)
Petitioner,
)
)
vs.
)
)
CITY OF KANKAKEE~
ILLiNOIS, THE CITY)
OF KANKAKEE, ILLINOIS CITY COUNCIL,)
TOWNAND COUNTRY UTILITIES, INC.,
)
and
ANTKAKEE REGIONAL LANDFILL,
)
L.L.C.,
)
)
)
Respondents.
WASTE MANAGEMENT OF ILL~OIS,
iNC.,
Petitioner,
)
vs.
THE CITY OF KANKAKEE, ILLINOIS CITY
COUNCIL, TOWN AND COUNTRY
UTILITIES, INC.,
and KANKAKEE
REGIONAL LANDFILL, L.L.C.,
)
)
)
)
Respondents.
)
COUNTY OF KANKAKEE, ILLINOIS gnd
)
EDWARD D. SMITH, KANK~~KBE
COUNTY)
STATE’S ATTOR±’~BY,
)
Petitioners,
vs.
)
)
)
)
CITY OF KANKAKEE, ILLINOIS, THE CITY)
OF KANKAKBE~ILLINOIS CITY COUNCIL,)
TOWN AND COUNTRY UTILITIES, INC.,
)
and KANKAKEE REGIONAL LANDFILL,
)
L.L.C.,
)
)
Case No.
PCB 04-35
BEFORE THE ILLINOIS POLLUTION CONTROL BOARD
9”JDTQA?’JflPPPfl
C~RKSO~,CED
JAN2n2004
STAT
PoIIutio
Case No.
PCB 04-33
Controj
Boafd
Case No.
PCB 04-34
)
)
)
)
)
Respondents.
-I
REPLY TO REBUTALS TO
BRIEF
OF BYRON SANDBERG THIRI) PART APPEAL TO PCB.
Petitioner BYRON
SANDBERG
submits
this
reply to rebuttals of
his
third
party appeal
based
on the
100 year Flood Plain and Public
Health,
Welfare and
Safety
Criteria of the August
18th,
2003
decision of
the
City
of
Kankakee,
Illinois
City
Council
(City)
granting
the
application of
Mr.
Tom Volini
who
operates as
town & Countiy Utilities,
Inc
and Kankakee
Regional Landfill
LLC (T&C
or
Mr. Volini) for
siting approval ofa new pollution facility
NO
REBIJTAL
OF
MY
BRIEF
WAS
RECEWED
FROM
CITY
OF
KANKAKEE
DESPITE
PHONE
CALLS
ASKiNG
FOR
IT.
ACCORDiNGLY,
THE
CITY
DII)
NOT
REFUTE
MY
ARGUMENTS
THAT
THEY
DII)
NOT
WEIGH
THE
MANIFEST
WEIGHT
OF
EVIDENCE
APPROPRIATELY
IN
REGARD
TO
THE
FLOOD
PLAIN
CRITERIA
AND
MISLEADING
TESTS.
I
received
no
critique of
my brief from the
City
of
Kankakee despite
telephone
calls to the
city
askingfor such a critique.
They were simplyunable to refute
my
brief
including the following points.
1.
The pictures and detaileddescription offlooding
and
the
flood
plain in my brief.
2.
My
reference to the record
of
the
movie
and
detailed
descriptions of previous flooding
in the
transcript of the previous hearing which was madea
part
ofthe
record
of this heaiing.
3.
That
they proceeded with
two
expensive hearings despite
their
city
planner Mr.
Sawyer
being
notified
by
a copy of
a letter from Illinois
Department of Natural Resources (DNR) to the applicant,
(Mr.
Volini) stating that Mr. Volini
~mustreceive a permit from this office (DNR)
prior
to the initiation
of
construction~
and
directing
that
his
finn
~sub4nitinformation
providing
specific
details
of
the
proposed
work
and
an
analysis
demonstrating
that
your
proposed
project
will
meet
the
applicable
standards of the Part 3700
Rules.
DNR
stated they had a copy of the plan from
the
application and stated
~the project does include work within the floodway and requires a permit from this office prior to
the
initiation of constniction”
Based on this letter, it
was obligation of
the
City
of
Kaithakee to
not
begin hearings until an application was submitted that met
the
DNR
Rules
was
submitted and approved.
Even a city
planner without any
landfill credentials should have
been
able
to determine from the
4
bare contents of the
letter that this landfill could not be constructed hereunless:
(1)
There was no
work
in
the
floodway
and
(2)
An
application
was
submitted
and
permit
granted
prior
to
construction.
