1. 74174
      2. 74-187
      3. 74-188

ILLINOIS POLLUTION CONTROL BOARD
December
5,
1986
WASTE MANAGEMENT OF ILLINOIS,
INC.,
)
a Delaware Corporation
Petitioner,
v.
)
PCB 86—109
McHENRY COUNTY BOARD,
)
Respondent,
and
McHENRY COUNTY CONCERNED CITIZENS
)
AND
McHENRY COUNTY DEFENDERS,
Cross—Petitioners,
v.
MdHENRY COUNTY BOARD and WASTE
)
MANAGEMENT
OF
ILLINOIS,
INC.,
a
)
Delaware Corporation,
Cross—Respondents.
MESSRS.
DANIEL, F.
CURRAN, OF HOLMSTROM
& GREEN, AND DONALD MORAN,
OF PEDERSON
& HOUPT, APPEARED ON BEHALF OF THE PETITIONER.
MR. MICHAEL
F.
KUKLA
OF COWLIN,
UNGVARSEY, KUFLA
& CURPAN,
APPEARED ON BEHALF OF THE CROSS—PETITIONERS.
MESSRS.
PAUL
R.
RYSKE, DAVID
R. AKEMANN,
AND WILLIAM
F.
BARRETT
APPEARED ON BEHALF OF THE RESPONDENT.
OPINION OF THE BOARD
(by J.
Marlin):
This matter comes before the Board on
a July
25, 1986
Petition for Hearing
to Contest Decision of Mdllenry County Board
by Waste Management
of Illinois,
Inc.
(Waste Management)
and on
an August 11,
1986 Petition for Cross Appeal
of Issues Decided
by
the McHenry County Board by McHenry County Concerned Citizens and
the McHenry County Defenders
(Cross—Petitioners).
This appeal
and cross—appeal results
from the July
25, 1986 decision of the
McHenry County Board
(County Board)
pursuant
to Section 39.2(a)
of the Environmental Protection Act
(Act), denying approval
of
site
location suitability for
a sanitary landfill proposed
by
Waste Management.
The County Board reached
its decision after
20
days of hearings
on
the matter.
At
the hearings,
Waste
Management,
McHenry County Concerned Citizens,
and the McHenry
County Defenders each presented witnesses.
In addition,
an
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2
Assistant State’s Attorney for McHenry County presented witnesses
on behalf of the County
of McHenry.
One hearing was conducted to
allow 65 members of the general public
to address the McHenry
County Pollution Control Siting Committee regarding the proposed
landfill.
The hearings generated
a 3,990 page transcript,
131
exhibits,
and a great number
of written comments from the public.
On August 15, 1986, Waste Management filed
a Motion to
Dismiss Petition for Cross Appeal.
This matter was denied by
Order of the Board on September 11, 1986.
A Board hearing was
conducted on October
2,
1986.
About 30 members
of the public
attended this hearing.
Motion
to Strike Portions
of Petitioner’s Brief
On October
17, 1986,
the Cross—Petitioners filed
a Motion to
Strike Portions of Petitioner’s Brief.
On October 24,
1986,
the
Petitioner filed
a Response to the Motion
to Strike.
Reply to
the Response was filed by the Cross—Petitioners on October
31,
1986.
Specifically,
the Cross—Petitioners have objected
to
a
newspaper article, marked as Supplemental Exhibit No.
1,
that was
attached
to the Petitioner’s Brief.
The article
is from the
October
7, 1986 edition of the Northwest Herald.
As pointed out
by the Cross—Petitioners,
this article was not admitted at the
Board hearing held on October
2, 1986.
In support of
its position requesting that the Board
consider the article,
the Petitioner cites a case
in which an
Illinois Appellate Court held that an affidavit could
be
considered after an entry
of summary judgment.
However,
the
Board notes that with regard
to veracity,
a newspaper article
cannot be considered equivalent to an affidavit.
The Board finds
that this newspaper article
is not
a part of the record here on
appeal.
The Board hereby grants the Cross—Petitioner’s Motion to
Strike Certain Portions
of the Petitioner’s Brief.
The Board
would also ~he ?e
clarify for the record that it did not
consider the Petitioner’s Supplemental Exhibit No.
1 or any
references
to
it when deciding this case today.
Motion to Strike Portions of Petitioner’s Reply Brief
The Cross—Petitioners filed on November 13,
1986,
a Motion
to Strike Portions of Petitioner’s Reply Brief.
A Response to
this
motion
was
filed
by
Waste
Management
on
November
19,
1986.
The
Board
is
cautious
in
addressing
any
motion
which
is
seeking
to strike aspects of
a brief.
Specifically, the Board is
concerned that such motions may be improperly used
as
an indirect
way of presenting a surreply brief.
Briefs contain arguments
built upon evidence from the record, but the briefs themselves
are not considered evidence.
Normally,
the Board merely reviews
the briefs
in light of
the record and gives weight to the various
arguments accordingly.
However,
in this instance,
the core of
the Cross—Petitioners’ motion
involves allegations that
information discussed
in Waste Management’s Reply Brief was not
74-166

3
in the record before the County Board.
For that reason, the
Board has addressed this motion.
The Cross—Petitioners’ motion
is hereby granted
in part and denied in part.
In their motion, the Cross—Petitioners first request that
portions
of the Petitioner’s Reply Brief,
which reference certain
publications be stricken.
Specifically, the Cross—Petitioners
cite four sections in the Petitioner’s Reply Brief which give
explanations or definitions from various published materials.
The Cross—Petitioners contend that these articles and books were
not a part of
the record before the County Board and therefore,
should not be considered by the Board.
(Cross—Petitioners’ Motion
to Strike,
pp.
1—2).
Waste Management argues that the referenced
publications are
in fact part
of the record, because they are
contained in a list of “References” found on page IX—l of Waste
Management’s Application.
(Petitioner’s Response Motion,
p.
2).
However, Waste Management has not shown the Board when and where
these specific passages, now used
in the Petitioner’s Reply
Brief, were presented before the County Board.
Waste Management
merely states that the listed “References” are part of the
Application and should be considered as part of the record.
Consequently, Waste Management is asking
the Board
to rule that
the entire contents of any publication merely listed in the
Application
is considered part
of the record.
If this position
is accepted, hundreds of publications could be incorporated into
an application by reference without actual
copies being
provided.
It would be unreasonable to assume that such
publications were readily available for review by the County
Board.
The Board also notes that when large reports and
documents containing extraneous material are placed
in the
application or record,
the relevant portions should be noted.
Failure
to do so would leave vast quantities
of material open
to
examination and discussion.
Therefore, the Board rejects Waste Management’s position.
If the applicant wishes
to use specific passages or conclusions
from specific publications,
then the applicant should present the
specific information to the County Board via its application or
during the hearings.
This would allow the County Board and any
opponents to adequately address the information.
Merely
presenting a list of publications with the application
is not
sufficient for the contents of these publications to be
considered part of the record.
The referenced information
presented by the Petitioner’s Reply Brief and complained of by
the Cross—Petitioner’s Motion was not part of the record before
the County Board and should not be considered by this Board.
Therefore, with respect to the
issue,
the Cross—Petitioner’s
Motion
to
Strike
is
granted.
Secondly,
the Cross—Petitioners object
to Waste Management’s
characterization that one of Waste Management’s witnesses had
written “authoritative works
on the prevention of leachate
collection system failure.”
Specifically,
the Cross—Petitioners
complain that there
is no “evidence acknowledging the
74-167

