOISBoard

Petitioners,

)

v.

)

CaseNo.

£.-‘

)

Permit Appeal

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY,

)

)

Respondent.

)

ADDENDUM TO PETITION FOR REVIEW OF PERMIT CONDITIONS

NOW COME Petitioners, KIBLER DEVELOPMENT CORPORATION and MARION

RIDGE LANDFILL, INC., through their undersigned attorney, and hereby submit this Addendum

to Petition for Review of Permit Conditions. In support ofthis Addendum, Petitioners state as

follows:

1. By mailing on Friday, August 20, 2004, Petitioners submitted to this Board their

Petition for Review of Permit Conditions, seeking review ofpermit conditions imposed by

Respondent ILLINOIS ENVIRONMENTAL PROTECTION AGENCY to a permit issued on

July 23, 2004.

2. Petitioners’ Petition reference its own Exhibit “A” which was to be a true and correct

copy of the July 23 permit.

3. Inadvertently Petitioners neglected to include Exhibit “A” with their Petition for Review

of Permit Conditions. Accordingly, the permit approval letter is attached hereto as Exhibit “A”.

WHEREFORE Petitioners, KIBLER DEVELOPMENT CORPORATION and MARION

RIDGE LANDFILL, INC., submit theirAddendum to Petition for Review ofPermit Conditions.

---

Respectfully submitted,

Kibler Development Corporation and

Marion Ridge Landfill, Inc.,

Petitioners,

By their attorney,

HEDThJQfR LAW OFFICJ~

44~

Silphen F. Hedi1~iger

“

Hedinger Law Office

2601 South Fifth St.

Springfield, IL 62703

(217) 523-2753 phone

(217) 523-4366 fax

2

---

217/524-3300

July 23, 2004

JLLINOIS ENVIRONMENTAL PROTECTION AGENCY

1021 NoRTH GRAND AvENuE EAST, P.O. Box 19276, SPrnNCFIEW, ILUNOIS 62794-9276

CLERK’S (DF~(:~

JAMES

R.THOMPSON

CENTER,

100

WEST RANDOLPH,

Sums 11-300,

ChicAGo,

IL 60601

Roo R. BLACOJEVICH,-COVERNOR

RENEE CIPRIAN0, DIRECTOR

CERTIFIED MAIL

7001 2510 0002

7001. 2510~0002

Owner

Kibler Development Corporation

MEn: Mr. PatrickMazza

290 South Main

Place

Carol Stream, Illinois 60188

Re:

1990555136

—

Williamson County

Marion Ridge Landfill

PermitNo. 2000-199-LP

Log No. 2000-199

Expiration Date: July 15,2009

P~tFile

. .

Dear Mr. Mazza:

Operator

Marion Ridge Landfill, Inc.

Attu: Mr. Patrick Mazza

290

SouthMain

Place

Carol Stream, flhinois

60188

Hedinger Law Office

AUG. -.4 2004

•RECE~VED

Permit is hereby granted

to

Kibler

Development

Corporation as owner and Marion Ridge

Landfill, Inc. as operator, approving the development ofa newmunicipal solid waste and

non-hazardous special waste landfill all in accordance with the application and plans prepared by

Michael W. Rapps, P.E. ofRapps Engineering & Applied Sciences, signature dated June 2, 2000.

Finalplans, specifications, application, and supporting documents, as submitted and approved,

shallcoristitute part

ofthis

permit and are identified

in the records ofthe

Illinois Environmeiital

Protection Agency (Illinois EPA),

Bureau of Land, Division of

Land

Pollution Control by the

permit numberand log number designated in the heading a.bove.

The application approvedby this permit consists ofthe following documents:

DOCUMENT

DATED

DATERECEIVED

June

2, 2000

June 2, 2000

June29, 2000

June

30, 2000

November 29,2000

June

30,

200

June

30,2000

December 1, 2000

ROCKFORD

—4302

North

Main

Street,

RockIord, IL 61103— (815) 987-7760

• Des PLAINES—

9511W. Harrison St.,

Des Plalnes,

IL 60016—

(847)294-4000

aGIN

—

595 South State, EIgIn, IL 60123— (047) 608-3131

• PE0aIA

—5415 N.

University

St., PeorIa, IL 61814— (309) 693-5463

Bugv~uoF LAND

- PrORIA—

7620 N.

)Jniver~ySt.,

Peoria, IL 61614 —(309) 693-5462

• .

CHAMPAION

—

2125 South.

FirstStreet,

ChampaIgn, IL

61820— (217)

278-5800

SpRn~cnao—4500 S. SIxth

Street

Rd., Springfield, IL 62706—

(217)

786-6892

• CowNsvnie

—2009 MalI

Street,

Co!IInsvilIe, IL

62234—

(618) 346-5120

MAIU0N

—.2309W.

Main St., Suite

116, MarIon, IL 62959 —(618) 993-7200

I.

AUG 262004

STATE OF I.LLINOIS

Pollution Control Board

1279 6542

1279 6559

Original application

Addenda

Addendum

Extension

PRINTED

ON

REcYci.eD

PAI’ee

---

Page 2

Extension

Addendum

Addendum

Extension

Extension

Extension

Extension

Addendum

Extension

Extension

Addendum

Addendum

Addendum

Addendum

Addendum

Extension

Addendum

Extension

Addendum

Addendum

January 24, 2001

April 18,2001

June

13,2001

October 1., 2001

January

9, 2002

April 8, 2002

July 8, 2002

August 30, 2002

February

25,

2003

April 21, 2003

May 9, 2003~

August21, 2003

September

15,

2003

September 23,2003

‘October 17, 2003

November 19, 2003

October 17, 2003

December 18, 2003

Deceniber 31, 2003

January 26, 2004

January25, 2001

April 18, 2001

June 18, 2001~

October 16,2001

January 10, 2002

~Aprll10,2002

July

9,

2002

August 30, 2002

February26,2003

AjDriI 24,2003

May 9, 2003

August22, 2003

September 18, 2003

September

25,

2003

October20,2003

November 20,2003

December 11, 2003

December 19, 2003

December31, 2003

January26, 2004

---

Page

3

Specifically, Permit

No. 2000-199-LF approves:

A.

The development ofthislandfill in accordance with

the requirements of

Title 35,

flhinois Administrative Code (hereinafter

35 JAC), Subtitle (3,

Parts

811

and

812,

pursuant

to 35

IAC, Section 813.107;

B.

The development ofa new

MSWLF unit consisting

ofan

approximately

358 acre

facility with 189 acres for disposal with an

~

disposal

capacity of

approximately 37,152,900 cubic yards, including ~ailyand

intermediate cpver, but

excluding final cover. The maximum final elevation shall be approximately 640

feet above mean sealevel;

C.

The lower waste boundaries and

the

waste footprint

approvedby

this

permit are

shown

on

the drawing entitled “Sheet 6: Liner

—

Leachate

collection system”. The

final contours approved by

this permit are shown on the dra’wing

entitled “Sheet 8:

Final site conditions”; furthermore, the upper waste boundaries approved by this

permit

are defined by the final contours within the waste

footprintminus the

design thickness

of the final cover

system

(i.e.

4.5

feet).

Both sheets are

in the

August

30, 2002

addendum

to

Permit Application Log No. 2000-199; and

D.

Acceptance ofspecial waste streams without individual special waste stream

authorizations,

upon

obtaining a permit allowingwaste disposal, in

accordance

withthe special

conditions

listed in Part Ill ofthispermit

Please, be aware that

49

United

States Code (“U.S.C.”) Section 44718(d)(l) states:

“NO person

shall construct or establish

a municipal solid waste

landfill (as defined

in section 258.2 of

title

40, Code ofFederal Regulations, as

in effect onthe date ofthe enactment of

this subsection) that

receives putrescible waste (as defined

in section 257.3-8 ofsuchtitle) within 6 miles

ofa public

airportthat

has teceived grants under chapter 471

and

is

primarily

served by geherai aviation

airpraft and regularly scheduled flights of aircraft

designed for 60

passengers or less unless the

State aviation agencyofthe State in which the airport

is located requests that

the Administrator

ofthe Federal. AviationAdministration exempt the landfill from the application ofthis subsection

and the Administrator determines that such exemption

would have no adverse

impact on aviation

safety.” At their closestpoints, Marion Ridge Landfill’s facilityboundaries and the runways of

the Williamson County Regional Airport appear to be separated by approximately 2.2 miles. If

the

Marion Ridge Landfill and the Williamson County Regional Airport

meet the criteria

described in Section 4471

8(d)(1) of49 U.S.C., to

demonsfra~ecompliance ‘with

Section

4471 8(d)(l), the landfill operator would need tobe able to prove

that the illinois Department of

TransportationiDivision ofAeronautics requested an exemption forthe landfill and

the

Administrator ofthe Federal Aviation

Administration granted the exemption, before construction

ofth~

landfillbegan.