Therefore
the
responsibility
of the city was
to
require
the DNR application to be
submitted
and
approved
before proceeding with any
healing.
It was wrongful for the
city
to hold
two
hearings
for
a landfill
application
and
plan
contrary
to
DNR
rules
that cannot be
constructed
without
a
permit
from DNR.
4.
As
a
result of
holding a hearing for a
landfill application that
they were informed could not
be
constructed
according
to
DNR part
3700
Rules.
the
City
of
Kankakee
caused
the
Pollution
Control Board the expense of
Iwo
hearings and
the research upon which their decision was
based.
The
City
caused the
Citizen
group CRIME
to expend $17,000 for
expert Stuart
Cravens,
Minnie
Creek
Drainage District
to
expend
$5000
for a lawyer, Waste Management to expend a larger amount
for
a
lawyer and witnesses,
and myself to expend 7 weeks
of research,
attending hearings,
writing
briefs,
etc
for the
two
hearings
and
appeals.
350 hours of work if compensated at
the
modest rate of
$100 an
hour
is
$35000.
In
addition,
Mark
Benoit
and
Larry
O’Connor
expended
considerable
time
organizing,
collecting and accounting for the
funds
raised
for the
crime
group and doing
research that supported my
brief.
I
was paid
$390 for expenses which I expended for the first hearing
by
CRIME.
They had no
money to pay my expenses for the second hearing.
The City of
Kankakee
should be required to reimburse
Larry
O’Connor,
Mark
Benoit
and
myself who
served
pro
bono
without
any
pay
except
part
of
my
expenses first.
Next in order of compensation should be the citizens who contributed:the$ 17,000 and the
Drainage District $5000.
5,
Since
the
city
did
not file a critique regarding my facts andarguments of
misleading testimony,
they did
not refute my
argument
that they
did
not properly weigh the Manifest Weight of the Evidence on
that issue.
4
TOWN
AND
COUNTRY
UTILITIES
WAS
UNABLE
TO
REFUTE
MY
EVIDENCE
AND
ARGUMENT
ON
THE
FLOOD
PLAIN
CRITERIA
OR
THE
ARGUMENT REGARDING
THE
MISREPRESENTED TESTS.
Mr.
Mueller’s critique contained no
substance,. Mr. Mueller should spend more time reading and
less time writing and raising pointless and inappropriate questions.
It is
not true that I ignored citations
and references to transcripts except in
the
first
few
explanatory
paragraphs.
I referred in my brief to Mr.
Moran’s brieffor references to the misrepresented tests, but now I find
they are
in the
brief
of Mr. Porter
of
the
Helston Firm that represented
Kankakee
County..
His
numbers differ a bit from mine, but
the)’
support my
conclusion that the tests were in six cases faked and in the rest misrepresented..
The numbers
differed because I referred to
the
number of wells and Mr. Porter refers
to the number of tests.
Mr. Porter
also refers
to a number of tests that were done and should have been included in the report, but were not.
I
did
not
know about this serious problem of the applicant picking
out
only the tests that supported the
point he
wanted to make and
disregarding the
others or I would have included it.
I saw
no
point in
extending
my
analysis to
duplicate the
work of
Mr.
Moran
and Mr.
Porter
so I
went
no
further
than
counting the number ofwells as they appeared on the application.
Mi. Mueller said the landfill site was
not in a floodplain because it
was not a NEMA determined
floodplain.
It may be news to Mr.
Mueller,
but
floods
are
determined
by
excess
rainfall
which is an
natural event or an Act of
God, not
by
NEMA..
The letter from the Illinois
DNR
was part of my brief
that Mr. Mueller commented on.
~Theletter states
DNR
rules apply ~whetheror not the stream has been
included in the typical mapping from the FederalEmergency Management Agency
(FEMA)”
There is no
requirement in
the Pollution Control
Board rules that
require a flood
plain
to be designated
by FEMA.
Regarding Mr. Mueller’s allegations that the
landfill is protected from the
flood plain.
Mr.
Moose first
testified
in
reply
to my
questions
stating that the ditch
spoil banks protected the
landfill.
Then It was
brought
out later that afternoon after I had left the hearingthat they will going to fill to the
628
level.
This
is
on page 80, volume 5A of 6/28/03 transcript.
I enclose a copy ofthat pageof my brief.
Briefly, it states
4
that
the
DNR
rules
do
allow fill to be placed in the
floodway and questions that fill will
protect from
flooding.
