Volume i
Second Session
February 25, 1969
Chicago, Illinois
I LL
INDIANA
CONFERENCE
Pollution of Lake Michigan
and its Tributary Basin,
Illinois, Indiana, Michigan, and Wisconsin
U.S. Department of the Interior • Federal Water Pollution Control Administration
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SECOND SESSION
OF THE
CONFERENCE
IN THE MATTER OF _POLLUTION OF LAKE MICHIGAN
AND ITS TRIBUTARY BASIN
held in
Chicago, Illinois
February 25,
TRANSCRIPT OF PROCEEDINGS
VOLUME I
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CONTENTS
A
Opening Statement
by Murray Stein
Summary
PAGE
5
9^-7
Corps of Engineers:
Brigadier General R. M. Tarbox
State of Michigan:
Francis B. Frost
John H. Kennaugh
State of Indiana:
Perry E. Miller
State of Illinois:
Clarence W. Klassen
Raymond E. Anderson
James C. Vaughn
Richard A. Pavia
State of Wisconsin:
Lester P. Voigt
Thomas Frangos
U. S. Department of Agriculture:
Robert J. Schneider
Federal Water Pollution Control Administration
Merrill Garnet
Colonel E. B. Warner (Fifth U.S. Army)
Captain G. R. Shepard (Navy)
10
36
155
16?
231
233
273
330
365
382
464
504
517
522
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B
CONTENTS,
(CONTINUED)
Recommendation 13:
Clarence W. Klassen
Nuclear Power Plant:
P. W. Kittrell
Pesticides Committee:
Dr. Donald I. Mount
Recommendation 22:
H. W. Poston
Monitoring Committee:
Carlysle Pemberton, Jr
Alewives:
Ernest D. Premetz
U. S. Coast Guard
Ensign Martin P. Clark
PAGE i
533
537
693
778
781
939
944
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The Second Session of the Conference on
the Matter of Pollution of Lake Michigan, and its Tribu-
tary Basin^ convened at 9=30 o'clock a.m., on February
25, 1969, at the Sherman House, Chicago, Illinois.
PRESIDING:
Mr. Murray Stein
Assistant Commissioner for Enforcement
Federal Water Pollution Control Administration
Department of the Interior
Washington, D. C.
CONFEREES:
H. W. Poston
Regional Director
Federal Water Pollution Control Administration
Department of the Interior
Chicago, Illinois
Clarence W. Klassen
Technical Secretary
Illinois Sanitary Water Board
Springfield, Illinois
Blucher A. Poole
Technical Secretary
Indiana Stream Pollution Control Board
Indianapolis, Indiana
Ralph W. Purdy
Executive Secretary
Michigan Water Resources Commission
Lansing, Michigan
Lester P. Voigt
Secretary
Wisconsin Department of Natural Resources
Madison, Wisconsin
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AIDES TO ABOVE:
Richard S. Nelle
Water Resources Engineer
Illinois Department of Public Health
Springfield, Illinois
Perry E. Miller
Director of Bureau of Engineering
Indiana State Board of Health
Indianapolis,, Indiana
Thomas G. Frangos
Director, Bureau of Water Resources
Wisconsin Department of Natural Resources
Madison, Wisconsin
ALSO PRESENT:
John E. Egan
President
Metropolitan Sanitary District
of Greater Chicago
Chicago, Illinois
PARTICIPANTS:
Raymond E. Anderson
General Manager
North Shore Sanitary District
Waukegan, Illinois
Ensign Martin P. Clark
Law Enforcement Officer
U. S. Coast Guard
Chicago, Illinois
Thomas G. Frangos
Director, Bureau of Water Resources
Wisconsin Department of Natural Resources
Madison, Wisconsin
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PARTICIPANTS (Continued):
Francis B. Frost
Chief Engineer, Water Resources Commission
Michigan Department of Natural Resources
Lansing, Michigan
Merrill Garnet
Regional Federal Activities Coordination
Office of Facilities Programs
Great Lakes Region
Chicago, Illinois
John H. Kennaugh
Executive Secretary
Michigan Grand River Watershed Council
Lansing, Michigan
F. W. Kittrell
Special Consultant, Technical Services Program
Federal Water Pollution Control Administration
U. S. Department of the Interior
Cincinnati, Ohio
Clarence W. Klassen
Technical Secretary
Illinois Sanitary Water Board
Springfield, Illinois
Perry E. Miller
Director of Bureau of Engineering
Indiana State Board of Health
Indianapolis, Indiana
Donald I. Mount, Ph.D.
Director, National Water Quality Laboratory
Federal Water Pollution Control Administration
Duluth, Minnesota
Richard A. Pavia
Assistant Commissioner
Department of VJater & Sewers
Chicago, Illinois
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-A
Carlysle Pemberton, Jr.
Director, Technical Programs, Great Lakes Region
Federal Water Pollution Control Administration
U. S. Department of the Interior
Chicago, Illinois
Ernest D. Premetz
Deputy Regional Director
Bureau of Commercial Fisheries
U. S. Department of the Interior
Ann Arbor, Michigan
Robert J. Schneider
Federal Water Pollution Control Administration
Great Lakes Region
Chicago, Illinois
Captain G. R. Shepard
Commanding Officer Midwest Division
Naval Facilities Engineering Command
Great Lakes, Illinois
Brigadier General Robert M. Tarbox
North Central Division Engineer
U. S. Army Corps of Engineers
Chicago, Illinois
James C. Vaughn
Engineer, Water Purification
Chicago, Illinois
Lester P. Voigt
Secretary
Wisconsin Department of Natural Resources
Madison, Wisconsin
Colonel E. B. Warner
Chief, Engineering Division, DCSLOG
Fifth U. S. Army
Fort Sheridan, Illinois
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4-B
THOSE IN ATTENDANCE:
QMG Vernon K. Abel
Chief, Port Safety
U. S. Coast Guard
Chicago, Illinois
Mary C. Ansbro
Editor
Water in the News
New York, New York
Neil D. Baldwin
Assistant Editor
Chemical & Engineering News
Chicago, Illinois
Mrs. C. S. Barrett
League of Women Voters of Chicago
Chicago, Illinois
Harry V. Bierma
Chairman, Clean Streams Committee
Illinois Audubon Society
Chicago, Illinois
R. M. Billings
Assistant tjo Vice President
Research & Engineering
Kimberly Clark Corporation
Neenah, Wisconsin
Alex C. Blomquist, Jr.
Senator Charles Percy's Office
Chicago, Illinois
Mrs. Russell Bonynge, Jr.
Chairman, League of Women Voters
Lake Michigan Interstate League Group
Wilmette, Illinois
Robert J. Bowden
Sanitary Engineer, Lake Michigan Basin Office
Federal Water Pollution Control Administration
U. S. Department of the Interior
Chicago, Illinois
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4-C
THOSE IN ATTENDANCE (Continued)
John R. Brough
Director, Air & Water Control
Inland Steel Company
East Chicago, Indiana
Dale St. Bryson
Director, Lake Superior-Upper Mississippi
River Basin Office
Federal Water Pollution Control Administration
U. S. Department of the Interior
Minneapolis, Minnesota
Thomas Burke
Associate Engineer
C. W. Rice & Company
Chicago, Illinois
John P. Carr
Chief, Limnology Program
U. S. Bureau of Commercial Fisheries
Ann Arbor, Michigan
Jack W. Cormack
Associate
Greeley & Hansen, Engineers
Chicago, Illinois
Quincy Dadisman
Reporter
Milwaukee Sentinel
Milwaukee, Wisconsin
R. G. Dalbke
Engineer
Kaiser Engineers, Incorporated
Chicago, Illinois
George Danchi
Sanitary Engineer
Army Corps of Engineers
Chicago, Illinois
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4-D
tlnued
Eldred H. DuSold
Staff Assistant
Commonwealth Edison
Chicago, Illinois
James A. Erickson
CDB, CEC., USN
Midwest Division, Naval Facilities
Engineer Command
Great Lakes, Illinois
Edward G. Fochtman
Manager, Water Research Center
IIT Research Institute
Chicago, Illinois
James A. Fowler
Engineer
Sinclair Oil Corporation
East Chicago, Indiana
Frederic D. Fuller
Supervisory Chemist, Lake Michigan Basin Office
Federal Water Pollution Control Administration
U. S. Department of the Interior
Chicago, Illinois
R. E. Garrow
Environmental Protection Consultant
Home Mutual Insurance Company
Appleton, Wisconsin
Mary Jo Graham
League of Women Voters, Riverdale-Dolton
Dolton, Illinois
Mrs. Robert Graham
Water Chairman
League of Women Voters
Dolton, Illinois
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4-E
THOSE IN ATTENDANCE (Continued;)
C. Fred Gurnham
Vice President
Cyrus William Rice & Company
Chicago,, Illinois
Dr. Rodney V. Harmsworth
Director of Research, Vice President
Limnetics, Incorporated
Milwaukee, Wisconsin
J. A. Hart
Special Projects Coordinator
Mobil Oil Coproration (Refinery .,
East Chicago, Indiana
Robert A. Hershfield
Consultant
Commonwealth Edison
Chicago, Illinois
Read Heydt
Public Relations
U. S. Steel Corporation
Chicago, Illinois
D. D. Horton
General Attorney
U. S. Steel Corporation
Chicago, Illinois
Mrs. Thomas Iwine
League of Women Voters
Buchanan, Michigan
Mrs. Robert E. Janes
Committee on Lake Michigan Pollution
Evanston, Illinois
James W. Jardine
Commissioner of Water & Sewers
City of Chicago
Chicago, Illinois
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THO_S_E_^N_ATTENDANCE_{_Co_nti_nue_d) :
Eileen L. Johnston
Water Chairman, Wilmette League of Women Voters
Education Chairman on Lake Michigan Pollution
Wilmette,, Illinois
Richard Kienitz
Milwaukee Journal
Madison, Wisconsin
Earl Knight
Industrial Waste Coordinator
Metropolitan Sanitary District of Greater Chicago
Chicago, Illinois
Roger W. Lange
Wisconsin Public Service Corporation
Green Bay, Wisconsin
Allen S. Lavin
Attorney, Metropolitan Sanitary
District of Greater Chicago
Chicago, Illinois
Harley F. Lawhead
Assistant Chief, Engineering Division
Corps of Engineers, North Central Division
Chicago, Illinois
Albert W. Lee
Environmental Engineering Manager
Globe Engineering Company
Chicago, Illinois
Kenneth Lehner
Superintendent of Chemical Services
Wisconsin Electric Power Company
Milwaukee, Wisconsin
Benn J. Leland
Engineer-in-Charge
Illinois Sanitary Water Board
Chicago, Illinois
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4-G
THOSE IN ATTENDANC E (Cont in ued.):
A. H. Manzardo
Chief, Surveillance Branch
Great Lakes Region
Federal Water Pollution Control Administration
U.S. Department of the Interior
Chicago, Illinois
Gerald Marks
53 West Jackson Boulevard
Chicago, Illinois
Glenn W. Metcalfe
Supervisor of Sanitation
Chicago Park District
Chicago, Illinois
Mrs. William H. Meyers
Information-Legislation Chairman
Sierra Club
Evanston, Illinois
T. A. Miskimen
Senior Engineer
Indiana & Michigan Electric Company
American Electric Power Service Corporation
New York, New York
Leonard A. Montie
Assistant Engineer Manager
Green Bay Metropolitan Sewerage District
Green Bay, Wisconsin
Gertrude B. Moore
Chairman, Insecticides & Pesticides Committee
Izaak Walton League of America
Wilmette, Illinois
A. Thomas Munizzo
Assistant Director Special Services
Chicago Park District
Chicago, Illinois
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4-H
THOSE_I_N_ATTENDANCE_J_Continued) :
Thomas K. Nedved
Research Engineer
IIT Research Institute
Chicago, Illinois
Captain David Oliver
IT. S. Coast Guard
Captain of the Port, Chicago
Chicago, Illinois
Albin Pagorski
Administrative Assistant
Sanitary District of Bloom Township
Chicago Heights, Illinois
Harry M. Pav/lowski
Administrative Engineer
Department of Water & Sewers
Ci ty of Chicago
Chicago, Illinois
Eugene Pinkstaff
Sanitary Engineer, Great Lakes Region
Federal Water Pollution Control Administration
U. S. Department of the Interior
Chicago, Illinois
Frank J. Pokorny
Pollution Control Chemist
Cities Service Oil Company
East Chicago, Indiana
Philip A. Reed
Filtration Engineer I
Water Purification Division
Chicago, Illinois
C. C. Reedy
Comprehensive Basin Planner
Great Lakes Basin Commission
Ann Arbor, Michigan
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4-1
M.D.R. Riddell
Partner
Greeley & Hansen
Chicago, Illinois
Clifford Risley, Jr.
Director, Lake Michigan Basin Office
Federal Water Pollution Control Administration
U. S. Department of the Interior
Chicago, Illinois
John J. Roberts
Associate Nuclear Engineer
Argonne National Laboratory
Argonne, Illinois
Mrs. Samuel Rome
Water Resources Chairman
League of Women Voters of Illinois
Chicago, Illinois
Betty A. Rose
Associate Editor
Water & Sewage Works (Magazine)
Chicago, Illinois
Leroy E. Scarce
Chief, Laboratory Services Branch
Lake Michigan Basin Office
Federal Water Pollution Control Administration
J. S. Department of the Interior
Chicago, Illinois
Robert Edward Scheible
Chief Sanitary Engineer
Headquarters Fifth U. S. Army
Fort Sheridan, Illinois
Harry E. Schlenz
President
Rex-Pacific Flush Tank Division
Chicago, Illinois
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•4-J
Francis H. Schenufnagel
Director., Bureau of Standards and Water Surveys
Wisconsin Department of Natural Resources
Madison, Wisconsin
C. Owsley Shephard
Transportation Editor
Chicago's American
Chicago, Illinois
Milton W. Sibley
Engineer-Chemical-Water-Sanitary
Rock Island Railroad
Michigan City, Indiana
A. G. Slingo
Sanitary Engineer
Commandant Ninth Naval District
Great Lakes, Illinois
J. A. Smedile
Resources Officer
Northeastern Illinois Planning Commission
Chicago, Illinois
Edmond Steele
Assistant Director, Comprehensive Health Planning
Purdue University-Calumet Campus
Hammond, Indiana
William D. Straczek
Director, Laboratory
Sanitary District Bloom Township
Chicago, Heights, Illinois
Fred 0. Sullivan
Hydraulic Engineer
U. S. Army Corps of Engineers, Chicago District
Chicago, Illinois
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4-K
THOSE IN ATTENDANCE (Gont^nu.e^d.) :
Walter V. Thomas
Health Physicist
U. S. Atomic Energy Commission, Chicago
Argonne, Illinois
Mrs. Donald Trump
Chairman of Water Resources
League of Women Voters of Indiana
Valparaiso, Indiana
Stan Twardy
Public Relations Coordinator
Air & Water Conservation
Standard Oil Company
Chicago, Illinois
J. Villate
Sanitary Engineer
Limnetics, Incorporated
Milwaukee, Wisconsin
Robert Vujovich
President
Water Debris Removal
Chicago, Illinois
Thomas E. Ward
U. S. Steel Corporation
Chicago, Illinois
Jesse A. Wood
Chief Chemist
Cities Service Oil Company
East Chicago, Indiana
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Opening Statement - Mr. Stein
OPENING STATEMENT
BY
MR. MURRAY STEIN
MR. STEIN: The Conference is open.
This session of the Conference in the
matter of pollution of Lake Michigan and its tributary
basin waters in the States of Wisconsin, Illinois,
Indiana, and Michigan is being held under the provisions
of Section 10 of the Federal Water Pollution Control Act,
as amended.
At the first session of this Conference,
the Conferees, in a splendid demonstration of State-
Federal-local-industrial cooperative action, came up
with a very ambitious program to stop pollution in Lake
Michigan and save the water quality of Lake Michigan.
Perhaps the ambitious program was called for by the prob-
lem that we faced and that heroic measures were needed
to save Lake Michigan.
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Opening Statement - Mr. Stein
Of course, we have the question of
controlling municipal and industrial wastes and
again let me point out some of the essential facts
as we found them. The large sources of pollution in
Lake Michigan were and remain the industrial and
municipal waste sources. However, if we are going
to save the lake, in addition to those, we have
many, many other problems. We are going to have
statements dealing with the dredging problem, agri-
cultural programs to prevent pollution, Federal
installations, wastes from watercraft, nuclear dis-
charges and thermal pollution, the pesticide prob-
lem, monitoring, etc. All these problems should
be looked at in perspective so we can understand
what we are doing. Because of the combination program
we have had to take with the lake, we are getting at
some of these newer problems that I have outlined.
These problems may take up quite a bit of time in the
discussion. But lust because they take up this time
because they are new and we are looking for ways of
solutions, we should not lose sight of the fact that the
large sources of pollution in the lake are the municipal
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Opening Statement - Mr. Stein
and industrial sources. Unless these are controlled
we are not going to save the lake and we have to see how
well we are doing on these.
The Conferees, as you know, represent the
four States of the lake and the Federal Government.