4
authoritative nature of his work.”
(Cross—Petitioner’s Motion
to
Strike,
p.
2).
Waste Management correctly points out that
hearing transcript indicates that the witness has presented
papers before professional conferences and has had papers
published.
(R.
219—20, 3790—96).
Waste Management’s use of
the
term “authoritative” merely seems to argue the credentials of its
witness.
Given the fact that the papers were addressed at the
hearing,
such argument is certainly allowable in post—hearing
briefs.
On this point,
the Cross—Petitioner’s motion
is denied.
The Cross—Petitioners also object to the various theories
presented
by Waste Management to explain the geologic areas of
low or no recovery from the boring sampler.
On pages 40—42 of
its Reply Brief, Waste Management stated that “breaking rods”
during the drilling process as well as the mechanisms of wet
rotary drilling caused areas of poor recovery by the boring
sampler.
The Cross—Petitioner’s claim that such portions of the
Reply Brief should be stricken because the explanations were not
adequately presented before the County Board.
(Cross—Petitioner’s
Motion
to Strike,
pp.
2—3).
Waste Management counters that such
explanations were presented at the hearing.
It specifically
refers
the Board
to R.
3808—17, 3867—69,
3921—24, 3931—37.
(Petitioner’s Response Motion,
p.
3).
After reviewing the
record,
it
is apparent that the explanation regarding “breaking
rods” was addressed at the hearing.
It even was stated that the
recovery of samples taken below
a depth of 35 feet would be
influenced by
“breaking rods”.
(R.
3933).
However,
there appears
to be nothing
in the record stating that the wet rotary drilling
process could cause diminished recovery in the samples.
Consequently, t~ieexplanation regarding wet rotary drilling was
never presented before the County Board.
As a result,
to the
extent the wet rotary drilling explanation is used by Waste
Management in its Reply Brief, the Cross—Petitioner’s motion is
granted.
Finally,
the Cross—Petitioner’s
request that Petitioner’s
Supplemental Exhibit No.
2 be stricken.
They allege that it is
not part
of the record and mischaracterizes testimony concerning
the “phantom stratum”.
(Cross—Petitioner’s Motion to Strike,
p.
3).
Supplemental Exhibit No.
2 reproduces,
in
a mural fashion,
various boring log data sheets and superimposes elevation lines
across
them.
In addition, areas on the data sheets indicating
zero recovery are highlighted with pink coloring.
The Cross—
Petitioners wish to strike the exhibit because areas of low
recovery were not colored pink.
However,
the Board notes that no
information was deleted from the log sheets.
One can still
read
where there are areas of low recovery as defined by the log
sheets.
The log sheets are
a part of the record.
(Appendix G of
Applicant’s Exhibit
#
4(a)
and County
of McHenry Exhibit #18).
Since Petitioner’s Supplemental Exhibit No.
2 does not
substantively change
the data as presented by the log sheets,
it
can be
classified
as being
an allowed graphical argument of
facts
in the record.
The Board denies the Cross—Petitioner’s Motion to
Strike with respect
to Supplemental Exhibit No.
2.
74- 168

5
General Information
The site of the proposed landfill
is a 118 acre tract
of
land located
on
the
southeast
corner
of
the
intersection
of
Route
176 and McCue Road,
in the Seneca Township of McHenry County.
The Kishwaukee River flows near the south and west ends of the
site.
Waste Management claims the actual surface area of the
proposed landfill will be about 65 acres.
According to the
proposal, the landfill will have a maximum excavation depth of
about 35 feet (Applicants Exhibit $3a, p. 1—2).
The Tiskilwa
Till formation, which Waste Management claims
is 30 feet thick,
will be utilized as a natural liner for the landfill.
(R. 288)
The proposed landfill is designed
to take
in 1,500 cubic gate
yards of refuse per day.
It would operate
5 ~/2days per week.
(Applicant’s Exhibit #3a,
p.
1—2).
The estimated life of the
landfill
is 27 years
(R. 113).
Waste Management claims that the
landfill’s final
form will have
a high point that
is 75 feet
higher than the site’s existing high point.
(R. 1074).
The
proposed landfill
is designed as an inward gradient,
“below the
zone of saturation” landfill.
This means that the excavated base
of
the landfill will actually be below the level of the ground
water.
An inward gradient
is maintained by keeping the level
of
the leachate inside the landfill at a lower
level than the level
of the ground water outside the landfill.
The resulting relative
hydraulic pressure will create the condition where water outside
the landfill will tend to migrate into the landfill.
As a
result, Waste Management contends that the leachate
inside the
landfill will not leak out.
(R. 285).
Under Section 39.2(a)
of
the Act1,
local
authorities are to
consider six criteria when reviewing an application for site
suitability approval for a new regional pollution control
facility which will not accept hazardous waste.
The six criteria
are:
1.
the facility is necessary
to accommodate the waste needs
of the area it is intended to serve;
2.
the facility is so designed,
located and proposed
to be
operated that the public health,
safety and welfare will
be protected;
3.
the facility is located
so as to minimize
incompatibility with the character of the surrounding
area and minimize the effect on the value of
the
surrounding property;
~ Section 39.2 was recently amended by P.A. 84—1320, Section 30
(1986).
These amendments, which became effective after
the
County Board’s decision,
do not alter the six criteria as stated
above.
74-169

6
4.
the
facility is located outside the boundary of
the 100
year flood plain as determined by the Illinois
Department of Transportation,
or the site is flood—
proofed
to meet the standards and requirements
of the
Illinois Department of Transportation and
is approved by
that Department;
5.
the plan of operations for the facility
is designed
to
minimize the danger to the surrounding area from fire,
spills,
or other operational accidents; and
6.
the traffic patterns to or from the facility are so
designed as
to minimize the impact on existing traffic
flows.
Section 40.1 of the Act charges the Board with reviewing the
decision of
the County Board, specifically whether the County
Board findings as
to the six criteria are against the manifest
weight
of the evidence.
In addition, the Board must evaluate
whether the County Board’s procedures used
in reaching its
decision were fundamentally fair.
E
&
E Hauling, Inc.
v.
Pollution Control Board,
116 Ill.
App.
3d
586,
71
Ill.
Dec.
587,
451 N.E.2d 555, 572
(2d Dist.
1983).
WASTE MANAGEMENT APPEAL
Technical Issues
Waste Management argues that
the
McHenry
County
Board
lacked
statutory authority to review highly technical details
of the
proposed landfill’s design and construction.
They claim that
a
contrary position would be inconsistent with the Act’s purpose
of
a “unified state—wide program for environmental protection.”
(Petitioner’s Reply Brief,
p.
7) Waste Management also cites the
legislative history
of Section 39.2(a)
in support of its
position.
(Petitioner’s Brief,
p.
8).
However, Waste Management concedes that the Third District
of the Illinois Appellate Court has held that
a county board
could consider the technical aspects when evaluating
a landfill
application
in terms of the statutory criteria.
City of East
Peoria v.
Illinois Pollution Control Board, 117 Ill.
App.
3d
673,
72 Ill. Dec. 682, 452 N.E.2d 1378,
1382 (3d Dist.
1983).
There,
the Third District stated
that the legislative history need not
be considered, because the statutory language was unambiguous in
requiring the county board
to evaluate, on its own, the public
health ramifications of the landfill’s design.
In County of Lake
v. Illinois Pollution Control
Board, 120 Ill. App.
3d
89,
75 Ill.
Dec.
750,
457 N.E.2d 1309, 1315 (2d Dist.
1983), the Second
District stated that
the statutory “language provides that local
governmental units can take into consideration the technical
details relating
to design and operation of the landfill.”
After
reviewing the reasoning
of City of East Peoria,
the Second
74-170

7
District concluded saying,
“(w)e see no reason to depart from the
decision in the City of East Peoria case and will adhere to it.”
Id.
In its decision in Waste Management of Illinois,
Inc.
v.
Illinois Pollution Control Board,
122 Ill.
App.
3d
639, 77 Iii.
Dec. 919, 461 N.E.2d
542,
547
(3d Dist.
1984), the Third District
re—affirmed
the position it took in City of East Peoria by
holding that the county board did have jurisdiction to decide
issues of safety.
Also,
in Waste Management of
Illinois,
Inc.
v.
Illinois Pollution Control Board,
123 Ill. App.
3d
1075, 79 Ill.
Dec.
415, 463 N.E.2d 969,
981 (2d Dist.
1984), the Second
District,
in responding to the Pollution Control Board’s position
that
the
county
board
did
not
have
jurisdiction
to
consider
highly
technical
issues,
stated:
Several
recent
decisions
of
our
appellate
court,
however,
have
reached
the opposite
conclusion
and
have held
that the county
board
has
the authority
to
consider
such
matters.
County
of
Lake
v.
Pollution Control Board
(1983)
(citations omitted);
City
of
East
Peoria
v.
Pollution
Control
Board
(1983),
(citations
omitted);
see
also
Waste
Management
of Illinois,
Inc.
v.
Illinois Pollution
Control Board,
(1984),
(citations omitted).
Waste Management claims that all these
cases do not have any
precedential value
and that county boards do not have the
authority
to consider
technical issues when evaluating the six
criteria.
In support of its position, Waste Management relies
exclusively on the fact that the City of East Peoria has been
vacated by the Illinois Supreme Court.
City of East Peoria had
been appealed
to the Illinois Supreme Court.
While
the appeal
was pending,
a settlement between the parties was reached.
As a
result,
the Supreme Court issued an order stating,
“The motion by
appellant
to dismiss this appeal
as moot
is allowed.
On the
Court’s own motion,
the decision of the Appellate Court, Third
District,
in this cause
(117 Ill. App.
30673)
is vacated.”
(No.
59110, May Term 1984).
Waste Management states that since the
decision has been vacated it can not be relied upon.
Consequently, Waste Management concludes that the County
of Lake
and Waste Management of Illinois, Inc.,
123
Ill. App.
3d 1075,
which adopted
the reasoning of City of East Peoria,
also cannot
be relied upon.
(Petitioner’s Reply Brief,
p.
8).
The Board recognizes that although the decision of City of
East Peoria was vacated, the reasoning behind City of East Peoria
was not addressed.
The Board notes that the Second District of
the Illinois Appellate Court encompasses the County
of Mcflenry.
The court of
that district stated
in Waste Management of
Illinois, Inc.,
463 N.E.2d at 981,
that “several
recent
decisions
of our appellate court” have held that county boards
can consider technical details.
These other decisions do not
fall merely because they adopted the reasoning of City
of East
Peoria.
Consequently, decisions which have utilized City
of East
Peoria’s reasoning still have precedential value despite its
74-171

