Dr. Fronczak. First of all, I want to congratulate the commission
and engineers on the excellent report published in the document issued
last March. It shows a most thorough study, and also shows
that, notwithstanding statements made this morning, there is greater
contamination below than above—at least more contamination. But
there is one thing forgotten by the engineers in this report apparently
that Capt. Norton has mentioned—that the surface drainage
is not considered. I do not believe any city is justified in turning
raw sewage into any stream of that kind. But even if we do treat
sewage that way, we will still have an immense amount of surface
drainage from contaminated streams.
Mr. Powell. You mean outside of the cities?
Dr. Fronczak. No, not outside; and that surface drainage will
have to be considered all the time; in other words, no matter what is
done about the disposal of sewage, you still must purify the water
after it gets to the mains for drinking purposes. In Buffalo we have
most excellent results; and I want to place in the record of the
commission the fact that the use of chlorine gas has considerably
reduced the number of typhoid cases in Buffalo. Last year, 1915,
shows that, notwithstanding the fact that Buffalo was larger and
more populous than ever before, we had fewer cases of typhoid fever
than ever before in the history of the department of health. We
had fewer deaths from typhoid in Buffalo last year than at any time
in the history of the department. We had this year, from January
1 to June 20, only 61 cases of typhoid in Buffalo, and only 16 deaths,
which is so low that the United States Government, the New York
State department of health, and the scientific societies have complimented
the city on the results attained, and this was due to the purification
of the water supply by chlorine gas; and that is a thing that
must be considered all the time on the question of pollution of these
streams, not only the removal of the solids, the sterilization, or the
removal of as much pollution as is possible, but the removal of danger
of contamination from surface drainage. Incidentally I might state
that since August, 1914, when the chlorine gas was used in Buffalo,
the total number of bacteria, which, I believe, have run into thousands
day after day in Buffalo, have fallen as low as four per hundred
centimeters; and while in former years we had colon bacilli in
the water, since 1914 to date only on one single day did we find colon
bacilli. So that shows conclusively that the use of chlorine gas, the
way we are using it, renders the water more safe, and that this will
have to be considered in connection with the pollution of these streams.
Mr. Tawney. When did you commence the use of chlorine gas?
Dr. Fronczak. August, 1914.
Mr. Tawney. Two years?
Dr. Fronczak. Yes; only on one single day in all this time did we
find colon bacilli where we formerly found it repeatedly, and the
death rate of Buffalo for typhoid fever to-day is below 10 per
100,000 population. The fall has been so steady the last five years,
and especially within two years, that the State department of health
sent congratulations to the mayor of Buffalo and to the department.
Mr. Powell. What was your death rate before?
Dr. Fronczak. Seventeen, 19, 25; last year it was below 10. It is
growing less all the time, and Buffalo is a growing city.
Mr. Tawney. Were there any other changes made in your system to
which any part of this could be attributed?
Dr. Fronczak. Yes; the new tunnel. With the construction of the
tunnel we found a difference, and the fly exterminator contributed
some. But the use of chlorine gas is the best investment Buffalo has
made for the reduction of death rate that I know of.
Capt. Norton. We started using water from the new intake in
January, 1912, but it was not used entirely. There was some water
used from the old intake. For 1912, 1913, and 1914 the death rate
was 13½ per 100,000, and for the 10 years previous to the opening of
the new intake it was 24½. So that we had a reduction prior to the
introduction of chlorine gas of 12 per 100,000, and last year it was
10, and this year it is below that.
Mr. Tawney. You can not attribute the favorable result entirely
to the use of chlorine gas?
Capt. Norton. Two things. The other is getting into the best
thread of the current, which was done on the advice of Mr. George
Fuller, and that worked out well; and one of the points I tried to
bring out before your commission—that where you had the thread of
the current, which was apparently pure, compared with the remainder
of the stream, perhaps the average condition over the whole
thread of the current would impose somewhat of a hardship on the
city of Buffalo in the way of reduction of 90 per cent which you
propose here, which seems to me too high.
Dr. Fronczak. I would like to place some figures before the commission
as to the death rate in Buffalo, as follows:
| Total number of deaths for 1915 |
6,853 |
| Total number of cases of typhoid fever for 1915 |
259 |
| Total number of deaths from typhoid fever in 1915 |
46 |
| Total number of deaths January to May, inclusive, 1916 |
[1]3,374 |
| Total number of typhoid cases to June 20 |
61 |
| Total number of deaths January to May, inclusive |
16 |
Mr. Seelbach. I refer you to a journal published by the Society of
Economic Industry, of London, England, dated June, 1915, a lecture
given by J. Grossman on the disposal of sewage sludge. The article
is very long, and I will quote the following:
It is to be hoped that draining this enormous waste of material which should
go back to the land, and which represents a value of at least £2,000,000 per
annum in this country, will not continue indefinitely, and that it will be recognized
that sewage sludge is a national asset which should be dealt with by the
Government in the interest of agriculture, to which a cheap and inefficient
manure will be of incalculable benefit.
Mr. Perkins. I will call attention to a statement by the commissioner
of health of Chicago, Ill., that “For the 10-year period preceding
the opening of the tunnel the typhoid rate was 57.9 per
100,000, and after the opening of the tunnel it was reduced to 5.39
per 100,000. I believe not only the drainage canal but the introduction
of chlorine gas had an effect on that.” This is from the remarks
of John Dill Robertson, commissioner of health of Chicago, Ill.,
published in the Congressional Record. Here it is a question of
international boundary streams; but what is there so sacred or so
holy about international streams that they are different from the
Mississippi River, where they encourage the introduction of all the
Chicago sewage and everything into the river? There are millions
of inhabitants on that river who take that water for drinking purposes,
where here we are expected to spend two or three millions for
sewage treatment, for the benefit of whom? On the American side
they have the chlorine proposition, which has reduced the death rate
of Niagara Falls. Here you have investigated the proposition years
ago, before the chlorine gas was available for the sterilization of
the water, and it is said we must decide on spending $3,000,000 of
money to avoid pollution of Niagara River. It is entirely unnecessary.
Mr. Powell. Can something practical come out of this? If you
have a scheme to submit, put it on paper.
Mr. Perkins. Inasmuch as all drinking water can be supplied
from Lake Erie, for various purposes, that is a solution in itself.
We have already a solution.
Mr. Powell. Tell us what the cost of the trunk main is going to be.
Mr. Perkins. Merely a few thousand dollars.
Mr. Powell. Down to Niagara?
Mr. Perkins. Through to Tonawanda, on this side; and this
water-pipe line becomes the means for the distribution of a greater
city, with its suburbs, which must have water anyhow.
Mr. Powell. I doubt very much if $50,000 would dig your ditch.
Mr. Perkins. I am simply talking of the main; I am not talking
about the Canadian side; but I said $50,000 or $100,000 would carry
the necessary water main for Tonawanda, or even as far as Niagara
Falls, depending, of course, upon its size, providing for the future
needs.
Mr. Powell. We want facts, not the imagination.
Mr. Perkins. The engineers could state this better; but it would
be a mere bagatelle as compared with $3,000,000 for the sewage treatment
necessary, and then the river water would not be desirable for
drinking purposes.
Mr. Gardner. Could Prof. Phelps make a statement in regard to
the cooperation we are seeking and the desirability of it, and also
what the gist of the reference is. It should be fresh in our minds
before we talk ourselves.
Mr. Powell. We have had it from Capt. Norton and the others.
Ask the authorities of Buffalo city exactly what they want. Do
they want a postponement of the hearing; and if so, how long?
Mr. Kreinheder. How long would it take your engineer to make
this study?
Mr. Powell. Your engineers are working with them. They collaborated
on this.
Capt. Norton. The work the city did was in furnishing the information
and discussing the differences here. We had a good many
talks over the local conditions and getting such ideas as they had.
There was no work done by the department of public works on the
report further than a discussion in this way.
Mr. Powell. And it takes a much shorter time to revise than it
would to work out the scheme in the first instance.
Capt. Norton. I do not suppose you would care to have us work
out another plan?
Mr. Tawney. I was going to suggest that it might not be necessary
to have a further hearing, as I understand Capt. Norton and
Mr. Hill. What they contemplate doing is employing sanitary
experts or engineers to go over this matter and consider such modifications
as were suggested by Capt. Norton this morning, and their
conclusions could be submitted to us in the form of a report to us
without any further hearing. As I understand it the city of Buffalo
does not wish to have any more hearings, but they wish to submit
some considerations based upon reports from sanitary engineers.
Capt. Norton. That would be my engineering idea, and in connection
with that suggestion it would occur to me that the other cities
might join in an examination of that kind, so that we could have
their ideas.
Dr. Clark. I am not able to speak for the council of Tonawanda
or North Tonawanda, but I think that suggestion is a very good
one, and they might cooperate in that.
Mr. Powell. Mr. Hill, you and the commissioner of public works
were authorized to speak for the city in that regard.
Mr. Hill. I believe we were, informally.
Mr. Powell. The only point is that we have been so long over this
there will be a good deal of criticism in regard to it. Now, we want
a matter of hard and fast business. We do not want to hurry you
at all, but to have some definite understanding.
Mr. Hill. In regard to that, after Mr. Tawney made some remarks
to Capt. Norton, I thought perhaps I should say, speaking
for myself, and indirectly for the council, I would not want it understood,
so far as I am concerned, that we are committing ourselves
to a possible modification of the plan that has been suggested.
Mr. Tawney. It is not so understood by me or anybody else. I
used that merely as an illustration.
Mr. Hill. I wanted to avoid any possible misunderstanding.
Mr. George Clinton, Jr. The last remarks made brought to my
attention something that has been running through my mind during
this hearing, and that is that it might be of some assistance if the
city officials clearly understood the scope of this investigation. I
have no doubt perhaps they might, but I confess I have not been
able to get it clearly.
Mr. Tawney. We were just going to call on Prof. Phelps, our
consulting engineer, to make a statement.
Mr. George Clinton, Jr. I wish to ask one question in regard to
it, and I will be through. The sanitary experts of the commission
have determined that the city pollutes the water of the Niagara
River by the discharge of sewage, and they have recommended certain
means of stopping that pollution. Now, is not the province of
this commission to determine the result that is to be obtained—that
is, the cessation of that pollution—leaving it to the city authorities
to determine the means of putting a stop to it, with the advice
merely of the commission? Is that statement correct?
Mr. Tawney. Not exactly, as I understand it.
Mr. Powell. That has been my idea all along, but that is not the
idea of the majority of the commission. My idea is that we should
demand or ask for certain results. As to how those results are to be
brought about, leave it entirely to the judgment of the municipalities.
But we have gone further than that and have had the methods
investigated.
Mr. Magrath. This is merely to show they are practical.
Mr. Tawney. The second clause of the reference clearly indicates
that the two Governments expect the commission, in its final report,
to recommend to them what remedies are advisable or necessary to
prevent the pollution which we found existed in contravention of the
treaty. The second clause of the reference reads:
In what way or manner, whether by the construction and operation of suitable
drainage canals or plants at convenient points or otherwise, is it possible and
advisable to remedy or prevent the pollution of these waters, and by what means
or arrangement can the proper construction or operation of remedial or preventive
works, or a system or method of rendering those waters sanitary and
suitable for domestic and other uses be best secured and maintained in order
to insure the adequate protection and development of all interests involved on
both sides of the boundary, and to fulfill the obligations undertaken in Article IV
of the waterways treaty of January 11, 1909, between the United States and
Great Britain, in which it is agreed that the waters therein defined as boundary
waters and waters flowing across the boundary shall not be polluted on either
side to the injury of health or property on the other?
So that we must not only determine the effect of the pollution, but
we must also recommend a remedy, and in order to recommend a
remedy we have had these investigations made by the engineers and
studied the problems.
Mr. George Clinton, Jr. I had construed that as requiring a recommendation
that was merely advisory.
Mr. Tawney. That is right; it is advisory and not mandatory.
That is for the Governments to determine after we render our advisory
judgment. It is then for the Governments to say whether that
advisory judgment should be executed.
Mr. Hill. Answering the question of the commissioners as to the
time the city may require to make this report which has been suggested,
we would say six months.
Mr. Mignault. Do you suggest that we hold another hearing in the
city of Buffalo?
Mr. Hill. No; we acquiesce in the suggestion of Mr. Tawney in
that respect.
Mr. Gardner. Prof. Phelps, we have a few minutes left before
recess, and the commission will be glad to hear any statement you
may desire to make.
Prof. Phelps. Mr. Chairman, my suggestions are contained in this
progress report, and I can only in the briefest way allude to the main
features for the purpose of summarizing the whole matter and, perhaps,
clarifying the present status as I see it.
When the commission met last in Buffalo, about a year and a half
ago, it had arrived at the conclusion, based upon what is possibly
the most elaborate investigation of stream-pollution conditions ever
made, that the Niagara River, in common with other frontier rivers,
was being polluted in contravention of certain treaty rights. At that
time the commission had had suggested to it by its engineers the
proposition that it should prepare plans and make recommendations
to the cities. The commission had not acted upon that recommendation,
but had it under consideration. The cities were heard at that
time, and the city engineer of Buffalo stated that it was the duty of
the commission to make the first definite suggestion rather than to
ask the city what it proposed to do on the mere statement of the fact
of pollution.
The commission undertook thereafter the investigation of which
you have just received the final report. It was not the purpose in
making this investigation to attempt to determine the most feasible
plan of remedy; it was merely the purpose to determine a feasible
plan, a plan which, in the opinion of the engineer, would satisfy the
requirements of the commission and would serve as a suitable remedy,
under the terms of the treaty and the reference, for the conditions
which the commission had found to exist. It seemed satisfactory to
us if we could determine, as a result of the comparatively brief survey,
a single suitable solution of this problem. In the search for such
a solution many alternative plans were naturally investigated. I
think the commissioner is a little mistaken in his suggestion made
here that six alternative plans have been presented to the city for consideration.
We have in fact presented all the facts and figures in
connection with our studies, but definite recommendations along a
single specific line are made.
Mr. Powell. That simply means that you consider six schemes.
Prof. Phelps. Yes, sir; and selected from those six the one that
seemed to us the most advisable. We do not pretend that this rather
brief engineering study is a sufficiently complete one for the city’s
needs. We do not doubt that, with the fuller engineering studies
which will be necessary on their part before any plans are adopted,
they will be able to arrive at even more satisfactory results than we
have reached. The progress of sewage purification is so rapid that
since the beginning of this investigation processes have been developed
that look to-day most promising, and which may, before we
arrive at any final conclusion in this matter, demonstrate a very great
saving in expense. These things we have had in mind and have fully
considered, but our purpose has been to show that at a certain definite
figure the city can accomplish the results desired by the commission
and by the two Governments.
In order to accomplish that result the commission first felt it necessary
to interpret the terms of the reference, which were somewhat
indefinite. It is stated in the reference and also in the treaty that
the waters shall not be polluted on either side of the line to the injury
of health or property on the other side.
Mr. Magrath. May I interrupt you to inquire if that international
burden is greater than the ordinary national burden?
Prof. Phelps. It is not so great; no, sir.
Mr. Magrath. I thought you might bring that out.