The Wisconsin Department of Natural
Resources will be represented by Mr. Lester P. Voigt and
Mr. Thomas Frangos.
The Illinois State Sanitary Water Board
will be represented by Mr. Clarence W. Klassen.
The Indiana Stream Pollution Control Boarc
is represented by Mr. Blucher A. Poole.
The Conferee for the Michigan Resources
Commission is Mr. Ralph W. Purdy. This is the first
time we have welcomed Mr. Purdy in his capacity as the
chief professional man on the Michigan Water Resources
Commission. At this time I would like to extend the
thanks of the Conferees, and I think we might say the
entire country, for the tremendous work and contribution
made during the years by the predecessor of Mr. Purdy,
Mr. Loring Oeming, who has not only been active in state
water pollution control work and regional work, but he
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Opening Statement - Mr. Stein
has been a consultant to the Federal Government in many
of the problems that we have had and has shaped, liter-
ally shaped, the national program in water pollution
control.
The Federal Conferee is Mr. H. W. Poston,
who is Director for this region of the Federal Water
Pollution Control Administration, United States Depart-
ment of the Interior with headquarters in Chicago.
And my name is Murray Stein. I am from
headquarters of the Federal Water Pollution Control
Administration in Washington and the representative of
Secretary Hickel.
We are going to make an attempt, because
of the commitments of some of the Conferees, to finish
this session of the Conference today, if possible. This
will require the cooperation from all concerned, because
as you know, we are not going to cut anybody off. So if
we are going to finish today, it will require voluntary
restraint.
There has been an agenda distributed to
the Conferees, and we will follow this agenda. Of
course,we will be open to modifications of the agenda.
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Opening Statement - Mr. Stein
Let me indicate briefly for the people in the audience
what is coming up.
First, the United States Corps of Engi-
neers, dredging program.
Next, statements of Illinois, Indiana,
Michigan, Wisconsin.
Then the three agricultural programs to
prevent pollution, a statement by the United States
Department of Agriculture.
Four, status of wastes of Federal install^
tions .
Five, research on pressing water pollution
problems.
Six, uniform regulations to control wastes
from watercraft.
Seven, nuclear discharges and thermal
pollution.
Eight, pesticide problem evaluation.
Nine, coordinated monitoring program.
Ten, municipal and industrial discharges
and detailed action planned.
Conferees review and consideration.
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R. M. Tarbox
These are subject to modification, and I
take a deep breath at this because you recognize if we
are going to conclude in one day, we have our work cut
out for us.
To start, at the first we will call on
Mr. Poston.
Mr. Poston .
MR. POSTON: Mr. Chairman, I would call
on Gen. Tarbox at this time to make a presentation to
us. Gen. Tarbox is Division Engineer of the Corps of
Engineers, headquartered here in Chicago.
STATEMENT BY BRIGADIER GENERAL
ROBERT M. TARBOX, NORTH CENTRAL DIVISION
ENGINEER, U. S. ARMY CORPS OF ENGINEERS,
CHICAGO, ILLINOIS
GEN. TARBOX: Thank you, Mr. Poston.
Chairman Stein, Gentlemen:
It is a pleasure to be with you today in
response to your invitation to report to you on what the
U. S. Army Corps of Engineers has done to develop methods
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R. M. Tarbox
of disposal of polluted dredgings so that they will not
have an adverse effect on the water quality of Lake
Michigan. As you will recall, Recommendation No. 11 of
the Report of the Enforcement Conference on February
1968 states:
"The prohibition of the dumping of
polluted material into Lake Michigan is to
be accomplished as soon as possible. The
Corps of Engineers and the States are re-
quested to report to the Conferees within six
months concerning their program, at which time
the Conferees will consider adopting a coordi-
nated approach toward the disposal of dredged
material together with a target date for get-
ting the program into operation."
I believe that those of you who were here
last year will recall that at that time I briefed you on
what we were already doing to prevent our channel and
harbor maintenance procedures from harming the Great
Lakes; I told you of our plans for disposal of dredgings
from Lake Michigan harbors during 1968; and I told you
of our program for research and experimentation. This
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R. M. Tarbox
morning, I will briefly describe the latter again and
then report on the progress that we have made during the
past year.
In 1966, we requested funds to build diked
enclosures at the 15 most polluted harbors on the Great
Lakes and for the ensuing 10 years to deposit dredgings
in these enclosures rather than in the open lake. How-
ever, we had no evidence to show that the beneficial
results would be worth the 95 million dollars it would
cost initially, plus the extra 3 million dollars in
operational costs each year. Before asking the taxpayers
to shoulder such a financial burden for such a program,
the Bureau of the Budget asked the Corps, in cooperation
with the Federal Water Pollution Control Administration
and other agencies, to conduct an investigation into the
whole dredgings disposal problem on the lakes. This
study, which we have called our Pilot Program for Deter-
mining Alternate Methods of Disposal of Polluted Dredging
has taken about two years and has cost about five and one
half million dollars to date.
The Pilot Program study has been under the
direction of our Buffalo District Engineer, Colonel
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R. M. Tarbox
Amos L. Wright. Colonel Wright is here with me this
morning. Our Detroit, Chicago, St. Paul and Lake Survey
Districts have all assisted in the study. Mr. H. W.
Poston, FWPCA Great Lakes Regional Program Director, is
well familiar with the study, since personnel from his
own office and from his area offices around the Great
Lakes have worked with us.
We also engaged an independent Board of
Consultants to help us develop our plan of study, to
apply and study new approaches to the problems involved,
and to evaluate the results. They took many field
inspection trips, conferred frequently among themselves
and with those directing the study, and significantly
influenced the direction and scope of the investigations.
You can see them in this picture. From the left--Dr.
Alfred M. Beeton, biologist and Assistant Director of the
University of Wisconsin's Center for Great Lakes Study;
Dr. Gerard A. Rholich, Professor of Sanitary Engineering
and Director of the University of Wisconsin Water Resources
Center; Dr. Gordon M. Fair, Emeritus Professor of Sani-
tary Engineering at Harvard University; Professor Sanfordj
S. Farness, of the Department of Urban Planning at Michigan
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R. M. Tarbox
State University; and Dr. C. Fred Gurnham, Chemical
Engineer, formerly with the Illinois Institute of Tech-
nology and now Vice President of Cyrus M. Rice, Con-
sulting Engineers.
And we are fortunate to have Dr. Gurnham
here with us this morning also.
Our program included extensive sampling
studies, conducted principally by FWPCA, but with sub-
stantial participation by the Engineer Districts. They
sampled dredged materials and the waters in the harbors
where dredging takes place; in the open-lake areas where
it is deposited, and in disposal areas of various kinds
on shore, along shore and off shore. They found places
where for some time dredgings have been used to fill
enclosures and took samples from these older depositions.
They analyzed the samples for physical characteristics;
chemical content; toxic or other effects on plants, animajl
life and water quality; and as to appearance and odor.
In addition, we contracted with the University of Wiscon-
sin for functional studies to determine the effect of
dredgings on the ecology of the lake disposal areas.
The Buffalo, Detroit and Chicago Engineer
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R. M. Tarbox
Districts arranged with local interests for sites where
diked enclosures might be built to receive dredgings;
studied the possible use of such filled areas, along
with the cost of their development; developed techniques
for transferring the dredgings into the enclosure; and
devised methods of placing the material in lake disposal
areas so as to reduce adverse effects on the lake water
quality.
Our Chicago Engineer District and the
Chicago Metropolitan Sanitary District jointly experi-
mented in processing material dredged from the Chicago
River through the municipal sewage treatment system.
Incidentally, this cooperative effort with MSD is typica
of the cooperation we have received from many cities
where our experiments took place, from the dredging
industry and other industries and from other Federal
agencies.
To endeavor to satisfy those who question
the value of adopting costly alternate methods of dredge
spoil disposal, we asked the Water Resources Center of
the University of Illinois to evaluate the benefits to
Great Lakes water quality that would result from various
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R. M. Tarbox
proposed disposal methods. As a part of this effort,
the engineering consultant firm of Greeley and Hansen
studied the measurable benefits to municipal and indus-
trial water treatment plants.
The Buffalo District Engineer has com-
pleted a draft of his report, and it is being reviewed
by the Board of Consultants. After we receive their
advice, it will be submitted to the Chief of Engineers
and the Federal Water Pollution Control Administrator.
After their review, it will be coordinated with the
governors of the eight Great Lakes states and with other
interested persons. Finally, when the comments we
receive have been considered and acted on, the report
will be submitted to the Director of the Budget, who
requested it, and subsequently to the Congress.
You can see that right now I cannot tell
you what actions will be taken as a result of the find-
ings of our study. However, I do want to tell you what
some of Colonel Wright's findings are in his draft
report. Incidentally, this will be the first time that
they will have been made known to the public.
Before I tell you of the findings, let me
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e
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way
s
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R. M. Tarbox
reduction
the
amount
such
sediments in
foresee
the
future.
able
that
benefits
would
derived
The
withholding
polluted
from
the
lakes
sediments
associated
intangible
and
not
real, but
they
with
dredgings
are
are
evaluation.
the
reat
susceptible
objective
Perhaps
confidence
public
est
benefit
would
increase
done.
something is
being
that
the
diked
would
Disposal in
areas
method
withholding
from
the
effective
costly
least
associated with
dredgings.
pollutants
lakes
estimated
7. The
for
costs
program
Great
the
dredgings
polluted
all
diked
disposal
investment
initial
would
require
ten
for
Lakes
years
costs
dollars. with
operating
annual
about
70 million
polluted
dollars.
million
For
about
increased
million
about
cost
Michigan, it
would
Lake
harbors
1/2 million
annually.
additional
initially
and
would
such
Justification
for
program
benefits
of intangible
consideration
subjective
depend
the
depend
would
such
desirability
The
program
benefits.
intangible
the
importance given
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d
s
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Frost
treatment
control
later
than
June
1, 1977.
The
Commissi on is
presently
directing its
attention
certain ma.i or
metropolitan
where
problems
this
areas
type
known
exist
are
No. 8
Regarding
Recommendation
the
discharge
treatable industrial
wastes
municipal
systems,
Michigan
has
had
long
standing
sewer
program
that
the
of industrial
discharge
wastes
encoura
municipal
collection
treatment
and
systems
where
such
wastes
compatible
made
compatible
are
can
pre
The
treatment.
Kalamazoo
good
example
area
this
type
wh e r e
within
recent
mills
and
program
paper
ity discharge
effluent
around t;he
waste
the
primary
oarticula
city
activated
sludge
treatment
plant.
This
effect in
upgrading
the
quali
had
dramatic
has
program
the
River.
Kalamazoo
regard
Recommendation
. 9,
With
disinfection
effluents
industrial
waste
for
continuous
that
It is
recognized
pathogenic
containing
organisms
-------
d
-------
g
-------
-------
-------
STA
-------
-------
MME
MME
-------
-------
51
d
-------
MME
-------
MME
MME
-------
-------
-------
-------
57
-------
MME
-------
59
-------
60
-------
61
Fro
and
mills
and
slaughterhouses, certain
pulp
paper
some
health
wastes
public
have
plants
food
may
processing
testing
bacteriological
illustrated
significance
health
hazard
such
public
Where
procedures.
can
exist, disinfection
the
anticipated
shown
discharge.
required
waste is
prior
RECOMMENDATION
the
dumping
prohibition
The
Michigan is
into
material
Lake
polluted
possible. The
accomplished
soon
States
and
the
Engineers
Corps
are
within
the
Conferees
report
quested
which
program, at
their
months
six
concerning
adopting
consider
will
Conferees
the
time
the
dis posal
toward
aoproach
-4* 1*
coordinated
date
with
target
together
material
dredged
into
operation.
getting
the
for
program
letter
reported
the
Chairman
31, 1968,
1955,
Acts
Act
247,
Public
October
dated
Conservatio
Department
the
former
authorized
amended.
bottom
State
materials
osition
the
ulate
-------
62
MME
-------
F. B. Frost
1968
adopted
Commission in
January
rule
Resources
toilets
from
watercraft.
control
pollution
marine
not
the
macerator
chlorinator
does
allow
and
The
rule
incinerators
the
tanks
authorize
holding
does
use
1, 1970, and
effective
DUbllC
rule
becomes
The
January
has
been
acceptance
of this
generally
encouragin
program
install
operators
beginning
Private
pump
marina
are
needed
and
treatment
facilities
where
stations
and
out
accelerated
its
Commission
has
Waterways
Michigan
the
State
harbors
facilities
provide
similar
program
that
It is
expected
Great
Lakes.
refuge
the
facilities
will
have
harbors of
refuge
leas t
six
boating
operation
the
season,
RECOMMENDAT
pesticides
committee
Technical
membe r
chaired
established
will
Pollution Control
Water
the
Federal
from each
representatives
with
mini s tration
the
evaluate
committee
shall
State. The
the
recommend
Con
and
oroblem
pesticide
-------
64
-------
MME
-------
-------
-------
-------
6Q
COS
an
rom
poin
esira
course.
-------
70
-------
-------
MUR
-------
-------
-------
75
MMI
-------
RAL
RVA
MUR
s
-------
-------
-------
-------
80
-------
81
-------
-------
Director
the
Michigan
the
ties
-------
-------
Dated
-------
-------
87
B. Frost
the
State
Michigan, including
resources
the
Great
LaKes. which
affected
are
may
waste
disposal
municipalities, industries.
private
public
corporations, individuals.
partnershi p
associations.
other
entity:
any
and
WHEREAS, the
has
Commission
adopted
water
quality
stan
dards
for interstate
waters
the
and
plan
Implementation
therefor
sets
forth
that
secon
dary
treatment will
required
minimum
all
wastewater
municipal
treatment
plants
the
adopted
meet
water
quality
standards
unless
demonstrated
that
lesser
degree
can
treatment
control
will
for
provide
water
quality
enhancement
with
commensurate
present
and
future
propos ed
uses; and
WHEREAS,
the
has
determined
Commission
that
nutrients
released
the
water
environment
are
con
tributing
factor
accelerated
rate
-------
88
.
Commission has
recommendations
estab11 shes that eigh ty
removal from contributing wastewate
shall be
ar~* r*
4 O ^
WHEREAS,
the
he
WHEREAS,
and
f e r e n c e
on Pollution of
om p1i s h e d by Do c einb e r
3
a
h
ereinafte r
oresentlv di s charges was i;ewate i
interstate waters without
a n d
oounds; and
WHEREAS,
the
to removal
01
-r
the State, contrary to
ros
the
conclusions
concurred in
State
Federal
Con
the
whl ch
Mlchjgan
Lake
phos oho^us
o e r c e n t
dlscharges
and
1 2
orporation
municioal
effluent
s
r e s o e c t
ferred to as
he
secondary treatment
wlthoat adeauate removal of phosphorus com
acknowledges that it is
charging inadequately treated waste with
ph o s ph o ru s c o:r. pouns
to waters ^
w ±
the provisions
of Act
245,
Puolic Acts cf
19^9?
3 amended:
an d
WHEREAS, the
acknowledges the need for
meeting established water quality standards witn
-------
-------
90
-------
91
-------
92
obtain
approval
fails
event
the
the
, 1969,
study
and
the
basis
June
engineering
Agreement
Section
this
required
design
and
Public Health
Department
from
the
Michigan
Stipulation
this
Commission
Water Resources
Michigan
-------
93
-------
TER
-------
MICHIGAN'S
MUNICIPAL WASTEWATER
DISCHARGE INVENTORY
LAKE MICHIGAN BASIN
95-96
APPENDIX F
Receiving
Haters
Treatment
Provided
Population
1964 est.
Discharge Characteristics
Suspended
5-day BOD Solids
Effluent Effluent
Status and Abatement Action
Affect
Lake
HUMgerv
Water
Quality
IMPROVEMENT NEEDS
Hew or
Nutrient Improved
Reduction Treatment
PR05MH FOR REMEDIAL FACILITIES
Staff objectives subject to jowmssjon review
pproved Start ConstructionComplfte
1. NENOHINEE (MICH.)
Alpha
Armstrong
Creek
Primary
ST
300
no
Caspian
Iron
River
Primary
IT
1,490
no
Crystal
Falls
Paint
River
None
2,200
Health Department agreement
no
11-1-67
5-1-68
under construction
S-l-69
Gaastra
Iron
River
Primary
ST
600
no
Iron
Mountain-
Klnqsford
Menomlnee
River
Primary
14,400
192
Show cause
Commission
by January
conference before
to be scheduled
1, 1969.
yes
9-1-70
6-1-71
12-1-7/
Iron River Iron River Primary
3.300
97
76
Statutory proceedings to be
initiated by January 1, 1969
yes
X
9-1-70
6-1-71
1 ?.-!-?/
Menomlnee Menomlnee Primary
River
11,400
61
50
Stipulation to be developed
by January 1, 1969
yes
9-1-70
6-1-71
12-1-7?