8
vacation.
The Board further notes that in December of 1985, over
one year after City of East Peoria was vacated, the Second
District still cited City of East Peoria when concluding that
“(t)he legislature has charged the county board,
rather than the
PCB, with resolving the technical issues such as the public
health ramifications of
a landfill’s design.”
Kane County
Defenders
v. Pollution Control Board
139 Ill.
App.
3d 588, 93
Ill. Dec. 918, 487 N.E.2d 743, 746 (2d Dist.
1985).
The Board observes that a recent decision of
the Illinois
Appellate Court, Second District,
states,
“We can find neither
statutory language nor indication of relevant legislative intent
to pursuade us that local control should be extended beyond
matters concerning location.
Since we are convinced that
vertical expansion of a landfill does not raise questions
pertinent to location, proposals for such expansion do not
trigger the need for local review.”
M.I.G.
Investments,
Inc.
v.
Environmental Protection Agency, PCB No. 85—60, No. 2—85—734 slip
op. at
11
(Ill. App., Second District, October 15, 1986).
In
discussing
the term “location”, the court explained,
“Increasing
the vertical capacity of
a landfill does not involve use of any
new land and does not alter the geographical relationship of the
fill to its neighbors.
In summary, although the legislature
wanted
to provide for review before
a landfill was permitted in
a
local jurisdiction,
it intended
to limit that review primarily to
the property of
the location of the fill, not its capacity.”
Id.
at
9.
These statements are properly classified as dicta.
The
Board is bound by the Second District decisions which have held
that a county board may resolve technical issues.
In conclusion,
the Board
finds
that the County Board had the authority to
consider technical details when evaluating Waste Management’s
landfill proposal.
Fundamental Fairness
Waste Management also claims that the decision of the County
Board was fundamentally unfair, due to the alleged predisposition
of the County Board to decide against siting of the landfill.
Waste Management cites
three
instances which evidence this
predisposition.
First,
the County Board twice refused
to allow
Waste Management to amend
its application after the hearing was
underway.
Secondly,
the
McHenry
County
Board
has
rejected
two
other landfill proposals in the past year.
Finally, Waste
Management claims that statements
in a memo from McHenry County
Board Chairman Edward 3. Buss to other County Board members
indicate this predisposition.
At the hearing, after Waste Management,
the Cross—
Petitioners,
and
the
County
of
McHenry
had
each
presented
its
case—in—chief,
Waste
Management
inquired
as
to
the
procedure
for
amending
its
application.
Waste Management wanted to amend its
application
thereby
stipulating
to
certain
recommendations
of
two
County of McHenry witnesses.
The Regional Pollution Control
Facility Committee (Committee) decided that
it would amend
its
74-172

9
rules
regarding
amendment
procedures on July 17, 1986 and then
address the motion by Waste Management to amend the landfill
application.
(R. 3769).
The Committee made amendments to
its
rules,
after which Waste Management formally filed its motion to
amend.
The Committee denied the motion.
At the close of
the
hearing, Waste Management again filed the same motion to amend
which had been denied earlier.
(R. 3977).
Once again, the motion
was denied by the Committee
CR.
3979).
In both instances the
Committee provided no reasons for the denials.
Waste Management
claims that these summary denials show
a predisposition by the
Committee against
the landfill, because Waste Management asserts
it had complied with the amendment procedures set forth in the
amended Committee rules.
(Petitioner’s Brief,
p.
33).
The Committee’s amended rules state that no amendments to
the application shall be made by the applicant during the
hearing.
If the applicant wants to amend the application, the
applicant must wait until the end of
the hearing and then request
another hearing on the proposed amendments.
The
rules then
detail the requirements of this request.
(Hearing Officer
Exhibit #6,
p.
10,
“Article of Rules and Procedures,” Article
IV,
Section 2(H)(1)).
However, even
if these requirements are met,
it does not appear that the Committee must grant the request as a
matter of right.
Section 2(H)(2)
of
the Committee’s
rules
states,
“If the Committee grants the applicant’s request...”
(Hearing
Officer
Exhibit
#6,
p.
12).
Such
a
statement
indicates
that
the
Committee’s
decision
in
this
matter
is
purely
discretionary.
Consequently, according
to the amended
rules of
the Committee, Waste Management’s first motion
to amend was
untimely, because it was offered prior
to the end of the
hearing.
Its second motion, although timely, was denied
as
a
matter within the discretion of the Committee.
In McHenry County Landfill, Inc.
v. County Board of McHenry
County, PCB 85—56,
(September 20,
1985,
p.
5),
the Board voiced
its
concerns
regarding
amendment
of
an
application:
If
such
an
amendment
were
allowed
during
the
course
of
the proceeding,
a
member
of
the public who may
have
decided
not
to
participate
because
the
application
seemed
acceptable
would
not
have
had
the
opportunity
to
review
the
amended
application.
Further, even
if he participated and
did
become
aware
of
the
amendment,
he
might
not
have
the
necessary time
to
adequately
respond
to
any changes.
The same may be true of the County or
any
other
participants.
This
could
be
cured,
however,
by
allowing such evidence
to
be presented
at
a
later
hearing
contingent upon
the
applicant
serving sufficient notice upon those required to be
notified
of
the
original
application
and
hearing
date
and executing
a waiver
for the period
of time
necessary
to
schedule
and
hold
the
additional
hearing.
74-173

10
McHenry County procedures would have required an additional
hearing with notice if the Waste Management motion had been
granted.
The Board knows of no provision in the Act or any case
law which would mandate that an applicant be allowed to amend
their application as a matter
of right.
With regard to a county
board’s discretion, the Board also stated
in McHenry County
Landfill, Inc.,
p.
6,
“the County Board properly exercised its
discretion to keep the record closed and to make a
recommendation.
This decision did not constitute fundamental
unfairness....”
The McHenry County Board likewise merely
exercised its discretion in denying the amendment by Waste
Management,
thereby closing the county hearing record.
Waste Management also claims that the denial by the Mcflenry
County Board of other landfill siting applications indicates the
County Board’s predisposition against landfills.
Waste
Management points out that on October
15,
1985,
the County Board
denied local siting approval to the McHenry County Landfill, Inc.
proposal
for
a sanitary landfill.
Also, on September 16, 1986,
the County Board turned down the proposed landfill
of Laidlaw
Waste Systems, Inc.
(Petitioner’s Brief,
p.
34).
The Board finds it difficult to accept Waste Management’s
position that the County Board
is predisposed against landfills
merely because
it has denied siting approval to two other
landfill proposals
in the past year.
Without evidence to the
contrary, this Board can only assume that the County Board has
addressed each proposal on its individual merits and has not
prejudged the a~p1ications. Waste Management has not presented
anything which would warrant changing this assumption.
Finally, Waste Management offers the memo of County Board
Chairman Edward Buss (Petitioner’s Exhibit #1)
as further
evidence of predisposition.
In the memo,
directed to other
County Board members, Mr. Buss voices his concerns regarding the
County Board’s role in the landfill siting process as created by
Section 39.2 of the Act.
Mr. Buss goes on to suggest that
if
others agree with him, then they might wish to pursue a
legislative
remedy.
(Petitioner’s Exhibit 11,
p.
3).
It
is
clear from the memo that Mr. Buss is merely expressing his own
personal views regarding the County Board’s landfill siting
role.
He
is clearly not speaking for the County Board as a
whole.
Also,
it is important to note that Mr. Buss recused
himself from voting on the instant application due to a conflict
of
interest.
Consequently, the Board does not find that this
memo indicates a predisposition on the part of the County Board.
In summary, the denial of
the amendments,
the denial of
other landfill applications, and the Buss memo neither
individually nor taken together indicate any predisposition
against landfills on the part of the County Board.
Section 40.1
of the Act requires that the Board evaluate the County Board’s
proceedings with regards to “fundamental fairness.”
Fundamental
74174