---

Page

4

Pursuant

to

Section

39(a) of

flhinois Environmental

Protection Act

(Act)

415 LCS

513

9(a)J 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, and

813, the

standard

conditions

attached hereto, and the followingspecial conditions. In case of conflict

betweenthe

permit application and

theseconditions (both

standard and special), the conditions of

this permit shall govern.

CONSTRUCTEON

OUAIJTY ASSURANCE

1. ~All

necessary surface drainage

control facilities shall be constructedprior

to 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 813.203.

a.

Preparation

ofthe

subgrade and foundation

to designparameters;

b.

Installation

of

the compacted earth/synthetic liner;

c.

Installation

of

sluriy

trenches or

cutoffwalls;

ci.

Installation

ofthe

leachate drainage, collection and

management

systems;

e.

Placement offinal

cover;

f.

Installation of’ gas

control

facilities;

and

g.

Construction

of

ponds, ditches, lagoons and benns.

1~

3.

The

permittee shalldesignate an independent third party

contractor as the

Construction

Quality Assurance

(CQA) Officer(s). The CQA~Officer(s)

shallbe

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 or

holding corporation associated

with

the operator.

‘

4.

Except

as

provided below, the CQA Officer(s) designated.pursuant to

Condition 1.3.

shallpersonally be present during all

construction

and

---

Page

5

testing that is

subjectto CQA

certificationpursuant

to 35

IAC,

Section 811.503(a). f the CQA Officer(s) is unable to be present as

required,

then a

written explanation andsigned statementmust

be

provided for

each absencepursuant

to

35

IAC,

Section

811.503(b).

5.

The clay liner

shall

be testedfor density

and moisture content a minimum

offive

tests perlift

per acre.

6.

A

minimum

ofone laboratory permeability test shall be performed for

every

10,000 cubic

yards

of

liner

soil placed.

7.

If

the

clay

portion

of

the liner

is exposedto

freezing conditions,

it

must

be

recertified.

The

designated

CQA Officer(s)

shall

then

certify that

the clay

portion

ofthe

linerand all

necessary

repairs

~tothe leachate

drainage

layer

meetthe required

design standards.

This certification

must be provided to

the

Illinois

EPA prior to disposal ofwaste on the subject portioii ofthe

liner. Ifoperating

authorization has not yet been issued for that

area,

the

recertification shalFbe included

in the application for

~igniflcaiit

Modification

of

Permit

to

obtain Operating

Authorization for that area.

8.

Pursuant to 35 IAC, Section 8

11.505(d),

upon completion of

construction

ofeach

major phase, the

CQA Officer(s)

shall

submit an acceptance

report

to

the

Illinois EPA.

The acceptance report ~hall

be

submitted before the

structure is placed into service and shall contain the following:

a.

A

been

certificatiOnprepared

and

by

theconstructed

CQA Officer(s)in

accordancethat

thewithconstruction

the

engineeringhas

design;

b.

As-built

drawings;

and

c.

All daily summaryreports.~

.

9.

Applications for operating authorization shail not be made for

areas

ofless

than

1.5

acre

incren3ents

ofconstructed liner.

10.

All

stakes

and monuments marking the facility boundary

and

the

pennitted

disposal area shall

be

maintained,

inspected

annually and

surveyed no less

frequently than

once

in five years by a professional

land

surveyor.

Any

lost or damaged monuments shall be replaced.

---

Page 6

11.

AU sta~rdnrdsfor testing

the

characteristics

and performance

ofmaterials,

products, systems and services shall

be those established by

the American

Society for Testing

and Materials (ASTM) unless otherwise

stated in the

permit application.

12.

Sixty-mu

geomémbranes used at

this facility

for bottomliner systems in

compliance

with 35 JAC,

Section 811.306(d)(5)(A)

shall

have a

minimum

thickness

no less than 57

mu arid

an average

thicknesa

no less than 60 trill.

The

thickness

of

the geomembranes shall

be determined

using

an approved

ASTM method, other than

ASTM

D 1593.

IL

OPERATING CONDITIONS

Pursuantto

35

IAC,

Sections811.107(a)

and

811.107(b),

throughoutthe

operating life

ofthis

landfill, waste shall

not be placed

in a manner

or at a

rate whichresults in unstable internal

or

external

slopes or interference

with

construction, operation

or

monitoring activities.

2.

The operator of

this

solid waste

facility shall

not conduct

the operation in a

mannerwhich results in any

ofthe

following:

a.

refuse in standing

or flowing

waters;

I

b.

leachate

flows

entering waters

ofthe State;

c.

leachate

flows

exiting the landflUconfines (i.e., the facility

boundaries

established for

the

landfill

in apermit

or

permits

issued by the Illinois EPA);

d.

open burning of’ refuse

in

violation

ofSection 9 ofthe Illinois

Environmental

Protection Act (Act);

e.

uncoveredrefuse remaining

from any

previous operating

day

or at

the conclusion of

any

operating

clay,

unless authorized by permit;

f.

failure

to provide

final,

cover

within tinie limits established by

Board

regulations;

g.

acceptance ofwastes without necessary permits;

h.

scavenging as defined

by Board regulations;

---

Page7

i.

deposition of

refuse in

any

unpermitted

(i.e., without an

Illinois

EPA approved

significant

portion ofthelaridJill;

j.

acceptance ofa special

waste without arequired manifest and

identificationrecord;

k.

failure

to submit

reports requiredby permits

or

Boardregulations;

1.

failure

to collect

and contain litter from

the site by the end ofeach

operating day.

m.

.

failure

to

submit any costestimate

or

any financial

assurance

mechanismfor.the

facilityas required

by the

Act

or Board

regulations.

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

eachday

of

operation, 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 described below.

5.,

Geotextile fabric, plastic panels,

degradable plastic

sheeting, Sanifoam,

Rusmar Foam, and

C~nCover-Foam

are

approved

as alternate daily

cover

pursuantto

35 IAC,

Sections

811.106(b)

and

812.111(b). Use of

alternate

materials as

daily cover

shail be subject to the following

conditions:

a.

If

any alternate daily

coverother

than

those approvedby

this

permit

are

to be

used, theiruse

must.be approved~by

the

Illinois

EPA through

tl~e

permit process.

b.

At

any

one

time,

the total

area, using alternate daily

cover,

shall

be

no more than 2,500 square

yards.

Beyond

this maximum, daily

cover soil

shall

be used on all

areas where waste has

been

disposedSand

to which

intermediate

or final cover has not been

applied.

---

Page 8

c.

Areas upon which alternate daily

cover has been used must be

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 ifweather or other

conditions

adversely

affect

the

ability ofthe

alternate

daily cover to prevent problems

with

blowing litter, fire, odors, orvectors.

e.

Geotextile

fabric,

plastic

panels, and degradable

plastic sheeting

shall

be anchored adequately to prevent

wind damage. Ifthe

alternate daily cover

is

torn during

or

after

placement they

must

be

repaired immediately

or

the damaged areamust

be

covered

with

six inches

of

daily

cover soil. If

tires are used as weights

for the

alternate daily cover, theyshall

be converted

tires, in acôordance

with

35

IAC, Part 848: Management ofUsed and WasteTires.

f.

A continuous

layer ofa

miiiimum

ofone

inch thickness

of

SaniBlanket,

3

inches Thickness

of

Rusmai~

Foam,

or a

quarter-inchthickness

of

CorlCover

Foam

shall

be applied to the

top ofthe

waste.

Application of

foam during

inclementweather is

not allowed

unless the foam

cover

installed meets

these

‘requirements.