Mineral
Hills
Iron River Primary
ST
300
no
Norway
Menomlnee None
River
3,?00
Statutory proceedings to be
initiated by January 1, 1969
yes
3-1-71
12-1-71
South
Republ1c
Mlchiqamrne Primary
River ST
400
no
Stambauah
Iron River Secondary
AS
1.900
41
38
no
Stephenson LUtle
Cedar
River
Secondary
TF
820
37
Vulcan
Menomlnee
River
Primary
ST
,450
no
2.
RIG CEDAR
Plnecrest
Medicare
Facility
Rig Cedar
River
Secondary
TF
Treatment considered adequate. no
3. FORD
No Large Population Centers in Basin
4 ESCANABA
Palmer
Warner
Creek
Primary
ST
850
no
5. DAYS
(il ads tone
lake
Michigan
Primary
5.400
158
no
Conference before Commission yes
to be scheduled by January 1,
9-1-70
6-1-71
-------
97
Community
Receiving
Waters
Treatment
Provided
Population
(1964 est,}
Discharge Characteristics
•—•^-"•-^™
uspe
5-day BOO Solids
Effluent Effluent
mg/1 mg/1 Status
and Abatement Action
Affect
Lake
Michigan
Water
Quality
IMPROVEMENT NEEDS
Mew or
Nutrient Improved
Reduction Treatment
PROGRAM fOR REMEDIAL FACILITIES
Staff objectives subject to CowBissfon r
ans ApprovedStart ConstructionCompete
6 RAPID
Mflsonville Rapid
Township River
None
600
7 WHITEFISH
8. STURGEON
no
No Large Population Centers In Basin
Saqola
West
Branch
Sturgeon
Primary
ST
100
9 MANIST1QUE
Mamstique Manistique Primary
River
4.500
10 PINE
^^^^•^•^^^•"^^•"^^^^^^^^^^^^^^^^^
Boyne City Lake Primary
Charlevoix
2,800
22
17
Statutory proceedings to be
Initiated by January 1, 1969.
no
yes
49
39
Statutory proceedings to be
Initiated by January 1, 1969.
yes
Be 11
-------
98
Receiving
Corrmufntv Haters
Treatment
Provided
Population
(1964 est.)
Discharge Characteristics
Suspended
5-day BOD Solids
Effluent Effluent
mg/1 mg/1 Status
and Abatement Action
Affect
Lake
Michigan
Mater
Qua T1 ty
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
IS, BIG SABLE
No Large Population Centers in Basin
PROGRAM FOR REMEDIAL fACILITIES
Staff objectives subject to Commission review
pproved Start ConstructionComplete
16. LINCOLN
No Large Population Centers in Basin
17. PERE MARQUETTE
Custer
Black
Creek
None
365
raw sewage
no
Lud1"gton
Pere Primary
Marquette
River
9,000
39
63
Stipulation to be developed
by January 1, 1969
yes
3-1-71
12-1-71
2:-1.72
Scottvllle Pere Secondary
Marquette L
River
1,245
Treatment considered adequate. no
18. PENTWATER
Hart
Pentwater Secondary
River
1,990
Treatment considered adequate. no
Pentwater Pentwater Second* ry
River L
19. WHITE
•Wf^^K^H
white
Cloud
White
River
Primary
IT
Whitehall
White
River
Primary
20. MUSKEGOH
Plq Rapids Muskegon Primary
River
Cadillac
Clam River Secondary
AS
Cvart
Muskeqon Primary
Rlvpr
1,030
111
2,
10,100
10,300
1,775
97
110
98
30
38
Treatment considered adequate no
no
Stipulation to be developed
by January 1. 1969
yes
Statutory proceedings to be
Initiated by January 1. 1969.
yes
5?
48
Stipulation to be developed
by January 1, 1969.
yes
no
9-1-70
3-1-71
3-1-71
6-1-71
17-1-7?
12-1-71
7-1-72
12-1-71
Fremont
Darling
Creek
Secondary
TF
3,400
15
Stipulation to be developed
by January 1, 1969.
yes
3-1-71
12-1-71
12-1-72
Howard
ntv
Tamarack
Creek
None
Marlon
Middle
Branch
River
None
Ill
900
raw sewage
no
-------
99
CoTTimjnity
Receiving
Waters
Muskeqon
Muskeqon
River
Muskeqon
HfeiqtitS
Newayqo
Muskeqon
River
Muskegon
River
Treatment
Provided
^^^^^^•^^V^^^^^B
Primary
Population
1 64 est.
43,
Secondary
AS
Primary
19,900
1,450
Discharge Characteristics
Suspended
5-day BOO Solids
Effluent Effluent
1
93
23
105
51
21
62
Status and Abatement Action
• '•' • • '•'•'* " • ••< • -^—^^^^•-^•a i hh • • •!•
Stipulation to be developed
by January 1, 1969.
Stipulation to be developed
by January 1, 1969.
Affect
Lake
Michigan
Water
*m
P—-l^-iM
yes
yes
no
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatnent
PROGRAM FOR REMEDIAL FACILITIES
Staff objectives subject to Co«»1ss1ofl review
am Anoroved Start Construction CoSSTete
3-1-71
3-1-71
12-1-71
12-1-71
12-1-7?
12-1-7?
North
Muskeaon
Muskegon
River
Primary
4,000
163
127
Stipulation to be developed
by January 1, 1969
yes
3-1-71
12-1-71
12-1-72
Reed CUv
Muskeqon
River
Primary
2,180
272
174
Stipulation to be developed
by January 1, 1969.
yes
3-1-71
12-1-7V
12-1-72
GRAND
Ada
Township
(Ada)
Alpine
Township
Ashley
Thorn-
apple
River
Secondary
L
York and None
Hill Creeks
Ashley
Drain
None
BOO
5,000
410
Treatment considered adequate no
To connect with Grand Rapids
system through Kent County
Department of Public Works.
Construction underway.
Declared 1n default of
Commission Order and referred
to Attorney General 1n July,
1963.
yes
no
6-1-68
7-1-69
6-1-69
Flat
River
Byron firand
Township, River
Kent County
Thorn
apple
River
Carson
City
Fish
Creek
Secondary
L
5,000
Secondary
L
Primary
ST
None
Casnovia Ball Creek None
740
K200
371
Treatment considered adequate. no
Treatment considered adequate. no
raw sewage
Final Order adopted
September 19t 1968.
no
no
no
C eda r
Cedar
Creek
Conpprs-
ville
Creek
Secondary
L
Secondary
TF
1,770
1,580
73
72
Treatment considered adequate. no
plant overloaded
no
Delhi
Township
Grand
River
Primary
5,000
127
87
Statutory proceedings to be
Initiated by January 1, 1969.
yts
3-1-71
12-1-71
12-1-72
-------
100
Comunl ty
Receiving
Miters
Treatment
Provided
Population
(1964 est.)
Discharge Characteristics
us pen
5-day BOD SolIds
Effluent Effluent
1 Status
Delta
Township
DeUUt
Grand
River
Secondary
AS
Looking-
glass
River
Primary
7,600
1,240
21
190
12
136
and Abatement Action
Stipulation to be developed
by January 1 , 1969
Affec t
Lake
Michigan
Water
uallt
§™^a^^^™
y«
no
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
PROGRAM FOR REMEDIAL FACILITIES
Staff objectives subject to Cpimnsslon review
Flans ApprovedStart ConstructionComplete
3-1-71
12-1-71
12-1-72
OeWItt
Townsh1p
LookliKj-
glass
River
Dlmndale Grand
River
Edmore
Stoney
Creek
East
Lansing
Red Cedar
River
Eaton
Rapids
Grand
River
Fowler
Peet
Creek
Fowler-
vllle
Red
Cedar
River
None
None
Seco nda ry
L
Galnes Buck
Township Creek
(Cutlervllle)
Galnes
Township
(Outton)
Plaster
Creek
Secondary
AS
Primary
Secondary
TF
7,600
900
1,240
37,800
4,300
850
Secondary
L
None
None
1,670
29
234
59
87
Circuit Court Order
June 27, 1968
Enforcement procedures
Initiated July 25, 1968
Statutory proceedings to be
Initiated by January 1, 1969
145
Statutory proceedings to be
Initiated by January 1. 1969
37
yes
Treatment considered adequate. no
yes
yes
Treatment considered adequate no
Treatment considered adequate no
Kent County Department of Public yes
Works project connecting wastes
to Wyoming system
no
9-1-68
3-1-71
3-1-71
3-1-69
12-1-71
12-1-71
3-1-70
12-1-72
12-1-72
construction
Grand
Haven
Grand
Ledae
Grand
River
Grand
River
Primary
Primary
11,700
5,500
71
111
56
Stipulation to be developed
by January 1 , 1969
yes
86
Statutory proceedings to be
Initiated by January 1, 1969,
yes
3-1-71
3-1-71
12-1-71
12-1-71
12-1-72
12-1-72
Grand
Rapids
Grand-
ville
Grant
Green-
ville
Hastings
Grand
River
fir and
River
Secondary
AS
220,300
Secondary
AS
8,500
Crockery
Creek
Secondary
TF
730
Flat
River
Primary
7,200
Thorn
apple
River
Primary
7tOOO
13
13
20
118
165
21
41
74
Stipulation to be developed
by January 1 , 1969.
yes
Stipulation to be developed
by January I, 1969,
yes
X
Treatment considered adequate. no
Stipulation to be developed
by January 1 t 1969.
es
115
Stipulation to be developed
by January 1, 1969.
yes
3-1-71
3-1-71
3-1-71
3-1*71
3-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-72
12-1-72
12-1-72
12-1-72
-------
101
ContnunHy
Receiving
Waters
Treatment
Provided
Population
(1964 est.
D1 scharge Characteristics
Suspended
5-day BOD Sol Ids
Effluent Effluent
Afftct
Lake
Michigan
Water
alU
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
Hudson-
vllle
Ionia
Jackson
Kent
County
Airport
and Abatement Action
PROGRAM FOR REMEDIAL FACILITIES
Staff objectives subject to Co^lsijon review
provedStart ConstructionComoTete
Butter-
milk
Creek
None
2,600
Agreement to connect to
Grandvllle dated February
20, 1968
yes
Grand
River
Primary
6,750
Stipulation to be developed
by January 1, 1969*
yes
Grand
River
Secondary
AS
48,500
8
16
Tertiary treatment program
underway
Plaster
Creek
Secondary
L
5,000
Treatment considered adequate no
3-1-71
12-1-71
12-1-72
Kent
City
Ball Secondary 620
Creek SF
Treatment considered adequate.
no
Lalngs-
burg
Looking
glass
River
None
1,000
final Order Adopted April 25,
1965
Lake
Odessa
Little
Thorn-
apple
River
Secondary
TF
1.810
65
63
Final Order adopted August 29,
1967 Corrective program
underway.
no
Lakeview Tamarack Secondary
Creek L
1J30
Treatment considered adequate. no
Lansing
Leom
Township,
Jackson
County
iGrand
River
Secondary 122,000
AS
Grand
River
None
5,000
27
Stipulation to be developed
by January 1t 1969.
yes
To connect to Jackson system
yes
Thorn-
apple
River
Primary
1t525
76
no
3-1-71
12-1-71
12-1-72
12-1-72
Leslie
Lowell
Lyons
Mason
Michigan
Reformatory
(Ionia)
'Middle-
ville
Hun toon
Creek
Grand
River
Grand
River
Grand
River
brand
River
Grand
River
Primary 1,810 78 87 no
Primary 2,600 73 32 Statutory proceedings to be yes X 3*1-71 12-1-71 12-1-72
ST Initiated by January 1, T969
None 700 no
— - •! ' ' - "" ' • . •• .•
Secondary 5,000 3 8 Stipulation to be developed yes X 3*1-71 12-1-71 12-1-72
AS by January 1, 1969.
Primary 2,500 155 78 yes X 3-1-71 12-1-71 12*1*72
Primary 1 ,200 m>
IT
-------
102
Commu IT >1
Receiving
Ma ters
Ottawa Grand
County River
(Grand Valley
State College)
Treatment
Provided
Population
(1964 est.)
Discharge Characteristics
pe
5-day BOO Solids
Effluent Effluent
Secondary
L
Ovid
Maple
River
Hone
1,500
mo/1
Status and Abatement Action
Affect
Lake
Michigan
Water
Quality
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
PROGRAM
Staff ob
ns
Treatment considered adequate no
Final Order adopted July 28,
1967
no
FOR REMEDIAL FACILITIES
ives subject to Commission review
rt ConstuctionComplete
Paris
Township
(now City
of Kentwood)
Plaster
Creek
Parma
McKay
Brook and
Sandstone
Creek
None
None
19,000
800
City of Grand Rapids and Kent yes
County Department of Put/He Works
constructing collection system
Wastes to Grand Rapids plant.
Final Order adopted April 27,
1967 Enforcement proceedings
in progress
no
X
under construction
Perry
Looking
glass
River
None
1,400
no
Pewamo
Stony
Creek
None 400
no
Pine Rest Buck
Hospital Creek
(Cutlerville)
Secondary
AS
500
Treatment considered adequate no
Plainfield Grand
Township, River
Kent Couhty York & Mill
Creeks and
Lamberton
Lake
None
To connect with Grand Rapids
system through Kent County
Department of Public Works,
under construction.
yes
under construction
7-1-69
Portland
Rockford
Grand
River
Rogue
River
Primary
Primary
3,500
2,075
147
71
145
59
Statutory proceedings to be
Initiated by January 1, 1969
To connect with Grand Rapids
system through Kent County
Department of Public Works,
under construction.
yes
yes
X
under construction
12-1-7?
7-1-69
Sand Lake
Saranac
Black
Creek
Secondary
L
St Johns Hayworth Secondary
Creek TF
Lake Creek Secondary
L
Sparta
Nash Creek
Secondary
TF
Sprlnq
lakr
Grand
River
Primary
IT
395
5,900
1,100
3,000
2,060
13
34
114
30
47
Treatment considered adequate, no
Statutory proceedings to be
Initiated by January 1B 1969.
yes
Lagoon completed October 1,
1968.
no
Stipulation to be developed
by January 1, 1969.
yes
84
Stipulation to be developed
by January 1, 1969.
yts
September, 1967
12-1-72
10-1-68
12-1-72
12-1-72
-------
103
Corrmunlty
Receiving
Maters
Treatment
Provided
Population
(1964 est.)
Discharge Characteristics
Suspended
5-day BOD Solids
Effluent Effluent
mq/j
Status and Abatement Action
Affect
Lake
Michigan
Water
Quailt
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
PROGRAM FOR REMEDIAL FACILITIES
Staff objectives Subject to Conrolssion review
onstructionCorneletc
Sfanton
Fish
Creek
Secondary
L
1,200
Treatment considered adequate no
State
Prison of
Southern
Michigan
(Jackson)
Grand
River
Secondary
TF
6,500
31
47
yes
Vermont-
ville
Thorn
apple
River
None
800
Final Order adopted
September 27, 1967,
no
Walker
Tallman
Creek
None
8,270
Kent County Department of
Public Works constructing
system to transport wastes
City of Grand Rapids.
yes
to
Webber
ville
Red None
Cedar River
700
Final Order adopted January
17, 1968.
no
Williams
ton
Grand
River
Primary
2,215
145
90
Statutory proceedings to be
initiated by January 1, 1969
yes
Woodland
McArthur
Drain and
Woodland
Drain
Primary
IT
375
19
Final Order'adopted January
28, 1959.
no
Wyoming
Grand
River
Secondary
TF
52,000
19
33
Stipulation to be developed
by January 1, 1969.
yes
22. BLACK (HOLLAND)
Holland
Lake
Macatawa
Primary
24,800
82
63
Stipulation to be developed
by January 1, 1969
yes
Jamestown Black
Township River
None
500
no
Zeeland
Black
River
Secondary
AS
3.900
23
Statutory proceedings to be
initiated by January 1, 1969
yes
Zeeland Black
Township, River
Ottawa founty
None
KAI AMA/OO
Altnon
Kdlamazbo
River
Primary
12,800
77
67
Stipulation to be developed
by January 1, 1969.
yes
Al
Ka lama zoo Primary
River IT
5,000
149
107
Stipulation to be developed
by January 1, 1969.
yes
Battle
Ka1amazoo Secondary
TF
40,700
98
58
Stipulation to be developed
by January 1, 1969.
y«
Rellevue
Rattle
Creek
River
None
1,300
Final Order adopted
December 15, 1966*
no
3-1-71
3-1-71
3-1-71
3-1-71
3-1-71
3-1-71
3-1-71
under construction
12-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-72
12-1-72
12-1-72
17-1-72
12-1-72
12-1-72
12-1-72
-------
104
Charlotte
Receiving
Maters
Battle
Creek
River
Discharge Characteristics
Treatment Population
Provided (1964 est.
Secondary
TF
8.100
5-day
Eff1uent
1
I
43
Solids
Ef f 1uent
1
I
116
Status and Abatement Action
^^r-hW——I—*M—*V-*V^—l-V*h-H^«*^HH-b-^B|—rtMh^h-H—H-^fc^^^^^^^^^H
Stipulation to be developed
by January 1, 1969.