An embankment of
fine grainedmaterial that met specifications forthe liner would be required
instead of fill, but neither would be permitted by
the DNR in the
floodway.
In
fact,
most of the
landfill
falls in the floodway.
.
Mr. Mueller’s comments ignore the
enlargement of the floodplain by
the water
displaced by the landfill.
This is the concernof the DNR and should be that ofthe PCB.
Mr.
Mullerdid not
commenton my
statements regarding that the test wells readings were faked
and misrepresented in the application.
Instead, he againglorifiedthe supposed credentials of his
witnesses whofaked and represented the test well readings and Mr.
Daniels who was naïve enough to
base histestimony on these readings.
A license to practice engineering or hydrology does not
require a
graduate school educationwhich I have.
My graduate school education was
only place I was really taught
to
think and
do research.
At
72, 1 can still do it better thanthese licensed
engineers.
It does not require
a graduate school educationto acquire an engineer degree.
One only has to have an undergraduate
degree andpass an open book
multiple choice test.
II’ one does not pass the test the first
time,
he or she
has another chance to take it.
Apparently,
onedoes not
learn
it is wrong to fake and misrepresent tests
in an undergraduateeducation or by thistest.
.
My cousin who has bothagraduate school education and
an engineering license said we have this kind of problem because we have made it
to easy to become a
licensed engineer and that there are too
many of them.
Due to this surplus of engineers compared to
legitimatejobs,
some find it necessamy to pervert their skills to misrepresent tests to serve the
interest-s of
their employer as in this case.
I plan to file complaints with the Illinois Licensing Board against the
engineer and hydrologist
regarding this incident.
After that I will filea complaint against Mr.
Daniels
for not properly checking the data on whichhe based his testimony.
The EPA tells me that they only
check the output of
the computer programs,
not the inputs so if trash is put in the computer as in this
case, trash
comes out.
MR VOL1NI WASTED
THE
TIME OF THE POLLUTION CONTROL BOARD AND THE
REST OF US
BY NOT OBTAiNiNG PEMISSION TO BUILD iN
A FLOOD PLAIN FROM THE
4
ILLINOIS DNR BEFORE SUBMITTING HIS APPLICATION TO THE
CITY OF
KANKAKEE
The same arguments and liability apply here as were stated on the section on the
city.
Byron
Sandberg..
Enclosed:
1.
Letter
fmmDNR
2.
Page ofbrief.
Illinois
Department of
Natural Resources
Office of Water Resources
http://dn~siateiWs
One
Natural
Resources Way
Springfield,
Illinois
62702-1271
George
H.
Ryan,
Governor
•
Brent
Manning,
Director
June 18, 2002
SUBJECT:
Kankakee Regional
Landfill
Minnie
Creek
Floodway
Sections 24
& 25, T3ON,
R14W,
.2nd
P.M.
Kankakee County
Town &
Country Utilities,
Inc.
3990 Garfield Street
Gary, indiana
46408
ATTENTION:
Mr. Thomas Volini
Dear Mr. Volini:
It was recently brought to our attention that
fill material is proposed
to be
placed
within the
vicinity of Minnie Creek and its tributary for the construction
ofthe
Kankakee.Regional
Landfill.
It
is our understanding that the Town & Country
Utilities,
Inc. are the developers for this project.
The
Illinois
Department of Natural Resources, Office of Water Resources
exercises jurisdiction over construction
in the floodway of streams with
a drainage
area of greater than
10
square miles
in a rural area or I
square mile
in
an urban
area, whetheror not the stream has been
inclUded in the typical mappin~
from the
Federal Emergency Management Agency (FEMA).
The
floodway is the portion of
the floodplain that must remain open and unobstructed
in order to store and
~onveyflood flows.
Based upon the plans available
to us, the project does include
work within the floodway and
çriusLrec&v~
~
p~rmitfrorn
this~gfficepr~or
to th~
inj~j~tio.~-of
~ogs~yctior~
Enclosed foryour use is a copy of our Part 3700 Rules
entitled “Construction
in
Floodways of Rivers,
Lakes ~nd Streams” and
an
application for permit form.
P~asesubmil Information
prD~1n~s
ecific
details of
th~pr~pos~d
~
n~eet
the aj~p~..c~Je
~tand.ards qfth~Pa.rt
3700 Rule&_
If you have any questions regarding this
information, please feel free
to contact
me at 217/782-3863.
Sincerely,
Robert C.
Giesing,
P.E.