The

foams shall only

be used when the

temperatures are within the manufacturer’s recommended range.

g.

When an alternate daily

cover is applied, the operator

shall

keep a

recordincluding a description ofthe weather conditions, the type

of

alternate daily

coverused

and ita performance. A summary

of

this information shall

be provided with this

fadilit~sannual

reports.

h.

Any alternate daily

cover which

has been. used

for daily cover may

not be reused for

any purpose

(including road underlayment

and

erosion control) outside ofpermitted disposal boundaries.

6.

No later

than:

60 days

after

placement ofthe

flnallift

of

waste in any area,

the area

shall

receive a final cover system

meeting the design

specifications approvedin

this permit

application. The low

pemieabffity

layer shall consist ofan 18 inch layer ofsoil covered

with a 40-rail

geomembrane. The final protective layer

shall

consist ofeither a 12 in~a

drainage

layer of

with a hydraulic

conductivity ~ i0~cm/sec covered with

18 inches ofsoil

and 6

inches oftopsoil, or a geo-composite layer covered

---

Page 9

with

30 inches of soil

and 6 inches

oftopsoil. At

aminimum, the

top s•ix

inches

ofthe protective soil

must

be capable of

supporting

vegetation.

The total

thickness

of

the

final protective layer

shall

not be less

than

three

feet.

7.

All waste

not covered within

sixty days

ofplacement

with additional waste

or final cover shall have

an intermediate

cover of

compacted clean

soil

with ê.minimmn thickness:of

one footapplied to

it.

8.

The operator

shall

implement a

load checking program that

meets the

requirements

of35

IAC,

Section 811.323. If

regulated,

hazardous waste is

discovered,

the Illinois EPA

shall

be notified no later

than

5:00 p.m. the

next

business

day after

the

day

it is

detected.

The load checker shall

prepare

a report describing the

results

ofeach

inspection. A summary

of

these reports shall

be

submitted

to the

Illinois EPA as part

ofthis

fadility~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 ofUnauthorized Waste

a.

Landscape

waste found to be

mixedwith municipal waste will

be

removed thesame

day and transported to

•a

facility

that is

operating in accordance

with

the Act,

Title

V, Section 21.

b.

Lead-acidbatteries will

be removed the same day

and transported

eitherto a drop-offcenterhandling such waste, or to a

lead.àcid

batteryretailer.

Potentially infectious medical waste (P1MW) found

to be

mixed

with municipal waste shall

be

managed in.

accordance

with

35

IAC, Subtitle M.

d.

Tires

found tobe mixed with

municipal

waste shall be removed

and managed in accordancewith

35

IAC, Part

848.

e.

White

good components mixed

with

municipal waste shall be

removed

and managed in accordance with Section

22.28 ofthe

Act.

---

Page 10

f.

This facility

is prohibited from disposing

any waste containing

polychiorinated

bi-phenyls

(PCBs)

in concentration greater than

allowed,pursuant

to

the Toxic Substance Control

Act (TSCA).

g.

No liquid waste (special or non-special) as

determined

by

the

Paint

Filter Test shall be disposed

unless the waste

is from a

household or is in a small

container similar in size

to

that

normally found in

household waste

and

the

container was

designed for

use

other

than

storage. The prohibition applies to on-

site generated wastes except for leachate or

gas

condensafe that is

specifically

approvedby permit for

recirculation into

the

landfill.

However, minor

amounts

ofliquid

resulting from

precipitation.

(rain,

sleet,

hail or snow) during

transport and disposal operations

shafinot be

construed as a violation

of

this condj±ion.

h.

In accordancewith

Section

21.~6ofthe 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

of

prudent business operation.

i.

After

the

unauthorized waste has

been removed, a thorough

cleanup

of

the affected area will

be

made according

to the

type

of

unauthorized waste managed. Records shall

be kept for three (3)

years

and

will

be

made

available to the

Illinois

EPA.

11.

Operating hours are

those

hours dwing which waste

may be accepted. For

this facility,

the operating hours shall be

limited

to 6:00 AM to 6:00 PM,

Monday

through Friday, and

6:00 AMto 2:00 PM on Saturday. Adequate

lighting shall

be provided for outdoor

activities

atthe

landfill occurring

before

sunrise

12.

Ifit is requiredfor the facility to be open beyond normal operating hours

to respond to emergency

situations, a written

record of

the date(s), times

and reason the facilitywas

open

shall

be

made part

of

the

operating record

for the

facility.

The illinois EPA-POS 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. thenext busines~day following the acceptance of

waste

outside the specified operating hours.

13.

Road

building materials

u~edto constructroads at th~facility

that

are not

solid waste

may

be stockpiled on-site in the

amount estimated

to be

---

Page 11

needed within the

next construction season provided

they

are managed in

accordancewith 35 IAC,

Section 811 .108(c)(1).

14.

Equipment shall be

maintained and available

for use at the

facilityduring

all

hours ofoperation. to allow proper operation ofthe landfill. If

breakdowns occur that would prevent proper

facility

operation, back-up

equipment

shall

be brought onto the

site.

15.

All utilities, including but not limited to heat, lights, power,

communications equipment and sanitary

facilities necessary for safe;

efficient

and

proper operation ofthe

landfill

shall be available at the•

facility

at all

timeâ.

16.

Waste

shall

be deposited atthe

fill

face

and

compacted upward into the fill

face

unless precluded

by

extremeweather conditions

or for

reasons

of

safety.

17.

The operator

shall implementmethods for controlling

dust so as to prevent

wind dispersal

of

particulate matter

off-site.

18.

The

facility shall

be

constructedand

operated to minimize the level of

equipment noise audible outsidethe

facility.

The facility

shall

not

cause

or

contribute

to a

violation

of35

IAC, Parts

900

Through

905.

19.

disease

The operator

and

nuisanceshall

implementvectors.

measures

to control thepopulation of

20.

The operator

shall institute fire protection measures

in accordance with the

proposed fire safety plan.

21.

hauling vehicles onto public rdadways.

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 bathers to

prevent

unauthorized

entry at all times.

23.

A

permanent sign shall

be

maintained

at the

facility entrance contaThing

the information requiredunder 35 IAC, Section~811. 109(b)(1) through

(5).

---

.Page 12

24.

This permit

is for development

only.

No

waste shall

be accepted until

the

Illinois EPA issues a

significant modification to operate.

III.

SPECIAL

WASTE

The

pemiittee

is authorized to accept

non-hazardous special waste

that meets the definition ofindustrial

process waste or pollution

control

waste as foundin Sections

3.235

and

3.335, respectively, of

the

Illinois Environmental

Protection Act in accordance

with

the

following requirements:

a.

The waste is

analyzed

in. accordance

with

the requirements

described

below

and

complies

with

theacceptance criteria

in the approved

waste analysis plan

b.

The waste is delivered by an Illinois licensed special waste

hauler

or an. exempt

hauler as definedin.

35

IAC, SeOtion

809.211;

and

c.

The wastels

accompanied

by a

manifest, ifrequired.

2.

The

permittee shall obtain a completed Special Waste

Preacceptan.ce Form

(enclosed)

and apreacceptance analysis from

each generator for eachwaste to be accepted. Inaddition, the.

Annual Generator Special Waste and Recertification

offor

Disposal ofSpecial

Waste

form,

which certifies

the waste has not

changed since

the

last analy~is,must

be completed

and

included in.

the

operating

record. A complete laboratory

analysis

must be

provided with

the exceptions listed below.

Analysis shall

be conducted

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

of

each physical parameter. In

all

cases, a copy ofthe 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 WastePreacceptance Form

.(Profile Identification

Sheet). The

analysis may

not be greater

than

one

year

old at the

thne.

A new

analysis

is required if the

composition ofthe

waste chnngás

(normal

variations in waste

composition

are

e~cpected

and are

not included in

this requirement).

All waste

must

be

analyzed as

follows:

---

Page

13

a.

The

permittee shall obtain,

thefollowing

lab analyses

to

determine

the

concentrations of’

the following parameters.

Paint Filter Test

Flash point

Suifide (reactive)

Cyanide (reactive)

Phenol

(total)

pH

Toxicity Characteristic Constituents

b.