Prof. Phelps. It was not so simple to determine just what——
Mr. Powell. Pardon me. You say that the burdens imposed by
the treaty on communities like the city of Buffalo are not so great as
the law of the United States or the law of Canada would impose upon
these communities. Is that what you mean?
Prof. Phelps. No, sir. May I return to that point later? I was
about to say that it was not self-evident in the terms of the treaty
and the reference just how much pollution could be permitted without
permanent and definite injury to the health and property of those
on the other side. It was necessary to seek advice upon that point,
and it seems to me that that point is the only one susceptible of any
difference of opinion. It must be understood, in the first place, that
rivers of this sort can not be maintained in their pristine purity.
They must serve for the natural drainage of populous areas, and they
must be polluted to a greater or less extent. Furthermore, the city
sewage can be treated to almost any condition desired. We can make
drinking water out of it if we want to, but the cost would be prohibitive.
We can purify it to any degree varying from mere screening up to the
drinking-water standard.
Now, how much pollution shall we permit in these rivers—how
much ought we to permit, considering the economic aspect of the
situation, and also to comply with the obligations of the treaty?
Upon this point the commission sought the best engineering advice
available, and obtained a definite statement of a limiting standard
of purity beyond which it was deemed unwise to go for drinking-water
supplies.
Now, there is no question here of using these supplies in their raw
state; it is assumed to be the duty of all cities using these rivers to
purify them to the best of their ability. It was only proposed that
the rivers should not be polluted beyond a fit condition for further
purification for domestic purposes. It is the most moderate and
conservative standard that we can possibly propose.
Having arrived at this point of departure with respect to a standard,
which is capable of some flexibility, and is, after all, only an
opinion, the remainder of the work was purely an engineering study
of the means necessary to accomplish the desired results. Those
means, as I have stated, we have studied in some detail. We are
satisfied that our figures are correct. We are satisfied that the city
can do what has been recommended to the commission within the
estimated cost. As I have stated, we believe they can do it for less
money. The progress of sewage purification and the necessary additional
engineering studies will undoubtedly bring about further
economies. We are content, however, to rest upon the figures given.
We believe that those figures are a reasonable and justifiable burden
to impose upon this city.
Now, as to the standard itself. That is, of course, open to discussion.
It may be too severe. The city of Niagara Falls seems to be
quite content to purify this water as it is to-day. Other cities are
not. There are upon record several cases of water filters or purification
plants, treating water worse than our proposed standard, which
have on occasions failed. The best engineering devices fail at times,
and the water filter, or a sterilization plant, is at most a fallible
engineering device. It is fairly satisfactory, but at times it fails,
and it is our duty as sanitarians to provide a raw water for treatment
at such plants of a character which will not impose too much of a
burden upon the water plant, which will not reduce the margin of
safety below a reasonable point.
We had all these matters in mind in fixing the standard alluded
to, and if any further discussion is desired as to the reasonableness
of that standard, we shall, of course, welcome it.
Capt. Norton’s suggestion this morning that instead of considering
the entire cross section, we should consider the fact that the water
is naturally better in some strips than it is in others, seemed to me
to be a point well taken. Of course that is not a matter that we can
deal with in figures. The only way we could handle the matter in
figures was to assume that the sewage was mixed throughout the
cross section, and it is shown in the report that that is probably the
most extreme assumption. It gives us the worst water, because if
it is not mixed throughout the cross section, then there are necessarily
better and worse streaks than the average, and the better streaks
would be available for a source of water supply. On the other hand,
the flow of water in streams or lines is a matter which is not capable
of definite engineering study. It is a matter which can be discovered
only by experimental work on the river, and it is a matter upon which
we do not dare to place too much reliance. There are in most rivers
changes in the channels, in the drift of the current as effected by the
direction of the wind; then various elevations and rates of flow
modify the drifts to a certain extent. So I think we should be a
little cautious in assuming that there are available at all times
streaks of water better than the average. I do not doubt that there
are in most cases just such conditions.
Mr. Tawney. Prof. Phelps, are these purer streaks, as you call
them, continuous or liable to change?
Prof. Phelps. They follow, in general, lines parallel to the river
channel. As the river channel bends, if there is a heavy pollution on
one shore, it tends to keep on that shore. The farther downstream
we go the less definite become these stratifications.
Mr. Tawney. But these purer streams that Mr. Norton spoke of?
Prof. Phelps. They follow too. The whole flow tends to be in
parallel lines. Between here and Niagara Falls there is very definite
evidence that the pollution tends to hug the shore and the water in
the center of the river remains for the most part relatively purer.
Below the Falls, in the gorge and the whirlpool, there is a complete
mixing, so that with respect to the water supply below that point
we would have to accept an average mixture.
Now, in answer to Mr. Magrath’s question regarding these standards
from an international viewpoint and the question of how much
pollution crosses the boundary waters, I would say that the standards
are much less severe than they would be if we had to consider the
local situation. On the other hand, Mr. Powell mentioned the national
laws. The State and National laws are very weak in our
country, as is evidenced by the present situation, so that our international
requirements as contained in these standards are more
stringent than existing laws, but if a proper law against stream
pollution, or any standards such as the commission is considering,
were adopted by the Federal Government the local requirements
would be more excessive than the international requirements. The
pollution, in any event, tends to keep on the same side of the stream.
That is, it does not cross the boundary in any such concentration as
exists along the shore of its origin.
The question has been raised here and seems to have been left a
little bit in doubt as to whether the recommendations and particular
devices of this report shall be mandatory. My personal opinion is
that in general they should not. If the city wishes to take advantage
of any of the newer processes of sewage purification and can save
money thereby, we say Godspeed. We want you to do it. The
commission wants to accomplish and is obliged to accomplish certain
things, and it wants to see those things accomplished in the
most economical manner. On the other hand, I think the gentleman
who last raised this question had in mind the proposed drainage
canal. That would, of course, accomplish all that is desired so far
as the Niagara River is concerned. The commission is obliged to
look beyond that, however, and if it is not satisfied that that remedy
would accomplish all that should be accomplished as regards Lake
Ontario, and if it is also convinced, as has been recommended, that
that remedy will not be a satisfactory one from the point of view of
the citizens of New York State, then I do not think that the commission
would feel justified in accepting that as an alternative, even
though it seemed more desirable for this immediate locality.
Mr. Tawney. What have you to suggest about the pollution from
surface drainage which has been discussed here this morning and
which it is claimed your report does not deal with?
Prof. Phelps. I recall that Capt. Norton raised that point at our
last hearing, and I have been unable to see that it is of very serious
significance. There are two distinct classes of drainage which come
under that classification, and I have no doubt Capt. Norton has
them both in mind. First, there is the drainage of the rural community
about here, and it is undoubtedly the fact that the little
streams and brooks which flow into the river in this region in times
of bad weather contain a great deal of surface wash and are undoubtedly
highly polluted. Capt. Norton mentioned that specifically
at the last hearing in this city. Then, there is the second class—the
run-off during storms. It is an obvious source of pollution. In regard
to the first matter, consideration of the populations existing in
these rural regions in comparison with the populations of the cities
will show, just from the point of view of the human population and
human pollution, that their total effect must be rather small. The
effect of animal pollution, while it is undesirable and places a load
upon water filters, can be dismissed as regards direct effect upon
public health and the quality of drinking waters.
The most serious aspect is the storm-water overflow from the city
sewers. There is a very serious and heavy pollution, and in the
present state of our knowledge it seems to me is one that we have
just got to let pass.
I do not quite agree with Capt. Norton, if I understood him correctly,
that the maximum condition of pollution during heavy storms
fixes the limits or should in any way modify our limits of pollution.
This is a thing added to all the rest. If we have a certain amount of
sewage coming in we have something added in time of storm. That
something may be a large thing, but it does not occur very many
times in the year. Our computations show the actual amount of
sewage discharged in storm overflow during the year to be but a very
few per cent. It surely is our duty to cut off the main source of
pollution from the public sewers, even though we do have to ignore
this storm wash which we admit is serious at times.
Capt. Norton. If I may interrupt on that one point, I had that
in mind, especially in connection with the threads of the currents
which gave us the pure and impure waters, and that largely entered
into the element of pollution at times.
Prof. Phelps. Your thought is that the storm flow tends to mix
those streams more than they would naturally be mixed?
Capt. Norton. No; but that was one of the elements that would
give us the average. Some of the elements of our street washing
from our sewers was confined largely to the shore line and did not
reach any thorough admixture.
Prof. Phelps. In making these averages we used our best ingenuity
to get a fair average from the analytical results. It is, of course,
a difficult matter, and my only satisfaction in thinking that these
averages are anywhere near correct is the fact that after the detailed
study to which they were submitted they seemed to agree very well
among themselves and as between the various cities. The pollution
per capita of population in the Niagara River agreed very well
indeed with that in the Detroit River, and I think, on the whole, by
averaging the many thousands of analyses we were able to arrive at
a fair statement. But you will recall that the individual figures did
vary enormously. I have no doubt that the analytical results included
a certain amount of this storm wash, and that the degree of
purification which we have asked for will not probably bring down
the result quite as low as we would figure. On the other hand, I
do not think that the additional pollution due to storm wash is
many per cent of the total and its significance is certainly not in proportion
to its amount. I believe that is all I have to say, Mr.
Chairman.
Mr. Tawney. Is there anyone present from Tonawanda or North
Tonawanda? Lackawanna, I understand, was represented here this
morning. Perhaps the representative of the State board of health,
Mr. Chairman, will have something to say this afternoon.
Dr. Clark. Is there any particular question you wanted to ask
with reference to Tonawanda or North Tonawanda?
Mr. Tawney. We wanted to know if the suggestions made in the
report are satisfactory?
Dr. Clark. I do not know whether they have any representative
here or not.
Mr. Tawney. They were notified, and they can not complain that
the commission did not give them an opportunity to be heard.
Dr. Clark. You spoke about the chlorination of water. I think
one of the most remarkable instances of reduction of typhoid fever
in treating water with chlorine gas was manifested in the city of
Lockport. Getting water from the same source for the 12 months
before they used the chlorination process they had 53 cases of typhoid
fever, and in the 7 months after chlorination of the water in
the following year they had 3 cases. The Tonawanda, North Tonawanda,
and Lockport intakes are all in practically the same thread
of water.
Mr. Tawney. What effect has chlorination upon the potability of
the water?
Dr. Clark. There is a difference of opinion with regard to that.
A great many people in Buffalo complained of the chlorine tasting
in the water before the chlorine was ever put into it. After it was
put in they did not complain. Dr. Fronczak received dozens of
letters asking that they stop using chlorine when there was no chlorine
whatever being used. The amount of chlorine that is necessary
to destroy pathogenic life can not be tasted.
Speaking of this surface-water drainage I think that is a question
that applies more largely and more directly to smaller communities.
It is well known that in some of the rural communities there have
occurred some of the greatest typhoid-fever epidemics that we have
ever had. In Plymouth, Pa., there occurred one of the greatest
typhoid-fever epidemics that the world has ever seen. A little trout
stream was contaminated by a patient that came in there. The discharges
were simply not disinfected by the physician or the nurse,
but were thrown out upon the ground, and when the spring rains
came a serious epidemic occurred. An epidemic through surface
contamination occurred at Ithaca. I think it applies more to rural
communities. The State Department of Health of New York
has recommended the chlorination process, and I think it has been
proven beyond any peradventure that if the apparatus is carefully
watched and the proper amount of gas is liberated into the water
it is almost a sure preventive of typhoid fever, but an apparatus
such as is manufactured now becomes corrupted to a certain extent,
and unless cylinders are provided for weighing the chlorine you
can not rely on the automatic weighing. Through the North Tonawanda
intake recently we had quite a number of cases of typhoid
fever, and by positive demonstration we discovered that they were
using less than half the amount of chlorine they were supposed to
use because the treating apparatus did not work.
Mr. Tawney. The State Board of Health of New York has had this
report of the consulting sanitary engineer now for some two months
for study. Have you given any study to the problems that are discussed
in that report?
Dr. Clark. That would be a matter beyond my jurisdiction. It
would be taken up entirely by the engineer division of the department
at Albany.
Mr. Tawney. Do you know whether or not they have studied those
problems?
Dr. Clark. Located here, I have charge of five counties in western
New York. I represent the department locally, but I am not connected
very much with the Albany office.
Mr. Powell. Prof. Phelps, I would like to have you bring out
clearly before the gentlemen present the object and policy in making
your studies. It was not with the idea, I presume, of imposing on
the city of Buffalo or the city of Detroit any particular system, but
it was to show to both communities that the result you thought advisable
could be worked out at a certain cost, and if they could work
them out more cheaply than that it is not your purpose to interfere
with them. Was that your idea?
Prof. Phelps. Yes, sir.
Mr. Powell. That is one object. The other was in the capacity
of an adviser to point out some feasible method by which it can be
done if they choose to adopt it, and I understand you to say that they
might, by further study, reduce the cost or make changes in particular
features of the scheme which might be more feasible than
even the scheme which you have recommended?
Prof. Phelps. Yes, sir.
(Thereupon, at 1 o’clock p. m., the commission took a recess until
3 o’clock p. m.)
AFTER RECESS.
The commission reconvened at the expiration of the recess.
Mr. Tawney. Gentlemen, the principal purpose of the session this
afternoon is to afford an opportunity to the representatives of any
of the cities and towns in the vicinity of Buffalo that were not
present this morning to appear at this time and be heard in their
own behalf with respect to the report of the consulting engineers.
Tonawanda and North Tonawanda are two of the principal towns,
I believe, that were not represented this morning. Is there anyone
now present representing those communities? If there is no one to
be heard, I do not know of anything further.
It is the wish of the commission to have a conference before leaving
Buffalo, if possible, with the mayor and the members of the city
council on this subject, with a view to seeing just what can be done
to facilitate the matter of their considering and reporting to the
commission their views with respect to the remedies that are proposed
by our consulting engineer. I understand that they are engaged
officially this afternoon in the council chamber.
(Upon the arrival from the council chamber of the members of the
city council the commission went into executive session.)
International Joint Commission,
Detroit, Mich., Monday, June 26, 1916.
The commission met at 10 o’clock a. m.
Mr. Gardner presided.
Mr. Gardner. Gentlemen, in calling this meeting to order I think
I can truly say that the International Joint Commission obtain as
much pleasure in coming here to Detroit at this time as it is possible
for any body of men to receive that are engaged in trying to analyze
and work out to a practical solution a question of the nature of the
one that brings us here. We are especially glad because of the good
spirit that has been manifested by the people of Detroit and this community
in times gone by.
As you know, the two Governments referred to this commission for
determination the question as to whether or not the boundary waters
or waters flowing across the boundary were being polluted in contravention
of the treaty, in which they agreed that the waters on
neither side of the line should be polluted to the injury of health or
property on the other. The commission in determining the first
question of the reference employed that eminent bacteriologist, Dr.