Regional Water Resource
Engineer
RCG:crw
Enclosures
cc:
City of Kankakee, City Planner (Dave Sch~
Envirogen,
lnQ.
bcc:
Mr.
Lawrence O’Connor
of
water displaced by the landfill will raise theflood level and enlarge the area flooded
Mr Milk
estimated it would raise the water level
at least half a foot. Mr Milk is used to estimating from elevation
lines
because he did
that
in order to submit bids in the many years he was an excavating contractor.
5...
Mr Moose answered my
question about flooding by stating the banks o
Minnie Creek
protected the landfill from flooding and that he did not plan any other levee or protection to protect the
landfill.
The ditch embankments are referred to as dredge spoils on page 6,Appendix P.6 -of the
application. A statement from two
members of the Minnie Creek Drainage District attached to my brief
of the hearing for the City Council stated that the spoil banks beside Minnie
Creek have not prevented
flooding in the past and
that they were not intended for that purpose. They are only the dirt from work
on Minnie Creek. Mr Milk in a statement also attached to my brief for the City Council stated he has
been an earthmoving contractor most of his
life which included building embankments. He said the
ditch
banks were only the dirtremoved in constructing the ditch, that they
are not built to
any particular
specification, have not protected from flooding in the past and will not in the future. He also stated he
had built
a levee above the ditch banks on his farm that protected his
farm
only from flooding during the
lessor floods.
The ditch embankments arereferred to as dredge spoils on page 6, Appendix P.6 of the
application.
Mr Moose first testified in reply to my questions that the banks ofMinnie Creek would prevent
flooding, Later
Mr Moose entered into the record
“that the landfill unit itself and all-its principal
support componets to the landfill
gas collection system,
leachate storage and so forth are all going
to be
in post -construction which~is
going to be something we are going to have to make sure we are
clear about.
After the facility is developed they are going to be above the 628 elevation and be
protected from
the overflowing Minnie Creek” (page 80 Volume
5-A
6/28/03
#1499 of the transcript)
This
statement does not establish how the landfill is to be protected in pre -construction. This
landfill will
be in pre-construction for 20 years or so if one cell is opened every year. These cells wlli be open for a
considerable time while the base of the landfill is constructed
and
until enough trash is dumped to bring
them above ground. Fill does nOt describe a material necessarily suitable forprotectionof flooding.
Water moves
freely though sand of which there is
an abundance -at the site. This unusual procedure of
setting a landfill
down in dolomite rock means the dirt has
to be stockpiled and moved rather than
starting from a suitable clay base. I question
if there is enough clay at the site for the place~
that require
clay including a flood protection barrier. I also question ifthe construction contractor can sort out and
place clay in all the locations that require clay. The filling to the 628 level from the
625-626
level in
a
flood way is expressly forbidden in Part 3700 of the Illinois Administrative Code. The code forbids
filling in
a floodway of more than 0.1 foot. Mr Volini was told
to submit specifications of his work
in a
letter dated June 18th 2002 from the Illinois Department of Natural Resources (DNR). A copy of this
letter is enclosed. The letter reads
in part that the
“Office of Water Resources
exercises jurisdiction
over
construction in the floodway of streams
with a drainage area of more than
10 miles or 1 square mile
in
an urban area”
It states
“based upon the plans available to us, the project does include work within
the floodway and must
receive a permit from this office prior to the initiation of construction.
Enclosed
for your use in
a
copy of our Part 3700 rules entitled
“Construction in Floodways of Rivers, Lakes and
Stream” and an application form.
Please submit information providing specific details
of the proposed
work and an analysis demonstrating that yourproposed project will meet the applicable standards of
the Part 3700 Rules. The letter states that DNR has jurisdiction over this filling irregardless if it is on the
FEMA mapor not.
.
Since Mr Volini does not have a permit to fill and build here, he would not be
permitted to begin work on the landfill.
“Flood way” is defined in Part 3700
as: “The channel of a river, lake or stream and that portion of the
~~nt
1~~nr1
~
th~fi.~
ne~d~A
tc-~
c~f~’lv
sfflrA
2nd
c’r~nv~v
flni-v-1
w2t~r.c
Wh~rnflnnci
w~v~
h2v~
h~~p.n
delineated regulatory purposes, the mapped lines
ShOW
the floodway encroachment limits and will be
used. For other areas, flood way limits
will be estimated, using hydrological and hydraulic calculations,
to preserve adequate conveyance and
storage so that stage increases for the 100-year frequency flood
would not exceed 0.1 foot”
Mr Milk estimated that the flood stage was
increased more than
0.5
feet in