The

permittee shall

obtain analysis for reacti’~esuifides

(H2S) and cyanides (HCN). Waste

cont~iinThg250 ppm or

greater reactive cyanide

or 500

ppm

or greater reactive

sulfide

is presumed to be bazardous waste

pursuant

to 35

IAC, Section

721.123(a)(5)

unless specific information

to

show

it does not

present a danger to human health

or’the

environment

is

provided.

Analysis for total sulfide

and/or

cyanide

maybe

substituted

for reactive concentrations if.

they

are equal

to or less than 10 ppm. For wastes

containing

greater than

10 ppm reactive

cyanide

or reactive

sulfide,

the

perinittee shall

not acceptthe

waste unless

the

generator provides a signed and dated

statement

indicating

the following:

i.

The

waste has

never caused injury to a worker

because ofH2S

and/or HCN generation;

ii.

That

the OSHA work place air concentration limits

forH2S

and/or HCN have

not been exceeded

iii

areas

where the waste is

generated,

stored or

otherwise handled; and

iii.

Thatair concentrations ofH2S and/or HCN above

10 ppm have not been encountered in

areas

whe±e

thewaste is generated, stored or otherwise

handled.

c.

The

permittee shall obtain analysis

for phenols. If

the total

phenol

concentration is

greater than 1000

ppm,

the

waste

will be requiredto be drummed

and

labeled,

unless

justification that

this

precaution is not necessary is

---

Page 14

provided.

Thejustification. must demonstrate skin contact

is

unlikely during transport

or

disposal.

d.

The

penxiittee

shall obtain metals

and orgaiiics analysis.

Either procedure may

be

utilized

(i.e., total or TCLP), but

any constituent

whose total concentration exceeds the

‘TCLP

limit

specified in

35

IAC, Section 721.124.must be

analyzed

using the

TCLP test

and

the

results reported,

unless an alternative

test has been approved by the flhinois

EPA. TCLP test

methods must

be in

accordance with

SW

e.

EXCEPTIONS:

i.

The generatormay certify

that

the

eight pesticides

(D012, D013, D014, D015, D016, D017, D020

and

D03 1)

would not reasonably be expected

to be

•

present in the

waste

based on thenature ofthe

process

generating the waste.

ii.

Petroleum contaminated media and debris

from

LUST sites subject to corrective

action ~egu1ation

.under

35

IAC, Parts

731

and

732

are temporarily

exempt from

complete

TCLP analysis and

the

•

generator

may limit analyses

to

flashpoint, paint

•

filter test and TCLP lead.

iii.

For off-specification,

unused

or

discarded

commercial or

chemical

products, an MSDS to

determine

the

hazardous constituents

presentmay

be provided in lieu of

analytical results.

f.

CLARiFICATIONS:

Notwithstanding

the exception for

max~ufacturedgasplant

waste containedin

35

IAC

721.124(a), no

manufactured

•

gas plant waste

shall

be disposed

in a non-hazardous waste

landffl, unless:

i)

the waste has

been tested in

accordance

with subsection (d) of

this

special

condilion~,and ii) the

analysis has demonstrated that

the

waste

does not exceed

the

regulatory

levels for

any contaminant given,

in the table

contained in 35

IAC

721.124(b).

---

Page 15

g.

Pursuant

to 35

IAC

722.111, the generator ofa solid

waste

is

required

to

determine if

the waste is

hazardous

and

comply with all

applicable

hazardous waste regulations.

For

any waste that has

been

determined

to be

hazardous, the

results

of

quality assurance testing

for

the

treatment

program, taken

at an appropriate frequency to demonstrate

the

waste

is no longer

hazardous, must

be

obtained.

Verification that the waste meets

the

land disposal

•

restrictions must

also be

documented. These requirements

are in addition

to

the other standard special waste

test

requirements.

3.

An

indi~’idualwaste streampermit

is no longer

required

by the

Illinois EPA

for

this 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 complete TCLP analysis if:

a.

The

permittee receives authorization

from the

Emergency

Response Unit

ofthe

Illinois

EPA at 1-217-782-3637;

• b.

The

permittee ensuresthat the generator has

received an

incidentnumber from the

fllinois Emergency Management

Agency at 1-800-782-7860 within

I1lino~s,

or 1-217-

782-7860

outside ofIllinois; and

c.

The

waste

is

~n~lyzed

for the

chemical constituents

requiredby the Emergency Response TJnit

5.

•

The

permittee shall

conduct the

followingaimiyses

for

waste

received in. labeled containers in. lab

packs, including

commingled

wastes:

a.

Compatibility review in accordance with the procedures

identified

in USEPA document EPA-600/2-80-076;

and

b.

MSDS

review to

determine

the

hazardous constituents

present

and

appropriate USEPA

hazardou~waste class.

---

Page

16

6.

RCRA empty containers received

as a special waste

are

subject to

the”following

conditions:

• •

a.

Containers have a rated capacity of

less

b.

Containers which formerlyheld ? listedhazardous waste

‘or TSCA regulated

quantities

ofPCBs or empty

compressed

gas

cylinders

are

not included under

this

•

permit.

•

c.

•

All containers must meet

the definition

•

described in35 IAC, Section 721.107(b).

d.

Additionally,

wherepossible, a copy of

the material safety

data

sheets for products

last

present inthe container shall

obtained

and

kepton

file.

•

e.

For drurns, at

least one

end must be removed

and

the drums

must

be

crushed

flat

7.

The Special Waste Preacceptance Form

shall

be

utilized

for the

• special

waste profile identification

requirements

of

35

IAC,

Section.

811.404(a).

•

8.

ilie Annual

Generator

Special

Waste

Recertification. for Disposal

•

Special Waste form

shall

be utilized for

the

special waste

•

recertification.requirements of35

IAC,

Section 81 1~404(b).

9.

Theoperator shall retain all special

waste

the post-closure period in accordancewith 35 IAC, Section

811.405.

IV.

RECORDKEBPING

l.

Information

developed by the ~peratorbutnot yetforwarded to the

Illinois

EPA in a quarterly or annual report shall be keptat 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 recordedin

writing and retained

atthe facility forat least three years.

---

Page

17

3.

Every

person who

delivers special wasie

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 illinois EPA

pursuant

•

oftheAct.

4.

The operator

shall

retain copies of

any special

waste profile identification

sheets, special waste recertifications,

certifications

ofrepresentative

•

samples, special waste laboratory analyses, special waste analysis plans,

and

any waivers

of

requirements,

at the facility until

the

end ofthe closure

• period

and

thereafter atthe site office

until

the end of

the

post-closure care

periocL

5.

Inspections ofthe closed

landfill shall

be conducted

in. accordancewith the

approvedpost-closure care plan. 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

careperiOd,

those records

are

to’be

maintained

the site operator.

6.

The owneror operator

shall

record

and

retain

near

the

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

IAC,

Parts

812

and

813, as itbecomes available. At

aniiriimum,

the operating

record

shall

contain the following information, even if such information is

•

not required by 35

IAC,Part

812 or 813:

a.

Any

location restriction

demonstration

requiredby 35 lAO,

Sections 811.302, 812.109,

and

812.303;

b.

Inspection records,

training

procedures,

and

notification procedures

required

by 35

IAC,

Section 811.323;,

c.

(3as

monitoring

results

and any

remediation plans required by 35

tAO,

Sections 811.310

and

811.311;

d.

Any

MSWLF

unit

design documentation for placement ofleachate

or gas condensate in a MSWLP

unit

requiredby 35 IAC,

Section

811.107(m);

---

Page 18

e.

Any demonstration, certification, monitoring results, testing, or

analytical data relating to the

~roundwátermonitoring program

requiredby3s

IAC,

Sections

•

812.317,813.SOland8l3.502;

f.

Closure

and

post~cldsure

care plans and

any

monitoring, testing, ‘or

analytical

data required by 35

IAC,

• 812.114(h),812.115and812.313;and

g.

Any

cost estimates

and financial assurance

documentation required

by 35

IAC Part

811, Subpart G.

V.

GENERAL

COND~ONS

.

The

issuance ofthis permit does not release

the perrnittee

from

compliance

with

other applicable

statutes and

regulations of

the United

States, ofthe,,

State of

Illinois,

or’with applicable local

laws,

ordinances

and

regulations,

including, but not

limited

to, the Ford Act.