Allen J. McLaughlin, who made the investigations. Early in 1914
the commission issued a progress report in which it was very clearly
set forth that the waters along some portions of the boundary were
being seriously and grossly polluted. Following that the commission
employed Prof. Earle B. Phelps in reference to the second part
of the reference, which requires this commission to report to the two
Governments—
In what way or manner, whether by the construction and operation of suitable
drainage canals or plants at convenient points or otherwise, is it possible
and advisable to remedy or prevent the pollution of these waters, and by what
means or arrangement can the proper construction or operation of remedial
or preventive works, or a system or method of rendering these waters sanitary
and suitable for domestic and other uses, be best secured and maintained in
order to secure the adequate protection and development of all interests involved
on both sides of the boundary, and to fill the obligations undertaken in
Article IV of the waterways treaty of January 11, 1909, between the United
States and Great Britain, in which it is agreed that the waters therein defined
as boundary waters and waters flowing across the boundary shall not be
polluted on either side to the injury of health or property on the other.
Prof. Phelps completed his work some two months ago, and
copies of the report have been submitted to the authorities of the city
of Detroit and the other municipalities involved in this investigation.
The commission thought it advisable, before issuing its final
report to the two Governments, to come here and have a conference
with you to see in what way, if any, there is going to be any serious
disagreement in regard to the projects submitted by Prof. Phelps. I
say projects, because he has submitted in five different methods or
plans his ideas as to how this result can be best obtained. We have
come here this morning with the expectation that you will take up
these several projects and discuss them with the commission to show
wherein, if in any way, we differ and whether or not such differences
can be reconciled.
Before proceeding with the discussion of these several projects I
will ask the secretary to read the call for the meeting.
(The secretaries then read the notice of the meeting to be held at
Detroit which was sent to interested municipalities and officials in
the United States and Canada, together with copies of the report of
the consulting sanitary engineer of the commission, and also the list
of municipalities and officials to whom said notice and report were
sent.
The notice and list are as follows:)
NOTICE.
May 15, 1916.
Dear Sir: I have the honor to inform you that the International Joint Commission
of the United States and Canada will meet at Detroit on the 26th day of
June, beginning at 10 a. m., for the purpose of finally hearing those interested
upon the question of remedies for the pollution of boundary waters. You are
cordially invited to be present, together with your engineers, appropriate heads
of municipal departments, and any others who may be interested.
I have sent you under separate cover several copies of the report of the commission’s
consulting sanitary engineer upon remedial measures, and have also
sent a copy to your clerk. I will be glad to supply additional copies if desired.
Will you kindly acknowledge receipt of this letter and the copies of the report.
Through the courtesy of the city of Detroit the hearing will be held in the
Detroit city hall.
Very respectfully,
—— ——, Secretary.
MUNICIPALITIES AND OFFICIALS TO WHOM NOTICE WAS SENT.
- The mayor, Detroit, Mich.
- The mayor, Port Huron, Mich.
- The mayor, St. Clair, Mich.
- The mayor, Marine City, Mich.
- The mayor, Algonac, Mich.
- The mayor, River Rouge, Mich.
- The mayor, Ford City, Mich.
- The mayor, Ecorse, Mich.
- The mayor, Wyandotte, Mich.
- The mayor, Trenton, Mich.
- The Boards of Health of the States of New York, Ohio, and Michigan.
- The Lake Carriers’ Association.
- The mayor, Sarnia, Ontario.
- The mayor, Amherstburg, Ontario.
- The mayor, Windsor, Ontario.
- The mayor, Ojibway, Ontario.
- The mayor, Mooretown, Ontario.
- The mayor, Corunna, Ontario.
- The Dominion Marine Association.
- The Canadian Pacific Railway Co.
(The chairman specifically mentioning each municipality in the
above list, called for the names of persons appearing in their
behalf, as well as the names of any others who desired to enter an
appearance, and the following appearances were announced:)
APPEARANCES.
Prof. Earle B. Phelps, Washington, D. C., United States Public
Health Service, consulting sanitary engineer of the commission.
H. C. McRae, Baltimore, Md., assistant to Prof. Phelps.
Leslie C. Frank, Washington, D. C., United States Public Health
Service, representing the Federal Health Service in relation to
steamboat pollution.
Dr. J. W. S. McCullough, Toronto, Canada, Provincial Board of
Health of Ontario.
F. A. Dallyn, Toronto, Canada, sanitary engineer, Provincial
Board of Health of Ontario.
W. J. Stewart, Ottawa, chief hydrographer of Canada.
Hon. Oscar B. Marx, Detroit, Mich., mayor.
Edward D. Rich, Detroit, Mich., State sanitary engineer.
James W. Follin, Detroit, Mich., assistant to the State sanitary
engineer.
E. L. Waterman, Detroit, Mich., assistant to the State sanitary
engineer.
George H. Fenkell, Detroit, Mich., Department of Public Works
of Detroit.
Clarence W. Hubbell, consulting engineer, of Detroit.
John F. McKinlay, Detroit, Mich., secretary Detroit Board of
Health.
Henry Vaughan, Detroit, Mich., epidemiologist, Detroit Board of
Health.
R. U. Pryer, director of laboratories, Detroit Board of Health.
Dr. William H. Price, Detroit, Mich., health officer, Detroit.
Col. William Livingstone, Detroit, Mich., representing the Great
Lakes Carriers’ Association.
Morris Knowles, of Pittsburgh, Pa., representing the Great Lakes
Carriers’ Association.
A. H. Dittoe, chief engineer, Ohio State Board of Health, representing
State Board of Health of Ohio and also the Great Lakes
Pure Water Association.
Francis King, K. C., Kingston, Ontario, representing the Dominion
Marine Association.
Alexander Adams, Ecorse, Mich.
Russell A. Murdock, C. E., Ecorse, Mich.
Mason L. Brown, River Rouge, Mich.
William G. Perry, Ford City, Mich.
Dr. W. Lambert, Wyandotte, Mich., mayor.
H. L. Blomshield, C. E., Trenton, Mich.
Max Jennings, St. Clair, Mich., mayor.
W. M. Barron, superintendent of waterworks, St. Clair, Mich.
Prof. C. L. Weil, C. E., St. Clair, Mich.
William Wollatt, Walkerville, Ontario, president Essex Border
Utilities Commission, representing Ford City, Walkerville, Windsor,
Sandwich, Sandwich West, and Ojibway, Ontario.
C. J. Montrieul, Ford City, Ontario, mayor.
A. W. Jackson, Windsor, Ontario, mayor.
M. E. Brian, Windsor, Ontario, city engineer.
Adolph Sloman, Detroit, Mich.
Mr. Fenkell. Mr. Chairman, we were notified of the meeting
to-day, but we had no notice of the time at which the meeting would
be held.
Mr. Tawney. The notice that was sent to the mayor stated that
the meeting would be held at 10 o’clock a. m.
Mr. Fenkell. The mayor had been out of the city for several
days, and about a week ago he came home sick. He has been ill
in bed ever since. He hopes to be at the city hall some time to-day
if possible. He intended to be here at the beginning of your meeting,
and his absence is accounted for by his sickness.
Mr. Tawney. Well, he has relied, I presume, for his information
upon the studies of those problems that were made by yourself and
your assistants, has he not?
Mr. Fenkell. I may say that Mr. Hubbell’s report was turned
over to the printers as soon as received. A copy of my letter transmitting
the same to the council and the summary in his report were
printed in the council proceedings. We have not received printed
copies of his report yet. Mr. Hubbell, the engineer who made our
investigation, told me this morning that he hoped to have copies by
noon.
Mr. Tawney. Is Mr. Hubbell here?
Mr. Fenkell. He is not here. He will be here some time this
morning. He came in and asked me what time the meeting would
be held, and I told him that I had not heard, and he went out. That
was about half an hour ago.
Mr. Gardner. What time do you use here, eastern or central time?
Mr. Fenkell. We use eastern time. I sent notices to the members
of the board of health, the health officer, the sanitary engineer, members
of the board of water commissioners, their secretary and general
superintendent, the common council, members of the committee on
health and city hospitals, members of the committee on sewers, Mr.
Hubbell, and perhaps others. I told them of the meeting to be held
to-day, but I did not state any time. Very likely a notice giving
the time of the meeting at 10 o’clock was received in my office, but I
do not remember seeing it. It is probably an oversight on my part.
Mr. Tawney. Mr. Rich, before beginning the hearings the commission
would like to know what the relation of the State is to the
public health and the sewage question of the city of Detroit. Has
the State board of health supreme control?
Mr. Rich. That, Mr. Commissioner, is set forth in a law known as
act 98 of the public acts of 1913, of which I think we furnished you a
copy some two years ago.
Mr. Tawney. When we were here before?
Mr. Rich. Yes. As we understand it, that gives the State board
of health authority to order whatever changes may be deemed necessary
in any water in the State for purposes of public health.
Mr. Tawney. Has that authority been questioned heretofore by
the city of Detroit?
Mr. Rich. Not in court. I do not know whether it has elsewhere
or not.
Mr. Tawney. Mayor Marx, have you any information on that subject?
Mr. Marx. I do not recall any.
Mr. Rich. The matter of Highland Park was involved to some
extent, but that has been settled.
Mr. Tawney. So up to the present time under the existing law the
State board of health has the power to order any remedial measures
that it may deem necessary to protect the public health?
Mr. Rich. That is the way we understand the law, and that was
the intention when it was passed. It has not been definitely tested
in court yet.
Mr. Tawney. At the suggestion of the chair we will proceed to
hear the representatives of the State of Michigan with respect to the
remedies that are proposed by the consulting sanitary engineer of
the commission. It is our understanding, Mr. Rich, that your office
has been giving considerable attention and study to the various alternative
plans proposed by the consulting sanitary engineer of the
commission. I think it would be advisable to hear the representatives
of the State first.
Mr. Rich. Mr. Chairman and gentlemen of the commission, I
regret to say that we have not given the alternative plans very much
consideration. We have not had the report long enough to be able
to do so. It seems to me that the function of the office which I represent
is to judge not so much the economical features that arise with
respect to the various questions coming before us as the sanitary
features, although we are always glad to give the municipalities what
assistance we can in the economical solution of their problems. But
we understand that the law first contemplates our passing upon the
plans from the sanitary standpoint and giving our opinion as to
whether or not they will produce the results desired, with perhaps
not very much regard to the cost, although as engineers we could
hardly pass by that important feature as a matter of conscience.
We have been very much interested in the studies being made, and,
in fact, have done quite a little in the way of investigation ourselves
since the termination of the work of this commission. We have in
progress now a report of our studies of the municipalities below
Detroit, having for its object the determination of the factors entering
into the production of the abnormal typhoid death rate which
has existed for a number of years. A careful study has been made
of each particular case so far as we were able to find it.
Mr. Powell. How long before your report will be printed?
Mr. Rich. Probably two or three months. After that we expect to
proceed to remedial measures at once; that is, the different municipalities
will probably be called before the State board of health for
a hearing, giving them a chance to express their opinion as to what
should be done and what they are willing to do; and if they are not
willing to do anything, or if they seem to be too slow, undoubtedly
the State board of health would set a time within which they must
conform to its orders. That has been done to some extent already
with the city of Monroe, and proceedings are going forward as rapidly
as we could expect there for a purified water supply. Some
steps are being taken looking to the treatment of sewage. We hope
that similar results may be obtained in the other municipalities below
Detroit.
Mr. Powell. Have you adopted any standard for purification of
sewage?
Mr. Rich. We feel that we are indebted to this commission for a
very fine determination of that point, and I might say that we are
practically relying upon that entirely.
Mr. Powell. Then you agree with us in that?
Mr. Rich. We have accepted the views of your consulting engineers
almost entirely. We feel that it was very wise indeed.
Mr. Tawney. Have you gone sufficiently into the proposed remedies
for sewage disposal to enable you to express any opinion whatever
with respect to the efficiency of the remedies proposed by our
consulting engineer?
Mr. Rich. In a general way; yes. From what we have been able
to learn with regard to the proposition for screening sewage and
afterwards treating it with a disinfectant we would not feel sufficient
confidence in that to recommend it. The other methods proposed
we would concur in. We concur in the judgment of the engineers
with reference to the methods, but regarding the particular
location of plants we are unable to express our opinion at the present
time owing to the fact that we have not gone into that as carefully
as we would like to do. In fact, I hardly think we would have
time to go into it enough to feel sufficiently justified in expressing a
very definite opinion as to the particular location of plants; in other
words, as to the economics of the question, but we do feel like approving
fully the views of Prof. Phelps, Mr. Hubbell, and Mr. McRae
in these matters. I think they will agree with me that screening is
hardly to be relied upon.
Mr. Tawney. Have you given any consideration to the proposed
consolidation of the various villages around Detroit into one general
or Detroit metropolitan sanitary district?
Mr. Rich. I have given some personal thought to it, but there have
been no steps taken as yet looking toward a special investigation of
that matter. I am very much interested in it. I am at the present
time very much in favor of a thorough study as to the feasibility of
such an organization. I believe it is the only feasible solution of the
whole problem.
Mr. Tawney. From an economical standpoint, do you think it
would be advantageous both to the city and to the surrounding
municipalities?
Mr. Rich. I do, yes; and I think it would be advantageous from
every standpoint.
Mr. Tawney. Are you conducting your studies, then, with reference
to the consolidated sewage district suggested by the consulting
sanitary engineer?
Mr. Rich. No; we are not. We have not gotten as far ahead as
that yet. We are simply studying the present condition, and whatever
we recommend will probably be of such a nature that no great
amount of money would be lost if consolidation should be effected
later, but it would be more immediately available for the alleviation
of existing conditions.
Mr. Tawney. Are you contemplating any improvement in the
matter of sewage disposal for the city of Detroit independent of
any recommendations of this commission?
Mr. Rich. No; we are not.
Mr. Tawney. Have you made any bacteriological examination of
the waters of the Detroit River independent of the examination which
was made by our bacteriologists?
Mr. Rich. We have made some this summer in connection with
the water as it is supplied to the other municipalities, not making a
study of the river as a river, but, taking it as it comes through the
means of these municipalities below, we have made some studies.
Mr. Tawney. How does your examination compare with the examination
of the cross sections of the river made by our bacteriologists?
Mr. Rich. They could not be compared, because all the water that
is taken from these intakes comes from a single point in the river.
We have not taken any samples in the river any more than last year
we took some few samples from the western end of Lake Erie which
coincided in a general way with the findings of the bacteriologists
of this commission, except that our samples were taken at other
points and showed what might be expected from theirs.
Mr. Tawney. As the chief State sanitary engineer, what would
you say, Mr. Rich, as to the thoroughness and completeness of the
work of the consulting engineers in their study of the problems that
are involved here in the city of Detroit?
Mr. Rich. I think it has been very fine, indeed. I do not believe
I could speak too enthusiastically upon that point. I am very much
pleased, indeed, with the results obtained and the way in which the
work was done, and that especially in connection with Mr. Hubbell’s
work on the part of the city. It is a fine thing.
Mr. Magrath. You feel that we were justified in undertaking the
work?
Mr. Rich. I do, indeed; and I think it is a great contribution to
the future as indicating the way in which such problems ought to be
attacked and worked out.
Mr. Powell. Have you given any consideration to the disposal
of the sludge that would be the result of screening and sedimentation?
Mr. Rich. Not any more than our general reading of the subject.
We have not made any studies of local conditions. Sludge obtained
from fine screening would probably need to be disposed of by incineration
or else taken to a long distance from the city and buried; but
probably that would be too much for the city of Detroit.
Mr. Powell. The city of London has installed, and the city of
Glasgow, Scotland, was about to install when the war broke out, a
system which makes it a decided success from an economical standpoint.