11
fairness has been interpreted to mean adjudicative due process.
E
&
E Hauling, Inc.
v. Pollution Control Board,
116 Ill. App.
3d
586, 608,
71 Ill. Dec. 587,
451 N.E.2d
555,
aff’d,
107
Ill.
2d
33, 89 Ill. Dec.
84, 481 N.E.2d 664
(1985).
E
&
E Hauling, Inc.
set forth the standard which the Board must apply in evaluating
whether
the County Board’s hearing and decision should be
disqualified due to bias or prejudice.
Such disqualification
would only be necessary
if
a “disinterested observer might
conclude”
that the County Board had “in some measure adjudged the
facts as well as the law
of the case
in advance of hearing it.”
E
&
E Hauling,
Inc. 451 N.E.2d at 565—66.
Waste Management has
not presented any evidence which would indicate to the Board that
this standard was violated;
the County Board did comport with
adjudicative due process.
Therefore,
the Board finds
that the
County Board’s procedures were fundamentally fair.
Cross Appeal
On August 15, 1986, Waste Management moved
to dismiss the
cross—appeal of the Cross—Petitioners.
The Board denied this
motion with its Order
of September
11,
1986.
Now, Waste
Management is again requesting that the Board dismiss the cross—
appeal for the same reasons stated
in the motion of August
15th.
(Petitioner’s Brief,
p.
4)
The Board hereby re—affirms
its denial
of the motion
to dismiss the cross—appeal.
The Board
incorporates
by reference the Order
of September 11th as well as
the Order
of August 14,
1986, which initially granted the cross—
appeal.
These Orders set forth the Board’s position concerning
this issue.
Reasons for Decision
Waste Management claims that
the County Board did not give
sufficient reasons for its decision as required by Section
39.2(c)
of the Act.
(Petitioners Reply Brief,
p.
2).
The Second
District of the Illinois Appellate Court addressed this issue
in
E
&
E Hauling,
Inc.
v.
Pollution Control Board, 116 Ill.
App.
3d
586, 71
Ill. Dec.
587, 451 N.E.2d
555,
577 (2d Dist.
1983)
aff’d
107 Ill.
2d
33, 89 Ill. Dec. 821, 481 N.E.2d 664
(1985):
Although the statute does require the County Board
to make written decisions which specify the reasons
for
its
decisions,
“such
reasons
to
be
in
conformance with
subsection
(a)
of
this
Section”
(Ill.Rev.Stat.l98l,
ch.
111
1/2
,
par.
1039.1(e)),
nothing
in
the
statute
would
require
a
detailed
examination
of
each
bit
of evidence
or
a thorough
going
exposition
of
the
County
Board’s
mental
processes.
Rather,
the
County
Board
need
only
indicate
which
of
the
criteria,
in
its view,
have
or
have
not
been met,
and
this will be sufficient
if the record supports these conclusions
so that an
adequate
review
of
the County Board’s decision may
be made.
74-175

12
In its Findings and Order, the County Board stated that Waste
Management
had
met
its
burden
of
proof
as
to
criteria
1,
4,
5
and
6,
and had not met its burden of proof as to criteria
2 and
3.
The Board finds
these reasons to be sufficient according to
E
& E Hauling, Inc.
Manifest Weight Standard
The Board may reverse
a County Board decision,
if after
applying the manifest weight standard the Board finds that the
County Board decision was
in error.
E
& E Hauling, Inc.
v.
Pollution Control Board, 116 Ill. App.
3d 586, 608 71 Ill. Dec.
587,
451 N.E.2d 555
(2d Dist.
1983).
The Illinois Appellate
Court has recently stated:
“A
verdict
is
said
to
be
against
the
manifest
weight
of
the
evidence
where
it
is
palpably
erroneous,
wholly unwarranted
(citations
omitted),
is
clearly
the
result
of
passion
or
prejudice
(citations
omitted),
or
appears
to
be
arbitrary,
unreasonable,
and
not
based
upon
the
evidence
(citations
omitted).
A verdict cannot be set aside
merely because
the
jury
in
this
case,
the County
Board
could
have
drawn
different
inferences
and
conclusions
from
conflicting
testimony
or
because
reviewing
court
in
this
case,
the
Board
would
have reached
a different conclusion
if
it had been
the
trier
of
fact.
(citations
omitted).
When
considering
whether
a
verdict was contrary
to
the
manifest weight of the evidences,
a reviewing court
must view
the evidence
in the light most favorable
to
the appellee
(citations
omitted).
Steinberg
v.
Petra,
139 Ill. App.
3d
503,
508
(1986).
Consequently,
if,
after reviewing the record,
the Board finds
that the County Board could have reasonably arrived at its
conclusions,
then the County Board’s findings must be affirmed.
Waste Management contends that the County Board’s decisions
regarding Criteria
2
and
3 are against the manifest weight of the
evidence and,
therefore,
should be reversed.
Criterion
2
Waste Management’s first witness was Daniel P. Dietzler.
Dietzler
is
a professional engineer registered in Illinois.
He
is also the President of Patrick Engineering,
which designed
Waste Management’s proposed landfill (Petitioner’s Brief,
p.
13,
14).
At the hearing, Dietzler testified that he believed the
proposed landfill satisfied criterion 2.
He specifically cited
the Tiskilwa Till layer, which would
be used as a natural
liner
for the landfill,
as an important factor
for
this conclusion.
(R.
354)
Dietzler stated that he believed that the Tiskilwa Till was
well suited as
a liner for
a landfill
(R. 271, 279—80).
74-176

13
Laboratory permeability tests showed that the ~ill had
a
hydraulic conductivity on the order
of
2 x 10
cm/sec.
(R.
273).
Also,
four test pits,
excavated
in the Tiskilwa Till by
Patrick Engineering did not show any secondary features, such as
cracks,
that would
increase the Till’s permeability.
(R. 655).
Dietzler testified that the Tiskilwa Till was composed
predominately of silts and clay particles,
although it also
contained sand and some gravel.
(R. 270).
He claimed that the
Till layer would be at least 30 feet thick below the lowest point
of the excavated landfill.
(R. 288).
Secondly, Dietzler stated that the presence of a basal sand
layer aquifer, which
lies just below the Tiskilwa Till, was
another asset of the proposed site.
Dietzler
reasoned that the
basal sand layer could be monitored to check the integrity of the
Tiskilwa Till.
That
is,
to determine whether the Till was
allowing leachate to leak into the layers below.
(R. 355).
Next,
Dietzler credited
the inward gradient design as an
important aspect leading to his conclusion that the proposed
landfill satisfied criterion 2.
(R. 355).
Because the
inward
gradient design would cause water to migrate into the site,
leachate would be prevented from migrating out of
the site.
(R.
285).
Dietzler claims that the leachate collection system is
another positive aspect of the proposal.
The system consists
of
perforated plastic pipes laid in a 12 inch gravel bed at the base
of the landfill.
Dietzler stated that such a system has not been
used in any other
Illinois landfill.
(R. 356).
He also testified
that approximately 7,800 gallons of leachate would be removed
from the site each day.
(R.
622).
Finally, Dietzler cited the four foot thick
final cover as
an important aspect of the design.
He noted that the Illinois
Environmental Protection Agency only requires
a two foot thick
final cover.
(R.
356).
Waste Management’s second witness, Dan L. Nelson also stated
that he believed the proposed landfill fulfilled Criterion 2.
Nelson works for Waste Management as
the
district
engineer
who
would be responsible for the landfill’s construction, compliance
with state laws and regulations,
and the monitoring of the site
(Petitioner’s Brief,
p.
18).
Nelson stated that Waste Management
would do routine methane gas monitoring using probes.
(R. 766).
Also,
he believed that the proposed ground water monitoring was
adequate to meet Criterion 2.
(R.
765).
This proposed
monitoring program would include quarterly sampling of water from
surficial
soils,
basal
sand layer, and the bedrock.
These
samples would be tested
for various contaminants.
(R. 822,
823).
Nelson also stated that there would be 800 feet between
each
of the three ground water monitoring wells.
(R. 990).
74-177

14
Nelson stated that Waste Management would attempt
to
maintain the leachate level at least two feet below the ground
water level
(R. 1009).
He also testified that during the
operation of the landfill, the leachate level would be monitored
on a weekly basis
CR. 833).
However,
during the post closure
period, the leachate level would be only monitored on a quarterly
basis.
(R. 834).
Nelson also said that
in order
to maintain the
inward gradient, leachate removal would be needed
“on a
continuous basis” after
the closure of the landfill.
(R. 850).
Waste Mangement’s last witness to testify regarding
Criterion
2 was J. Christopher Lannert.
Lannert
is
a landscape
architect.
In summary, he stated that Criterion 2 was met for
four reasons.
First,
the site does not have any limiting
characteristics which would prevent a landfill from operating
there.
Secondly, the parcel
is large enough
to operate as a
landfill.
It’s also situated well in terms
of roadway access.
Finally, Lannert stated that the proposed landfill was compatible
with the surrounding area (R. 1054—55).
The Cross—Petitioners as well
as the County of McHenry put
on witnesses during the hearing who stated that the proposed
landfill did not satisfy Criterion 2.
David Anderson, who has a
Master’s Degree in soil physics and soil science, testified on
behalf
of the McHenry County Defenders.
(Cross—Petitioner’s Reply
Brief,
p.
29).
Anderson, who works for a firm specializing in
hazardous waste disposal, stated that Criterion
2 was not met
because the landfill was designed
as a “below the zone
of
saturation” landfill.
CR. 1552).
He
claimed that the rate of
leachate generation,
estimated by Waste Management, was
unrealistically
low.
He stated that the landfill could generate
78,000 gallons
of leachate a day.
(R.
1536).
Anderson was
troubled by the situation of “perpetual generation of leachate
and
a dependency
in
order
to maintain an inward gradient
on
a
system leachate
collection
that definitely is not going
to last
forever.”
(R.
1540).
Anderson recommended that the landfill be
moved out of the ground water zone and that synthetic liners be
utilized.
(R.
1556,
1554).
The
second
witness
for
the
McHenry
County
Defenders
was
Greg
Lindsey.
Lindsey is an environmental planner specializing
in
solid waste management and recycling.
He is also a member of the
Northeastern Illinois Planning Commission Solid Waste Technical
Advisory Committee.
(Cross—Petitioner’s Brief,
p.
30).
Lindsey
testified that the proposed landfill does not meet Criterion 2,
because
it
is inconsistent with McHenry County policies and its
proposed post—closure plan is insufficient.
Lindsey said that
McHenry County Board has adopted
10 policies concerning Basic
Operating Standards regarding landfills.
(R. 2512).
According to
Lindsey, Waste Management’s plan doesn’t adequately address all
of the Operating Standards.
(R.
2521).
The Board notes
that
Section 39.2
in its totality controls the County Board’s
decision.
In addition, Lindsey testified that even
a ten year
post—closure care period, would be insufficient.
Also, he was
74-178