2.

This permit is issued

with

the expressed

understanding that

no process

discharge to Waters of

the State

orto a

sanitary

sewer will occur from

thesefacilities except as authorized by a permit issued by the Bureau of

Water Pollution Control.

3.

It should be noted

that the

issuance of

this

permit does not rtheve the

Permitteeofthe responsibility Of complying

with

the provisions ofthe

State of

Illinois Rules and

Regulations, 35 IAC, Subtitle,B, Air Pollution

Control, Chapter 1. The

Illinois

EPA’s

-

Bureau ofAir Division ofAir

Pàllulion. Control has determined that

this

project requires both a

Construction and Operating permit

in accordance with 35

IAC

Section

201. Ifyou have

any

questions regarding

this

requirement, contact the

Illinois EPA’s Btireau ofAir, Division

ofAir Polluti6n

Control, Permit

Section

at 217-782-2113.

.4.

If changes occur which modify

any

of

the information

theperniittee hasP

used in obtaining a permit for

this

facility, thepermittee

shall notify

the

illinois EPA.

Such

changes would ii~c1udebut not be

limited

to any

changes in. the

names

or addresses ofboth beneficial

and

legal titleholders

to theherein-permitted site. The notification shall be submitted to the

Illinois EPA within fifteen days ofthe change

and shall

include the

name

or

names

of

any parties

in interest

and

the address of

their

place ofabode;

or, if a corporation, the

name and

address of

its registered

agent..

---

Pagei9

5.

Pursuant to 35 IAC, Section 813.201(a),

any

modifications

to

this

permit

shall

be pr6posed in the form ofa permit application

and

submitted to

the

Illinois EPA.

6.

Pursuant

to 35 IAC, Section 813.301, an application for

permit

renewal

shall

be filed

‘with

theillinois

EPA

atleast

ninety

days prior to the

expiration

date of

this

permit

7.

Current, valid Prior Conduct Certification pursuant to 35

IAC Part

745 is

required for all operators of

landfills

that require a permit

8.

Landfill

Operator Certification pursuant to 68 lAO

Part

operation ofa landfill.

.9.

The operator

shall

conducta

survey

ofthewaste boundaries

and

adjacent

properties before

starting

construction of

the

liner. No

liner shall

15e

constructedwithin 500

feet

ofany.inhabited

structure

(i.e. house, school,

or hospital) unless the operator receives

signed

permission from the

property

owner

pursuant to 35 IAC

VL

SURFACE WATER CONTROL

1.

Runoff’from disturbed areas to Waters ofthe

State

shall bepermifted by

,the Illinois

EPA in

accordance with 35 IAC, Part

309,

and

meet

the

requirements of35

IAC, Part

304

unless permitted

otherwise.

2.

All surface

water control

structures

other than temporary diversions for

intermediate phases

shall

be operated until the final.cover is placed

and

erosionalstability

is provided by the final protective layer ofthe final

cover system.

3.

Runoff

from

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

tiot conuningléd

with runoff

from disturbed

areas.

4.

Site

surface

drainage,

during

development, during operation

and after

the

site is closed, shall be managed in accordance with the approved

drainage

control

plan

detailed in. Permit Application

Log

No. 2000-199.

Stormwater management structures

shall

be constructedprior to

disturbing

any

portion ofa draInage

area

identified in Application

Log

No. 2000-199.

---

Page

26

LIST L2

(cont.)

Annual Leachate Monitoring Parameters

STOREI’

Polychiorinated Biphen.yls

39516

Potassium

00937

Pyrene

34469

Selenium

01147

Sodium

00929

Styrene

S

77128

Sulfate

00945

Tert-Butylbenzene

77353

Tetrachlorodibenzo-p-Dioxins

34675

Tetrachloroethylene

.

34475

Tetrahydrofuran

81607,

Thallium

01059.

Tin

.01102

Toluene

34010

Total Organic

Carbon

(~OC)

.

00680

Toxaphene

39400

Trans-l,2-Dichloroethylexue

34546.

~‘

Trans-1,3-Dichloropropene

34699

Trichioroethylene

39180

Trichlorofluorometh~ne

344~8

Vinyl Acetate

,

.

77057

Vinyl Chloride

39175

Xylene

81551

m-Diclilorobenzene

34566

m-Xylene

77134

n.-Butylbenzene

77342

n.-Nitrosodimethylamine

34438

n-Nitrosodiphenylamine

.

34433

n.-Nitrosodipropylainine

34428

n,-Propylbenzene

77224

o-Chlorotoluene

77275

o-Dichlorobenzene

5

34536

o-Nilrophenol

34591

o-Xylene

77135.

p-Chlorotoluene

77277

p-Cresol

77146

p-Dichlorobenzene

34571

p-Isopropyltoluene

77356

---

Pag~

LIST L2 (con~.)

annualLeachate Monitoringlarameters

p-Xylene

77133

see-Butylbenzene

77350

LISTL3

RCRA Parameters for Leachate

and

Condensate

Ignitability

STORET

‘Flashpoint,

Pensky-Martens

Closed

Cup (°F)

00497

Corrosivity

pH

5

00400

Reactivity

Reactive Cyanide

99040

Reactive

Sulfide

99042

Toxicity (TCLP)

Arsenic

99012

Barium

99014

Cadmium

99.016

Chromium

99018

Chromium, Hexavalent

.

99019

Lead

.

99020

Mercury

99022

Selenium

99024

Silver

99026

Endrin’

99028

Lindane

S

‘

99030

Methoxychior

99032

Toxaphene

99034

2,4-P

.

99036

2,4,5-TP Silvex

“

99038

Benzene

99128

Carbon tetrachioride

99050

S

Chiordane

.

99148

Chlorobenzene

.

.

99096

Chloroform

.

99149

---

Page

28

LIST

L3 (cont)

RCRA

Parameters for

Leachate and

Condensate

Toxicity (TCLP)

o-Cresol

5

99150

m-Cresol

5

99151

p-Cresol

99152

Cresol

S

.

99153

1,4-Dich1oroben~ene

5

99154

1,2-Dichioroethane

99155

1 ,1-Dicbloroethylcne

99156

2,4-Dinitrotoluene

99157

Heptachior (and

its epoxide)

S

99158

Hexachlorobenzene

9.159

Hexachloro-1,3-Butadiene

99160

Hexachioroethane

.

99161

Methyl Ethyl

Ketone

.

99060~

Nitrobenzene

99062

Pentachlorophenol

99064

Pyridine

5

99066

Tetrach1oroethy1e~e

.

99068

Trichioroethylene

99076

2,4,5-Trichloroi±enol

9907~

2,4,6-Trichlorophenol

.

99080

Vinyl Chloride

.

Notes for all leachatemonitoring parameters:~

a.

The test methods for

leachate

in the USEPA’s Test Methods for Evaluating Solid Waste,

Physical/ChemicalMethods (SW-846),

‘Third

Edition or the

equivalent thereof.

b.

All parameters

shall

be

determined

from

c.

The monitoring results ~hou1dbe reported in ugh units unless

otherwise

Notes for List 13 parameters;

a.

Flashpointshall be reported in degrees Fahrenheit. The

parameters

for reactivity

and

toxicity

shall

be reported in parts per

million.

---

Page 29

b.

The

permittee shall obtain metals and orgaxtics analysis.

Either

proceduremay

be utilized (i.e., total

or TCLP), but

any

constituent

whose total concentration exceeds

the

TCLP

limit

specified in 35

IAC, Section 721.124 must be analyzed using

theTCLP test

and

the results

reported, unless

an alternative test has been approved by

the

Illinois EPA.

SW 846-1311.

6.

The schedule for leachate sample collection

and

submission

of

quarterly

monitoring results

is as follows:

Sampling Ouarter

Sampling

List

.

Report

Due Date

Jan-Feb (1st)

All

leachate points

List Li

April 15

April-May

(2nd)

All

leachate points List

Li

July 15

All leanhate points

List

12

July

15

r2EPListL3

.