They produce a lot of chemicals from the sludge. You have
not given any attention to that?
Mr. Rich. You do not know what they produce?
Mr. Powell. Yes; some of the things they produce are gasoline,
carbolic acid, and a pitch. I think there are nine by-products that
they dispose of.
Mr. Rich. No; I am not familiar with the details of that.
Mr. Tawney. I understand you to say, Mr. Rich, that, while you
have read the different alternative plans or remedies proposed by
our consulting sanitary engineer, you have not given them sufficient
study to determine what, in your judgment, would be the most desirable
and the most economical in practice?
Mr. Rich. No; I do not think so.
Mr. Tawney. You do not desire to express an opinion on either
one of them?
Mr. Rich. Only that I think we would be justified in saying that
we believe the tankage method, followed by sterilization, would be
superior to screening methods.
Mr. Mignault. That is, you prefer the process of sedimentation
to that of fine screening?
Mr. Rich. That is it. That is as far as we would feel justified in
going.
Mr. Tawney. Have you any opinion to express as to whether
there should be one hour or two hours of sedimentation?
Mr. Rich. No. I think that would depend considerably upon the
character of the sewage. We have made no tests whatever of the
time required for the Detroit sewage. In fact, we have made no
tests of any sort on the Detroit sewage.
Mr. Tawney. Have any of your assistants anything to offer independent
of what you have set forth?
Mr. Rich. The two men who made the actual studies down the
stream from here are present, and if you would like to hear from
them at this time or at a future time they will be available. Mr.
Follin had charge of the field work in the investigation at Ford
City, Wyandotte, and Trenton.
Mr. Follin. Mr. Chairman and gentlemen, the survey which Mr.
Rich has explained to you and which Mr. Waterman and I made at
Ford City, Wyandotte, and Trenton, was made primarily to determine
the conditions existing in connection with the high typhoid
death rate in those communities and to determine what should be
done to remedy those conditions. I have here a digest of the work
as we planned it and carried it on which I will go over with you.
The necessity for these surveys was shown by the high typhoid death
rates in these communities.
Mr. Tawnet. What were those death rates?
Mr. Follin. They are given in this statement which I will read:
A sanitary survey in the villages of Ford and Trenton and in the city of
Wyandotte has recently been made by E. L. Waterman and J. W. Follin under
the direction of the State sanitary engineer and by authorization of the State
board of health. The necessity for such surveys was shown by a study of the
typhoid fever death rates in these communities. This study disclosed the
following facts:
In Ford the average death rate during the period of 1904-1915, inclusive,
was 364.5; the maximum was 849, occurring in 1907; the minimum was 126,
occurring in 1908.
In Wyandotte the average death rate during the period of 1900-1915, inclusive,
was 87.2; the maximum was 144, occurring in 1913; the minimum was
12, occurring in 1911.
For Trenton the average death rate during the period 1904-1915, inclusive,
was 94.8; the maximum was 243, occurring in 1913; the minimum was 0,
occurring in 1905, 1910, 1912, and 1914.
The objects of these surveys were to determine in each community—
1. The general sanitary condition.
2. The quality of both private and public water supplies.
3. The adequacy of present sewerage systems and the extent of their use.
4. The amount of typhoid fever and probable reasons for its presence.
The surveys were begun on February 15 and completed on May 1, 1916. They
were carried on simultaneously in each community. Frequent bacteriological
tests on the public and private supplies were made, the location of existing
sewers was determined, also the number and character of connections to them,
the history of the typhoid-fever cases occurring during 1914, 1915, and the first
four months of 1916 was ascertained. A study of the data collected shows that
the following conditions exist:
The village of Ford obtains its water supply from the Detroit River through
an intake located at the harbor line. This water is supplied to the consumers
without treatment. A 12-inch and 42-inch sewer empty into the river above
this intake and a 36-inch sewer discharges at a point some distance below. A
private sewer from the industrial plant of the Michigan Alkali Co. discharges
into the river at a point about 50 feet downstream from the water intake. Float
measurements made at a time when a southeast wind was blowing showed that
the effluent from this sewer was undoubtedly carried past the water intake.
The results of bacteriological analyses on the village water showed that it was
badly contaminated at all times and at no time fit for drinking purposes. The
histories of typhoid-fever cases in Ford showed that in practically all cases the
infection was obtained from the village water supply. There was a remarkable
absence of secondary or contact cases. The general use of outside closets
which discharge into the sewer, but which are not provided with flushing
devices, is to be deplored.
The city of Wyandotte obtains its public water supply from the Detroit River,
the intake pipes extending out a distance of approximately 150 feet from the
shore. In March, 1914, hypochlorite of lime treatment of the water was begun.
Our bacteriological analyses show that out of 35 tests the treated water was
satisfactory in only 15 instances, or 43 per cent of the time. The city sewerage
system has four points of outlet—all into the river, but at points below the
water intake. Many of the connections to the sewers are of the same nonflushing,
outside closet type that is prevalent in Ford. The typhoid-fever case histories
all point to the city water supply as the probable source of infection. There are
a few private water supplies which are obtained from wells. An examination
of these supplies shows that most of them are uncontaminated at present.
The village of Trenton gets its water supply from the Detroit River, the
intake pipes extending out about 200 feet from the shore line. This water is
supplied to the consumers without treatment. Bacteriological examinations
show that this water is polluted at all times and absolutely unfit for drinking
purposes. There are many private wells in Trenton and nearly all of them
show sewage contamination. This is probably due to the fact that there is no
general sewerage system in the village and consequently outdoor privies are
common. Where plumbing has been installed the sewage is carried to open
drains in most cases, where direct connection to the river is not feasible. There
are 20 private sewers emptying into the river above the water intake, and the
village authorities have recently decided to add a public sewer to this number.
General sanitary conditions in the village are exceedingly poor and the village
authorities seem very unconcerned when these conditions are called to their
attention. The study of the typhoid-fever cases occurring in Trenton during
1914 and 1915 shows that a majority of the cases are due to the polluted public
water supply, but that some may be attributed to general insanitary conditions,
such as open drains, outside privies, and polluted well supplies.
REMEDIAL MEASURES.
Filtration of the public water supplies is necessary in all these localities.
It is advisable to install intercepting sewers in Fort which will carry all sewage
to a point near the southern boundary of the village where a treatment plant
consisting of Imhoff tanks followed by chlorination should be installed. This
will protect the Ford water supply from contamination by sewage from the village
and also lighten the load on the Wyandotte water filtration plant. Better
raw water can be secured at Wyandotte and Ford by the extension of the
intake pipes into the river channel. The best location for the intakes can only
be determined by a careful investigation of the quality of the water at different
points in the cross section.
At Trenton filtration of the public water supply and a general sewerage system
which will properly sewer the entire village and carry the sewage to a
point well below the water intake are the essential measures immediately necessary
for the proper safeguarding of the public health. As Trenton is the
farthermost downstream community of importance, we do not feel that a treatment
plant is necessary at the present time. However, we shall insist on a
design for the sewerage system which will contemplate treatment of the sewage
should such treatment become necessary in the future.
Below Trenton on the Michigan side of the river we have only one
city of any size; in fact, only one community which takes its water
supply from water which is affected by the Detroit River. That is
the city of Monroe, of about 7,500 people. It is situated on the River
Raisin, which obtains its water from the western end of Lake Erie.
The studies made by the engineers of this commission have disclosed
the fact that the sewage of the Detroit River contaminates the
waters of Lake Erie to a point as far as the islands which separate
that portion of the lake from the rest of Lake Erie.
Mr. Tawney. How many miles is it?
Mr. Follin. I do not know exactly.
Mr. Tawney. About 18 miles, is it not?
Mr. Follin. It is probably a little farther than that. Last summer
we made an investigation with respect to typhoid fever conditions
at Monroe and found that although not started by the city
water, the city water then did spread an epidemic of typhoid fever
in the town. We made some investigation of the waters immediately
in the western end of the lake next to their waterworks intake and
found that they were not of sufficient quality to enable the water
there to be made fit for domestic purposes by chlorination alone. We
accordingly called a meeting of the State board of health, at which
the officials of Monroe and the officials of the Monroe Water Co., a
private company, were called in for consultation. They expressed
their willingness to go ahead and complete the filtration works for
the city. Those details are now being worked out. No definite order
was made by the board of health in that instance because it was not
deemed necessary.
So our statement that possibly the village of Trenton alone need
to immediately treat its sewage is based on our local conditions along
the Michigan shore and not on any study of conditions that might
exist on the other side. But our recommendations to them are that
their plans be so drawn that treatment works can be installed when
necessary. Trenton is now very seriously in need of the installation
of a good public water supply, and we would certainly endeavor to
hasten the time when they can have such a supply.
Mr. Tawney. All the sewage of these cities that you have mentioned
is deposited in the Detroit River in a raw state?
Mr. Follin. In a raw state; yes, sir. There is no treatment whatever.
Mr. Gardner. They are all below the city of Detroit?
Mr. Follin. They are all below Detroit.
Mr. Tawney. You are a sanitary engineer, are you not?
Mr. Follin. Yes, sir.
Mr. Tawney. You are a graduate of the State university at Ann
Arbor?
Mr. Follin. I am a graduate of the State university at Ann Arbor;
yes, sir.
Mr. Tawney. How long have you been in practice?
Mr. Follin. I have been with Mr. Rich, at Lansing, for one year
and have been graduated three years.
Mr. Tawney. Have you given any study at all to the report of
our consulting sanitary engineer in regard to remedies for the pollution
of the Detroit River?
Mr. Follin. I have given only general consideration to it in the
same way that Mr. Rich has, realizing that your problem was——
Mr. Tawney. From the study that you have given to it, what
have you to say as to the thoroughness of the work that was done?
Mr. Follin. We consider that the work has been very thoroughly
carried out, and that the recommendations made are very feasible.
Mr. Tawney. Does the State Board of Health of Michigan agree
with the sanitary experts generally that no raw sewage should be
deposited in any stream that supplies other municipalities or localities
with water for domestic and sanitary purposes?
Mr. Follin. Personally we feel very strongly that way, but we
realize that those opinions can not be forced within a very short time
onto the municipalities in Michigan; but such an ideal condition
must come slowly.
Mr. Tawney. What have you to say as to the standard of purification
recommended by the consulting engineers in this progress
report?
Mr. Follin. I do not feel that I am in a position to comment on
that, although from the little study I have given the matter I believe
it is very reasonable. I might explain one other thing. Our reason
for studying only Ford City, Wyandotte, and Trenton below Detroit
on this side of the river and not studying the river at River Rouge
and Ecorse was because the Detroit water supply is furnished to
River Rouge and Ecorse and that the river supply is first used below
Detroit at Ford City. It was our intention to first study those conditions
because they related to the purity of the water in the Detroit
River.
Mr. Powell. I understood you to say that in one of these municipalities
in which the water was treated it was found afterwards on
examination to be unfit for drinking purposes.
Mr. Follin. Yes; I did say that. During the course of our investigations
we made 35 examinations of the treated water at Wyandotte,
covering a period of several months. During that time we found only
15 of those samples to show the water fit for drinking purposes only
35 per cent of the time.
Mr. Powell. That is, after it had undergone the process of sterilization?
Mr. Follin. After it had undergone the treatment of hypochloride
of lime.
Mr. Powell. Have you figures as to the condition before it underwent
the treatment?
Mr. Follin. We have those figures. In no case was the raw water
fit for drinking purposes without treatment.
Mr. Powell. Can you give the result of your bacteriological examination?
Mr. Follin. We have a report now under preparation which will
give these figures in detail, and we hope to have that out within several
weeks.
Mr. Powell. You can not speak from memory?
Mr. Follin. Yes; the raw water was not fit.
Mr. Powell. But that is a general statement. Do you remember
how many B. coli to the cubic centimeter there were?
Mr. Follin. We have not that data with us; no, sir.
Mr. Tawney. Will your other assistant have the figures?
Mr. Rich. I would like to have Mr. Waterman speak with reference
to the attitude taken by the municipalities which we investigated.
The statement read by Mr. Follin is the advance sheet of our
report. It is the conclusions that are come to in our report. The
report will contain more than this contains, but this is a digest of
what will be the findings.
Mr. Waterman. I can not add very much to the statements which
Mr. Rich and Mr. Follin have already made, but I would like to
say something in regard to the attitude which the village and city
authorities in the places which we have investigated have taken
toward these surveys. We found that at Ford village the authorities
were very enthusiastic toward this investigation. They evidently
wanted to learn just what the conditions were, and they were
eager to get our opinions as to the means of correcting the conditions
now existing. At Wyandotte the city authorities showed
some enthusiasm, but we did not find them as enthusiastic as we
felt they should have been over an investigation of this kind. I
might say that the city of Wyandotte has been struggling with the
problem of public water supply for some eight years, and that during
that time many bacteriological examinations and chemical examinations
of the water have been made at the State board of
health laboratory, and at one time a consulting engineer was employed
to make preliminary plans for a water filtration plant; that
this proposition was defeated by a vote of the city; and that since
that time very little has been done. The only thing was the introduction
of a hypochlorite of lime treatment in March, 1914. As
already stated, our investigations showed that a hypochlorite treatment
is not adequate to give the city of Wyandotte a safe water
supply. In the village of Trenton, I am sorry to say, the attitude
of the village authorities has been more unfavorable than favorable.
They do not seem to realize the importance of improvements
in the sanitary conditions, and we have met with very little cooperation
from the authorities themselves. I think that this is about all
that I can add to the statements already made.
Mr. Gardner. Do you think there is any growing interest in this
matter?
Mr. Waterman. I should say that in Ford village and Wyandotte
there is undoubtedly a growing interest, and that among a very few
people in Trenton, that you might call thinking people, there is a
growing interest, but the general attitude is not favorable.
Mr. Gardner. They are not all thinking people.
Mr. Powell. There is one point you are clear on, and that is that
chlorination is not sufficient for the purification of the water down
there for drinking purposes?
Mr. Waterman. Yes.
Mr. Powell. It would have to be supplemented or preceded by
sedimentation or screening?
Mr. Waterman. You are speaking of the water itself?
Mr. Powell. Yes.
Mr. Waterman. We feel that filtration of the water supply is
necessary, followed by chlorination.
Mr. Tawney. Is this contamination of the waters of these various
places due to the sewage which they themselves deposit in the
water raw, or is it due to the pollution that is put in above raw,
that goes farther out in the stream?
Mr. Waterman. In the case of Ford City, I would say that the
sewage of the village itself undoubtedly contaminates an already
polluted supply, and the same is true of Trenton, although undoubtedly
the pollution which enters the river from the city of
Detroit is more or less mitigated before reaching Trenton. At Wyandotte
the sewers are all below the water intake, but the sewers
from the village of Ford are above and undoubtedly pollute that
supply.
Mr. Tawney. How far above?
Mr. Waterman. I would estimate the nearest one was about a mile
above the intake, and there are two others within a distance of 2
miles from the intake, both entering directly into the river at the
harbor or dock line——
Mr. Tawney. And the intake at Wyandotte is how far out?
Mr. Waterman. The intake at Wyandotte is approximately 150
feet out, so that whatever pollution comes in at this point 1 mile or
2 miles above would probably be diffused that distance from the
shore at least, probably more.