Afftci
Lake
Michigan
Uater
lit
^^••^M
yes
IMPROVEMENT NEEDS
New or PROGRAM
Nutrient Improved Staff objectives sub
Reduction Treatment
3-1-71
FOR REMEDIAL FACILITIES
ect to Comrisslon review
ete
onstruc
12-1-71
12-1-72
Concord
Ka lamazoo None
River
1,
III
no
Douglas
Kalamazoo
River
Septic tanks
tile fields
600
no
Fennvllle Mann
Creek
Secondary
L
705
Treatment considered adequate. no
(ialesburg
Hopkins
Kalamazoo
River
Rabbit
River
None
None
1,410
550
Final Order adopted
September 21, 1966.
no
Final Order adopted May 28,
1968.
no
Kalamazoo
Marshall
011 vet
Kalamazoo
River
Kalamazoo
River
Secondary
AS
Primary
84,200
6,700
18.5
62
82
Stipulation to be developed
by January 1, 1969.
yes
43
Stipulation to be developed
by January 1. 1969.
yes
Indian
Creek
Secondary
L
1,165
Treatment considered adequate. no
3-1-71
3-1-71
12-1-71
12-1-72
12-1-71
12-1-72
Otseqo
Kalamazoo
River
Secondary
TF
4,300
183
65
Stipulation to be developed
by January 1, 1969.
Parchment
Kalamazoo
River
Secondary
TF
1,565
27
27
yes
Treatment considered adequate. no
3-1-71
12-1-71
12-1-72
Plalnwell Kalamazoo Secondary
River TF
Portage
(part)
Saugatuck
Kalamazoo
River
Secondary
AS
3,400
1,400
53
25
74
Stipulation to be developed
by January 1, 1969.
16
Treatment considered adequate. no
Kalamazoo
River
Primary
925
177
122
Final Order adopted July 26,
1950.
no
3-1-71
12-1-71
12-1-72
Sortno
Arbor
Kalamazoo
River
Secondary
L
700
Treatment considered adequate. no
Sprlnq-
Hpld
Kalaiuzoo
River
Sprlnq-
port
Rice
Creek
Secondary
TF
None
4,600
690
Connected to Battle Cre«k
system.
yes
Final Order adopted May 28,
1968.
no
24. BLACK (SOUTH HAVEN
Banqor
Black Secondary
River and L
Maple Creek
Bloom-
Ingdale
Black
River
None
460
Treatment considered adeguate. no
Final Order adopted May 28,
1968.
no
-------
Community
South
Haven
Receiving
Waters
Black
River
25 PAW PAW
Treatment
Provided
Population
(1964 est.)
Discharge Characteristics
Suspended
5-day BOD Solids
Effluent Effluent
mq/1 Status
and Abatement Action
Secondary
AS
6,400
13
Stipulation to be developed
by January 1, 1969.
105
Affect
Lake
Michigan
Water
al1t
•—^•"1
yes
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
PROGRAM FOR REMEDIAL FACILITIES
Staff objectives
ect to CowaUslon review
cms true
ete
12-1-72
Benton
Township
(part)
Coloma
Paw Paw
River
Secondary
AS
Primary
26,000
1,470
141
91
Treatment provided by City
of Benton Harbor.
yes
no
Hartford
Paw Paw
River
Primary
2,305
97
190
yes
3-1-71
12-1-72
Lawrence
Paw Paw
River
Primary
770
no
Lawton
Paw Paw
River
Secondary
L
1.400
Treatment considered adequate no
Paw Paw
Paw Paw
River
Watervllet Paw Paw
River
Primary
3,100
Primary
1,820
26. ST. JOSEPH (MICH )
Andrews St. Joseph Secondary
University, River TF
Berrien Springs
2,100
236
Benton St Joseph Secondary
Harbor and River AS
St Joseph
35,600
Bern en
Springs
St, Joseph Primary
River
1,950
Branch County
Medical Facilities
Primary
Rronson
Sway
Creek
Secondary
TF
2,270
Ruchanan St Joseph Primary
River
5,800
is Ground
Waters
Secondary
L A SI
2,030
Centre
ville
Prairie
River
None
975
Coldwater
loldwater
River
Secondary
TF
9,700
Coldwater Mudri Creek
State Homp
and Training School
Secondary
AS
13
76
30
62
13
118
Statutory proceedings to be
initiated by January 1, 1969.
yes
no
22
83
55
53
27
14
Secondary treatment completed
1968.
yes
Stipulation to be developed
by January 1, 1969,
yes
Stipulation to be developed
by January 1t 1969,
yes
no
Stipulation to be developed
by January 1, 1969
yes
Stipulation to be developed
by January 1, 1969.
yes
no
Final Order adopted May 28,
1968.
no
Statutory proceedings to be
initiated by January 1, 1969
yes
yes
3-1-71
3-1-71
3-1-71
3-1*71
3-1-71
3-1-71
3-1-71
3-1-71
12-1-71
12*1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-71
12-1-72
12-1-72
12-1-72
12*1-72
12-1-72
12-1-72
12-1-72
-------
106
Comurrit
Receiving
Miters
Treatment
Provided
Constantly St. Joseph Primary
River
Population
1964 est.
P»^B^™^^^^^
1.710
Ojscha rge (Mrac ter 1 s t1 cs
"™Suspended
5-day BOO Solids
Effluent Effluent
195
121
Status and Abatement Action
^_^!^^•••••••^••••••••••••»^B.fc^B.
Conference before Commission
to be scheduled fay January
1969.
Affect
Lake
Michigan
Water
lit
\
yes
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction Treatment
PROGRAM FOR REMEDIAL FACILITIES
Commission revl
ew
3-1-71
12-1-71
12-1-72
OowagUc Dowaglac Primary
Creek
7,600
100
63
Stipulation to be developed
by January 1, 1969
yes
3-1-71
12-1-71
12-1-72
Eau Claire Fanners
Creek
None
565
no
Glen Oaks Prairie
Community River
College, Centrevllle
None
Hlllsdale St. Joseph Secondary
River TF
II I
30
43
Order of Determination adopted
April 28, 1966. New Order
April 24, 1968.
Stipulation to be developed
by January 1, 1969.
no
yes
3-1-71
12-1-71
12-1-72
Jonesvllle St. Joseph None
River
LHch-
fleld
St. Joseph None
River
1,900
1.
Final Order adopted January
17, 1968.
Final Order adopted January
, 1968.
no
no
N1les
St. Joseph Primary
River
47
69
Stipulation to be developed
by January 1, 1969.
ves
12-1-7?
Oulncv
Reading
Marble
Lake
t
Unnamed
Drains
Primary
None
1.600
1,130
77
76
no
Enforcement procedures
Initiated September 20. 1968.
no
Stevens
vllle
Hickory
Creek
None
700
Final Order adopted May 26,
196/.
no
Sturqls
WMte
PIgeon
River
Secondary
TF
9,500
39
62
Stipulation to be developed
by January 1, 1969.
yes
12-1-72
Three
Rivers
St. Joseph Primary
River
7,400
59
60
Conference before Commission
to be scheduled by January 1,
1969.
yes
12-1-7?
Union
City
St. Joseph
River
Secondary
L
VUksburg
Portage
Creek
Secondary
TF
1,670
2,220
75
MISCFLLANEOUS DM I HAG E AREAS
Brldqman
Tanner
Ci-eek
Secondary
L
1,450
Chlkwlnq G«l1en
Township P1ver
(Sawyer, Lakeside,
Union P1er)
None
2,132
Treatment considered adeguate. no
Statutory proceedings to be
Initiated by January 1, 1969.
yes
Treatment considered adequate. no
Final Order adopted March 26,
1968.
yes
12-1-72
12-1-68
10-1-69
10-1-70
-------
107
CornnunUv
Receiving
Waters
Escanaba
Portage
Creek
Gallen
River
Treatment
Provided
Population
1964 est.
Discharge Characteristics
uspe
5-day T08 Solids
Effluent Effluent
Secondary
AS & TF
None
750
Status and Abatement Action
^^^^•^^^••WH-^^^M^-I-VV^H^^
Stipulation to be developed
by January 1, 1969,
Affect
Lake
Michigan
Water
lit
IMPROVEMENT NEEDS
New or
Nutrient Improved
Reduction
PftOGMW FOR REMEDIAL FACILITIES
Treatment Stiff objectives subject to Collision
ns Stirt Construction Coulete
3-1-71
no
12-1-71
12-1-72
Harbor
Polnte
Harbor
Springs
Lake
Michigan
Lake
Michigan
Lake Painter*
Township
Drain
Primary
5T
Primary
FS
None
800
1,430
2,020
Stipulation to be developed
by January 1t 1969
Stipulation to be developed
by January 1t 1969.
Corrected by upgrading
Individual systems.
yes
no
9-1-70
9-1-70
6-1-71
12-1-7?
12-1-72
10-30-67
(Completed)
New
Buffalo
balien
Rfver
New Gallen
Buffalo River
Township
(Union P1er ar«)
Secondary
AS
None
2J30
92
231
Statutory proceedings to be
Initiated by January 1, 1969.
yes
Final Order adopted March 26, y«
1968.
12-1-68
10-1*69
10-1-70
Onekama
Portage
Lake
None
470
raw sewage
no
Petoskey Lake Primary
Michigan CP
6,400
174
77
Stipulation to be developed
by January 1. 1969.
yes
12-1-72
Suttons
Bay
Three
Oaks
Lake Secondary
Michigan L
Deer and
Spring
Creeks
None
Wequeton- Lake Primary
s-fnq Michigan IT
420
1,800
1,000
Treatment considered adequate. no
Final Order adopted February
23, 1967
Conference before Commission yes
to be scheduled by January 1,
1969.
12-1-72
Abbreviations
FS Fine Screen
CP Chemical Precipitation
ST Septic Tank
IT Imhoff Tank
AS Activated Sludge
TF Trickling Filter
L ,, Lagoons
SF Sand Filter
SI Spray Irrigation
-------
108-109
APPENDIX G
DIRECT INDUSTRIAL DISCHARGES
TO LAKE MICHIGAN
Name
1. Bay Street Steam
Plant
2. Cherry Growers,
Inc.
3. Consumers Power
Company
4- Consumers Power
Company
Product
Electricity
Canning
products
Electricity
Electricity
Location
Traverse City
Suttons Bay
Port Sheldon
Biq Rock Point
Treatment
Screening
Temperature
control
Discharqe Characteristics
after Treatment
Flow
MGO
26.0
0.8
175
72.0
-day
BOD
Suspended
Solids
Ibs/day
No Data Available
No Data Available
Pollution
Status
A
Date of
Order of
A
A
A
n
Juno 1 , 196F,
November 1,
1960
Status ana
Phatemen Acton-
Control
Control
Control adequate
Annual renorts
submitted on
radioactive
content of
effluent
Affects
Water
o
No
5. Dow Chemical
Company
6. E. I. duPont
de Nemours and
Company
* Frigid Foods,
Inc.
8. Inland Lime and
Stone Company,
Division Indiana
Steel Company
9. Leelanau Fruit
Company
10. Medusa Portland
Cement
11, Morgan McCool
12, Northport
Cherry Factory
13, Packaqinq
Corporation of
America
14. Perm-Dixie
Cement
Corporation
15 t). P. Power
Company
Chemicals
Synthetic
rubber,
freon
acetylene
Canned
cherries
Limestone
and wash
aggreqate
Processed
cherries
Cement
Food
products
Canned
cherries
Paper-
board
Cement
Electricity
Ludinqton
Montague
Suttons Bay
Gulliver
Suttons Bay
Charlevoix
Traverse City
Northport
Filer City
Petoskey
Escanaba
Septic tank,
coagulation,
sedimentation
disc. 1500
off shore
ScreervJ nq,
city sewer
Septic tank
and settlina
basins
Vibratinq
screens and
chlorination
Package
treatment
plant
Screening
Vibrating
screens
Sedimentation
Septic >tank
settling
ponds
1.0
000
17.3
4.328
- - No Data Available - -
0.168
40,6
(8 hours)
- - No Data Available - -
- - No Data Available - -
547 1,866
109
* - No Data Available - -
10.0 20,000
13,500
- - No Data Available - -
------ No Data Available ------
A
A
A
A
B
E
A
B
A
A
Brine wastes to
LaVe MicMoan.
Control adequate
June 25, 1964 Control adequate
December 20,
1963
Control adequate
Control adequate
June 25, 1963
Aon 1 28, 1966 Control
Plans to relocate
to off-water
location or to
connect to
municipal system
by 1970,
Control adequate
No
No
No
September 24,
1959
Plans for
treatment
developed
secondary
being
Yes
Control adeouate
No
Cnolinq waters
onlv. Control
adeouate
No
-------
110
INDUSTRIAL SURFACE WATER DISCHARGES
IN
THE LAKE MICHIGAN BASIN
I
Company Name
JIWR PENINSULA
l Menormnee River Basin
Product
Location
Receiving
Stream
Treatment
Provided
Mow
Characteristics
aftf,r Treatment
b-dav GO"
] bS /day
Sol
Pollution
Status
Pattna
OaU of
Order of
Determination
0-Jd 11 ty
American Can Company,
Menominee Hill
Wax
paper
Menomlnee
nee
River
and
vacuum
1 226 K66B
5.4R9
Additional control facilities
being Installed
Daqqett Cheese Company
Hanna Mininq Company
(Hompr-Wauseca)
Cheese
Daogett
Mining Iron River
Iron ore
Little Cedar
River
Iron Plver
whey hauled,
floor wash
to swamn
tank ,
fnr »
3 4f
3.920
Control adequate.
Control adequate
No
lanna Mining Company
Ooveland Mine)
Inland Steel Company
iron ore
Mininq
Iron ore
Randville
Iron River
Pine Creek
Iron River
Lanoons
tan^
1 I
WO
252
tl \ 26
19SR
Control adequate
Control adequate
rio
Cheese Company
Paper Company
White House hi Ik Company
Cheese
Gr wood
and pulp
Butter
and
powdered
milk
Menominee
Stephenson
LittJe Cedar
River
Menominee
River
Little Cedar
River
haul whey
Side hill
U
Con*, waste
secondarv
treati«ent.
tricklinn
filter
o.
0 075
0 0306
46
January 28,
1959
Control
Control adequate
Control adequate
I JO
'in
" Cgdar Ewer Bj*sin
- - - No major Industries located In the basin - - - -
3 Ford River Basin
---------- No major Industries located 1n the basin
Escanaba River Basin
Mead Corporation,
Escanaba Division
Coated
paper
Escanaba
Escanaba
River
Secondary,
tricklino
filter,
Pederson
4.3
8,850 30,600
Aerated lagoon for process
wastes under construction
Yes
Days River Basin
L? Rdjnd
------- - No major Industries located In the bas*n -
llasm
Muhujan Milk Producers
Association, Rapid
Rivrr Divis ion
HUk
Products
Rapid River
Rapid River
Septic tank,
haul whey
October 24.
19SO
Control adequate
Wintpfish River Basin
-------- Ho major industries located In the basin
tto
S Sturnpon_Rwer_ Basin
- ......No major Industries located In the basin - -
-------
Company Name
9 Manistique River Basin
Product
Location
Receiving
Stream
Treatment
Provided
Plow
MGD
5-day BOO
Ibs/dav
Suspended
Solids
Ibs/div
Pollution
Status
Rttlno
Date of
Order of
Determination
Ill
(.a
Wat*
ual
Manistique Pulp and Paper
Company
LOWER PENINSULA
10 Pine River Basin
East Jordan Canning
Company
Howes Leather Company,
Inc.