July15

July-Aug

(3rd)

All leachate

points

List Li

October 15

Oct-Nov

(4th)

All leachate

points List

L1

January

15

•

Ll -RoutineLeacteParameters~

• L2

-

Annual LeathateParameters

L3

-

Annual TCLPLeachate Parameters

.

I

LREP

—

Reporting

Label for Representative Leachate Sample

The leachate monitoring data

must

be submitted in an

electronic fomiat.

The

information

is to be submitted, as fixed-width text files formatted as found in

AttachmentA.

Additional guidance regarding

the

submittal

ofthe infonnation in an electronicformat

can

be found

atwww.epa.state.il.ushlandfwaste-mgmt/groundwater-monitoring.html.

7.

LeachateMonitoring Frequency

S

a.

Pursuant

to 35

IAC

811.309(g)(1),

initially, representative samples

ofleachate

shall

be collected

from each establishedleachate

monitoring location

and

tested

in accordance with sub-Sections

Sil.309(g)(2)(G)

and

(g)(3)(D) at a frequency ofonce per quarter.

b.

The

permittee

may submit an application for significant

modification

of

permit after

leachate samples have been obtained

---

Page

30

and

testedfor at

least

eight quartersrequesting reduction of

sampling

frequency to

semi-annual

monitoring in accordance with

35

IAC

811.3 09(g)(1). Iffor

any reason,

insufficient leachate is

obtained to yield a sample for testing during a given quarterly

monito’ring

attempt,

such attempt shall not count toward the eight

quarters leachate monitoring requirement

VIII. GROUNDWAThR MONifORING

The

groundwater monitoring program

must

be capable of determining

background groundwater

quality

hydraulicallyupgradient of

and

unaffected by

the units and

to detect, from all potential sources of

discharge,

any releases to groundwater within the

facility.

The illinois

EPA reserves

the right

to

require

installation of

additional monitoring

wells as

may

be necessary to

satisfy

the requirements of

this

permit.

2.

The groundwater monitoring wells shall be constrüc~ted

and maintained in

accordance withthe requirements of3.5111.

Acbn.

Code, 811.318(d)

and

designs

approyedbythe

Bhintris EPA.

3.

Groundwatermonitoring wells

shall

be

installed in the locations

shown in

AltachmentL of

the pennit

application,

Log

No. 2000-199

and

screened in

the

constructed subgrade layer (equivalent to

the

Herrin

I~To.

6 coal)

and

• the Springfield-Harrisburg No.

5

coal identified as potential contaminant

pathway(s) within the zone of

attenuation.

Allwells as listed in Condition

V.9 must be

installed

priorto application for operating authorization.

4.

Within 60 days of

installation

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,

labeled

with

the

illinois EPA monitoring point designations

and

fittedwith padlocked

protective covers.

6.

In

the

event that

any

well becomes consistently diy or unserviceable

and

therefore requires replacement, a replacement well shall be installed within

ten (10)

feet. Qfthe existing welL5..The Illinois

EPA slial1.benotiflecI.in.~...........

- •.. - .•~.•.•

writing

at

least

15 days prior to the installation ofallreplacement wells. A

replacement well

that

is more thati ten feet from the existing well or

which

---

Page 31

does not monitor

the

same geologic

zone is considered to

be

a new

well

and

must

be approved

via a significant modification permit.

7.

A111 borings, wells

and

piezometers not used as monitoring points

shall

be

abandoned in accordance

with

the

standards in 35111. Adm.

Qode 811.316,

and the

decommissioning

and

reporting

procedures contained in the

illinois

Department

of

Public

Health’s (IDPH)

Water Well

Construction

Code, 77111.

Adm.

Code,

Part

920

(effective 1/1/92). In the

event specific

guidance i~not

provided by

IDPH procedures,

the enclosed

Illinois

EPA

monitoring well plugging procedure~shall

be followed.

8.

Groundwater sampling and analysis shall

be

performed in accordance

with

the requirements

of35 Iii.

Adm.

Code 811.318(e)

and

the specific

procedures and methods approved

by the

Illinois EPA in permit

application

Log No. 2000-199.

9.

The

following monitoringpoints are

to be

used in the groundwater

detection monitoring program. for

this facility:

Upgtadient.Wells

Applicant Designation

illinois

EPA Designation

•

Phase 1A: 500 series

G501

0501

G502

.

G502

•

.

Phase 1A

600 series

0601

.

G602

0602

0637

.

(3637

Wells Within Zone

of

Attenuation

Applicant Designation

.llinois

EPA Designation

Phase 4: 500 series

G503

0503

0504

5

G504

G50~

G506

G507

(3507

---

Page

32

•

(3508

.

G508

(3509

0509

G510

0510

Phase

5:

500

series

G511

.

0511

G512

0512

0513

5

G513

(3514

G514

G516

G516

G517

•

G517

Phase

1A~600 series

G603

(3603

0604

•

0604

(3605

•

G605

(3606

•

(3608

(3609

•

(3610

0610

Phase 1C: 600

series

(3611

5

G611

G6l2

•

0613

• Phase 2: 600 series

G614

(3614

0615

G615

•

•

0616

•

0616

0617

•

•

0617

Phase

5: 600 series

•

0618

•

G6l8

G619

•

0619

• 0620

.0620

0621

G621

G622

5

0622

0623

•

(3623

_.._•.._._._.0624_~_~._~__~.

~_.G624

• (3625

0625

•

.

(3627

•

G627

---

Page 33

(3628

•

5

(3628

G629

Pbase4: 600 series

•

(3630

.

0630

0631

0631

G632

0632

G633

5

0633

0634

G634

0635

G635

G636

i

0636

Compliance

Boundary

Well(s)

Applicant Designation

•

Illinois

EPA

Designation

•

Phase

5:

500

series

•

0515

G515

Phase lÀ: 600 series

0607

0607

•

Phase

5:

600

series

S

•

0.26

•

0626.

•

The

500

series wells are

screened

in the deeper Springfield-Haxrisbtirg No.

5

coal

seam.

The 600 series wells

are

screened in the shallower Subgrade layer,which is equivalent to

• the

Herrin

No. 6 coal

seam.

All monitoring wells

are

to be installed in conjunction

with

the

phasing

schedule in

Section 12.1 of

permit

application Log No. 2000-199,

and at a.minimum

of one

year

prior

to placement of

waste in tl~e

respective phase of the

facility.

Existing

upgradlient well 0601 will

remain.

in the

monitoring

well network, but is

scheduled for replacement during construction ofthe subgrade layer during Phase 2.

Final

determination ofthe replacement will be

submitted

to

the

Illinois EPA for approval

in the form of

asi~niflcant

modificationto permit.

IØ~ The monitoring program, approved by

Permit

No. 2000-199, shall

continuefor a minimum period of3O years

after closure

and

shall not

cease until the conditions described in 35 ill. Adna, Code,

..~11.3L9(a)(.1)(.C).have.b~eu

aehieved.....Theoperator.shall&o.lleetamples__.__~.~__.,

from all of the

monitoring

points listed in Condition V.9,

test the samples

for the parameters listed in Condition V.12

(Lists (31 and

02),

arid report

---

Page 34

the

r~sults

to the Illinois EPA, all in

accordance with

Condition V.17:

11.

The

applicable groundwater

quality standards

(AGQS)

and

the

maximum

allowablepredicted concentrations (MAPC), as

listed

in Condition 12

below,

are

subjectto

the

following conditions;

a.

Temperature and

the field

•parameters

involving depth or elevation

are

not considered groundwater constituents

and

do not need

AGQS.

b.

For

constituents which have’

not been detected in the

groundwater,

the

practi~a1quantitation 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

upgradient/backgrouncl and

compliance boundary

wells.

1..

A(3QS and

MAPC

values

must

be determined for all ofthe

parameters

which appear in either

Lists

Gi or 02 (not

including

groundwater

depth or

elevations),

The

AGQS

va1~ies

shall be calculated

using

four (4)

consecutive

quarters

of

groundwater

monitoring data

and

employing

the

statistical

method described in Section 5.3 ofpermit application,,

Log

No.

•

2000-199.

•

LIST 01 (Groundwater

-

Quarterly)

•

500

serj~

•

600

series

FIELD PARAMETERS

S

STORETS

AGOS/MAPC

AGO

S/MAPC

pH

0Q400

5.38-9.15

3.59-9.61

Specifiô Conductance (urn/horns)

00094.