Mr. Mignault. What is exactly the position taken by the citizens
of Trenton?
Mr. Waterman. I do not think the citizens, as citizens, have had
very much opportunity thus far to express themselves on the question.
It is really the village authorities.
Mr. Mignault. Well, substitute in my question “the village authorities”
for “the citizens”; what position do they take exactly?
Mr. Waterman. They take the position that everything is all
right down there, and that there is no reason in the world why they
should not go on putting in sewage in the water.
Mr. Mignault. They are not impressed by the statistics which
have been read here.
Mr. Waterman. Those statistics have not yet been presented to
them.
Mr. Tawney. Nevertheless they have been informed of those
facts.
Mr. Waterman. Yes; they have been informed of the facts, and
the majority of the village council have, by their acts, shown that
they do not appreciate those statistics which have been brought to
their notice.
Mr. Mignault. What exactly were the powers of the State board
with regard to a city like Trenton, in order to compel it, if necessary,
to take the necessary measures for water purification or treatment
of sewage?
Mr. Waterman. The powers of the State board, I think, have
been outlined by Mr. Rich, and if I repeat, I am trying to repeat
what he said, that the State board has the power to order any improvements
in the sewage systems of the village necessary in the
opinion of the State board for the betterment of public health.
Mr. Mignault. No such order has been given so far?
Mr. Waterman. No. We feel, and are rather certain, that such
orders will be given, if necessary, after the completion and adoption
of our present report.
Mr. Powell. I suppose they would rather run the risk of death
than face the certainty of increased taxation.
Mr. Waterman. That seems to be the opinion, although one useful
fact has been brought out by our investigations, and that is that
the old residents of these towns and cities are, for the most part,
immune to typhoid fever. It is the newcomers who come on, usually
within six months time of taking up their residence there, who are
liable to take it.
Mr. Powell. The old ones are immune.
Mr. Waterman. They have either had it some time in the past
or have become so used to the water supply that the typhoid germs
diffused into their system do not affect them at all.
Mr. Powell. There is such a thing as being immune from it.
Mr. Waterman. I think so.
Mr. Powell. I may say, Mr. Rich, as you are aware, the commission
has had before it since August, 1914, the pollution investigation.
We have carried on two distinct pieces of work. I am not
looking for any compliments to the commission, but, as the representative
of the State of Michigan, are you willing to go on record,
first, as to the value and character of the work which we have done
under the two branches of the investigation, and, second, the diligence
and thoroughness with which both have been conducted?
Mr. Rich. I am heartily so. I believe that there has been no
previous examination of this wide character and extent carried on
anywhere—at least, none has come to my notice—and I feel that
the work of the commission has been of great value to us in our work,
not only in the specific material studied and the ground covered
but in the general principles evolved from that study. We feel that
we have been equipped with ammunition that is going to be very
useful to us.
Mr. Tawney. You mean useful throughout the State?
Mr. Rich. Yes; and for all time to come, as assisting us in formulating
our policy in a great many cases. We also feel that the investigation,
after the first study, has been very thoroughly carried
on, indeed. Mr. McRae’s studies here were prosecuted with keen
insight into the requirements of the question. As far as speed is
concerned, I do not well see how the results could have been obtained
any more promptly than they have been. The only delays that I
have been able to notice in the procedure from the start to the finish
was while the material was in the printer’s hands, and I do not see
how that could be construed as delay in the ordinary sense. There
was the unavoidable wait for the material to be placed in such shape
that it could be put before the people.
Mr. Tawney. Dr. McCullough, you represent the Province of
Ontario, which has jurisdiction along the water front, has it not?
Can you give the commission any opinion with respect to the work
of the Province in connection with the subject and water purification
on your side of the line?
Dr. McCullough. Would you like me to outline the policy of the
Province?
Mr. Tawney. Yes. We have had the policy of the State on this
side and it would be appropriate to have the policy of the Province
of Ontario on the other side.
Dr. McCullough. In the Province of Ontario the provincial board
of health has control of the establishment of waterworks and water-purification
works, sewage works, and sewage-disposal works of all
kinds. No water plant can be established by any municipality or by
any individual for public use unless the consent and approval of
the provincial board of health, to which body all plans must be
supplied, is obtained.
Mr. Gardner. How long has that condition existed?
Dr. McCullough. Since 1912; it exists in its present state since
1912. It did exist previously for some years, but not in a satisfactory
condition. No municipality can raise money on debentures
without the approval of the provincial board of health for works of
the character I have mentioned, and we have further power to force
extensions. We have also power, under certain circumstances, to
allow the municipality to establish works of this kind and raise
money without the consent of the people, and in a number of cases
that has been done.
Mr. Gardner. Without limitation?
Dr. McCullough. Without the vote of the people and without any
limitation.
Mr. Tawney. Except the exigency of the case.
Dr. McCullough. Yes; it is the policy of the board, of course,
as a rule, not to interfere in that way, but to have the people vote
on a money by-law. Now, there is another way a municipality can
establish works of utility, and that is by having a two-thirds vote
of the council. It is a sort of local improvement; that is, for extension
of sewers.
Mr. Gardner. The provincial council?
Dr. McCullough. No; the municipal council.
Mr. Tawney. Has your board recently made any surveys for the
purpose of ascertaining the conditions along the Detroit River on
your side in regard to the villages or cities located there?
Dr. McCullough. We were concerned in making the first progress
report. The Provincial Board of Health of Ontario, as you will remember,
supplied laboratories.
Mr. Tawney. You were associated with Dr. McLaughlin in that—you
and Mr. Dallyn?
Dr. McCullough. Yes.
Mr. Tawney. I thought it was well to get in the record the policy
of the provincial board.
Dr. McCullough. The policy of the provincial board is, broadly
speaking, along public-health lines. We are satisfied that the water
supplies are accountable for a good deal of disease of an intestinal
character, and it is our object to lessen the amount of pollution of
the boundary waters as much as possible and have the waters purified
as much as possible. Just recently we have been able to secure
a purification plant at Niagara, on the Lake, where there is a military
concentration camp, under an arrangement of this kind. The
municipality is bearing half the expense and the Federal Government
is bearing the other half, because it is such an important matter
from the point of view of having the troops there supplied with
good water.
Mr. Mignault. Is that water furnished to the municipality generally,
or simply to the camp?
Dr. McCullough. At Niagara-on-the-Lake it is a municipal water
supply. They simply pump it from the Niagara River and clarify
it. It requires to be very heavily chlorinated, because it is badly
polluted. Then, in addition to that, the military authorities have
provided this year a portable violet-ray plant, whereby the water
supplied for cooking and drinking purposes to the soldiers’ camp is
purified.
Mr. Mignault. That is merely for the water supplied to the
camp?
Dr. McCullough. Yes; but not that will be further improved by
the town having a filtration plant, the cost of which will be borne
jointly by the Federal Government and by the municipality.
Mr. Gardner. Do they take the water from above or below the
Falls?
Dr. McCullough. Niagara-on-the-Lake is at the mouth of the
river, away below the Falls; about 12 miles below the Falls.
Mr. Mignault. Some members of the commission had the advantage
of seeing the filtration plant at the camp last week.
Dr. McCullough. That is the violet-ray plant. It does the work
very well; but, of course, it is only a small affair.
Mr. Powell. There is filtration in connection with that?
Dr. McCullough. Oh, yes. That plant was designed by the engineer
of the provincial board of health, and by him supplied to the
military authorities.
Mr. Tawney. What is the standard of purity that your board
of health follows?
Dr. McCullough. With regard to the sewage?
Mr. Tawney. Yes; standard of purification.
Dr. McCullough. We think that, for these international waters,
there should be sedimentation and chlorination. We would be satisfied
with that.
Mr. Tawney. The standard of purification is 90°, is it not?
Dr. McCullough. The standard as to purification for water——
Mr. Tawney. I mean for sewage. What is the standard for sewage?
Dr. McCullough. I think it is something like that laid down
in the report.
Mr. Tawney. I wanted to find out if it corresponded with the
standard established by the engineers in this report.
Dr. McCullough. We would be satisfied with that; but we are not
satisfied to confine it to two areas, as proposed in the report to-day.
Mr. Tawney. Two areas?
Dr. McCullough. That is the Detroit area and the Buffalo area.
We think there are other points to which the investigation and purification
should extend.
Mr. Tawney. It should not be limited to these two areas?
Dr. McCullough. No.
Mr. Mignault. Would you kindly say at what points on the international
waterways you consider these methods should be employed?
Dr. McCullough. I think at all the points indicated in the first
progress report. In that report this commission says that the waters
are polluted to the detriment of either one or the other side. We
think the commission should stick to that, and carry along its work to
include all of these areas.
Mr. Magrath. You are just reiterating the position you took at
Washington?
Dr. McCullough. Exactly, sir.
Mr. Tawney. Mr. Dallyn, you are the chief engineer of the Provincial
Board of Health of Ontario, are you not?
Mr. Dallyn. Yes.
Mr. Dallyn. I am the provincial sanitary engineer, attached to
the Provincial Board of Health of Ontario.
Mr. Tawney. Have you anything to add to what Dr. McCullough
has said regarding the policy of the Province with respect to the
purification of sewage and water for domestic and sanitary purposes
in these boundary waters?
Mr. Dallyn. There is one matter, I think, that is worthy of further
note, and that is as to whether it would be any advantage to
either the municipalities, the Provinces, or the States, to be restricted,
as they are in the report of the commission, to a specific method of
meeting the commission’s requirements. There seems to be some
doubt as to the proper way to interpret the reference—as to whether
the commission is supposed to report some definite way in which a
standard is to be attained or whether the two Governments meant
that a prescribed standard could be reached at a reasonable expense
through at least one method. Speaking as an engineer, not as the
engineer of the Province, I would say we do not want to be hampered
by any restriction in that respect on the part of the commission. We
do need a standard of purity for sewage effluents. It is very necessary.
We can hardly advance any further without one, but we do
not want to be hampered by any particular way of arriving at any
desired result. As to whether we will adopt two hours’ sedimentation
and Imhoff tanks, or a different type of tank, and one, two, or
four hours’ sedimentation is a question that requires study for each
separate municipality. It will depend upon the character of the
local sewage. And with the developments that are taking place in
sewage disposal it is quite conceivable that half an hour’s sedimentation
may be a practical limit, with some particular type of tank.
We do not want to be tied down to two hours’ sedimentation. And
then as to the method of sterilizing the effluent, your report indicates
that bleaching powder, or liquid chlorine, will be the agents to effect
this. Possibly we will not want to be hampered by a provision as to
these. The experiments at Milwaukee indicate that a higher bacterial
removal than you are calling for on these waters can be obtained by
aeration of sewage by the activated sludge process. This method
may not be practical at all centers; it will be practical at some.
That is just the position, I think, that most of us engineers will
take with reference to your report upon remedial measures. We are
very much in sympathy with the effort toward setting a standard of
purification for these boundary waters. It is needed. Some of us
feel that the only feasible and practical way of accomplishing the desired
end is by standardizing the sewage effluent, by saying just what
percentage of matter in suspension you want removed and what bacterial
removal you want. I think the sewage treatment standards
suggested by Prof. Phelps are practical ones and will occasion very
little disputing.
Mr. Magrath. You do not want to be hindered from going as far
as possible?
Mr. Dallyn. We certainly do not, sir. As to the construction and
location of interceptors, of course, it is recognized by the engineers
that the commission has had a very difficult problem, and that, with
the time available, they have made a very valuable report as to the
feasible way of handling the question, but there are a great many
studies that will be required to be made before a municipality should
be tied down to any particular route. Your proposal may show the
natural route to utilize, but there might be difficulties in construction
which can not be anticipated, without a great deal of survey work, by
testing the substrata, finding what is below, whether sand, rock,
quicksand, or clay, which might be overcome by deviating from the
prescribed route, even though the excavation were heavier. Surveys
can not be made in a short time. I feel also that our municipalities
heretofore have not had appropriations with which to make investigation
as to whether the routes suggested by you are practicable.
The money that the commission has expended on this work, of course,
is not adequate to make a very minute survey; and when you realize
that in order to examine this report properly each of these municipalities
has to spend from $10,000 to $20,000 you realize that it is
quite a large undertaking for them to do at a very short notice. It is
work that will require probably a year to investigate. I believe that
is all I desire to say.
Mr. Powell. You mean, by further investigation, having soundings
and test pits along the route?
Mr. Dallyn. Oh, yes; and by cross sections of sewer, whether it is
cheaper to use brick, or concrete, or vitrified block. There is a good
deal of research work to be gone into before deciding upon work costing
large sums of money.
Mr. Powell. You speak of the purification of the effluent up to a
certain standard. Would you have that standard fixed without regard
to whether the effluent is flowing into a small or large stream?
Can you fix it absolutely, without regard to the size of the stream,
or the quantity of water that was in the stream to dilute it?
Mr. Dallyn. The sedimentation part of it should be fixed absolutely.
I do not see any difficulty in doing that. There appears to be
no practical or structural difficulty in requiring a certain percentage
removal, or a given number of parts per million, of residual suspended
matter. As to the number of bacteria to be removed, I think
that could be more flexible, depending entirely upon the use the
stream was to be put to, whether as a channel of commerce, or used
largely as a pleasure resort, or whether it had no particular value in
either of those spheres. We have in our Province a great deal of
trouble by reason of townships complaining against the discharge
or raw sewage, or even treated sewage, from some of the municipalities,
saying it affects cattle. It is a disputed matter, but they certainly
have the law on their side, and can compel the municipalities
to purify to a much greater extent than some of you might think
advisable.
Mr. Powell. What is the growing consensus of opinion in respect
of the purification of the effluent before allowing it to go into the
stream?
Mr. Dallyn. Well, there seem to be two schools—the school of
cranks, asking a high standard, and the conservation school, who
want to use our natural resources to the utmost extent, and who sometimes
overlook some of the changing factors which are not usually
taken into consideration. I belong to the school of cranks, as I told
you before, and I would like to see some better standard adopted
than might immediately appear necessary, as in education we require
to learn more than our vocation appears to demand when measured by
practical methods of the conservation school.
Mr. Powell. Great Britain seems to head the movement in purification
of streams.
Mr. Dallyn. They have much smaller streams.
Mr. Powell. It is a different problem, on account of the different
quantity of water in the streams.
Mr. Dallyn. They lack the water-supply problem, and have to
treat the sewage from the æsthetic point of view more than any
other. I have in mind the ability of the stream to take up the putrescible
matter, without giving out odors. In places where several
centers must utilize the same stream there must needs be a more
intense purification than where one center only enters it. With your
problem the purification as to bacterial removal will have to be some
function of the population in the congested centers. In other points,
like Sarnia and Port Huron, the bacterial degree of pollution is not
very heavy, not reaching the 500 standard Prof. Phelps recommends
as being considered a contravention of the treaty, and the function of
population does not amount to very much, so here you would have to
treat it very much better than you apparently need. As a rule, when
you use chemicals to disinfect sewage, you get no action at all until
you remove about 60 per cent. You get a 60 per cent removal or you
get nothing. It seems to be inert; and then you have to increase your
quantities till you get up to 100 per cent removal, the last 10 per cent
taking almost half as much again as the 90 per cent.
Mr. Powell. Your idea is that under no circumstances should there
be any discharge into the large or small stream without purification to
the extent of sedimentation?