Northern Michigan
Electric Co-op
Paper
Vegetable
and fruit
Tannery
Power
Manistique
fast Jordan
Boyne City
Advance
Manistique
River
Lake
Charievnix
Lake
Charlevoix
City sewer,
save-all, ponds
Jordan River f•tv
Prinary
settlinq
Sett!inq
lagoon for
fly
2 028 2,729 16,572
f) 500 1 ,800
3,000
B
B
E
Kirch 26,
1964
1965
29,
Sttondary treatment
June 1, 1972
Control adequate
fin
EU River Sasin
Columbia Fruit Division,
Michigan Fruit Canners, Inc
Vegetable El Kwortn
canning
Intermediate
Lake
i rnoation ,
vibrating
screens
0 569 1,713
3,037
Elk Rapids Packing Company
Faas Foods. Inc
Lamina Tool and Die
Corporation
Michigan fruit Canners
Cherry
canning
Plating
Canned
fruit
file Rapids
Vegetable Central Lake
canning
Bellaire
Ellsworth
EU Lake
Intermediate
Lake
Intermediate
Lake and
Cedar fiiver
El hworth
Lake
Screening
cnlonnatior
Potary Screen
Qatch treatment
of cyanide
0 500
3
flOO
ISO
3,537
B
Ceased operations
adequate
Control adequate
•o
12 Boardman River Basin
Chef Pierre, Inc
Pies
City Boardman Lake Sentic tank,
Control edtquate
Parsons Corporation
Tube Traverse City Mitchell Creek
fabrication
August Z9, 1963
Control adequate
No
Traverse City Canning
Company
t Betsie River Basin
Canned
fruit
Traverse City Roardman River Screening
0
1,866
109
E
To connect tc mgn
by December i,
Packing Company
Pet, Inc
Pet Milk Company, Pet-Ritz
Foods Division
Canned
fruit
Frozen
cherries
Pies,
apple and
cherry
Elberta
Frankfort
Frankfort
Betsie Lake
Betsie Lake
Betsie Lake
Screening
Screeninq
Screening
0
0 600
760
930
ISO
235
B
B
B
14, Manistee River Gasiri
Hardy Salt Company
Michigan Chemical
Corporation
Morton Salt and Chemical
Company
Salt
Bromine
chemical
Mams tee
East Lake
Salt, Mdnistee
magnesium,
bromine
Manistee Lake
Settling
agf>on
Hams tee Lake Condensor
Manistee Lake Eductors
8 0
0 ?20 Neo-
17
Neq- 19,000
1iqvble
B
B
April 30,
1959
Control adequate
nq Corporation of
America, American Box
Board Division
15
Paper
board
Filer City
Manistee Lake Settling
lagoons
5 00
2,000
5,000
Sept«mber 24,
T9S9
Plans underway for secondary
treatment with effluent to
Lake Michigan
- - - - No major Industries located in the basin -
6 Lincoln Rwer Basin
No major industries located in the basin ----- ___,_
-------
^ Company Name
LOWER PENINSULA CONTINUED
17 Pere Marquette River Basin
Product
location
DHcharqe Characteristics
after Treatment
Receiving
Stream
Treatment
Provided
Flow
HGO
5-day BOD
Ibs/day
Suspended
Solids
Ibs/da
Pollution
Status
Ratlna
Date of
Order of
Determination
112
Affects
Remarks
Water
Dow Chemical Company
Harbison-Walker
Refractories Company
Sanders Meat Packing
Company
Stokely-Van Camp, Inc
Chemicals Ludlngton
Magnesite Ludinqton
Heat
Packing
Cannery
Custer
Scottville
Pere Marguette Clarlfier,
River lagoon
44,5
7tOOO
Pere Marquette Clanfiers, 5.3
River coagulant acids
Neg-
500
Slack River
Lagoon
- - No Data Available - -
Pere Marquette Screening and
ftiver chlorination
0 500
300
475
B
0
May 2£, ?957
March 23, 1961
May 24. 1956
Control adequate-
operation
18 Pentwater River Basin
White River Basin
------ No major industries located in the basin -.„-_ -
Hooker Chemical Company
Whitehall Leather Company,
Division of Genesco
20, Muskeqon River Basin
Chemicals
Cl? - Cau
stTc, HCL
Montague
Tanning
Whitehall
White Lake
rfhite Lake
Sedimentation,
sand filtration,
chlorination
0 900
Lagoon to lake 1 2
3,000
2,100
608
B
B
soc
June 28, 1956
Control adequate
reducing chlorides
underway.
Program for
and sulfates
Completion of secondary treat-
ment planned for Dec I, 1971
Brooks and Perkins, Inc ,
Cadillac Manufacturing
Division
Campbjell ( Wyant and
Cannon Foundry Company
Central Concrete Products
Company
Consumers Power Company *
. Cobb Plant
Aluminum
sheet prc
paration
Cadillac
Castings Muskegon
Washed
qravel
Clectric
power
iq Rapids
Clam River
Ruddiman
Dram
Muskeqon
River
Muskegon
River
Ion exchange
Oil recovery
- - No Data Available - -
- - Nfj Data Available - -
Settlina nonds 0 079
Settling la- 450
eioois for sluctne
and flv ash
54
No Data Aval table
Control adequate.
Control adequate
Control adequate
Control adequate
His
Continental Motors
Corporation, Downtown
Continental 'Motors
Corporation, Getty Street
Plant
Dertham Manufacturing
Company
Evart Products Company
Gertoer Products Company
H 0. Heinz Company
Kaydon Enqineerinq
Corporation
Lakeway Chemicals, Inc
Llbertv Dfllry Company
ol Refining Company
Ott Chemical Company
Auto
e names
Auto
engines
Electro-
plating
Baby
food
Pickles
Muskegon
Muskegon
Big Rapids
Plastics Evart
F r emon t
Lakeview
Bearings Muskegon
Muskegon
Alcohol
base
detergents
and dye
Intermedia*
Bottling Evart
plant
Petroleum
refining
Organic
chemicals
North
Muskepon
Muskeqon
Muskegon
Lake
Muskeqon
River
Muskegon
River
Twin Creek
Darling Creek
and Fremont
Lake
Oil separator
0 81
130
450
CN and chrome
treatment, oil
separation, acid
neutralizing
Cr treatment
0 46
38
196
Cooling water
Spray irriga-
tion, cool iriq
water to stream
Tamarack Lake Screening
South Branch Clarifiers
Ruddiman Creek
Muskegon
River
Muskegon
River
Little Bear
Creek
Wash and
cooling water
API separator
and lagoon
Equalization,
aeration,
incineration
0 303
46
- - No Data Available - -
1 0
No Data Available
- - No Data Available - -
0 145
2.4
6 2
Black River Seepage lagoons 0 344
and Nona Lake
700
7,500
0 171
16T
143
5 0
175
405
0.4175 1,045
DC
B
E
B
Mav 24, 1956
October 27,
1966
'
av ?4t 1962
August 24,
1966
July 24, 1958
Auqust 29,
1967
Corrective facilities under
construction
Control adeouate
Control adequate
Control adequate
Control adequate.
Control adequate
Control adequate
Control adequate
Control adequate
r.o
No
-------
113
Cn*pir &
Location
Receiving
Stream
Treatment
Provided
Discharge Characteristics
ifter Treatment^
us pen
Flow 5-day BOO Solids
MGO Ibs/day lbs/da.v
Pollution
Status
Ratlno
Date of
Order of
Determination
PtmarKs
nke
Water
PENINSULA CONTINUED
U fcCon 1 1
Staled Power Corporation
Spits Company
m Wallace Stone Company
, *. -, Company
Auto
p«rts
Apple
Juice
Washed
stone
and
gravel
Paper
pulp
Huskegon
Heights
Fremont
Hersey
Nuskegon
Ruddlman Drain Reduction of
and Nona Lake chrome
Cole Drain,
Brooks Creek
and Fremont
Lake
Muskeqon
River
CooHmj water
to stream
Huskeqon Lake Clarlflers,
save-all,
sludge lagoons
* - No Data Available - -
1.12
Settling ponds 0 128
12.0
No Data Available
198
13,000 18,000
B
July 26, 1961
December 7,
1955
Control adequate
Secondary treatment to be
provided toy December it
21. Grand River Basin
Allen racking Company
American Mntors
Corporation, Kelvfnator
Slaughter- Charlotte
packing
Appliance* Wyoming
Caunty farm
drain
Plaster Creek
Lagoon
Chemical
treatment*
connection
municipal
system
- - No Data Available - -
- - No Data Available -
Control adequate
Cooling water to stream
A«*av Corporation
A.S P. and Kawtacturlnq
Company
Attwood Corporation
Home
cleaning
products
Plating
CadmltM
platinq
Ada
Grand Haven
Lowell
Grand River
Grand Piver
Flat Rfver
Stabi 1 taxation
lagoons
Chemical
precipitation
neutralisation
Cyanide, copper
and chrome
reduction
0,063
0 20
809
187
0 084 No Data Available
54
B
July 23, 1964
December
Control adequate.
Aunt Jane's Foods,
Division of tie Border
Company
B1sse11» Inc.
Sanitary sewage
Industrial wastes
Pickle Edmore
processing
Sheet
metal
parts
fabrication
Walker
Stoney Creek Screening
Indian Mil)
Creek
0 0242
Settling tanks 0 03
74 7
8
16
A
A
June 28. 1967
April 24, 1958
New treatment facilities under
construction
Challenge Porcflain Company Bathtubs Grand Haven
Clark Equipment Company
C-ystal Refining Company
Machinery Jackson
Oil Carson City
refining
Grand River
Grand River
Fish Creek
None
Lagoon
/l J 1 A 1
0.090
0.043
12
25
B
Facilities under design
i_
Occasional loss of oil to river
Additional separator capacity
under design
Detroit Oasket and
Manufacturing Company,
Fxtruded fetal Division
Corporation
tagle Ottawa Leather
Company
federal
Holer's CorporfltTon.
Equipment Division
Motor*> Corporation,
IP Fcroe
Motors Corporation,
xton
Extrusion
and
aluminum
anodizing
Cherry
canninq
IHcfe
tannlnq
Belding
Bailey
Grand Haven
Lead, tin, Greenville
copper
Metal
Hyomirm
fai
rorginqs
Crank
Shafts
and
Lonnectinq
rods
Township,
taton County
Flat River
Fish Creefc
Grand River
Flat River
Plaster Creek
Grand River
Jenne Drain
Phosphate and
oil removal
Seepage laaoon,
spray Irrigation
Screening
0,70
6 0
- - No Data Available - -
Chemical
treatment.
lagoons
Cyanide and
chrome
reduction,
settling ponds
Oil removal
Chemical
treatment,
lagoon
1 4
16,000 24,000
0.725
182
2,120
8
* - No Data Available * -
0,072
B
March 25. 1965
September 28,
1960
November 30,
1967
February 24,
1960
Additional treatment under
study
Control adequate
Control
Control adequate
tit
-------
114
Cornjid'iv Name
Location
Receiving
Treatment
Provided
Dltiharq* Characteristics
after Treatment
~~"Suspended
Flow 5-day 800 Solids
MGD lbs/_day _l_bs/diy
Pollution
Status
Ratlni
Date of
Order of
Determination
/- f f
r
' *-
(.rand Piver 8a<,1n Continued
Gibson Division,
Hupp Corporation
Gibbon Division,
Hupp Corporation
Grand Rapids Brass Company
Hastings Aluminum
Products. *
Hastings Manufacturing
Company
Hi Ifinger Jackson
Corporation
Hoover Ball and Bearing
Company, Utilex Division
le Dairy
Indian Sunwcr, Inc
^ Corporation
keeler Brass Company
Company
Appliances Greenvlllf
Applicances Belding
Zinc die
casting
Aluminum
coating
Auto
parts
Wyoming
Hastings
Hastings
Jackson
platinq,
auto parts
Plating
Dai ry
Appl
and
vinegar
Metal
finishing
Metal
plating
Ua re -
house
office
Fowlerville
Hudsonville
Grandvllle
Middlevllle
Flat River
Flat River
Buck Creek
Fall Creefc
Thornapple
River
Grand River
Red Cedar
River
Rush Creek to
Grand River
Flat River
Grand River
Thornapple
River
Pans Township, Plaster Creek
Kent County
Lagoon
Oil separator
Cooling waters
Chrome and
oil removal
Cooling and
anodize rinse
to river and
phosphate
recovery
Cyanide and
chrome settl ing
lagoon, oil
inner
Septic tank
Settling pond
0.484
454
- - No Data Available
- No Data Available - -
- - No Data Available - -
0 28
0 24
0,350
0 33
0 788
0 0146
Chemical treat-
ment of chrome.
sedimentation
Cyanide
reduction,
neutralization
slodge removal
Activated sludqe, 0 01
chlonnation
No Data Available
15
20
20
0 418 1,500
1.2
120
5R9
51
B
8
D
B
November 30»
1961
May 22, 1957
January 28,
1953
July 26, 1956
Additional treatment under
design.
Harch 25, 1965 Control adequate
Control adequate
To connect to municipal
system.
Spray Irrigation Installed
Sep tentoer 1968
Control adequate
Control adequate.
Ho
LeFere Forqo and Machine
Trjck
hubs and
gear
blanks
Jackson
Grand River
Oil separator
0 265
233
280
History of oil losses
Mrtal Arts Company,
Metals Lorpordtion
IMO*TI Consolidated
Metal
stamping
Extru-
sions
com-
pressor
station
Paris Township, Plaster Creek
Kent County
Wyoming
Six Lakes
Roy's Creek
Drain
First Lake
at Six Lakes
Dram
Septic tank and
underdrained
sand fflter,
with chlorlnation
Chemical
neutralization,
sedimentation
sludge lagoon
Coollnq water
* - No Data Available - -
0.54
4.32
344
No Data Available
September 29
1965
August 26,
1960
March 24, 1955
To connect to municipal
in 1968,
Connected to municipal system
Control adequate
No
Ik
n
Muni* ip,il I'
I 1
f nn t (YodiK ts
r,
nn M^tal I'rodut t';,
-;ior nf M dliinri Ross
Milk
plant
t ru
her
Ovid
nd Haven
Kent City
Last firandville
n
Maple River
Grand River
Ball Creek
Buck Creek
Spray Irrigation 0 5
Coolino water
pond
Stabilization,
ground seepage
and irrigation
None
0 34
0 1
15
8,87
No Data Available
No Data Available
- - No Data Available - -
B
flovartwr 29,
1962
July 28, 1966
CooHnq water only to
Control adequate
Seasonal discharge.
Ho
?»oad
food . Inc
1 1 1 mnn r»
fl
*
f orporation of
n ,3 , AtTic* iran Box
'I D v i j ion
Fruit
and
vegetable
f rvp; mq
Glass
.Mcfcson
le
Charlotte
Corrugated Grandvllle
boxes
Grand River
Dlckerson
Creek
Butternut
Creek
Creek
Drain
Oil traps
Primary
clarlfler,
lagoons, spray
Irrlqatlon
Sedimentation,
oil separation
None
0.07
No Data Available
- - No Data Available - -
- - No Data Available * -
- - No Data Available - -
B
September 23,
1964
Control adequate.
Control adequate.
To connect to municipal
system.
No
No
^ek-qtnrj Corporation nf
America, Ame» ir^r Hnx
firancl Rapids
c artons
Grand River
Save-alls
2 5
11:1
6,500
B
To connect to municipal
system In 1968.
-------
115
Company Nama
LQUfH PFNINSULA CONTINUED
Product
Location
Receiving
Stream
Treatment
Provided
Discharge Characteristic
after Treatment
Flow
MGD
S-day BOO
Ibs/dav
uspended
Solids
Ibs/diy
Pollution
Status
Rating
Date of
Order of
Determination
Remarks
M ' * T
Pet HI Ik Company
Plttsburg forging Company
Ranny Refrigeration
Rockford Paper Mills, Inc.
Samary Food Products
Saranac Manufacturing
Company
Store-A-Hay, Inc.
Super Food Service
Pickle Company
Trallmobllt
Universal Metal Products
White Products Corporation
Hithrow Pickle Company
Wnlvferlne World Wide, Inc
Condensed Coopers vi He
milk
Forging
Refrig-
erators
Box
board
Jackson
Greenville
Onldsdale
Fruit CoopersvlUt
processing
Platmq
and
buffing
Saranat
Meat DeHItt
processing
Food Grand Rapids
warehouse
and office
Pickle
brining
Washing
trailers
and tank
trucks
Metal
products
Water
heaters,
water
softeners
and
plumbing
ware
Pickles
Shoes,
tanmnq
Ravenna
Wyoming
Saranac
Middlevllle
Sand Lake
Rockford
Deer Creek
Grand River
Flat River
Rogue River
Deer Creek
Grand River
Looklnqglass
River
Crockery
Creek
In-plant
controls
Oil skimmer
Lagoons
Clarlflers
- - No Data Available - -
0 07
0 015
No Data Available
1 0
1,200
4,000
Spray Irrigation 0,03
and screening
300
Cyanide and
chrome treat
ment, lagoon
In-plant
controls
Plaster Creek Activated
sludge
Brine lagoon
Grand River
None
Thornapple
River
Coolino water
Round Lake
Rogue River
Screening,
clariflers,
vacuum filter
0,150 No Data Available
0 001
10
20
0 0008
1.24
3 00
- - No Data Available - -
County drain Grit and grease 0 001
to Plaster removal
Creek
No Data Available
0 200
0 130
20
145
- - No Data Available - -
0 600 2,000
1,000
B
B
B
July 29, 1965
July 29, 1954
January 26,
1961
November 30,
1961
June 22, 1961
October 26,
1961
March 26,
1952
Only cooling water to
stream
Control adequate
Secondary treatment under
design
Control adequate
Circuit Court Order September
1968 Additional
by January 1, 1969
Control adequate
Control adequate
Lagoons enlarged in 1966
Control adequate
Control adequate
Control adequate
To connect to rnunicipal
system in 1969
Nr,
22. Bljtk River Basin
Whn Aluminum Corporation
PeMitt Poultry Processing
Donnelly Mirrors
Hart ar*d Cooley
Manufacturing Company
H J Heinz and Company
Holland Suco Color Company
Holland Die Casting, Inc
Janes UeYounq Generating
Station
Brass Compan
Mcade. Johnson and
laboratories. Inc.