7,587.72

6,045.10

Temperature

of

Water

Sample (°F)

00011

Depth to Water (ft. below land surface)

72019

•

Depth to Water (ft. below measuring point)

72109

Elevation

•of

Measuring

Point (Iop of

casing ft. MSL)

72110

~

.._11993.

Elevation ofBottom of

Well

(ft. MSL)

72Q20

---

Page 35

LIST Gi

(Groundwater

-

QUarterly)

500 series

600 series

INDICATOR PARAMETERS

STORETS

AGOS/MAPC AGOS/MAPC

Ammonia (as Nitrogen; Dissolved) mgfL

00608

.7.62

0.848

Arsenic

(Dissolved)

ugfL

01000

160

5

Boron (Dissolved)

ug/L

01020

2,820

658

Cadmium

(Dissolved)

ug/L

..

01025

77

1

Chloride

(Dissolved)

mg~L

00941

163.93

16.05

Cyanide (Total) mg/L

00720

0.003

0.003

Iron

(Dissolved)

ug/L

.

.

01046

1,084,140

34,520

Lead (Dissolved)

ug/L

.

.

01049

610

13

Manganese (Dissolved) ug/L

01056

.

19,180

5,020

Mercury (Dissolved)

ug/L

7189.0

0.033

0.033

Nitrate (as Nitrogen, Dissolved)

mgfL

•

00618

0.472

2.11

Phenols

(Total

Recoverable)

ugfL

32730

.

3.7

3.7

Sulfate

(Dissolved)

mgIL

00946

3,272.97

1,289.54

Total Dissolved Solids.

.

70300

21,678.5

2,672.88

(IDS, 180°C;Dissolved)

mg/L

Total

Organic

Carbon (TOC; Total)

mgfL

.

00680

11.49

•

7.98

Zinc

(Dissolved)

ug/L

01090

4,490

884

NOTE:

S

i.

AU parameters

with

the u(Dissolved)fl label to theright

shall

be

determined using

S

groundwater samples which

have

been ~1tered

through

a

0.45 micron

filtei.. All

other

parameters

shall

be determined

from

unfiltered samples.

ii.

Maximum

allowable predicted concentrations (MAPCs)

and

applicable groundwater

quality standards

(AGQS)

are

given in

u~/L

except as otherwise noted. Also, the

monitoring results should be reported in

ug/L

units

unless oth~erwise

indicated.

•

LIST G2 (Groundwater

-

Annual)

500 series

600 series

PARAMETERS

(ugIL)

STORETS ~QSMAPC AGOS/MAPC

UNFILTERED

(totals)

.

S

.Ac~etone

...

.

~_~___~81552....4.78~._..._

.4.7L.

Acrolein

.

34210

2.4

2.4

Acrylonitrile

34215

1.69

.

1.69

---

Page36

LIST

G2

(Groundwater

-

Annual)

(cont)

500

series

600 series

PARAMETERS (ugfL)

STORETS AGO

S/MAPC AGOS/MAPC

UNFILTERED (totals)

#

Alaclilor

77825

0.2

0.2

#

Aldicarb

5

39053

0.043

0.043

@Aldrin

39330

0.008

0.008

Aluminum

01105

453,040

278,770

Aminonia(as~)(mgfL)

.

00610

754

1.12

#Antim~ny

01097

0.024

0.024

#Arsenic

.

01002

91

46

#

Atrazine

39033

0.036

0.036

#Barium

.

01007

5,480

1,690

#

Benzene

34030

0.2

0.2

#Benzo(a)Pyrene

34247

0.12

.

0.12

#Berylllum

01012

29

7

BOD

(mg/L)

00310

47,05

•

13,23

#l3oron

.

01022

.

1,980

374

*Bromobejj~Jae

81555

0.15

0.15

*Brornochiorom~ane(chiorobromornethane)

77297

0.29

0.29

*Bromodichiorornethane

32101

0.17

0.17

*Bromofop~

(Tribromomethane)

32104

0.3

0.3

*Bromomethane

(Methyl Bromide)

34413

0.47

0.47

*n..Butylbe~ene

S

77342

0.13

.

QJ3

*sec..Butylbenzene

.

5

77350

•0.14

0.14

*tert..Butylberj~ene

77353

0.14

0.14.

#Cadndum

5

01027

31

6

Calcium

(mg/I,)

.

00916

764.05

485.46

#Carbofuran

81405

0.016

0,016

Carbon. Disuffide

77041

0.43

.

0.43

#CarbonTetrachloride

32102

0.16

0.16

Chemical Oxygen Demand

(COD)

(rng/L)

00335

.

48

120

#

Chlordane

39350

0.11

0.11

#Chloride(mg/L)

00940

198.32

16.03

#*C.hlorobenzene

.

34301

0.14

0.14

•

*Chloroethane (Ethyl

Chloride)

34311

0.42

0.42

*Chlorofonn (1’richloromethane)

32106

0.33

0.33

-—--—.5..

*Chlorometh~e~

ylc~iqnc1_.__:_.34l~__~

0.3~___0.3~~_

___

*oQiJ~oroto1uene

77275

0.14

0.14

*p..chlorotoluene

77277

0~l9

0.19

---

Page 37

LIST G2

(Groundwater

-

Annual) (cont)

PARAMETERS (ugfL)

STORETS

500 series

AGOS/MAPC

600 series

AGOS/MAIC

#

Copper

p-Cresol

#

Cyanide

(mgIL)

#Dalapon

#p-Dichlorobenzen~(1,4 Dicblorobenzcne)

#*Dichloromethane (Methylene Chloride).

®

• Diethyl

Phthalate

Dimethyl

?htblate

Di-N-Bulyl Phthlate

# Dinoseb (DNBP)’

# Di(2-Ethylhexyl)Plithalate

~*BthyIbe~j~e

#*Ethylene Dibromide (EDB)(1,2-Dibroino

ethane)

#

Fluoride (mg/L)

# Heptachior

#

Heptachior Epoxide

*Hexachlorobutathene

#

Hexachioreyclopentadlene

lodomethane (Methyl Iodide)

Isophoron.e

*Iopi,~pylbe~ne

*p.lsopropyltQluene

—•

#

Lead

#

Lindane

454

0.2

106

506

0.57

0.003

0.16

0.0086

0.28

0.19

0.13

0.12

0.15

0.32

0.0041

0.67

1,2

0.0023

0.851

0.0027

1.2

2.35

0.17

375,550

0.69

.0. l5..__.

0.0016

UNFILTERED

(totals)

#Chromium

01034

1,260.

*ChJorodjbromomefjj~ne(Dibromochloromethane) 32105

0.2

~Coba1t

:

01037

01042

779

-•

.

.

77146

0.57

00720

.

0.003

38432

0.16

39370

0.0086

77596

0.28

34566

0.19

34536

.

0.13

34571

0.12

34668

0.15

34423

0.32

39380

,

0.0041

34336

0.91

34341

0,67

39110

12

81287

0.11

38926

-

39390

0.0023

39100

-

78113

0.13

77651

0.009

•

00951

4.29

39410

-

0.0021

39420

0.0027

39702

.

1.2

34386

77424

.0.17

#Jron

01045

850,640

34408

0.69

77223

0.11

77~5..._

.._

01051

310

39782

0.0016

---

Page 38

LIST G2

(Groundwater

-

Annual) (cont.)

PARAMETERS

(ugff.,)

STOR13TS

500 series

AGOS/MAPC

600

series

AGQS/MAPC

UNFILTERED (totals)

Magnesium (mg/L)

#

Manganese

#

Mercury

#

Methoxyclor

*Naphthalene

~#Nicke1

#

Nitrate-Nitrogen (mgfL)

@

Oil(Hexane-Soluble or Equivalent)

(mgfL)

~ Parathion

# Pentachlorophenol

#Phenols

S

#

Picloram

#

Polychlorinated

Biphenyls

Potassium (mg/L)

*n..Propylbenzene

#Selenium

•

S

#Silver

.