15
concerned that the post closure fund,
as proposed
by Waste
Management, would be inadequate to provide sufficient post—
closure
care.
(R.
2526).
McHenry County Concerned Citizens called George Noble as
their first witness.
Noble
is
a registered professional
engineer.
He works as an environmental consultant.
For the last
20 years, he has worked in the area of solid waste management and
disposal, which included the designing of
landfills.
(Cross—
Petitioner’s Reply Brief,
p.
21).
Noble testified that the
landfill did not meet Criterion 2.
(R. 1869).
Noble stated that
“an inward gradient landfill presupposes that there will always
be leachate,”
(R. 1848).
He was concerned that inaccurate
leachate level readings may result from the combination of three
conditions of
the proposed
landfill.
Due to biochemical
reactions
of the leachate, Noble believed that the leachate pipes
might clog and that the gravel,
in the gravel bed containing the
pipes, might cement together.
Also,
he felt that locating all
of
the leachate monitoring wells
on one side of the landfill,
created the potential for inaccurate readings.
(R.
1894,
1852).
Under
such circumstances,
an outward gradient condition could
exist without ever being detected.
Noble also believed that
Waste Management never
fully addressed whether the surrounding
ground water level would be continually monitored.
(R.
1860).
Noble
testified that the Tiskilwa Till should have been
checked for secondary features via a “test cell” procedure.
(R.
1874).
He also stated that if he had designed an inward gradient
landfill,
he would have wanted a 10 foot layer
of recompacted
clay not just
a natural,
in situ,
clay liner.
He believed that a
recompacted layer would give the engineer more control over the
liner’s permeability.
(R. 1956, 1898).
Noble was also troubled
by the fact that Waste Management never conducted any field
permeability tests on the Tiskilwa Till,
which he believed to be
a routine procedure.
He stated that the permeability results
from field tests are sometimes two to three orders
of magnitude
greater than the permeability results from lab tests.
(R.
1840).
Field permeability tests allow the testing of the
material in an undisturbed condition.
(R.
1885).
If sand and
gravel
is present,
a field permeability test may show this by a
higher permeability value than with
a lab test result.
(R.
1981).
Noble
felt that there was an insufficient amount of data
regarding permeability
of the Till (R.
1939).
Specifically, he
concluded that no lab permeability tests were even performed on
any sample taken from the part of the Tiskilwa Till that would be
located directly below the proposed excavated bottom of
the
landfill.
(R.
1844).
Noble also stated that he was concerned
over the lack of
a complete methane gas collection system.
(R.
1870).
Dr. Musa Qutub was the second witness who testified for
McHenry County Concerned Citizens that Criterion 2 was not met.
Dr.
Qutub has
a Ph.D
in geology,
specializing
in water
resources.
He
is
a hydrologist and professor at Northeastern
74-179

16
Illinois University.
(Cross—Petitioner’s Reply Brief,
p.
22).
Qutub testified that the proposed site failed the criterion
because the Tiskilwa Till is not homogeneous.
Also, Qutub
contended that the actual flow of the ground water
is not
in the
direction that Waste Management claimed
it
to be.
He criticized
Waste Management’s assumption that the static ground water level
could
be
controlled.
In
addition,
he
believed that the proposed
leachate collection system is inadequate.
(R. 2144).
Qutub
stated that Waste Management’s portrayal
of the geology under
the
site
in Applicant’s Exhibit
#
16
is inaccurate.
(R. 2118).
He
claims
that the Tiskilwa Till
is not a homogeneous layer of clay,
but,
it is rather a mixture of clay, sand, gravel and cobbles.
These constituents other than clay give
it a higher porosity and
permeability.
(R;
2111,
2374).
He also believes field
permeability tests should have been taken.
(R.
2126).
Qutub
also
questioned
the
methods
of
Waste
Management
in
determining
the
direction
of
ground water flow.
(R.
2102).
Qutub
stated that the results
of his study showed that the ground water
flowed from west to east.
CR. 2100).
He claims this
is
consistent with
a U.S. Geological Survey finding that the flow in
the area
is from northwest to southeast.
He pointed out that
Waste Management claimed the ground water flows from east
to
west.
(R. 2372).
Qutub testified that an inward gradient would
not be attained because the static water level could not be
maintained
in the landfill since
the surrounding area is made
up
of sand and gravel.
Also,
he stated that natural phenomenon
(such
as earthquakes), rainfall, and pumpage will change
the
static levels.
He concluded that he has never seen a sanitary
landfill where the static water
level was maintained
(R. 2224—
2225).
Mcflenry
County
Concerned
Citizens
last
witness
was
Michael
Robinson.
Robinson
is
a
licensed
geotechnical
engineer.
CR.
2376).
Robinson
studied Waste Management’s boring data and
determined that there was a correlation between areas
of the
geologic strata which produced low or no recovery
in the boring
sampler.
These correlated areas
of unknown composition were
labeled as “phantom strata”. They are located within the
boundaries,
as defined by Waste Management,
of the Tiskilwa
Till.
According to Robinson, one such phantom stratum ranges
from 21/2 feet to
41/2 feet thick between elevation 830 and 820.
He claims that another
lies just below elevation 820.
(R.
2391).
The County of McHenry put on Robert Layer as
a witness.
He
is a staff engineer for the county.
(R.
2707).
He found that
with regard to storm—water management, the proposed landfill does
not meet Criterion 2.
(R. 2740).
Layer claimed that water runoff
from the final land form would be 2.3 times greater than it
is
now
(R.
2718).
He concludes that such
a runoff would be highly
erosive.
CR.
2721).
Jerome Chudzik was another witness
for the County of McHenry
who testified regarding Criterion 2.
Chudzik
is
a registered
74-180

17
professional engineer.
(R.
3025).
He suggested that the proposed
landfills would meet Criterion 2.
CR. 3080).
However, he
believed that his particular recommendations were important and
should be adopted.
(R.
3092).
He recommended items such as
surface water monitoring
(P.
3049),
additional ground water
monitoring wells
to decrease the gap between wells
(R.,
p.
3051),
and
a methane detection system
CR. 3046).
Another County
of McHenry witness, Gerald DeMers, also
testified that the proposed
landfill would meet Criterion 2.
However,
like Chudzik, DeMers stated that Waste Management should
adopt his recommendations.
CR.
3276).
DeMers,
a registered
professional engineer, recommended that the leachate should not
be allowed
to accumulate.
Waste Management’s plan allows it to
accumulate
to a depth of 12 feet inside the landfill.
He claims
that the removal
of leachate as
it is generated reduces the
chance
of not maintaining an inward gradient.
CR. 3181).
Also,
to avoid excess leachate while
the landfill
is operating,
he
recommended that the landfill should be excavated and filled from
the higher elevations first while working downward.
This is the
opposite of the way Waste Management has proposed filling the
landfill.
CR.
3185).
The last County of McHenry witness was Dr. Pratap Singh.
Dr. Singh has
a Ph.D.
in soil and water engineering
(Cross—
Petitioner’s Reply Brief,
p.
24).
He testified that the proposed
landfill would not meet Criterion 2.
CR. 3483).
His firm
conducted additional borings on the sites which seemed
to confirm
the phantom stratum theory.
CR.
3524).
After reviewing this data
and Waste Management’s boring
data, Singh stated that
“4
to
5
feet below the invert
of the landfill there
is
a possibility that
cobbles and boulders,
plus sand seams,
are there throughout...the
entire base of the landfill.”
CR. 3407).
He stated field
permeability tests should have been conducted,
because they are
more representative of true permeability.
(R.
3410).
Singh also
recommended that Waste Management recompact the clay liner,
thereby removing the cobble layers.
(R. 3436).
He stated that
electrical resistivity or electromagnetic survey should be taken
of the site to better
investigate its geology.
CR. 3438).
Singh
stated that the present amount of data,
gathered by Waste
Management,
is insufficient with regard to understanding the
geology and hydrology of the site.
CR. 3416).
To better
facilitate leachate removal, he recommended that the spacing
between the leachate collection pipes be decreased
to 150
to 200
feet.
Waste Management’s plan calls for 600 feet between
pipes.
Also, he suggested that the slope of
the bottom of the
landfill be 2 percent rather than 1 percent.
(R. 3440).
Although the testimony concerning Criterion
2 addressed
a
wide variety of issues,
after reviewing the record,
it is
apparent that conflicting evidence was presented
to the County
Board on major aspects of the landfill proposal.
Waste
Management contends that the inward gradient design of the
landfill will prevent leachate from leaking out of the
74-181