Davis and Company
Extrusion Holland
aluminum
Poultry Zeeland
processing
Glass
mirrors
Furnace
supplies
Canning,
pickles,
vinegar,
and cider
Organ *tr
colors
and
chemicals
castings
Electric
power
Metal
products
Drugs
Drugs
chemicals
Holland
Holland
Holland
Holland
Holland
Holland
Zeeland
Z*?eland
2reland
Synthetic Holland
Wildwood Drain
to Lake
Macatawa
Black River
Lake
Macatawa
Black River
via county
drain
Macatawa
Lake
Macatawa
Black River
Lake
Macatawa
Brower Drain
Black River
Lake
Macatawa
Nickel
recovery and
neutralization,
phosphate
recovery
Septic tank,
screening, and
sand filters
Laqoons
Septic tank,
stabilization
ponds
Screening
Neutralization
lagoon
Cooling water
Lagoon and
neutralization
of acid
0 215
0 106
0,098
0.090
Clarlfler, deep 0
disposal
0.223
3 1
103
34
0.850 2,225
1,700
58
50
8 0
294
21
1,000
400
48
- - No Data Available
0,015
Activated sludge 0.182
90
197
Hunter Creek Lagoon
Primary
settling and
Cl? oxidation
1.17
7.2
107
144
60
B
E
B
B
B
E
A
October 25,
1956
April 23, 1952
May 27, 1965
March 25, 1959
Juni 28, 1967
February 24,
1960
Control adequate
Additional treatment under
design
Secondary treatment under
design
Control adequate
II'
Ni,
No
'Jo
No
-------
116
Company Name
PtNINSULA CONTINUED
Product
Location
Receiving
Stream
Treatment
Provided
Discharqe Characteristics
after Treatment
Flow
HGD
5-day BOD
Ibs/day
uspen
Solids
Ibs/da
Pollution
Status
Ratlno
Date of
Order of
Determination
Reoarks
Affect?
Lute
Michigan
Water
Owl Uy
23. Kalamazoo River Basin
Albion Malleable Iron
Company
Alleqan Metal Finishing
Company
Allied Paper Corporation,
Monarch Division
Solids
Ox/gen demand wastes
Allied Paper Corporation,
Bryant Division
Solids
Oxyaen demand wastes
Allied Paper Corporation,
Kinq Division
Solids
Oxygen demand wastes
Aluminum Extrusions, Inc
American Aggregate
Corporation
Brown Paper Company,
Mill I
Solids
Oxygon demand wastes
flrown Paper Company,
Hill 2
Solids
Oxygen demand wastes
Brunswick Corporation
Chase Manufacturing,
Division of Gulf and
Western (Scotts, Inc.)
Clark Equipment Company
Consumers Power Company
Consumers Power Company
Corninn Plass Works
Culliqan Soft Water, Inc.
no Parking Company
[aton. Yale and Townc, Inc
Marshal 1
Foodr Corporation
Oranil Trunk R
rompanv
Compony
Lakeside Hi*fintn
-------
Name
OUER PENINSULA CONTINUED
Product
Location
Receiving
Stream
Treatment
DUcharoe Characteristics
after Treatment
Flow
HGO
5-day BOD
Ibs/day
Suspended
Solids
Ibs/da
Pollution
Status
Patinq
[;*re of
Order of
nation
117
Mf -M
R1vpr flasin Continued
Lorton Predicts Company
Menasha Coloration,
Paper Board Division
Solids
n rtenand wastes
Canners,
Inc.
Murray Packing Company
Sew Ynrk Airbrake Company
Industrial wastes
Sanitary sewage
North American Aluminum
Fxtruslons Corporation
P«t KiH Company
Canning Company
Ralston Purina Company
Corporation
Products
Valley Hetal Products
Company
Waldorf Paper Products
Company, Mac Sim Bar
Division
Solids
Oxygen demand wastes
Company
Solid*
Oxygen demand wastes
24, Black P'ver BJSIO
flu-well Decorative Compan
Rendering*
feed and
fertilizer
Paper
board
East Sauqatuck
Otseqo
Fruit and Fennville
veqetaMe
Slaughter Plainwell
and
packrnn
Pumps,
motors,
valves
Galesburg
Aluminum
tubing and
anodizing
Dairy
products
Canned
fruit
Dog and
fdt food
llertro-
platinq
Wire
products
Parchment
Aluminum
extrusion
Paper
board
per
Decora-
tlVF
metal
Wayland
Plainwel1
Cattle Creek
Kalamazoo
Albion
Plainwell
Otsego
Plainwell
Banqor
Kalamazoo
River
Kalamaroo
River
Mann Creek
via county
drain
K*lamazoo
River
lama zoo
River
Travis Creek
Rabbit *>1ver
Kalamazoo
River
Battle Creek
River
Kalamazoo
River
Ka lama zoo
River
Kalamazoo
River
Kalamazoo
River
Kalamazoo
River
Black River
Seotlc tank,
settling,
Irrigation
Save-all,
sedimentation,
evaporation
Irrigation
Lagoons
Trickling
filter, oil
floatation and
removal
Septic tank,
neutralization,
laaoons
0 050
0 380 7.300
708
0.500 2,300
403
0 010
220
0,192
7 13
5 58
0 7
124
Aeration, filters 0 049
and irrioation
Seasonal 0 0436
spray irrigation
145
27
494
- - Ho Data Available - -
Plating recovery
sys tern
Complete treat-
ment for platinq
waste
Neutralization,
lagoon
Clanfier
and stabili-
zation lagoons
- - No Data Available - -
- - No Data Aval Table - -
- - Ho Data Available - -
1,1
2,035
940
Activated
sludge
1 58
295
714
Complete
plating waste
treatment
0 20
122
A
E
e
E
A
A
SD
A
B
February 24,
1955
October 31,
1963
September 29,
1965
September 28,
1955
October 30,
1957
February 23,
1966
Control adeauate
New
1968
Control
Control
Connected to muni ci pa
adequat
Control
Ceases ot
New
1968
o'ant
Contrcil
fnnt Canners,
fu
n
.iiw IMW u*vt
-------
118
Company Name
LOWER PENINSULA CONTINUED
Product
location
Receiving
Stream
Treatment
Provided
Discharge Characteristics
after Treatment
usotn
Flow 5-day BOD Solid*
MGD Ibs/dty Ibs/dav
Pollution
Status
ftatlno
Qete of
Order of
Determination
Paw River Basin Continued
Honee Etear Canning Company
Midwest Timer Service, Inc
Millhurq Fruit
(Kay foods)
Murch, A F and Company
^H
Pearl Grange
Company
Pet Milk Company,
Husselnwr-Dwan Division
Quality Frozen Foods
Sill Farms
Watervliet Paper Company
Welch Grape Juice Con,,-my
26. St Joseph River Basin
Fruit
products
chrome
Lawton
Haqar Township
Berrlen County
Mil
Cherry and Paw Paw
juice
Food
products
Benton
Township,
Berrlen County
Canning Paw Paw
vegetables
and fruits
Food
products
Lawrence
Cherry Lawrence
processing
Paper
Watervliet
Juices,
jam!;
Lawton
Townline
Drain
Pratt Drain
Blue Creek
Jennings
Drain
Yore and
Stoeffer
Drain
Paw Paw
River
Paw Paw
River
Brush Creek
Paw Paw
Piver
Lawton Creek
Lagoons
Chemical ,
precipitation
and lagoons
Screening,
oxidation ponds
- * Ho Data Available - -
* - 'Jo Data Available * -
- - No Data Available * -
Septic tank, 0 72
spray 1rriaat1ot>
300
Septic tank,
lagoon, spray
irrigation
0 025
300
Screening, 0.10
spray Irrigation
740
335
Screening,
lagoon, spray
irrigation
Screening, spray
irrigation
Save-all
- - No Data Available - -
- - No Oata Available - -
1.75
3,000 12,000
Screening, 0,8
spray irrigation
1,000
F
B
July 28. 1960
July 28, 1960
September 21,
1961
Control adequate*
Control adequate.
Control adequate
adequate.
Control adequate.
Alpha, Inc
American International
Aluminum
Bendix Corporation
Chrk Cquipnvnt Company
Renderinn Works
Penton Sleeper Company
Metal
plating
and tubing
Eau Claire
Aluminum Coldwater
extrusions
Gray iron St. Joseph
foundry
Machinery Buchanan
Meat
packing
Baby
Clothes
Coldwater
tentrevil1e
Extension
Drain and
other waters
St. Joseph
River
Hickory
Creek
McCoy Creek
Coldwater
Lake
Prairie
River
Chemical treat-
ment, Ingoon
Ponds and
devices
Cool inn water
Oil trap
Sedimentation
None
0 053
1,000
- - Ho Data Available - -
2 2W
0 75
0 085
75
131
95
413
107
17fi
B
February 23,
1966
March 30. 1966
Additional treatmnt
provided in 1968.
Additional treatment
Control adeauate
'lo
oil seoarator und^r study
Eau Clam1 Packino
Flam Tickle Cwtpany
French Paper Company
Industrial Rubber Goods
Company
Kawneer Company 1'lant
HO 1
Products
on, Douglas
Manuf.1* turntq Division
Canning
Pickles
Paper
manu-
facturing
Rubber
goods and
body trim
Building
product^
Electro-
plating
EAU Claire
Eau Claire
Niles
St. Joseph
tfiles
ronson
Farmers
Creek
Love Creek
St. Joseph
River
Abraham
Drain
St. Joseph
River
County
drain
Screening,
sedimentation
lagoon, spray
irrigation
Septic and
settlina tarks
Save-all
Septic tank
and
Septic tank,
chrome treat-
ment
CUy and
chemical treat-
ment of plating
wastes
0 698
n 007
40
48
0 811 e,820
30
7.4
3,620
- - No Data Available - -
0.46
0.158
100
2,700
February 25,
1953
March 21f 1950
Control
Control adequate.
Treatment plant under
design
Control adequate.
f-c
Mo
turim)
Company
Kir*ch Manufactu? imj
LOmnany
L.imti- Km
iin ?4ushrOotn Company
Mrt.il
mrfustrv
Hrtal
industry
Sturgvs
White
Pigeon
ClothiiMi Colon
Mushroow; fdles
and
asparagus
Fawn River
White Pigeon
Lake
A J 1 • - -•- 1
Hone
Sturgeon Lake Septic tank,
tile field
St. Joseph
River
Vibrating
screens
0 15
0.7
200
204
- - No Data Available - -
O.OZ5
200
B
B
Control adequate
Control adequate
i lo
flo
-------
Cowany Nane
JUER PENINSULA CONTINUED
St. Joseph River Basin Continued
Midland Wire Corporation
Municipal Power Plant
Oulncy Products Company
Research Holding and
Film Company
Rudy Manufacturing
Company
Schatfer Manufacturing
Company
Schmidt Packing Company
Silver Mill Frozen Foods,
Inc.
Simplicity Pattern
Company, Inc.
Simpson-Lee Paper
Company
Stover Soft Hater Service
United foods. Inc.
Weyerhaeuser Company
Whirlpool Corporation
Product
Location
Electrical Three Rivers
wire
Electri-
city
Coldwater
Refrigera- Quincy
tion colls
tendon
Heat Dowagiac
exchangers
Electro-
plating
and
anodizing
Heat
packing
Fruit
packing
Paper
patterns
Union City
Miles
Eau Claire
Miles
Paper
Vicksburg
Recharge
water
softeners
Canned
and
frozen
food
Berrien
Springs
Sodus
White Pigeon
Nickel
plating
Industries with Discharges 1n Minor Drainage Areas
Receiving
Stream
St. Joseph
River
Coldwater
River
Marble Lake
via county
drain
St. Joseph
River
Pine Lake
Drain
St. Joseph
River
Dowagiac
Creek
Fariwrs
Creek
St Joseph
River via
Lacey Creek
Gourdneck
Creek
St Joseph
River
Pipe stone
Creek via
county drain
White Pigeon
River
Benton Harbor St. Joseph
River
Treatment
Provided
Cooling water,
closed system
Cooling tower
Chemical treat
destruction
of CN
Oil trap,
ponds
Cooling water
to lagoons
In*plant
control
None
Lagoons
Save-all
units
Discharge Characteristics
after Treat§ient_
uspe
Flow 5-day BOO Solids
MGD Ibs/day Ibs/day
- - No Data Available - *
- - No Data Available - -
0.056
50
7.4
0,120 Mo Data Available
0 306
4.1
0 08
SO
- - No Data Available
0 68
500
110
1 18
1,350
2,360
Sedimentation 4.2}
with coagulation
2,306
2,692
Controlled
discharge
0 01
No Data Available
Screening,
irrlqation
- - No Data Available - -
Floatation,
save-all,
clariflers
3 628 1,980
3,537
Chvnical
treatment
and lagoons
0.144 No Data Available
Pollution Date of
Status Order of
Ratlno Determination
B
B
B
B
B
January 3t
1964
May 28, 1958
Qecenfcer 3,
1964
January 21,
1966
December 5,
1957
April 26, 1956
Septenfeer 23,
1964
119
Remarks
Control adeauate
Additional treatment
provided in 1966.
New oil s-parator in
New irrigation fie1*) in
1968
Additional save-all units
being provided
Eipenmental ponds under
study
Control adequate.
Additional clarifler in 1968
Control adequate
dater
No
No
-Mar Poultry
Elk Rapids Packing
Cowany
Orakama Canning
Poultry Borcula
processing
Fnilt
packing
Canning
cherries
Lake
Leelanau
Onekama
Pigeon River
Lake
Leelanau
Settling
basins.
lagoons
Screen1no and
chlorlnation
Portage Lake Screening
0.477
832
158
August 29,
1967
June 22, 1961
Referred to the Attorney
General for enforcement of
an Order.
Control adequate.
Control adequate.
Petoskey Plating
Uzer Packing Company
Auto
part*
Petoskty
Cherries Benzonia
and apples
Bear River
Cheatcat
trettMnt
Herring Lake Screening
Q.097
Control adequate
No
toy_to Control Status
A
ft
C
0
r
Control adequate
Control provided - adequacy not fully established
Nn control—need not established
Control provided—protectIon unreliable
Control inadequate
c - construction underway
P - plans being prepared
* - studies underway
-------
120
-------
121
-------
122
n
-------
mal
s
-------
-------
-------
126
-------
127-128
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-------
MONTHLY SUMMARIES
OF
RAW WATER ANALYSES
BENTON HARBOR WATER TREATMENT PLANT
1968
129-130
APPENDIX J
APR.
MAY
JUNE
JULY
AUG.
SEP
OCT.
NOV.
DEC.
Protozoa
Mean
Max.
Min.
0
0
0
0
0
0
4.5
18
0
18
18
18
36
36
36
12
72
0
16
90
0
Chloro
ceae
Mean
Max.
Min.
4.5
18
0
13
28
0
18
36
0
13.5
36
0
42
72
18
90
144
18
110
234
72
36
90
0
30
54
0
ceae
Mean
Max.
Min.
34
108
0
2
9
0
56
126
18
72
108
0
47
81
18
37
72
27
100
216
18
29
90
0
24
108
0
Diatomaceae
Mean
Max.
Min.
1411
1674
1242
1388
1863
1125
1327
1575
1044
759
972
342
670
819
504
441
774
90
960
1746
378
1233
1926
396
1136
1656
774
Alkalinit
Mean
Max.
Min.
116
130
107
111
120
106
113
117
110
115
118
109
114
121
111
113
128
106
112
124
105
115
128
105
118
137
109
Hardness
Mean
Max.
Min.
143
170
130
134
148
120
136
154
128
133
146
124
130
146
120
126
150
116
135
166
124
140
168
124
147
180
124
Turbidit
Mean
Max.
Min.
9
24
3
4
7
2
4
16
2
5
6
2
6
18
3
4
20
2
9
51
2
9
19
4
16
36
8
-------
131
APR.
MAY
JUNE
JULY
AUG.
SEP.
OCT.
NOV.
DEC.
Color
Mean
Max.
Min.
12
31
4
6
8
3
6
24
2
5
8
2
4
9
2
4
13
2
6
35
3
8
19
3
12
25
5
Coliforms (MPN)
Mean
Max.
Min.
585
2,100
0
239
4,600
0
1466
1,000
0
999
11,000
0
558
1,000
0
1450
1,000
0
405
0
1689
0
2795
2,400 11,000 11,000
36
Calcium
Mean
Max.
in.
39.4
47.0
36.0
38.8
43.0
36.0
39.5
43.0
36.0
38.2
43.2
35.2
36.4
37.6
36.0
37.2
40.0
35.2
37.6
43.2
34.4
38.6
40.0
36.8
44.6
48.0
40.0
Maanesium
Mean
Max.
Min.
9.7
11.2
6.3
9.4
11.2
6.8
8.9
10.7
6.8
9.1
9.7
7.8
9.7
12.1
8.2
8.5
9.7
6.3
10.0
12.1
7.8
9.7
12.6
6.8
9.7
13.1
7.2
Chloride
Mean
Max.
Min.
10.0
13.5
9.0
9
10.5
7.5
9
10.5
9.0
9
10.0
7.5
9
11.0
8.5
10
10.5
8.0
9.0
10.0
8.5
10.0
10.5
9.0
10.0
12.5
9.0
pH
Mean
Max.
Min.
8.1
8.2
8.0
8.2
8.3
7.9
8.2
8.5
7.9
8.1
8.5
7.8
8.3
8.5
8.0
8.3
8.6
8.1
8.3
8.6
8.1
8.2
8.4
7.9
8.2
8.4
8.1
-------
Protozoa
Apr
MONTHLY SUMMARIES
OF
RAW WATER ANALYSES
GRAND RAPIDS WATER TREATMENT PLANT
1968
June
Sept
Oct.