Mr. Dallyn. I believe our civilization has reached a point now
where, as far as self-respect goes, we are required to separate the
gross solids from the liquid matter before discharging them into any
stream.
Mr. Tawney. Do you desire to be heard at this time, Mr. Sloman?
Mr. Sloman. Not necessarily at this time, but at such a time as is
convenient to the commission.
Mr. Tawney. Do the representatives from any of the cities on the
United States side wish to be heard before taking recess?
Mr. Brown. As the representative of the River Rouge Village, I
wish to say a word. I have also been authorized to make objections
for the village of Ford and the city of Wyandotte. My objections
have been placed before the commission by the gentleman who has
just spoken, and I think I can add nothing more to his remarks. The
objections are purely local and are engineering features, and as to
the desirability of purifying the sewage before entering into the
stream, I think all these villages are in accord, and very anxious to
do whatever is right and necessary on that. In regard to River
Rouge, I may say that we have a separate system there. We realized
what was coming some six years ago, and we provided for it, and all
we have to do now is to put in the purification plant. Our objection
in regard to River Rouge is a local one, and the engineer who has
just spoken has outlined it, and if we are not tied down to the exact
locality, as shown on your engineer’s plan, we are thoroughly satisfied.
We would rather object to the location, if we have to follow
his suggestion. We can only say that the present pumping plant
there is ample, without putting in an intercepting sewer, saving some
$20,000 odd.
Mr. Tawney. Are the municipalities you are now speaking for included
in the proposed consolidated sewage district, referred to in
this report?
Mr. Brown. They are not.
Mr. Tawney. Then the plan for sewage treatment recommended
by the consulting engineers does not apply to the municipalities you
represent?
Mr. Brown. It does. The Rouge and Wyandotte are both specifically
mentioned, and it is for those I am speaking. We are very
anxious to have this carried out. It is simply a matter of local detail.
We would like to have some changes, and we would get the
same and possibly better results and at a great saving to these cities.
In other words, we could do away with the interceptors.
Mr. Tawney. Have you any plan to suggest?
Mr. Brown. Taking the report of your engineer as it stands, it
calls for an intercepting sewer. The treatment plan is per capita,
and the maintenance the same. In looking over this report I find
there is very little difference in regard to the cost of construction and
maintaining the treatment plan for either a small population or a
large one. In other words, in the village of Ford we have three outlets,
and instead of building an intercepting sewer, tearing up all
their pavement, why could we not put in those three plants, dividing
it up, providing the figures in that report are correct? The same as
to Wyandotte. I am simply taking the report as it stands. I do not
see any necessity for an intercepting sewer.
Prof. Phelps. I may merely say, in reference to what Mr. Dallyn
has said, that it is not anticipated that we would be fortunate enough
to find in our brief survey the most feasible and the most economical
plans. There is no intention of insisting upon the plans specifically,
and if the cities and towns interested are able to save money and accomplish
the result the commission desires to accomplish, we say Godspeed.
It is results we are after. It is quite proper that the city shall
take advantage not only of their more detailed and accurate engineering
knowledge of the local situation, but also of those tremendous
improvements in sewage disposal which are going ahead so fast it is
difficult to keep track of them.
Mr. Powell. Take that particular point of treating all the sewage
at one point, or at three points; that is, having an intercepting sewer
or not having one.
Prof. Phelps. The engineer can advise him if he is correct. My
personal experience would lead me to doubt whether he can save
money by building three plants instead of one. However, if he can
save money let him do it.
Mr. Brown. I just took the statement of the report itself. It took
so much per capita and disregarded the population entirely. We have
never made an detailed figures. This came up hurriedly, and we have
nothing to suggest. We are heartily in favor of the improvements,
but in regard to the commission tying us down as to details, we would
like to know how much limit we have if we get results.
Mr. Tawney. Have you any objection to or criticism upon the
standard of purification set forth in the report, or, in other words,
have you any criticism upon the result that is to be attained with
respect to purification of water mentioned in the report?
Mr. Brown. No criticism whatsoever.
Mr. Tawney. The municipalities you represent are entirely in accord
with the report, so far as it relates to standardization?
Mr. Brown. Absolutely.
Mr. Powell. You recognize the obligation of your community to
get rid of the sewage, but you want to do it as economically as possible.
Mr. Brown. That is exactly the fact.
Mr. Powell. You do not quarrel with the onus being thrown upon
you to do it in some way?
Mr. Brown. No. All these villages seem to be very willing to do
something, and they are anxious. They know of this investigation,
and they have delayed works on that account, and they are very anxious
to do the best possible good for all.
Mr. Tawney. Your present population is 15,000?
Mr. Brown. That is the population they gave for River Rouge,
but I think it is not as large as that. I think you will find the present
population is only about half of that.
Mr. Tawney. Is there anyone here representing any of the other
municipalities on the United States side?
Mr. Adams. I am here representing Ecorse, and the council there
met and said they were in accord with the arrangement. They wanted
some system of treating the sewage, but nothing has been done at all.
The water supply there is furnished by the Detroit water board.
Mr. Tawney. The council has taken action in the matter, you say?
Mr. Adams. No; they have not taken action.
Mr. Tawney. Have they taken any action in approving or disapproving
of the report of our sanitary engineer?
Mr. Adams. They approve of the idea set forth in the report.
Mr. Tawney. With respect to the treatment of sewage and the
purification of the water?
Mr. Adams. Yes.
Mr. Tawney. Then is Mr. Murdock here?
Mr. Adams. I represent Mr. Murdock.
Mr. Tawney. Is there anything further? Do you occupy any official
position in the village?
Mr. Adams. None at all.
Mr. Tawney. Have you any information as to whether or not the
council contemplate, in the near future, proceeding with work which
they recognized as being necessary for the purpose of purifying the
sewage, and so forth?
Mr. Adams. They have not yet. They have proposed to put in
some extensions to the present system, but not purifying it.
Mr. Magrath. You understand that they anticipate looking for
certain results in the way of improvement in the treatment of the
sewage?
Mr. Adams. Yes.
Mr. Powell. You are to be congratulated, because you recognize
the obligation and propose to face it like men.
Mr. Adams. Yes; it is our opinion something should be done, and
we want it to be the best arrangement.
Mr. Tawney. Anyone here representing Trenton?
Mr. Blomshield. Yes. I would like to take it up this afternoon.
I have thought of some notes I would like to jot down.
Mr. Tawney. Mr. Jennings is here, representing the city of St.
Clair. What is your official position, if any?
Mr. Jennings. Mayor of the city of St. Clair.
Mr. Jennings. I am mayor of the city of St. Clair.
Mr. Tawney. Have you or your sanitary engineers received the
report of our consulting engineers with respect to remedying the pollution
of these waters?
Mr. Jennings. We have.
Mr. Tawney. Have you any suggestions or criticisms?
Mr. Jennings. No.
Mr. Tawney. Or any statement you would wish to make?
Mr. Jennings. I was in hopes we would have the engineer with us
to-day. He is not here. I presume he will be here this afternoon.
It has been placed in his hands, and he assured me he would be here
to present his views this afternoon. The superintendent of the electric
light and waterworks understands the situation better than I
do.
Mr. Tawney. You have had the report studied by your engineer?
Mr. Jennings. It has been placed in the hands of Mr. C. L. Weil;
he is not our engineer, but is the consulting engineer of the Diamond
Crystal Salt Works, and it may be he will be here right after lunch.
Mr. Tawney. Mr. Wollatt, you represent Walkerville?
Mr. Wollatt. In connection with the Essex Board of Utilities
Commission.
Mr. Tawney. That is for Essex County?
Mr. Wollatt. For the municipalities in Essex County, opposite
Detroit, beginning with Ford, Walkerville, Windsor, Sandwich,
Sandwich West, and Ojibway. That is running down the river.
Mr. Magrath. The extreme distance between the two points is
what?
Mr. Wollatt. Probably about 12 miles.
Mr. Gardner. Have you full jurisdiction over the whole territory?
Mr. Wollatt. This bill which I have in my hand gives the commission
complete jurisdiction. This is an act passed by the Ontario
Legislature last session. We just simply wish to report that this act
has been granted to the utilities commission, and we are getting busy.
We have a meeting this week, at which action will be taken as to
what the outcome will be of the matters under discussion. We are in
deep sympathy with the water question and the sewage matter; but
just what the utilities commission will do we can not say at the
present moment. We are not that far advanced yet, except to say, of
course, that we will have to be governed by the provincial board of
health.
Mr. Tawney. You are subject to the Ontario or Provincial Board
of Health?
Mr. Wollatt. Yes.
Mr. Tawney. Have you given any study, or have your engineers
given any study, to the report of the sanitary engineers of this
commission?
Mr. Wollatt. No; not yet.
Mr. Magrath. Have you organized yet?
Mr. Wollatt. Just last week, so far as the appointment of a chairman
and secretary; but no further organization. We will do that
this week.
Mr. Magrath. What are your purposes?
Mr. Wollatt. The bill sets out that we may construct main waterworks,
which will be a system taking in from Ford to Ojibway and
sewers in similar manner, if they are thought desirable. Whether
it will be done under this or individually the commission have not
got that far yet. We are in a preliminary stage in regard to that yet.
We thought we would come here and let you gentlemen know we are
alive to this situation, and that we have taken action in having this
bill passed.
Mr. Magrath. Your utility commission exists purely for water
problems?
Mr. Wollatt. Water and sewage. We are hoping to include other
matters later, such as town planning, and so on. That will come later.
Mr. Mignault. Is your commission already named?
Mr. Wollatt. Yes; and the commission has been appointed.
Mr. Mignault. Is the commission appointed named in the bill?
Mr. Wollatt. The municipalities are named in the bill, with
power in the municipality to name their commissioners, the mayors
being ex officio members.
Mr. Powell. Have you copies of that bill?
Mr. Wollatt. No. I can let you have this, and we can probably
secure more for you, if necessary.
Mr. Mignault. The commission has been formed already and constituted?
Mr. Wollatt. Yes.
Mr. Mignault. And proposes to consider these problems?
Mr. Wollatt. Yes.
Mr. Mignault. And that is the position you take?
Mr. Wollatt. That is our position.
Mr. Mignault. You have doubtless received the report of our
sanitary engineer?
Mr. Wollatt. Yes.
Mr. Mignault. Have you any remarks to make with respect to it?
Mr. Wollatt. No: I must confess that I have not, because I have
not studied the situation.
Mr. Magrath. Who are the officers of the commission?
Mr. Wollatt. Myself, as chairman—William Wollatt—and J. E.
Hoan, Walkerville, secretary. We have no further officers appointed
yet, although this bill empowers us to engage engineers and various
other officers as we may find necessary as we proceed. The municipalities,
we may say, have all consented; that is, the municipalities
named and included in this for the commission to take the matter
of sewer and water out of their hands and place it in the hands of
the commission.
Mr. Magrath. What led to the obtaining of that commission?
Was it dissatisfaction with the present conditions over there?
Mr. Wollatt. Not altogether. We had in view a very large
growth on that side of the border, and we were not as well provided
with water as we thought we ought to be, and that was one of the
main things; then the unsatisfactory conditions entered into it.
Mr. Tawney. I suppose economic considerations entered into it?
Mr. Wollatt. Yes; that entered into it partly.
Mr. Magrath. Are you prepared to indorse the results of the examination
and the recommendation by our sanitary experts?
Mr. Wollatt. That is a question I would hardly like to answer
at this time without having the proper consultation with the engineer
who may be appointed to go into the matter in detail. We are
heartily in sympathy with the proposition to obtain pure water.
That is what we want, but just how we shall obtain such we can not
at this moment say.
Mr. Magrath. But you realize that you must live up to the treaty
conditions; that you must not pollute water to the injury of health
or property on this side of the boundary?
Mr. Wollatt. Yes; and we presume they will not do anything on
this side to injure us.
Mr. Tawney. Have you copies of the report?
Mr. Wollatt. I believe we have.
Mr. Tawney. One has been sent to all the villages, and I did not
know whether your board had one.
Mr. Wollatt. Yes; we have one.
(Adjourned till 2.30 p. m.)
AFTER RECESS.
The commission reconvened at the expiration of the recess.
Mr. Tawney. Mr. Jennings, we will hear you now.
Mr. Jennings. Gentlemen, I am not prepared to say very much on
this preliminary report that has been made, the engineering part of
it being out of my line, but I will say for the city of St. Clair that
we indorse this project in principle, although perhaps the engineering
points of it we might not agree with.
Mr. Tawney. You mean that your city indorses the results of the
investigations so far as they relate to the treatment of sewage and
the purification of water?
Mr. Jennings. Yes, sir; we are heartily in sympathy with the
purification of water. We think it is necessary and we certainly shall
do all we can to push the project along.
Mr. Tawney. Have you any criticism to make in respect to the
standards proposed for the treatment of the water?
Mr. Jennings. Nothing that I know of. The preliminary plans
as drawn up by your engineer I will leave for Prof. Weil, of St.
Clair, to discuss with you. He is the consulting engineer of the
Diamond Crystal Salt Co., and a man who is well up in his line.
Prof. Weil. Mr. Chairman, Mayor Jennings asked me to look over
the plans and the report of the consulting engineer of the commission,
which I have done. I am not here to report upon these plans
from the standpoint of an engineer, but I am here simply as one
having some interest in what should be done. What I have to say
could hardly be construed as other than the impressions of one who
has read the report and looked over the plans and is interested in the
outcome. In fact, until Mr. Gardner made some statements to me
here to-day I did not know just what the object of this meeting was.
I understood that we were here to be instructed and not to make comments.
So that, as I am trying to emphasize, what I have to say
will be rather in the way of my impressions than carefully thought
out criticisms or considerations.
As Mayor Jennings has said, I was impressed with the report in
its entirety and not only as it relates to St. Clair but, seeing it for
the first time yesterday, I admit that I read pretty nearly the whole
report.
I was impressed with the fact that the plan proposed for St. Clair
divides the city into two sections, with the point of purification as
a division, and that might be objectionable from a real estate standpoint.
It may not be practicable to do otherwise, but that is what they
have done at St. Clair. Sewage disposal should be at the outskirts
and not in the center of the city.
Again, I was impressed with the fact that the Diamond Crystal
Salt Co., which is the chief industry located at St. Clair, is at the
proposed point of purification and disposal. That might constitute
a hardship for the leading industry of the town. The Diamond
Crystal Salt Co. has recently expended a great deal of money for a
new intake pipe 24 inches in diameter and 350 feet long. It has
recently expended a large sum of money for a filtration system to
filter all the water that goes into the plant, to the salt beds, and
through its vessels. It is expending a large sum of money for sterilizing
the brine and carrying it to a temperature of 280° F. before it is
used.
It may be known to this commission that experiments made in
France show that pathogenic germs live for six months in brine
not subjected to a temperature of 100° C. The department in France
that made the experiments corresponds to our bureau in the United
States having to do with pure foods and drugs. In France they
were even going so far as to prohibit the sale of so-called natural
salt, sea salt, and so forth, for the table, on the basis of impurity. The
ordinary vacuum plant, as you may know, carries a temperature of
only about 120° F., and that does not destroy pathogenic germs in
brine.