18
landfill.
However, Waste Management’s own witnesses have
admitted that the landfill would require continual pumping of
leachate, after closure,
in order to maintain this inward
gradient.
According to witnesses for the Cross Petitioners,
this
constant need
to monitor and pump leachate
is a major detriment
to the landfill’s design.
Also,
a witness for the Cross—
Petitioners estimated that the landfill could generate 78,000
gallons
of leachate per day.
This is a great contrast to Waste
Management’s estimate of one—tenth that amount.
The amount of
leachate generated obviously has
a great impact upon the
maintenance of an inward gradient which
is dependent upon the
constant removal of leachate.
Witnesses for the Cross—
Petitioners and County of McHenry testified that the leachate
collection system was inadequate.
It was claimed that the
proposed placement of the monitoring wells and collection pipes
could lead to innaccurate leachate level readings.
Consequently,
an outward gradient could go undetected.
It was also suggested by Waste Management’s opponents that
the proposed distance between the leachate collection pipes
should be substantially reduced.
The proposed slope
of the
bottom of the landfill was also criticized by witnesses for the
Cross—Petitioners and County
of McHenry as
being only half
of
what
is needed
for efficient leachate collection.
Witnesses for
Waste Management stated that the leachate in the landfill would
be allowed
to accumulate
to a depth of about 12 feet.
However,
witnesses for the County
of McHenry and the Cross—Petitioners
agreed that the leachate should not be allowed to accumulate
in
order
to reduce the chances of accidently creating an outward
gradien t.
In addition, evidence was presented by the Cross—Petitioners
that the groundwater flow was in the direction opposite of what
Waste Management claimed
it to be.
The methodology of Waste
Management’s hydrologic study was severely criticized
by one
of
the Cross—Petitioner’s witnesses.
It was also stated by this
witness that an inward gradient design was unworkable because it
relied on the questionable assumption that static water levels
could be maintained.
In
its design, Waste Management utilizes 30 feet of Tiskilwa
Till as an in situ
liner.
Waste Management claims that lab tests
on the permeability of Tiskilwa Till indicate that
it has a
sufficiently low permeability.
Witnesses for the Cross—
Petitioners and County of McHenry stated that field permeability
tests should have been conducted.
Specifically, they claimed
that the permeability indicated from lab tests could be several
orders
of magnitude less than the level
of permeability that
actually exists on the site.
It was also pointed out that Waste
Management did not perform even lab permeability tests on samples
taken from the area of
the Till that would actually function as
the liner.
74-182

19
Waste Management’s witnesses also claimed that the Tiskilwa
Till
is a fairly homogeneous
formation that
is composed
predominately of silty clay.
However, other witnesses countered
that the Till
is not homogeneous, and
it likely contained layers
of sand,
gravel,
and cobbles.
The phantom strata interpretation
of boring logs presented by witnesses for the Cross—Petitioners
and the County of Mcflenry, conflicts directly with the geologic
interpretation of Waste Management.
These phantom layers are
claimed
to
be located just below the proposed excavated bottom of
the landfill.
It
is suggested that the “phantom strata”
are
composed of cobbles and boulders.
If layers of cobbles and
boulders are present in the Till,
as it was claimed,
then the
overall permeability of the Till would be much greater than what
Waste Management has concluded.
Witnesses for the Cross—
Petitioners and County of McHenry also criticized Waste
Management’s methodology in evaluating the geology
of the site.
Specifically, opposing witnesses contended that Waste Management
had not gathered enough boring data of the area within the
proposed
landfill footprint and the area surrounding the site.
The above summary
of the various positions of the witnesses
touches only upon certain issues regarding Criterion 2.
There
are literally thousands of pages of testimony addressing this
particular criterion.
Pursuant to the manifest weight standard,
the Board must consider the evidence in the light most favorable
to the County Board’s position that Waste Management’s proposal
did not meet this criterion.
Credible testimony was presented
which questioned
the wisdom of Waste Management’s application.
This is particularly true regarding ground water dynamics, sub-
surface geology and the ability of
the design
to function
properly over time.
After reviewing the massive record,
it becomes apparent that
the County Board could have reasonably concluded that Waste
Management’s proposal did not satisfy Criterion
2.
Therefore,
applying the manifest weight standard,
the Board affirms the
County Board’s finding regarding Criterion
2.
The Board notes
that it has
in no way made a determination as to the general
suitability of
inward gradient landfills.
Criterion
3
Waste Management’s first witness with regard
to this
criterion was J. Christopher Lannert.
Lannert has been a
landscape architect and urban planner for the past sixteen years.
(Petitioner’s Brief,
p.
19).
He testified that the landfill was
“designed
The
Board notes
that the statutory language
of this
Criterion is “located” not “designed”.)
to minimize
incompatibility with the surrounding area.”
He specifically
cited several factors for the basis of his opinion.
First, he
believed that the end use plan was compatible with the
surrounding
area.
CR.
1086).
However, he also acknowledged that
the surrounding area does not have
a sufficient population now,
or even in the year 2005,
to support the proposed recrational use
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20
after
the landfill closes.
(R. 1188).
Secondly, Lannert stated
that the screening berms, planting, and setbacks would “protect
our neighbors.”
He also felt that the landscaping around the
entrance to the proposed landfill was adequate to shield the
truck
traffic from view.
Next, he stated that the surrounding
topography and woodlands were consistent with the landfill and
helped to minimize its impact.
Finally, he stated that the
intermediate screening berms, which would be utilized during the
actual filling of the landfill, would serve to reduce the impact
of the landfill’s operations on the surrounding area.
CR. 1086,
1087).
Lannert testified that the landfill
in its final form
would end up being the highest point in the Township
(R. 1136).
He stated that the highest point of the final form would be
75
feet higher
than the existing high point on the site.
(R.
1074).
The permanent screening bern, which would be erected on
the eastern boundary of the site, would only be 25 feet high.
(P.
1144).
He stated that the residences east of the site would
screen the view of the landfill from each other.
CR. 1084).
According to Lannert,
the site
is bounded by open farmland
to the north and to the south.
West of the site
is
a large tree
nursery.
CR.
1068).
He stated that single lOt residences are
located in a wooded area east
of the site.
(R.
1070).
Lannert testified that the site is presently zoned A—i,
for
agriculture.
He noted that a landfill could be permitted as a
conditional use
in such
a zoning classification.
(P. 1218).
However, he also stated that McHenry County classifies this site
“as prime farmland” due
to its soil composition.
(P. 1048).
Lannert testified that the McHenry County Comprehensive Land
Use
Plan also shows the site
in an agricultural district.
In
the plan,
just east of the site
is an agricultural—rural
transitional zone.
(R.
1049).
Lannert stated that the site
contains 15 recorded lots.
He claimed that the existence of
these potential residences take the site out of
a “pure
agricultural classification.”
That is, he believed the site has
turned from an agricultural
to a more residential
type use.
CR.
1193).
He stated that
if residences were built on the site,
they
would be “an extension of this
east
of the site
residential
community.”
(R.
1192).
Lannert stated that the presence of these
recorded lots makes
the site inconsistent with the pure
agricultural classification of Comprehensive Land Use plan.
Therefore, Lannert concluded that the site is really located
in
a
“flexible area”
of classification.
(P. 1050).
However, Lannert
also asserted that
a landfill would be better classified as
an
agricultural rather than residential use.
CR.
1181).
Waste Management’s other witness concerning this Criterion
was Thomas Collins.
Collins has been
a real estate appraiser and
consultant for
32 years.
(Petitioner’s Brief,
p.
30).
He
testified that the landfill would not be incompatible to the
surrounding
area.
(P.
1263).
He also classified
a landfill
as
being an agricultural or residential type of use rather than an
industrial
or commercial use.
(P.
1338).
In his report on the
74-
184