Nov.
132
Dec.
Mean
Max.
Min.
35
188
0
21
92
0
12
48
0
45
184
0
87
232
0
33
84
0
17
40
0
17
100
0
11
32
0
Chlorophvceae
Mean
Max.
Min.
274
800
92
129
264
64
112
184
44
57
192
12
50
112
4
69
194
42
226
548
126
69
208
14
27
60
4
ceae
Mean
Max.
Min.
61
208
16
32
132
0
114
248
48
72
172
20
90
200
16
87
154
10
165
328
42
96
172
16
55
176
0
Diatomaceae
Mean
Max.
Min.
2,364
3,900
1,384
1,467
2,088
870
1,507
2,020
704
583
1,148
276
297
936
68
93
178
20
620
1,508
68
651
980
441
809
1,888
198
Alkalinlt
Mean
Max.
Min.
Ill
118
105
113
123
107
113
120
107
112
120
107
112
118
107
109
117
105
108
114
104
110
115
107
115
124
108
Hardness
Mean
Max.
Min.
136
146
130
136
148
130
134
144
128
132
142
126
129
136
124
127
138
122
127
138
124
129
144
122
138
156
126
Turbidit
Mean
Max.
Min.
7.9
15.0
4.7
4.9
7.5
2.5
3.8
7.2
2.1
4.3
11.0
2.2
5.6
n.o
2.4
4.8
8.7
2.0
6.6
18.0
2.3
6.1
10.0
2.1
11.7
24.0
3.7
-------
133
Aor.
June
Sep.
Oct.
Nov.
Dec.
Color
Mean
Max.
Min.
4
6
3
4
6
3
3.5
4
3
3.6
4
3
3
4
3
3
3
3
3
4
3
3
4
2
4
5
3
Colifonns (MPN)
Mean
Max.
Min.
36
460
0
9
93
0
130
2,400
0
260
2,400
4
459
2,400
4
206
2,400
3.0
138
2,400
4
92
460
4
118
460
9
Calcium
Mean
Max.
Min.
37.7
40.4
36.0
35.8
36.8
34.4
35.4
36.8
34.4
35.8
36.8
34.4
34.2
35.2
32.8
32.6
32.8
32.0
33.2
34.4
32.8
34.8
35.2
34.4
36.1
38.4
34.0
nesium
Mean
Max.
Min.
10.9
11.6
10.7
10.6
11.2
10.2
11.0
11.2
10.7
11.1
11.7
10.7
10.8
11.7.
10.2
10.7
11.7
10.2
10.7
11.2
10.2
10.7
11.2
10.2
10.7
11.2
9.8
Chloride
Mean
Max.
Min.
9
9
8
9
9
8
8
9
8
9
10
8
8
9
8
9
10
8
9
10
8
8
9
8
9
9
8
pH
Mean
Max.
Min.
8.3
8.7
8.0
8.3
8.6
8.2
8.3
8.6
7.9
8.2
8.5
7.8
8.3
8.6
7.8
8.3
8.7
7.8
8.3
8.8
8.1
8.2
8.5
7.9
8.1
8.4
8.0
-------
-------
-------
-------
MUN
-------
MUN
h
-------
-------
140
-------
141
-------
14
e
-------
-------
144
-------
-------
146
-------
147
F. B.
Frost
69."
Plans
70."
Start
Construction
under "St.
(M^ch ._) "
31. Last item
4^-.^
Joseph
Vicksburg:
the following
changes
Make
Status
Action
and
Abatement
"Statutory
initiated
proceedings
delete
add "Stipulation
and
January 1,
1969."
February
effective
add
1-70 .
Plans
Start
Construction
add
71 .
under "Miscellaneous
Second item
32.
Chikaming
following
the
changes
Areas
Make
Drainage
(Sawyer,
Pier):
Lakeside,
Township
Union
delete
Plans
Construction
delete
Start
70 ."
"10
and
add
delete "10
c. Complete
71"
and
add
under "Miscellaneous
Drain
Third item
33-
Escanaba;
changes
the
following
Make
Areas
age
delete "3
and
Plans
add "9
70 ."
-------
-------
-------
-------
151
-------
152
-------
153
-------
mmu
d
n
-------
-------
s
-------
157
-------
-------
MUN
MUN
-------
160
mmu
-------
161
e
n
-------
162
-------
-------
-------
-------
-------
167
BUR
-------
-------
-------
-------
-------
172
-------
17
P. E. Miller
separation,
would
stormwater. after
the
though
even
sewer. It
combined
has
also
existing
discharge
not
for
time
the
Board
the
policy
been
approve
some
anticipated
developments.
It is
combined
new
sewers
overflows
will
combined
pollution
from
that
sewer
major
of East
The
City
Chicago
July
1977.
controlled
separation
for
extensive
plans
submj
ted
has
sewer
adjacent
and
and
renewal
urban
large
areas
area
serve
financed
project.
partially
demonstration
for
treat
combn ned
overflows
from
grant, to
FWPCA
sewer
Mishawaka
have
also
Bend
and
South
another
area.
manor
renewal
urban
separation in
undertaken
areas.
sewer
amenab
wastes
industrial
Discharge
encouraged.
where
treatment
municipal
to
sewers
required.
pretreatment is advisable, at 3 s
effluents
include
that
9. Industrial
pathogenic
containing
sus pected
sanitary
sewage
there is
evaluated
determine
being
organisms
are
waters„
effect
deleterious
receiving
^ • •*
ding
-------
d
ve
-------
175
1
-------
176
-------
-------
-------
way
-------
-------
-------
182
-------
183
-------
-------
-------
Mun
-------
187
-------
-------
-------
190
-------
-------
-------
MME
-------
-------
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255
dead
alewxves : The
11 i n o
12.
Removal
participated in
the
Conservation
has
Department
operative
Federal
four
States
program
r
ng,
-------
-------
mm
-------
-------
259
-------
-------
261
-------
262
POS
urn
-------
263
d
-------
264
-------
tf
-------
266
-------
267
-------
-------
may
-------
-------
-------
-------
J. C. Vaughn
briefly
will
Jim, if
And
summarize
you
it.
appreciate
will
these.
JAMES
VAU GH N
STATEMENT
WATER
PURIFICATION
ENGINEER
AND
WATER
SEWERS
DEPARTMENT
ILLINOIS
CHICAGO
Thank
you, Mr.
Klassen.
MR. VAUGHN:
and
Mr. Chairman, Conferees, and
ladies
gentlemen.
^^•^^^
together
V»rf
the
report ties
This
rep
previous
19&5
State
report, the
the
Four
starting with the
one
State
Conference
ago, and
the
Two
Conference
year
1969.
January
December, bringing
first
will
the
slide.
show
will
you
locations
distances.
and
ourselves
sort
orient
control
south
plant
water
Briefly, the
30 miles
about
this
waters
point
for
area
open
pollution
limit
the
the
Waukegan. which
source
from
miles
about
plant is
south
the
north.
and
the
area
principal
Ship Canal, the
Harbor
the
Indiana
source
from
rts.
-------
-------
275
-------
8
-------
277
-------
-------
279
than
-------
280
mil
-------
281
-------
282
d
-------
283
-------
284
-------
FIGURE
285
LAKE
OF
SOUTHERN
PORT ON
MICHIGAN,
SHOWING
DISTANCES
MOUTHS OF
INDIANA
HARBOR
CANAL AND
CALUMET
AND
WATERWORKS
INTAKES.
WISCONSIN
ILLINOIS
51 MILES
WAUKEGAN
NORTH CHICAGO
48
GREAT LAKES
43
42
LAKE FOREST
LAKE
FORT SHE R DAN
40
MiCHI6AN
HIGHLAND PARK
LAKE
COUNTY
36
COOK
COUNTY
GLENCOE
34
WINNETKA
32.5
KENILWOftTH
3.5
29
EVAN
ST
ON
WILSON
CRIB
3.5
18.5
HARRISON 8
DEVER CRIB
OLD TWO-MILE CRIB
3.5
C.WFP
CHICAGO
6.25
9.25
SANITARY DISTRICT
CANAL 68th ST.
DUNNE CRIBS
3.75
&WFP
3.5
CALUMET
RIVER
1.8
LAKE
CALUMET
INDIANA
HARBOR
E.CHICAGO
GARY
GRAND
DEPARTMENT
OF WATER
SEWERS
BUREAU OF WATER
OF CHICAGO
CITY
MET
-------
-------
-------
288
FIGURE
-------
28Q
O CQ
00
o
\o
CN
m
CO CM
m m
CN
CO
co
O
in
sr 00
CN 00
co
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m
oo m
ro
in
m
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ft:
te;
te
H
^
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^ £
i
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s
g
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CO
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f
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OO
CN
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CO O
\ \
O CO
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CN
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co
CM CN
VD CN
\ \
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CM
m o
CM CM
00
oo
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o
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CO OO
r- ON
ro
CM CM
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m
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CM CO
m m
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m
m m
ON C7\
m
ON
oo ON
m m
ON ON
ON ON
CM CO
ON ON
m
ON ON
ON ON
00 ON
ON ON
-------
290
FIGURE
REFINERY
ABNORMAL
RIODS
ODOR
TYP
INTAKE
PLANT
FILTRATION
SOUTH
WATER
950
1968
OTA
YEAR
EACH
ODOR
PERODS
I960
1955
1950
YEAR
DEPARTMENT OF WATER a SEWERS
BUREAU OF WATER
CITY OF CHICAGO
JANUARY 31,1969
-------
-------
-------
293
0}
CO
O H
^ s
A • •_ ^^^^W
O to
CO
in
-j- co
CO
o <*•
CM CN
co
CN
O CO
* •
O
CN
CN CO
CN
CN
m
o
•
O
m
m st
S
EH
%§
BQ
fa ^
^s
§
§
6
^c
S
fe:
§
F1
^
EH
8
^^
s s
9Q
3
S:
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^c
cs
^
co
m
o
m CN
co o
CN
CN
o o
o
m m
CN co
in m
m
co CN
oo un
CN
o o
m
m m
-------
FIGURE
MAXIMUM
AMMONIA
NITROG
DURING
ABNORMAL
FIN
OIL
ODOR
TYP
RIODS
WATER
FILTRATION
INTAKE
SOUTH
PLANT
950
968
1950
1965
YEAR
DEPARTMENT OF WATER 8 SEWERS
BUREAU OF WATER
CITY OF CHICAGO
JANUARY 31,1969
-------
295
EH
ft;
S
EH
fcq ft;
K S
^ ^
P^ ^
K S
^
§
ft;
§^
EH §
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es
H
£"* &
O O
^
%-^
^.i
§
s
05
CM CO CM i-H
«o O.
o
CM\OCOO\i-HOOCTiO
incM^oinooocM
-------
2Q6
FIGURE
MAXIMUM
AC TI VAT
CARBON
DOSAGE
DURING
ABNORMAL
OIL
FINERY
TYP
ODOR
RIODS
SOUTH
WATER
FILTRATION
PLANT
INTAKE
950
968
1200
1100
1000
1968
1950
I960
EAR
DEPARTMENT OF WATER a SEWERS
BUREAU OF WATER
JANUARY 31.1969
CITY OF CHICAGO
-------
297
-------
alum
-------
-------
FIGURE
300
ANNUAL
AVERAGE
COLFORM
ORGAN
SMS
PER
00m.
WEEKLY
SAN TARY
S U RVEYS
b,UOOpOO
950
968
5,000,000
MOUTH OF INDIANA
HARBOR
4,000,000
SHIP
CANAL
DICKEY
BRIDGE
o
1000,000
2,000,000
1,000,000
92nd
RIVER
BRIDGE
1950
YEAR
DEPARTMENT OF WATER ft SEWERS
BUREAU OF WATER
CITY OF CHICAGO
JANUARY 31,1969
-------
FIGURE
301
AVERAGE
AMMONIA
NITROGEN
ANNUAL
11.20
WEEKLY
SANITARY
SU RVEYS
YEAR
DEPARTMENT Of WATER 8 SEWERS
BUREAU OF WATER
CITY OF CHICAGO
JANUARY
31,1969
-------
FIGURE
AVERAGE
ANNUAL
PHENOL
SURVEYS
WEEKLY
SANITARY
1950
1968
INDIANA
HARBOR
SHIP CANAL
SAMPLING
CANAL
1959) AND
BRIDGE 1950
1967
DICKEY
I960
RD.
BRIDGE
AT 92nd
CALUMET
RIVER
SAMPLING
BRIDGE
(1950-1967)
0.25
MOUTH
NDIANA
HARBOR
SHIP
CANAL
0.20
0.05
CALUMET
RIVER
0.00
1950
OF WATER ft SEWERS
YEAR
DEPARTMENT
BUREAU OF WATER
JANUARY 31.1969
CITY OF CHICAGO
302
-------
Vaughn
filtration
plants
migrated
the
North
Shore
Water
have
(CWFP).
Plant
Water
Filtration
the
Central
intake
Problems
Plankton
plankton
prob
the
The
nature
general
described in
considerable
SWFP is
besetting
the
lems
detail in the basic report. This description will not
plankton micro
number
repeated.
The
organisms
the
days
and
the
annual
are
average
maximum
as
per
that
It is
noted
the
plotted
Chart
maximum
on
1968
is considerably
period
for
day
excess
any
1Q64. Similarly,
for
the
the
annual
value
average
since
1964.
The
value
period
exceeds
since
any
previous
same
1969
the
and
value is
2100
January
maxi
per
average
3000
that
these
out
is pointed
ml.
value
per
mum
count
the
the
breakdown
not
indicate
values
the
period
example.
during
For
individual
organisms.
taste
fishy
extremely
had
the
water
June
Dinobryon.
high
incidence
the
attributable
Cladophora
the incidence
show
Neither
the
values
It is
continuing
nuisance.
been
has
This
organism
into
and
gets
beds
the
where
from
loose
torm
grows
fixed
the
collects
basin and
intake
screens.
the
-------
-------
FIGURE
305
PLANKTON
MICROORGAN
SMS
PER
FILTRATON
INTAKE
SOUTH
WATER
PLANT
16,000
I960
968
15,000
4,000
3,000
2,000
11.000
DAY
0,000
9,000
8,000
7,000
6,000
5,000
4,000
3,000
2,000
,000
ANNUAL
DAY
I960
960
1968
955
965
YEAR
DEPARTMENT OF WATER a SEWERS
BUREAU OF WATER
CITY OF CHICAGO
JANUARY 31,1969
-------
306
-------
-------
308
o <*>
tudd
-------
309
EAR
ECOR
LFAT
Oo
0°
POO
1920
1930
1940
950
I960
970
-------
310
-------
TABLE I-l (Cont.)
311
OME MAXIM
1968 and ,
DAYS OF USAGE
VARY 1969
and Da
Activated Carbon
Avg.
Max.
Threshold
Odors Maxi
Ammonia
Nitro
Total
mum Hour
Max.
Hr.