As I have stated, the Diamond Crystal Salt Co. has gone to a very
large expense to produce pure salt. The location of a plant of the
kind mentioned at that point, notwithstanding the amount of proof
that could be brought to bear to show that harmful results would be
a minimum, might possibly be very objectionable. I can say that,
in my individual opinion, and not speaking for the company, I feel
that the company would be willing to cooperate with the city of
St. Clair to secure a location that would be more advantageous to
this plant. I am not criticizing the proposition, but simply stating
that the proposed location may be objectionable, and I may be wrong
with regard to that.
Another impression that I got from the report was this: I found
that it says that the population of this city has not increased in 25
years. I think that is about right. I also found in looking over the
report that they would pay over 2 to 1 to maintain this plant
if it were put in as proposed; that is, the cost of maintenance would
be, roughly speaking, 2 to 1: say, 50 cents perhaps in Detroit
and 90 cents in St. Clair, something like twice the expense on a city
that is in no way an increased menace if it has not changed its conditions
at all. Therefore it would appear to me as a taxpayer and
one interested from the outside that the installation of such a plant
at the undivided expense of a small city like St. Clair might perhaps
be a burden, and hardly a just burden, on the taxpayers when this
is, in a measure, an international matter. I understand from Mr.
Barron that the city would be subject to a considerable expense
through its change in pavements if the plan at present proposed is
carried out.
The summation of what I have had to say is probably this: That
interested in the improvement of and desirous to combine in this
plan, a small city like St. Clair has to be very guarded in its commendation
or acceptance on account of the conditions that might be
imposed through a too hasty conclusion in the matter. I think that is
about all I have to say.
Mr. Powell. What is the population of St. Clair?
Prof. Weil. Three thousand.
Mr. Tawney. You probably observed in reading the report of the
consulting sanitary engineer that three possible sites for the treatment
plant were studied, and I understand that the one that is recommended
here is the one that you are objecting to.
Prof. Weil. Yes, sir.
Mr. Tawney. Have you considered the objection stated by the
engineers to either of the other two?
Prof. Weil. Yes; as I recall, I have. I think it was simply a matter
of expense. Is that correct?
Mr. Tawney. Yes. One of them was abandoned without detailed
study, because it obviously required an unduly expensive intercepting
line. Another site located on the west side of Pine River was studied
in detail, but was found to require a more expensive system of interceptors
than the one east of Pine River, which is shown on plate No.
16, and that is the plan that I understand you object to.
Prof. Weil. May I ask the commission a question?
Mr. Tawney. Certainly.
Prof. Weil. Is it good engineering to reject the most expensive site
on the ground of expense when it is an international matter?
Mr. Tawney. I did not quite catch your question.
Prof. Weil. Would the commission consider it good engineering
to reject a certain site on the ground of expense when it is an international
matter?
Mr. Tawney. It would be if an equally available site could be obtained
for a less expense.
Prof. Weil. Is this not a third selection, this last one that was
selected?
Mr. Tawney. Yes; it was selected in preference to the other two.
Prof. Weil. On the grounds of expense?
Mr. Tawney. Yes.
Prof. Weil. That means, then, that the expense is to fall on the
municipality?
Mr. Tawney. No; the selecting of the third site, as I understand it,
was to save expense to the municipality.
Prof. Weil. But that means that the expense must fall on the
municipality?
Mr. Tawney. Yes.
Prof. Weil. In a big question of sanitation like this, should the
matter of expense be the question of a municipality that is not
growing?
Mr. Tawney. Here is the situation: These waters into which you
are discharging your raw sewage are international waters. The result
is the contamination or pollution of these waters, which, whether
it does now or not, may in the future result in a violation of the treaty
between the United States and Great Britain. The two Governments,
which have agreed that neither will permit on their respective sides
the pollution of these waters to the injury or health or property on
the other, have a right to put a stop to it by requiring the municipalities
which are thus offending against the treaty to either treat their
sewage or discharge it elsewhere than in these international waters.
Now, the purpose is to find the most practicable and economical
method for the treatment of the sewage by these cities that are
using these international waters as open sewers. We are engaged
in an effort to carry out the provisions of the treaty, or to advise the
two Governments how the provisions of the treaty may be carried
out with the least possible expense to the municipalities that are using
these waters as open sewers for the purpose of disposing of their
raw sewage, and the only methods that our consulting sanitary engineers
have been able to devise and recommend are those which are
proposed here.
I did not quite get your objection to the third site suggested by
the consulting engineer—I mean the site east of Pine River, which is
indicated on plate No. 16.
Prof. Weil. I made two objections to it, one the location with regard
to the main manufacturing industry of the town.
Mr. Tawney. How would it affect this salt industry?
Prof. Weil. I have tried to explain how it might affect it. I think
you will appreciate that all I have said is tentative. I have explained
that the company has gone to a very large expense to do what, in so
far as I know, no other salt company in the world is doing—filter
all the water that goes into the beds and into its plant and sterilize
the brine. Now, the location of this plant in the immediate vicinity
of the salt works might have a very bad effect, so far as impression is
concerned.
Mr. Tawney. Sentimental?
Prof. Weil. Not at all; but actual physiological and psychological
effect.
Another point I tried to bring out was that it divided the town
into two districts, when in my opinion it would be to the advantage
of the town to have this proposed plant for purifying located on the
outskirts of the town.
There is one question that I would like to ask now: Is it likely to be
the recommendation of the commission in furtherance of what you
have cited in regard to the treaty that these things shall be carried
out even if they constitute a hardship on the particular ownership,
municipality, or village?
Mr. Tawney. That depends altogether upon whether the sewage
which they are discharging crosses the boundary and constitutes
what the treaty describes as an injury to health or property on the
other side. If it does, it would have to be prevented, or else the
treaty obligations between the two nations would be violated. Of
course, if the water beyond the boundary is not polluted at all by
reason of the discharge of raw sewage on either side, then the discharge
of that sewage would not be in contravention of the treaty; but
if it crosses the boundary into another country to the injury of the
health or property of the people of that country, it would have to
stop or the two Governments would have to rescind or enforce their
treaty obligations. It would be a question of fact as to whether or
not the pollution extends across the boundary to the injury of the
health and property of the people on the other side. If it does it
would have to be stopped, no matter what expense might be imposed
on the people who are offending against this provision of the treaty.
That is my interpretation of the provisions of the treaty, and I think
it is the interpretation of the members of the commission generally.
You can readily understand and appreciate the position that this
commission is in. We are created an international tribunal for the
purpose of carrying out the provisions of a treaty which has been
entered into by two great countries. There will be no hardship
imposed upon any community if that community is not offending
against the provisions of the treaty. If the people of any community
are offending against the provisions of the treaty, they will
have to take some means of preventing that which constitutes a
violation of the treaty. I do not say that St. Clair is doing that, but
if the conclusion of the commission should be that that is a fact
with respect to St. Clair, it would have to adopt some method for
the treatment of its sewage.
Prof. Weil. Then, what is the object of this meeting?
Mr. Tawney. To ascertain what objections the various communities
have to the plans proposed by the consulting engineer for the treatment
of the sewage, so as to avoid any violation of this treaty.
Prof. Weil. If I understand your last remarks, it is perfectly immaterial
what objections we may have.
Mr. Tawney. No; if the communities have any better method
than the one proposed, one that would be less expensive and equally
as efficient, the commission would be very glad to hear of it. This
is simply a report to the commission by the consulting sanitary
engineer employed by the commission for that purpose. The commission
has not formulated its conclusions, and before formulating
them it desires to hear from the various communities affected by the
recommendations of our consulting sanitary engineer.
Prof. Weil. Of course, you understand that what I have said has
been in the way of interrogation rather than criticism.
Mr. Tawney. Well, we are endeavoring to answer your interrogations
to the best of our ability.
Mr. Mignault. We would like to hear any criticism that you think
proper to make as to the methods suggested by the consulting engineer.
Prof. Weil. In a general way I have already stated what the objections
are.
Mr. Magrath. The objection that you have stated is one relating
to the location. Is there any objection with respect to the burden
that this proposed plan would entail upon the community?
Prof. Weil. Yes.
Mr. Magrath. The burden is fixed here, an actual charge per
capita.
Prof. Weil. What is it for Detroit?
Prof. Phelps. It is 54 cents.
Prof. Weil. Then, it is nearly twice as much for St. Clair as for
Detroit. I do not think that is fair.
Mr. Powell. That is the necessary result of doing things on a
larger scale.
Mr. Jennings. On our plan there for interceptors I notice that
they are running down Riverside Avenue. It might be a question
for your engineer to consider, whether it would not be possible to
place these interceptors one street farther back from the river. Riverside
Avenue is a paved street. It is a concrete pavement, and perhaps
the expense of digging that up and repaving it would be more
than it would cost to take a street farther back from the river.
Prof. Phelps. That is absolutely immaterial to us, sir.
Mr. Jennings. They can be placed anywhere?
Prof. Phelps. Anywhere that you please.
Mr. Powell. Prof. Weil, I suppose you and the community in
which you live recognize the necessity of doing something to prevent
this evil?
Prof. Weil. I think you will find I stated at the outset that we
recognize that very fully and are anxious to cooperate in its prevention.
Mr. Powell. You recognize that something should be done to
prevent the raw sewage from going into the river?
Prof. Weil. Yes, sir.
Mr. Powell. All that you are aiming at is to have it done as inexpensively
as possible?
Prof. Weil. Yes; and not arbitrarily.
Mr. Powell. There is no desire to take anybody by the throat; this
is a friendly consultation.
Prof. Weil. I understand that, but we would like know what is
going to be done.
Mr. Powell. To the general scheme proposed by Prof. Phelps you
have no objection; your objections apply only to the details of working
it out?
Prof. Weil. As to the general scheme for St. Clair?
Mr. Powell. Yes.
Prof. Weil. Do you mean the use of the interceptors, and so forth?
Mr. Powell. Yes.
Prof. Weil. That is so very general that I could hardly have any
objection to it. There is nothing different in that from what has
been done for years.
Mr. Powell. It is only the details of working out the scheme to
which you object?
Prof. Weil. Yes.
Mr. Powell. And those objections you have spoken of?
Prof. Weil. Yes; I have tried to cover them.
Mr. Tawney. Mr. Knowles, we will hear you now, as representing
the Great Lakes Pure Water Association.
Mr. Knowles. As I stated this morning, there is another representative
of the Great Lakes Pure Water Association, Mr. Theodore
M. Leison, who will speak for that organization. He could not be
here this afternoon, but will be present to-morrow morning. You
may consider that he will be the official representative of and will
speak for the association.
While I am on my feet, and speaking entirely personally, I would
say that I was very much gratified to hear the remarks of Prof.
Phelps that the suggestions in the report should be considered as such
and not necessarily as determinative plans, because it seems to me
that, above all, the initiative should be left to the communities to
work out their own salvation as long as that may result accordingly
in a general, well-defined policy; I think it is helpful to us as engineers
to realize that as coming from your engineer, Prof. Phelps.
It seems to me that this policy is a well-considered one, so that all
of us who are interested in sanitation ought to work toward the
fruition of such a plan. It is necessary that separate places shall have
separate solutions dependent upon topographical conditions.
Mr. Tawney. Mr. Knowles, you have had sufficient time and opportunity,
have you not, to give some study to the report of our consulting
engineers?
Mr. Knowles. I think I may have had sufficient time, but I do
not know that I have given it sufficient study, because I have many
other things to do.
Mr. Tawney. From the time you have given to the study of the
report have you any criticism or suggestion to make as to the result,
especially with respect to the standards of purification which have
been recommended by our consulting engineers?
Mr. Knowles. As long as they can be considered generally and
subject to consideration for each particular locality by a continuing
body, no; but if they should be made once for all determinative, I
would think that would be an error, because the art is changing so
fast that such a position ought not to be taken by any body of men
at any time.
Mr. Tawney. Let me understand you. You mean, do you, that
there should be sufficient flexibility in the standard fixed to enable
a continuing administrative body charged with the duty of supervising
the execution of the recommendations to make such changes
as are necessary to suit local conditions?
Mr. Knowles. And changes in the art as time goes on.
Mr. Tawney. Changes in the art of treatment; that is what you
mean?
Mr. Knowles. Yes, sir; changes in the art both of treatment of
sewage and the purification of the water.
Mr. Tawney. Then, from your studies of the proposition do I
understand you to suggest that the most efficient and satisfactory
results would be obtained by the creation of an international administrative
body for the purpose of looking after the purification
of water and treatment of sewage along these international boundary
waters?
Mr. Knowles. I have not studied the machinery of legislation
closely enough to express an opinion upon that final thing. I do
believe that no effective progress can be made without some continuing
body being on the job all the time. I presume it goes without
saying that this being an international question it shall finally rest
in some international body. I, however, couple that with the thought
that the initiative should not only rest with the given municipality,
but probably a still further initiative with the governing body representing
that Province, that State, or that Government; the final
question being left to the international body to determine the larger
questions of policy. The way to get good work is to put responsibility
for detail upon the person who carries it out.
Mr. Powell. That is good policy in all government, political or
otherwise.
Mr. Knowles. That is right.
Mr. Powell. While we all recognize that sanitary science is in a
condition of change or progress, yet we can not sit still and do nothing.
We must live up to the light that we have for the time being.
So that we could not lie by and do nothing simply because there is a
possibility of other methods being invented or coming to light within
a certain period of time in the future. We have to do what is
best at the present moment under the present light. You understand
that condition?
Mr. Knowles. If you ask that as a question, I would say, yes,
that is true. It is neither necessary to stand still nor to fix a criterion
that is good forever. The way in which those things are
handled by the departments of health in the States, and I presume
in Dr. McCullough’s department, is that a given project is acted
upon at a given time with the light that the people then have, but
frequently there are clauses which say that if at any time it appears
that the works are not adequate, or something else is required, the
right is reserved to the governing body to stipulate further requirements.
Mr. Powell. That is, you do not want the process of evolution
to cease?
Mr. Knowles. No, sir. The important thing to consider is that
this is not the only measure of public health which is before the
people at this time. There are many other things upon which public
money can be spent, and it is the measure of this thing with the
other things to help public health that should be considered in any
large questions of policy.
Mr. Tawney. Mr. Knowles, are you prepared to give the commission
any information regarding the treatment of sewage by aeration?
Mr. Knowles. No, sir.
Mr. Magrath. Do you think we are proceeding along the right
lines in making these engineering suggestions as to these interceptor
sewers? Do you think that those suggestions will be in line
with any future development?
Mr. Knowles. Well, the relative advantages of long interceptors
compared with small unit plants is all a question of finance coupled
with some question of real estate development policy, but, of course,
with any large body of water directly in front of a long community
the place to which the sewage must go is that body of water. The
most direct means is generally the most economical means, and the
measure of cost of a number of plants compared with the cost of an
interceptor is what is needed to find out whether the interceptor is
advisable or not. No one can say what is most acceptable in either
case.
Mr. Tawney. What is your position, Mr. Knowles?
Mr. Knowles. I am a consulting sanitary engineer in general practice.
Mr. Tawney. Located where?
Mr. Knowles. In Pittsburgh, Pa. That is my home now. I have
practiced over the United States.
Mr. Tawney. Are you connected officially with the Great Lakes
Pure Water Association?