21
site, he had stated that the immediate area around the site had
no discernable trend.
However, Collins testified at the hearing
that the trend
in the area is toward
residential development.
(R.
1298,
1318).
However, he did state that the Emery Woods
subdivision, which
is located east of
the site,
is only 60
percent developed even though the development
is 15 to 20 years
old.
CR. 1255).
Collins also testified that the end use plan of
the landfill
would not cause any depreciation or change in the area’s
development trend.
CR. 1263).
He claimed that the landfill,
even
during its operation, would not deter the residential growth east
of the site
(R. 1271).
He testified that residential development
has continued near several Illinois landfills.
The Veugler
landfill near Crystal Lake
in McHenry County was used to
illustrate this point.
He stated that construction
of homes near
that landfill had continued and expanded
CR. 1267—1270).
He also
testified that the proposed screening and berming would have a
positive effect on the neighborhood and were significant when
considering the effect on property values
(R. 1262).
Collins
testified that only one piece of property in the area will lessen
in value due to the landfill.
According to Collins,
this
property, located just off the southwest corner
of the landfill’s
boundary, would lessen in value no matter what type of screening
is used.
CR. 1273).
However, he claimed
that other properties
in
the area would not diminish in value if the landfill was sited.
(R.
1269).
Collins never addressed farmland values because he
felt that farms were not the highest and best use
of the land.
(P.
1360).
Herbert Harrison was the first County of McHenry witness who
testified regarding Criterion 3.
He stated that the proposed
landfill did not minimize incompatibility and the impact on
property values.
CR.
2850).
He attacked Waste Management’s
report regarding this Criterion as having “no substance.”
That
is, he believed an insufficient amount of information had been
gathered
by Waste Management.
(R.
2845, 2846).
Harrison testified that there were 11 homes within
a quarter
of
a mile
of the landfill and 14 homes within
a half
a mile.
CR.
2880).
He also was concerned that
if odors were emitted from the
landfill, they would be blown by the wind
to the subdivisions
east of the site.
CR. 2812).
Harrison,
though, suggested that
if
the final form of the landfill was limited
to the existing
contours, instead of 80
to 90
feet above
them, the impact of the
landfill on the properties east of the site would be minimized.
CR.
2946).
Harrison stated that the obvious trend in the
building of single family residences was from Route 47 westward
toward the site.
CR. 2849).
He concluded that
if residences were
built
on the site, they would merely be “a continuation of the
slow but steady trend that has occurred there over the past 20
years.”
(P. 2845).
Harrison also acknowledged that the
population
of Seneca Township has been projected to grow by less
than 1,000 people from 1980
to the year 2005.
(R.
2899).
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22
Harrison pointed out that Waste Management’s report by
Collins did not appraise any values of property east of the
site.
Harrison claimed that this was not done,
because Collins
believed the technology of the landfill was such that it would
not adversely impact on those properties.
According to Harrison,
that was a wrong assumption.
CR. 2816).
Harrison also stated
that a multiple regression analysis of area property values
should have been run by Waste Management to accurately
investigate the landfill’s impact.
CR. 2826).
Harrison noted
that Waste Management also did not investigate the potential loss
of value to the properties east
of the site,
due to the fact that
the high final elevation of the landfill would block the late
evening sun.
CR.
2836).
The other County of McHenry witness who addressed Criterion
3 was Steve Aradas.
Aradas
is the Director
of the Mcuenry County
Department of Planning. (Cross—petitioner’s Reply Brief,
p.
32).
He testified that the site
is not located to minimize
incompatibility.
(R.
2971).
Aradas stated that the only way
to
minimize incompatibility was to locate the landfill in an
industrial
area.
He particularly emphasized incompatibility due
to the fact that the landfill
final form will extend 80
to 90
feet above the existing contours.
He discounted the use
of berms
as having minimizing effect.
(R.
2979).
Aradas also claimed the
proposed recreational end use would
be an anomaly in the
agricultural type of area surrounding the site.
CR.
2968).
He testified that within a
1 3/2mile radius of the site were
94
single lot residences and 24 farmsteads.
(R.
2961).
He stated
that the predominant land use east of
this site was residential.
(P.
2965).
He claimed that the trend along Route
176
is toward
residential
use.
Consequently, according
to Aradas, residential
development would be more compatible than a landfill.
(R.
2972).
However,
because the site
is considered “prime farmland,”
Aradas testified that the highest and best use for the site would
be farming.
(R.
2977, 2978).
He stated that the County’s zoning
and Comprehensive Land Use Plan objectives are
to protect
productive farmland from development.
(R. 2463,
2967).
In summary, Waste Management presented testimony which
stated that the landfill’s design would minimize incompatibility
with the surrounding area.
Waste Management contended that the
presence
of berms and landscapes would minimize the impact on the
landfill’s neighbors.
Also, witnesses for Waste Management
stated that a landfill site would not be inconsistent with the
County Plan or detrimental to the residential development of the
area.
In addition, Waste Management claims that only one piece
of property would suffer
a loss in value due to the landfill.
The County of Mcflenry presented witnesses who testified
in
opposition to Waste Management’s position.
One witness stated
that since the site
is considered
“prime farmland,”
it should be
74-186

23
preserved
as
an agricultural use.
It was claimed that such
a use
would serve the objectives of the County Plan and the areas
zoning.
The development trend of the area was stated
to be
residential.
It was concluded by the County
of McHenry witnesses
that
a residential use of
the site would be more compatible with
the surrounding area than
a landfill use.
These witnesses also
claimed that the berms and landscaping would not minimize
incompatibility, especially since the final landfill form would
be
80 feet higher than the existing contours
of the site.
Waste
Management’s study concerning had values was also criticized as
being insufficient and inaccurate.
With regard to this Criterion “an applicant must demonstrate
more than minimal efforts to reduce the landfill’s
incompatibility.”
Waste Management of Illinois,
Inc.
v. Illinois
Pollution Control Board,
123 Ill. App.
3d 1075, 1090, 79
Ill.Dec.
415,
463 N.E.2d 969, 980
(2d Dist.
1984).
However,
the Second
District,
following E
&
E Hauling,
Inc.
v. Pollution Control
Board,
116 Ill. App.
3d
586, 71
Ill. Dec.
587, 451 N.E.2d 555
(2d
Dist.
1983)
also stated that “an applicant must demonstrate it
has done or will do what is reasonably feasible
to minimize
incompatibility.”
Waste Management of Illinois,
Inc., 123 Ill.
App.
3d at 1090,
463 N.E.2d at 980.
The Board assumes that the
same conditions apply to the requirement to “minimize the effect
on the value
of surrounding property.”
It
is apparent from the
record that the applicant has studied the surrounding area.
The
site is mostly bordered by agricultural land with scattered
residences, particularly to the east.
A landfill could
reasonably be located
in such
an area.
Waste Management’s
proposal reflects more than
a token effort to minimize
incompatibility.
Waste Management presented an extensive plan
for setbacks,
berms, and landscaping.
Their proposal seems to
include that which would be considered “reasonably feasible
to
minimizie incompatibility.”
Therefore,
viewing this record in
light of
the above case law, the Board finds that the County
Board’s decision with regards
to this criterion was against the
manifest weight of
the evidence.
The Board hereby reverses the
County Board’s finding
that Criterion 3 was not met.
CROSS APPEAL
Sufficiency of Application
The Cross—Petitioners contend that the County Board should
have dismissed Waste Management’s application, because it did not
contain all the information which is required by the Articles of
Rules and Procedures
of the Regional Pollution Control Facility
Committee
(Hearing Officer’s Exhibit #6).
Specifically, the
Cross—Petitioner’s claim that the application did not contain
“all
land uses within a one—mile radius of
the site”
(Article IV,
Section
Cl)(A)(8)(g)), “property values
of the surrounding
properties” (Article IV, Section l(D)(5)(b)(4)(c)(l)),
and the
“financial condition
of Waste Management of Illinois, Inc.”
74-187

24
(Article
IV, Section l(A)(10)(c)).
(Cross—Petitioner’s Brief,
p.
10—11).
The Board finds that the County Board’s refusal
to dismiss
the petition was reasonable.
In so saying, the Board cautions
that
it is not implying that
a question of insufficiency of
information
(whether the informational requirements were framed
by this County, or any other county or municipality),
can,
in and
of itself,
be a reason for considering dismissal.
For example,
while an application “form” may be
a useful means of assuring
a
fair and orderly hearing process,
if the information required
goes beyond the scope of Section 39.2 of the Act,
it cannot be
given weight;
in the same manner,
if
a form is insufficient in
its scope,
it cannot serve as a constraint on the criteria that
must be considered in Section 39.2.
The Cross—Petitioner’s also contend that the County Board’s
findings with respect to Criteria 1,
4,
5 and
6 are against the
manifest weight of the evidence and therefore, should be
reversed.
Criterion 1
Richard W.
Eldridge testified for Waste Management with
regards to Criterion 1.
Eldridge
is a licensed professional
engineer and president of Eldridge Engineering Associates.
CR.
83).
He testified that there was a definite need for the
proposed landfill.
He based his conclusion on past “need”
studies, current available landfills,
and the expectant life of
these current landfills.
CR.
115).
Eldridge
testified that the
service area of the proposed landfill would be approximately
within
a 15 mile radius from the site plus the whole
of McHenry
County
CR. 101).
He also said that there was currently only one
operating landfill within this proposed service area.
That
landfill, which
is the Veugeler landfill,
is expected, according
to Eldridge,
to have
a remaining service life of only
3 years.
CR. 111—112).
Gerald DeMers testified for the County of McHenry that the
landfill was “necessary to meet the disposal needs
of the area
intended
to be served.
He also based his opinion on the fact
that the existing landfill capacity is limited to
1
to
3 years.
He stated that even
if the Waste Management landfill
is sited,
there may be
a period
of time, before the landfill begins
operation, during which the County would have zero landfill
capacity.
(P. 3171).
DeMers also cited
a Northern Illinois
Planning Commission Study which stated that Mcuenry County had
a
substantially lower locally available landfill capacity when
compared with the rest of
the region.
(P. 3164).
The Cross—Petitioners presented no witnesses who testified
to Criterion 1.
74-188