1968
Jan. 18
Jan. 19
Jan. 20
Jan. 21
Jan. 26
Jan. 27
Jan. 28
Feb. 1
Feb. 2
16
Mar. 17
Mar. 18
Mar. 19
Mar. 20
Mar. 21
Mar. 29
Mar. 30
Apr. 4
Apr. 7
Apr. 13
Apr. 17
Apr. 19
Apr. 21
Apr. 24
June 6
June 7
June 8
June 9
June 10
June 11
June 12
June 13
June 14
June 21
June 23
Sept. 20
Oct. 9
Nov. 1
11
1969
Jan, 16
Jan. 21
Jan. 22
Jan. 23
Jan. 24
Jan. 25
45,876
50,698
35,652
35,051
34,088
40,080
42,833
59,404
40,367
36,971
32,133
31,139
92,836
61,690
42,755
30,529
39,284
47,894
34,053
34,105
56,283
33,104
30,697
46,678
30,598
33,161
33,632
35,473
34,910
39,136
50,959
51,117
40,106
45,285
46,667
37,595
32,479
39,478
70,587
30,765
40,649
44,337
87,396
43,957
31,062
121
133
97
100
91
113
123
160
107
102
95
80
246
159
112
81
104
132
110
96
153
85
89
126
58
54
58
65
61
71
103
107
77
97
111
89
81
108
201
74
109
123
244
122
87
240
411
140
158
204
145
129
203
134
146
239
134
353
338
222
164
162
209
175
221
290
147
195
160
68
63
65
72
72
86
144
133
119
115
222
105
143
161
370
422
169
159
557
296
231
14 Ch
14 Ch
6 Ch
6 Ch
5 Ch
6 Ch
7 Ch
10 Ch
5 Ch
6 Ch
6 Ch
6 Ch
25 CH
7 Ch
7 Ch
7 Ch
7 Ch
12 Ch
7 Ch
10 Ch
10 Ch
5 Ch
4 Ch
6 Ch
5 DF
5 DF
5 DF
5 DF
5 Ds
5 Ds
8 SF
5 G
5 Ds
5 Ch
10 Ch
4 Ch
6 Ch
6 Ch
20 Ch
18 Ch
12 Ch
10 Ch
20 Ch
10 Ch
10 Ch
0.068
0.062
0.042
0.024
0.034
0.054
0.060
0.160
0.072
0.04
0.06
0.08
0.25
0.13
0.12
0.06
0.07
0.14
0.12
0.12
0.12
0.10
0.07
0.07
0.01
0.02
0.01
0.02
0.06
0.03
0.03
D.03
).03
D.06
0.05
0.05
0.05
0.14
0.12
0.17
0.18
0.14
0.25
0.22
0.16
-------
312
FIGURE
MAXIMUM
ACTIVATED
CARBON
USAGE
SOUTH
FILTRATION
PLANT
WATER
958
1968
USAGE
OF DAYS
OVER
30,000
800
MAX
MAX
SHO
700
600
500
< 25
400
305
300
O
200
100
1968
965
1958
I960
YEAR
WATER ft
SEWERS
DEPARTMENT OF
OF WATER
BUREAU
OF CHICAGO
JANUARY 31.1969
-------
313
TABLE I
ANNUAL CONSUMPTION OF ACTIVATED CARBON
COAGULANTS (ALUM FERROUS SULFATE), AND CHLORINE
1958
JANUARY 31, 1969
YEAR
ACTIVATED CARBON
TOTAL #
#/MG
COAGULANTS
TOTAL if
#/MG
CHLORINE
TOTAL #
#/MG
TOTAL WATER
TREATED
(MIL GAL)
1958
2,762,540
22
13,705,336
108
2,172,687
16.9
127,478,9
1959
3,035,509
23
14,259,529
108
1,982,719
14.9
131,988,6
1960
2,727,005
21
14,104,178
106
2,545,043
18.9
133,198.4
1961
2,632,923
21
16,088,039
126
2,461,640
19.3
127,603.5
1962
2,865,541
21
15,520,647
117
2,573,491
19.3
132,993.5
1963
3,194,443
23
16,509,311
118
2,898,487
20.7
139,993.5
1964
3,766,446
27
14,627,505
104
3,046,756
21.6
141,096.0
1965
3,094,606
23
14,279,870
104
2,797,986
20.4
136,894.8
1966
4,678,661
33
16,445,820
116
3,518,720
24.8
142,083.8
1967
4,455,273
32
15,778,872
112
3,388,261
24.0
141,106.9
1968
4,876,309
33
15,907,820
109
3,215,810 21.3
146,166.0
JAN.
1969
538,793
48
1,125,284
100
182,652
16.1
11,247.0
TOTAL
38,628,049
168,352,211
30,694,252
1,511,850.9
AVERAGE
3,486,286
26
15,194,243
111
2,770,239
20.3
136,488-6
-------
-------
TABLE 1-3
SUMMARY OF COSTS: ACTIVATED CARBON,
COAGULANTS (ALUM, FERROUS SULFATE) AND CHLORINE
315
1958
JANUARY 31, 1969
YEAR
1958
1959
1960
1961
1962
1963
1964
1965
1966
19S7
1968
JAN. 1969
TOTAL
ACTIVATED CARBON
TOTAL
COAGULANTS
CHLORINE
215,723.57
237,432.07
213,435.65
206,742.88
230,698.90
253,981.84
296,684.97
243,q55.45
361,^22.18
368,5113.81
415,789.00
48,114.00
3,091,794.32
1.69
1.80
1.60
1.62
1,74
1.82
2.10
1.78
2.54
2.61
2.86
231,346.94
253,823,36
329,818.94
281,796.83
274,973.31
304,475.38
272,187.75
268,806.52
303,788.28
293.547.31
304,206.00
20,662.00
3,139,432.62
1.81
1.92
1.80
2.21
2.07
2.17
1.93
1.96
2.14
2.08
2.07
105,098.08
96,308.97
121,546.69
117,688.60
120,121.66
129,379.43
140,934.75
122,776.01
162,470.73
167,047.76
146,122.00
8,530.00
1,438,024.68
0.82
0.73
0.91
0.92
0.90
0.93
1.00
0.90
1,14
1.18
1.00
TOTAL WATER
TREATED
MIL GAL
127,478.9
131,988.6
133,198.4
127,603.5
132,993.5
139,993.5
141,096.0
136,894.8
142,083.8
141,106.9
146,186.0
11,247.0
1,511,870.9
AVERAGE
279,043.81
2.05
283,252.04
2.07
129,785,62
0.95
138,000.0
TABLE 1-4
CONTRACT PRICES PER TON
CENTRAL AND SOUTH FILTRATION PLANTS
1958
JANUARY 31, 1969
YEAR
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968
40.84
40.86
40.96
41.35
40.79
41.30
39.95
40.55
41.85
43,45
$156.18
156.44
156.53
157.04
161.01
159.01
157.24
156.70
156.70
166.60
178.00
CHLORINE
$96.74
97.15
95.54
95.62
92.94
89.27
92.24
83.20
95.20
97.20
93.40
-------
16
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TER
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av
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River
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detrimental
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contains
life.
aquatic
-------
-------
-------
-------
356
-------
356-A
Excerpts
From
CHAPTER
MUNICIPAL
CODE
CITY
CHICAGO
Pertaining
PlRBOR
POLLUTION
CHICAGO
CITY
RICHARD J.
DALEY,
Mayor
CHICAGO
THE
PORT
DEPT.
Navy Pter
Offices
Executive
60611
CHICAGO, ILLINOIS
1. 1968
January
-------
356-B
The City of Chicago is most proud of its long record of accomplishments
with regard to preventing pollution of Lake Michigan, and thereby preserving in
large measure the future of this valuable resource for water supply, a prime source
of recreation in the Midwest, and Chicago's most important physical asset. Because
of its location on the shores of Lake Michigan, at the junction of the St. Lawrence
Seaway and Illinois-Mississippi inland waterway, the City of Chicago has been
and will continue to be vitally concerned with and influenced by water manage-
ment activities.
In support of these objectives, it shall be the policy of the City of Chicago
that pollution of Lake Michigan will not be tolerated. Regulations designed to
support this policy have been prepared, and the administration and enforcement
of these controls will be of prime concern to appropriate City agencies.
The Federal Government, the states bordering on the Great Lakes and the
City of Chicago have taken positive action in establishing programs for the preven-
tion, regulation and abatement of water pollution, bacterial, chemical and physical,
and including solid waste emanating from municipalities and industries bordering
the shore of Lake Michigan. The provisions of the Municipal Code of Chicago,
State and Federal Regulations and Statutes, all prohibit the fouling of the waters
of Lake Michigan, and
pollution c
enforcement of provisions designed to prevent
waters
harbors
Chicago
vessels, both foreign and
domestic, private and commercial, as well as pleasure craft, and land extensions
which contribute to the pollution of Lake Michigan, are judged to be essential
in order to preserve the health, welfare and safety of citizens of Chicago and all
residents of the Great Lakes Region.
The following regulations are established in accordance with the provisions
of Chapter 38, Sections 8, 9 and 10 of the Municipal Code, the enforcement of
which rests with the Director, Department of the Port of Chicago.
Definitions as Stipulated in Paragraph #38-1 of Chicago's Munici
pal Code.
Chicago Harbor.
The harbor shall consist of the Chicago River and its branches to
their respective sources and all slips adjacent to and connecting there-
with,
Ogden Canal,
Calumet River and
branches and
connecting therewith, the waters of Lake Calumet and
and basins connected therewith and all piers, breakwaters, and permanent
structures therein, the Drainage Canal and all piers and basins, and the
waters of Lake Michigan, including all breakwaters, piers, and permanent
structures therein, for a distance of three miles from the shore between
the north and south lines of the city extended, to the extent that the
above-named waterways are within the territorial limits of the city.
Lake Michigan waters at Chicago.
This shall in
as from 1
ded. the Calum
waters of Lake Michigan f
betw
th
d its branch
of the cil
connecting
-------
356-C
therewith.
waters of Lake
Calumet
and
all
basins
connected therewith, to the extent that the above-named waterways are
within the territorial limits of the city.
River Waters.
branches
their
all
and
therewith,
sources
connecting
Ogden C
heD
to the
extent that the above-
d waterway
territorial limits
of the city.
Navigable streams regulated.
hich is or can b
Any public stream
mad
blef
merce. Th
he mnsd
f the
d S
f Eng
Commercial vessels.
hip op
Any vessel, b
commercial ca
her commercial purp
Pleasure craft.
Any
her recreational purp
water
ruismg
Vessels of Local, State and Federal Agencies.
Any vessel, boat or ship publicly owned and operated by a local munici
pality, the State of Illinois or the U.S. Government.
Pollution.
disch
strial
wastes,
wastes
hich may deplete th
gan
form
may
depo
contain
floating solid
hich may
ghtly
ppearance on th
materials d
mental
ORDINANCE
BE IT ORDAINED
Y THE CITY COUNCIL OF THE CITY OF CHICAGO
SECTION
The Municipal Code of Chicago is amended by striking the
existing Section 38-9 and inserting in lieu thereof a new Section 38-9 to read as
follows:
38-9
dump, p
dep
penni
thrown, dumped, p
d or deposited any p
defined in
31-2.1
Cod
fuse, filth, putrid
y garbag
holesom
y toilet or head
contents
basin, or gr
margin or b
or w
-------
356-D
into the waters of the harbor. Discharge of any of the aforementioned
within the radius of four miles of any domestic raw water
pollutants
intake is further expressly prohibited."
SEC
Municipal Cod
f Chicag
ded
dding
^^^^^^^^
g new Section 38-9.1 to read tis f
ows:
In addition to the pollutants enumerated
38-9.1.
in Section 38-9 afore-
said, no operator of any vessel,
craft, floats
shall dis-
motor boat
charge, dump or deposit into the harbor any fuel,
solid or liquid, or the
contents of any ballast tank, bilge tank or other
receptacle capable of
causing pollution of waters."
SECTION
The Municipal
Code of Chicago is amended by adding the
following new Section 38-9.2 to read as follows:
"38-9.2.
All vessels, crafts, floats and motor boats equipped with toilets,
heads, urinals, or capable of discharging galley wastes which have not
been discharged through a grease trap or grease interceptor, or solid or
liquid waste from shipboard
hospital facilities,
shall
be equipped with
a waste retention tank or approved type and capacity to store such waste
material for subsequent disposal at a shoreside facility."
SECTION 4
Municipal Cod
f Chicag
ded
dding
g new Section 38-9.3
d as f
ows:
38-9.3
hod of
ystem
d complying
d Regu
Establishing Water Quality C
Lak
Michigan as set by
he Illinois Sanitary W
d may be permissible on vessels, craf
peratmg in h
r waters in lieu
m not meetmg
ds of
Illinois Sanitary W
Board shall be d
ected in a retention tank while such vessel, craft, floats or motor
t is loca
d or operating within the harbor of Chicago. All such
h pumps and pip
prop
discharged
wastes
connection
water line to
hore-b
SECTION 5.
The Municipal Code of Chicago is amended by striking Section
38-10 in its entirety and inserting in lieu thereof the following new Section 38-10:
38-10. The Port Director shall have the authority to promulgate rules
and regulatioas necessary to the effective control of harbor pollution.
Any p
f Sections 38-8
38-9,
38-9.1. 38-9
d 38-9.3
hallb
d not less than $50.00
00.00
such
continuance
violation
parate off
constitute a
SECTION 6
r its
d due pub
passag
-------
-------
-------
-------
-------
-------
-------
363
-------
3 63-A
GUIDELINES
ACCEPTA
ILITY
RETENTION
TANK
EQUIPMENT
CHICAGO
HARBOR
POLLUTION
CODE
CITY OF CHICAGO
RICHARD J. DALEY, Mayor
DEPT. OF THE PORT OF CHICAGO
Executive Offices
&r
Navy Pier
CHICAGO, ILLINOIS 60611
May 1,
-------
3&3-B
PREAMBLE
d Ch
Harb
ded
h Fed
d S
mpiy
relati
Lak
Michig
g to water q
mak
essence, waste
an over-
d d
hare
rnuit h
discharge)
gthe W
outli
edinSW
the Illi-
ocum
ry Water B
d. Th
d as a result, diffi
devices. F
tre
solution
would
utilize
holding
hdreside disp
gnated
kef
f Chicag
In order that boat owners and operators may equip
their vessels with proper facilities, the attached guide-
lines have been prepared. They are designed to cover
holding devices with or without recirculation features.
It is the intention of these rules
that the contents of
disch
ged
holding
d be f
able
utilizi
devices
containers
h as plastic bags
containers, etc.. are
would be in
law
f disposed
to han-
de disp
quipp
these containers.
idelines are i
to describe
Wh
att
fd
ptab
he d
individual, unsure
f wheth
res to
by
ptable, m
use is
from
of
606
Navy P
-------
CHICAGO HARBOR POLLUTION CODE
GUIDELINES FOR JUDGING
THE ACCEPTABILITY OF RETENTION
TANK EQUIPMENT
holding tanks and
te retention
They shall be constructed of a rigid material and if
adequately
baffled.
gallon
capacity
over
Units, utilizing a receptacle consisting of a plMtic
or other easily compressed
treated paper,
bag,
folding material, intended to be disposable, will not
be approved, and their use is prohibited.0
Materials used, including hose connections, shall be
action of chemicals
of resisting corrosive
capable
intended for use in connection therewith,
and the
waste material to be deposited therein, as well as the
corrosive action of fresh and/or salt water.
Materials used, including hose connections, shall be
durable and structurally sound enough to withstand
normal stress incident to installation, and operation
of a vessel such as vibration, pitch, roll, shock, tem-
perature and such other conditions of use normally
encountered in watercraft operation.
and method of fabrication or con-
Material used,
struction of the tank, should be such as to prevent
the leakage of its contents and
the escape of any
except through the necessary
therefrom,
gases
vent.
The tank outlet should be located in the bottom
gned so that the comp
assured.
draining of the tank mav b
Tanks requiring venting, to the exterior of the ves-
sel, of gases accumulated in the tank, and to facili-
tate emptying of the tank by suction pump-out de-
vices shall have the vent so located as to minimize
the inboard return of odors and shall be so installed
and designed as to prevent the intake of water into
the tank through the air vent.b
-------
363-D
Disposal
receptacles
contents
into the waterways arc in violation of the Munici-
pal Code, and the shore disposal facilities are not
designed to accommodate such materials.
Special attention may be required for sailboats
special
operations
since
By-pass fittings, mechanical or functional, by which
an operator can selectively discharge untreated sew-
age into the waterway, shall provide positive closure
and provisions for sealing by the attachment of a
fastener which cannot be removed without evidence
thereof.
The retention device shall be non-portable, except
hereinafter
specified,
vessels
shall
equipped with the necessary pipes and fittings con-
veniently
located
shore
suction
pump-out
based facilities.
Fittings intended for use in emptying holding and
retention tank devices shall be designed to receive
an insert tube capable of friction fit in the inside
inch N.P.S.
diameter of a
Schedule 40 pipe.
fitting
Sad
shall.
addition.
designed,
con-
structed, and/or equipped to assure a liquid tight
closure during normal operation of the watercraft,
afford no obstruction to the flow of sewage, shall be
cleanable, and shall when necessary be designed to
prevent the discharge of static electricity.
Fittings
intended for use in emptying holding and retention
tanks shall be permanently and legibly marked with
detachable,
"WASTE.
word
cover
hallb
cover
Portable
tanks
permissible
shall
be
retention
(Coast
Class
and
Class
boats
Guard
power
Classification, i.e. not exceeding 26 feet)
and sail-
considerations
hull
boats
where
and
shape
space
precludes the use of non-portable facilities as speci-
fied in section 8. Tn this case, the detachable com-
of sufficient
partment shall be
capacity
retain
the wastes for shore disposal, and shall not be de-
signed with the intent of being disposable.
-------
R. A. Pavia
Thank
you. Mr.
Pavia.
MR. STEIN:
comments
questions?
there
Are
any
statement.
excellent
Thank
for
very
you
always
and
Mr. Vaughn
have
been
Mr. Pavia
very
coopera
efforts. and
pollution
control
the
water
with
tive
and
the
Water
without
Sewer
it is
think
fair
say
Michigan.
the
end
Lake
least
lower
Department,
the
far
ahead in
getting
this
wouldn
certainly
they
have
provided
going, because
pollution
program
the
data
deal
which
good
impetus
and
the
lot
base
the
case.
MR. KLASSEN: This. Mr. Chairman, concludes
add
want
Just
Illinois presentation. However, I
the
reports» while
they
excellent
two
that
these
pre
were
back
that is
really in
members, the
staff
sented
man
Commissioner
here.
recognize is
want
of these
just
and
Department
water
Chicago
the
Jardine
James
Sewers.
you. Jim.
Thank
MR. STEIN:
Thank
MR.
KLASSEN:
you
stand
will
this
point
MR. STEIN:
o f clock.
until
recessed
for
lunch
(Whereupon,
o ! clock
12:30
p .m. ,
taken.)
luncheon
recess
was
U.S. GOVERNMENT PRINTING OFFICE : 1M9 Q—353-396
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