#Simazine

Sodium

(mg’L)

#*Styrene

#

Sulfate(mgIL)

TOC(mg/L)

#*Tetrachloroethylene

# Thallium

#*Toluene

# Toxaphene

#

Tricliloro

ethylene

(I’ricbloroethen.e)

*Trichiorofluoromethane

Vanadium

#Vinyl Chloride

Vinyl Acetate

#.Xyle.nes.

.

____

___.____

00927.

294.88

242.11

01055

11,480

10,010

71900

0.033

.

0.033

39480

0.01

0.01

34696

1.5

1.5

01067

1,330

376

00620

2.38

0.487

00550

0.665

0.665

39540

0.029

0.029

39032

•

0.048

0.048

• 00400

5.38-9.15

3.59-9.61

32730

62

3•75

39720

•

0.16

0.16

39516

0.5

0.5

00937

138.03

41.04

77224

.

0.14

0.14

01147

106

26

01077

1.5

1.5.

39055

0.037

0.037

00929

664.55

209.38

77128

.

0.13

0.13

00945

2,970.21

1,205.01

0068.0

.

11.49

7.98

34475

0.24

0.5

81607

1.6

1.6

01059

7

34010

0.18

0.18

39400

0.32

0.32

39180

.

0.53

0.53

34488

0.14

.

0.14

01087

•

1,100

260

39175

0.27

0.27

77057

0.2

0.2

8155SL_..S.._..

Q34_.....~1....

0.34_.__..__.

77134

0.24

77135

0.19

0.19

---

Page 39

LIST G2 (Groundwater

-

Annual) (cont)

PARAMETERS

(ugfL)

STORETS

500

series

600 series

AGOS/MAPC AGOS/MAPC

AU

parameters ~

the right sh Ilbe

~g_~__

•

groundwater

samples which have been filtered

through a

0.45

micron

filter. All other

S

parameters shall be determined fr6m unfiltered samples.

UNFILTERED

(totals)

*.p..Xylene

77133

0.24

0.24

~Zinc

01092

1,920

1,060

.

S

*1,1,1,2_Tetrathioroethane

5

#

1;1,1-Trichloroethane (Methylthloroform)

*1,J.,2,2..Tefrachloroethane

34506

34516

•34511

.

026

0.43

0.28

.

0.26

0.43

0.28

*1,1..Dichloroethane

5 5

34496

0.15

#

1,1-Dichioroethylene

34501

0.43

0.43

*1,1_Dichioropropene

5

77168

0.25

0.25

*1,2,3_Trich1orobe1~ene

77613

025

.

0.25

.

*1,~3_Trjc~oroprbpane

.

#*1,2,4.ffrich1~robenzene

77443

34551

0.3

0.31

•

:

0.3

0.31

*l,2,4..Trii~ethy1benzene

77222

0.15

0.15

#*1,2~Dibromo~3~Ch1oropropane(DBCP)

38760

0.013

0.013

.

#*cis.1,2_Dichlomethylene

.

~*fr~..1,2_Dichloroethylene

77093

34546

0.23

0.41

•

0.23

0.41

# 1,2-Dichioroethane

34531

0.34

•

0.34

#*1,2~Dich1oropropane(PropyleneDichioride)

*1,3,5_Tthnethylbenzene

34541

77226

0.18

0.13

0.18

0.13

*1,3..Dicbloropropane

5

77173

0.21

0.21

*l,3.Dichloropropene

S

34561

0.16

0.16

.

cis-1,3-Dichloropropene

34704

0.16

.

0.16

trans-1,3-Dichloropropene

.

S

34699

0.22

0.22

trans-1,4-Dichloro-2-Butene

49263

0.64

0.64

*2,2Dichloropropafle

It2,4,5-TP

(Silvex)

.

77170

39760

•-

0.22

0.047

0.22

It 2,4-Dichiorophenoxyacetic Acid (2,4-D)

39730

0.092

2-Butanone(Methyl Ethyl Ketone)

77103

0.69

0.69

0.39

4.-Methyl-2-Pentanone (Methyl Isobutyl ICetone) 78133

1.73

NOTE:

---

Page

40

ii.

Maximum allowable predicted concentrations (MAPCs)

and

applicable

groundwater

quality standards

(AGQS)

are

given in

ugLL except

as

otherwise noted.

Also,

the

monitoring

results

should be

reported

in

ugi’L units

unless otherwise indicated.

iii,

The preceding list of

parameters

(G2) includes

all

those found

in

Attachment 1

to

Appendix C to LPC-PA2. The 51

constituents

from 40

CFR

141.40

and

the

parameters

from

35111.

Adm. Code 620.410

and

the parameters froni

35111.

Adm. Code 302,

designated with

(*), (#)

and

(@)

respectively

are

required to be

monitored

annually and

events shall constitute an. observed increase only if the concentrations of

the

constituents

monitored

can

be measured at or above the practical

quantitation limit

(PQL):

a.

The concentration of

any

constituent in

List

Gi of

Condition

V.12

shows a

progressive increase

over

four

(4) consecutive quarters.

The concentration of

any

constituent monitored in

accordance with

List

Gi or

List

G2 of

Condition

V.12 exceeds the

MAPC

at an

established monitoring point within the zone of

attenuation.

c.

The concentral~onof

any

organic constituent in List G2, monitored

in accordance

with

Condition V.12 exceeds

the

preceding

S

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)(1)

any constituent

monitored at

an upgradient well, exceeds

its

AGQS.

14. For each round of

sampling

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 clays and follow the

confirmation

procedures of 35 III. Adm. Code,

811.31 9(a)(4)(B). Furthennore, the operator

must

confirmation procedures within 90 days of the initial sampling event.

__..~J~_Witbir.90..days

...

fr

tin

~

shall

submit a

permit

assessmentmonitoring program

in order to determine whether the solid

---

Page 41

waste

disposal

facility

is the source ofthe

contamination and

to

provide

information

neededto

carry

out agroundwater impact assessment in

•

accordance with

35111.

Adin. Code 811.319(b).

16.

The first quarterly

statistical evaluations

shall

be performed on

•

groundwater

samples taken during the first quarterly sampling event

after

issuance of operating authorization

and the results

submitted to the

)iinois

EPA in accordance

with

the

schedule in condition VIII.17.

•

17. • The schedule for sample collection

and

submission of

quarterly

Sampling Ouarter

Sampling Du~

ReportDue Date

Jan-Feb (1st)

•

List Gi

.

April 15

•

April-May (2nd)

List Gi

and

G2

July 15

July-Aug

(3rd)

List Gi

5

October 15

Oct-Nov (4th)

List Gi

January 15

Gi

-

Routine Groundwater Parameters

G2

-

Annual Groundwater Parameters

S

18.

Elevation of

stick-up

isto be surveyed.andrepQrted to the

Illinois

EPA:

S

a.

When

the

well is installed(with

the

as-built

diagrams),

b.

Every

two

years thereafter, or

c.

Whenever there is reasonto believe that the elevation

ba.~

ehaliged.

19.

Arinually,.the

operator

shall

prepare an

evalua.tion

ofthe

groundwater flow

direction and

the

hydraulic gradients at

the facility using the groundwater

surface

elevations (Storet #71993)

determined

for

each

nionito~ixigevent

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 may be obtained.

21.

Background concentrations which exhibit a

statistically

significantchange

shall

_....be.a~usted~rd~

submitted

to

the

illinois EPA as an application for a significant modification to

the

permit.

S

---

Page 42

22. Information required

by

Conditions

VIIL1O and

VIII.17 must be submitted in an

electronic format. The information is to be submitted, as fixed-widthtext

files

formattedas

found at

www.epa.state.il.us/landfwaste-mgmt’groundwater-

rnonitoring.html.

LANDFILL

GAS

MANAGEMENT/MONITORING

1.

The

landfill gas monitoringplan described inApplication

LogNo. 2000-199 is

approved.

Monitoring

devices

shall

be put into service in accordance

with the

following schedule:

a.

The

gas monitoring probes within

the

waste boundary shall

be

installed

and

put into service within

ninety

days

after

final cover has been applied

to the various areas where they

are

located.

b.

Monitoring devices

outside the

waste boundary shall

be put into

service

~whenwaste

has

been disposed in the

landfill near

that monitoring location.

c.

Monitoring

devices within buildings shall be put into servicewhen waste

•

disposal

begins

and

the

building