25
Witnesses testified for Waste Management and the County of
McHenry that the only landfill operating in the proposed service
area has a short remaining operating life.
No opposing testimony
was presented.
In light
of the manifest weight standard, the
Board finds that the County Board could have reasonably concluded
that Criterion 1 has been met.
Therefore, the Board affirms the
County Board’s finding that Criterion 1 had been satisfied by
Waste Management.
Criterion
4
Waste Management submitted a letter, dated September 16,
1983, from the Illinois Department of Transportation (IDOT),
which
states
that
IDOT
“has
determined
that
the
proposed
sanitary
landfill...is located outside the boundary of the 100 year flood
plain.” (Applicant’s Exhibit #25).
The Cross—Petitioners presented
no witnesses testifying to
Criterion 4, nor did they address this issue
in any of their
briefs.
Applying the manifest weight standard,
the Board affirms the
County Board’s findings that Criterion
4 has been met.
Criterion
5
Dan Nelson also testified for Waste Management on this
Criterion.
He stated that Criterion
5 has been met.
(P.
759).
He claimed that the possibilities
of accidents on the site would
be minimal.
He specifically said that the site would be fenced
and no one under
the age of 16 would be allowed at the working
face of the landfill.
(R. 756).
According to Nelson,
fires are rare at modern sanitary
landfills.
He also asserted that no smoking would be allowed at
the working face.
(R. 1020).
Each piece of equipment at the
landfill will carry
a small fire extinguisher.
Also Nelson
claims
the equipment can be quickly used
to spread soil over any
fire.
A water
truck, normally used for dust control, could also
help put out a fire.
Nelson stated that Waste Management
employees will be trained
in how to put out fires.
He believed
that the application of daily cover would also minimize the
chance of fires.
Nelson concluded that there would not be a need
for off—site equipment used for the purpose of fighting fires.
(R. 753—55).
Nelson testified that no liquid wastes would be accepted at
the site, consequently,
the chance of spills would be non-
existent
(P.
757).
He also stated that Waste Management has
adopted
a Safety Manual
of Waste Management, Inc.
(See
Applicant’s Exhibit #29, P.,
p.
758).
Nelson stated that a
procedure regarding who to contact
in case
of fires or an
emergency is not addressed
in the Safety Manual,
but such
a
74-189

26
procedure will be developed with respect to the site.
(P. 872—
73).
Jerome Chudzik testified for the County of Mcaenry on this
criterion.
He stated that Waste Management had met Criterion
5.
However, he suggested that Waste Management adopt his
recommendations.
CR.
3059).
Chudzik recommends that Waste
Management develop some protocol regarding who to contact in case
of an emergency.
This should include procedures for an agreement
in order
to call fire department equipment
to the site.
Also,
Chudzik recommended that records
of incoming waste as well as
water quality samples be regularly provided
to the County for
inspection.
In addition, he believed that all vehicles on the
site should be equipped with two—way radios.
He also suggested
that proper leachate removal and transport equipment be made
available
to the site.
Chudzik also recommended that the
refueling of vehicles be done away from the working face.
He
believed that provisions should be made in order
to detect any
methane migration off the site.
CR. 3040—47).
In addition, he
wanted samples
to be taken from existing neighboring
water
supplies
to establish existing quality.
CR.
3050).
Art
additional
ground water monitoring well was also recommended
to
reduce the
chance
of a plume of contaminants escaping detection.
CR.
3051).
The Cross—Petitioners did not present any witnesses to
testify with regards to this criterion.
Witnesses for Waste Management and the County of McHenry
testified that criterion
5 has been met.
Evidence was presented
to show that Waste Management has developed or will develop
various procedures which will reduce the danger due to fire,
accidents,
and spills.
No witnesses were presented
in opposition
to this evidence.
Consequently, there is evidence upon which the
County Board could have reasonably made its finding.
Applying
the manifest weight standard, the Board affirms the County
Board’s finding that Criterion
5 has been met.
Criterion
6
David Miller testified for Waste Management concerning
Criterion 6.
Miller
is a traffic engineer and president of Metro
Transportation Group.
CR.
1379).
He testified that Criterion
6
has been met.
He stated that Route 176,
a
two lane road, carries
about 4,300 vehicles per day.
According
to Miller, this current
traffic load only amounts to about 25 percent of the road’s
capacity.
He stated that during
the landfill’s operation, about
70 to
75 trucks would travel
in and out of the site each day.
He
claims that 65 percent of the trucks would
be 25—yard packers,
30
percent would be roll offs,
and
10 percent would be semi—
trailers,
2 axle stake beds and pickup trucks.
(R.
1384—86).
Miller concluded that the traffic added by the landfill’s
operation would increase Route 176 traffic flow by only two
percent.
(R.
1389).
He also noted that the peak times for the
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27
landfill
are
from
10:30
am
to
11:30
am
and
from
2:00
pm
to
3:00
pm.
He pointed out that these peak times are different than the
existing peak times which are from 7:00 am to 8:00 am and from
4:00 pm to 5:00 pm.
CR. 1387).
Miller stated that
if the site
were
developed
into
15
single
family
residences,
these
residences
would generate 150 vehicular trips per day and that there would
be more roads entering Route 176.
On the other hand,
he claimed
that the landfill would generate 180 vehicular trips per day.
(R.
1400—01).
Miller claims that there is good sight distance along Route
176, and the access design is adequate to accommodate inbound and
outbound
trucks.
(P.
1409).
He
stated
the
Illinois
Department
of
Transportation
determined
that
acceleration
or
deceleration
lanes
would be unnecessary.
(See Applicant’s Exhibit #45,
R.
1410).
Miller concluded that the traffic caused by the landfill would
not adversely impact upon the operating efficiency
of Route
176.
CR. 1390).
The County of McHenry witness
addressing this criterion was
James Rosenmerkel.
Rosenmerkel
is a civil engineer in charge
of
the transportation division of
an engineering firm.
CR. 2660).
He testified that the landfill’s traffic system has been
“designed to minimize any negative
impact on existing traffic.”
CR. 2683).
He also stated that the sight distance along Route
176 was very good.
Furthermore,
he found that given the existing
amount of traffic, there would be no negative impact upon the
traffic due
to the landfill’s operation.
(R. 2671).
However, he
did suggest that a bypass lane for westbound traffic, to drive
around stationary trucks waiting
to turn left,
would be
a good
idea.
(R. 2677).
He also recommended an acceleration lane for
trucks heading east out of
the landfill.
CR.
2702).
The Cross—Petitioners did not present any witnesses to
testify concerning this Criterion.
With regard to this criterion, witnesses of Waste Management
and the County
of McHenry agreed that the proposal was
sufficient.
A Waste Management witness estimated that the
landfill’s operation would only increase the traffic on Route 176
by two percent.
Even with this increase,
it was testified that
Route 176 would still
carry less than one—third
its traffic
capacity.
The witness for Waste Management also stated that
additional turning lanes would not be needed.
Although the
County of McHenry witness recommended additional
turning and
acceleration lanes for the landfill, he still concluded that
Waste Management’s proposal was sufficient for this Criterion.
Consequently, evidence was presented at the hearing which would
support the County Board’s finding.
In light of
the manifest
weight standard,
the Board
finds that the County Board could have
reasonably concluded that Criterion
6 was met.
Therefore,
the
Board affirms
the County’s finding with regard to Criterion 6.
74-191

28
This
Opinion
constitutes
the
Board’s
findings
of
fact
and
conclusions
of
law
in
this
matter.
IT
IS
SO
ORDERED.
B.
Forcade,
R.
Flemal,
and
J.T.
Meyer concurred.
I, Dorothy M. Gunn,
Clerk of the Illinois Pollution Control
Board, hereby certify ~at
the above Opinion was adopted on
the
~
day of
~
,
1986,
by a vote
of
__________________________
Dorothy M,/tunn, Clerk
Illinois Pollution Control Board
74-192

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