Mr. Knowles. Yes, sir; I am a member of that association.
Mr. Tawney. From your knowledge of the reference submitted
to the commission by the two Governments and your knowledge of
the scope of the investigation, what have you to say with reference
to whether or not thus far the investigation has proceeded practically
and as speedily as would ordinarily be expected under the circumstances?
I am asking you the same question that Mr. Magrath asked
this morning of the chief sanitary engineer of the State of Michigan,
merely for the purpose of getting on the record an expression of your
views.
Mr. Knowles. I think good progress and good judgment up to date
have been shown, provided the criteria be taken as not too absolute;
and the statement made by Prof. Phelps this morning is very helpful
along that line.
Mr. Tawney. Have you any knowledge as to the time that was
consumed in the investigation of a similar subject in the Mississippi
River on account of the alleged pollution of that river by the Chicago
Drainage Canal?
Mr. Knowles. No; I do not know the exact time. It was some
considerable time. I think it must be remembered that in any of
these matters it not only takes time for an investigation, but it takes
a good deal of time for necessary assimilation and education.
Mr. Tawney. Yes; and time thus spent is well spent.
Mr. Knowles. It is not lost.
Mr. Tawney. We will now hear what Mr. Sloman, a member of
the bar of the city of Detroit, desires to say on this subject.
Mr. Sloman. Prefacing what I have to say, I desire to state that
I was born and brought up in the city of Detroit. I have practiced
law during the past 37 years. I have had a summer home during
the past 18 years at what is called Sans Souci on the St. Clair River
about midway between Detroit and Port Huron.
Some little time before your commission was appointed, on an
occasion when my eldest daughter was down in the city and there
was apparently an epidemic of typhoid she contracted typhoid fever,
and we came near losing her. It was that which caused me to
interest myself very much in this question of the water supply and its
pollution.
Our summer home has a frontage of about 1,400 feet on the river,
on the south channel, where all the boats pass. Only as recently as
two weeks ago last Saturday there came down the river a quantity
of oil in the form of scum that covered the river from the center
clear to the shore. An east wind that was prevailing at the time
blew that stuff over to the shore, and the launches and rowboats stationed
at the dock were covered with that oil clear to the gunwales.
It was almost a day before we could get a drop of drinking water
from the river. It was that situation that I called to the attention
of the minister of fisheries, to which the letter that I have here is a
reply. The oil supply supposedly came from the Imperial Oil Co.
at Sarnia. The quantity was simply enormous. It came down in
spots, covering an area of over 40 feet square. It looked like filth.
Mr. Powell. Was it black?
Mr. Sloman. No; it was a dark brown.
Mr. Gardner. Was it raw oil as it comes from the earth?
Mr. Sloman. Evidently so. Underneath that, of course, the marks
of the oil were apparently in the usual form in which it is found
floating on the water.
Mr. Tawney. Has that condition happened only once?
Mr. Sloman. No; it has happened before, but not to the extent
that it did at the time I refer to. No one who has lived up there
and has seen conditions and is at all familiar with fishing can help
but realize that another happening of that kind will interfere
seriously with fishing.
Mr. Magrath. You had better read that letter that you received
from the minister of fisheries.
Mr. Sloman. This letter comes from the deputy minister of the
naval service. When this condition presented itself I at once got in
touch with the United States Engineer office in the expectation that
some one on the American side who had the power would take some
steps to prevent its recurrence. Upon calling up the Engineer office
I found that Col. Patrick was about to start for the Mexican border,
and he could not give it any attention. He was fearful that the
matter might not receive proper attention from his office, and it was
not strictly in his line. Inasmuch as the stuff had apparently come
from the Canadian side, I got in touch with the minister of fisheries,
because I understood that on a former occasion they had gone after
this oil company. It is not an uncommon occurrence to find oil in
large quantities coming down the river there. Over in Mitchells
Bay large quantities of carp have died as the result of an accumulation
of that stuff that has floated or drifted over there on account of
the wind. In reply to my communication I received the following
letter:
Ottawa, June 22, 1916.
Sir: I have your letter of the 19th instant with regard to the pollution of
the Michigan side of the St. Clair River by heavy deposits of oil, apparently
coming from a plant operating at Sarnia, Lambton County, Ontario.
Your representations will be referred to the department of game and fisheries,
Toronto, which administers the fishery regulations for Ontario, and immediate
attention will be requested in the matter. I am, sir,
Your obedient servant,
G. J. Desbarats,
Deputy Minister of the Naval Service.
Adolph Sloman, Esq.,
Counselor at Law, Suite 330, Penobscot Building, Detroit, Mich.
In trying to ascertain what was the real prolific cause of the fouling
of the water supply I tried to decide in my own mind in watching
the boats pass by to what extent they were responsible for the
contamination of the water supply. I wish you gentlemen could
have the privilege of standing with me on my dock some night to
see the condition of the water. You would raise your hands in holy
horror and say, Is it possible that this is the stuff which the people
are obliged to drink? The rays of light penetrate the water and
show the impurities in it. There are no words that can express the
foul condition of that water, and we get our drinking water from
that source.
Mr. Tawney. What is the relation of the boat traffic on the river
to this pollution?
Mr. Sloman. With regard to the sewage?
Mr. Tawney. Yes.
Mr. Sloman. I believe that at least a quarter if not a third of the
foul matter that is deposited in the river comes from the vessels.
And I want to say to you that I have never been able to understand
how the rights of human life ought to be set to one side for the
rights of property, what earthly justification there is for allowing
these vessels to deposit their foul matter in the river when they could
take care of it by incinerating plants. They may say it would put
them to some inconvenience. What of it? I think we have a right
to have health considered first. Not only that, but take the condition
that existed 25 years ago. The water of the Detroit River was
considered the finest in the world for drinking purposes. The city
was comparatively small as considered to its population of to-day;
the tonnage was small as compared with what it is to-day; but with
the increase of this tonnage and the increase of population, together
with the fact that vessels have been built in the past few years of
heavy draft, it has been utterly impossible for nature to take care
of what it would ordinarily take care of in the matter of pollution.
It is usually said that water purifies itself every 7 miles. These
vessels coming along there churn that water up above the intake
pipe and the northeast winds blow that stuff over. Those boats with
big drafts churn up that stuff all the way up to the ship canal, and
with the wind blowing from the northeast, it riles over the city
supply intake.
Mr. Mignault. Where is your property?
Mr. Sloman. At Sans Souci, which is on Harrisons Island, about
3 miles southeast of Algonac, on the south channel of the St. Clair
River.
Mr. Mignault. How far from Sarnia?
Mr. Sloman. It is about midway between Detroit and Sarnia, and
Sarnia is directly opposite Port Huron.
Mr. Mignault. Then, it would be about halfway between Sarnia
or Port Huron and Detroit?
Mr. Sloman. Approximately.
Mr. Mignault. Of course, the pollution which you mentioned
comes from above.
Mr. Sloman. It comes from above. At Algonac the oil apparently
does not go down the north channel, but goes down the south channel.
When an east wind is blowing it can be plainly seen on the shore.
For a week no woman could attempt to step on that shore without
ruining her dress.
Mr. Mignault. Did I understand you to say that your property is
on an island?
Mr. Sloman. It is on Harrisons Island; directly opposite is Squirrel
Island, and directly opposite that is Warpool Island.
Mr. Mignault. Your property is on the American side?
Mr. Sloman. It is on the American side.
Mr. Powell. Did you make any inquiries as to how the Imperial
Oil Co. allowed this stuff to escape?
Mr. Sloman. No; I did not get up there. It has not been my privilege
to get up there since this occurrence, but I at once got in touch
with the authorities that I thought would handle that situation.
Mr. Powell. It may have been due to carelessness.
Mr. Sloman. It looked as though they had let go what might be
considered a tremendous quantity of oil. No ordinary quantity could
have made a showing such as that did.
Mr. Mignault. How often has it happened?
Mr. Sloman. In different forms it has been going on for four or
five years. It has come down two dozen times—not in that quantity,
but the water would show traces of oil below the surface and on the
surface.
Mr. Mignault. Do you mean that it has happened two dozen times
in a year?
Mr. Sloman. No; during that period of the past four or five years.
But it is not only that; when an east wind blows we get on our shore
the garbage and foul matter that comes from the vessels. This year
it is particularly hard on us because there never were so many vessels
going up and down the river as there are to-day.
Mr. Powell. How long ago since this happened?
Mr. Sloman. Two weeks ago last Saturday.
Mr. Powell. Coming up the bay this morning, at this end of the
Livingstone Channel, just about the Limekiln Reef, there was a lot
of stuff on the surface that looked like raw sewage.
Mr. Sloman. Well, there probably was; but the Limekiln crosses
below the city of Detroit, while this was above.
Just a thing or two more I would like to say in that connection.
As I say, I was born and brought up here in the city of Detroit, and
I will give way to no one in the matter of loyalty to the city of my
birth, but Detroit is confronted with a problem that she must absolutely
take care of, no matter what the cost is. It is merely a question
of time when the water supply will be absolutely unfit for drinking
purposes. We are drinking to-day chlorinated water. It was
only a matter of a year or two ago when they cleaned out the reservoir
of the waterworks, and I would hate to tell you what they found.
There were two skeletons among the objects found there and a lot of
very foul matter. The middle and wealthier classes are not drinking
Detroit water; they are drinking well water, simply because if they
use Detroit water they must drink this chlorinated water. The question
is whether Detroit ought not to build in the future so as to conserve
life rather than property or expense.
The city of Grand Rapids was confronted with a similar condition
in 1913. Grand Rapids is a city of about 115,000 inhabitants. They
undertook to discharge their sewage into the Grand River, and one
of the towns below there filed a bill in the State court for an injunction
to restrain the city from letting its sewage go into the river. I
would like to call your attention to that case because it is full of
facts; it is full of the testimony of the engineers.
Mr. Powell. The plaintiff’s appeal succeeded?
Mr. Sloman. Yes; the injunction was granted, and the city of
Grand Rapids was given one year in which to take care of that
sewage matter. When it comes to the question of what Detroit
should do in the way of purifying its waters, I am not prepared to
give any technical information—that is for the engineers—but I do
wish to say to you that if you will examine this case you will find
testimony of some of the ablest engineers in the State of Michigan
as to what ought to be done. If I may be permitted, I would like to
call attention to some features of that case.
Mr. Powell. Give the full citation of the case.
Mr. Sloman. The case is reported in One hundred and seventy-fifth
Michigan, page 503. The title is Attorney General ex rel.,
Township of Wyoming v. City of Grand Rapids.
Mr. Powell. That suit was brought on behalf of the Commonwealth?
Mr. Sloman. It was brought on behalf of the village of Grandville,
which felt the effects of the foul matter that was being deposited
in the river. The court in that case said:
This is a proceeding by information in the nature of a bill in equity filed
in the name of the attorney general upon the relation of the township of
Wyoming, through its township board, its board of health, and its supervisor,
and upon the relation of the village of Grandville in said township and certain
riparian owners upon Grand River in said township against the city of
Grand Rapids, its common council, its board of public works, and board of
health, to declare and to abate and restrain the continuance of an alleged
public nuisance. The nuisance is claimed to result from acts of the city of
Grand Rapids in conveying through artificial means its sewage into the Grand
River, which flows down the river and is cast upon the land below that city,
and particularly upon those lands which are adjacent to and within the village
of Grandville, and there created a public nuisance. It is also claimed that the
emptying of sewage into the river so pollutes its waters as to constitute a
nuisance in the waters themselves by reason of the odors therefrom and the
contamination therefrom.
The city of Grand Rapids is located upon both sides of Grand River: its
population in April, 1909, when the bill was filed, was upward of 110,000;
its sewage is carried into the Grand River through sewers, which aggregate
upward of 171 miles in length, without purification of any character. In
addition to this the night soil from the outlying houses which have no sewer
connection is collected in barrels and dumped into the Present Street sewer,
and flows into the river. The township of Wyoming is located south of the
city of Grand Rapids; the river, after passing through the city, flows southerly
and westerly between the townships of Wyoming and Walker. On the south
bank of the river, at a point where it turns abruptly to the west, and about
7 miles below the city of Grand Rapids, is located the village of Grandville,
with about 750 inhabitants. Considerable area in Grandville is low; there is
a ridge of high ground along the river bank, which is 5 or 6 feet higher than
the low ground behind it.
It appears that the river overflows its banks once or twice a year; at these
times of overflow a large area in Grandville is flooded, and the river becomes
very much wider than it is ordinarily and the current increases rapidly. As
the river goes down and after the water ceases to flow back into the river a
pond of about 20 acres is left in the edge of the village, the escape of the water
back into the river by flowage being prevented by the higher ground next to
the river. The water left in this pond is from 4 to 6 feet deep, and gradually
disappears through evaporation and seepage into the soil.
It is the claim of the complainants that the emptying of the large amount of
sewage produced in Grand Rapids into the river contaminates its waters and
fills them with impurities which are carried down the stream as it flows to,
and into, or through the village; that, as the water goes down, the substances
and impurities which are in it, due to the sewage, whether visible or invisible,
are left upon the surface of the ground, and there decomposition creates such
odors as to constitute a public nuisance in the village. The most of the houses
in Grandville surround the flooded area, and there are four houses and eight
privies within the area covered by water in ordinary flood. There are many
more houses and privies covered by the highest water known in Grandville.
Now, you have identically the same situation here that they had.
You have the towns below us here of Wyandotte, Trenton, and others
that abut on the Detroit River. They occupy the same position with
regard to the city of Detroit as did this town of Grandville with
regard to the city of Grand Rapids, and, inasmuch as the city of
Detroit sooner or later is going to be confronted with the question of
whether or not they must take care of the sewage as between those
towns and it, just so the question might as well be disposed of by
Federal legislation.
Mr. Powell. In the absence of any special statutes on the part of
your State, your common laws are precisely the same as the Canadian
common law of Ontario, and the principle is very clear. I do not
think there is any necessity of citing any authority on it. Every
lower party is entitled to have the water flow to him in its crystal
purity.
Mr. Sloman. There is no denying that proposition. This case
is only interesting, gentlemen, with reference to the fact that it
involves the inquiry as to what could or might be done to overcome
the difficulty. In that respect it applies here very strongly. That
is why I read portions of this authority at this time:
The bill of complaint, among other things, states that the system of sewers
in the city of Grand Rapids does not cover the entire city, there being about
one-quarter of the inhabitants of said city who do not discharge their refuse,
of the character ordinarily discharged into and carried away by sewers, into
the sewers of the city, but who discharge and deposit their filthy and unhealthy
refuse into vaults and cesspools; that in the past such refuse, night soil, and
unhealthy substances have been, and were at the time of filing the bill, collected
by scavengers for said city and carried into the country, outside of said city,
where the same was buried in deep beds, without creating any nuisance and
without injury to the health of the surrounding neighbors; that there was, at
the time of the filing of the bill, under contemplation by the said city of Grand
Rapids, and its said authorities had recommended and intended and threatened
to put into operation, a plan whereby the said refuse and night soil, then collected
by its scavengers, would be carried to and emptied into the said Prescott
Street sewer in said city; that the authorities had voted and determined to dispose
this refuse and night soil, and they were about to commence the emptying
of said sewage and night soil into the said sewer and were at the time taking
steps, or about to take steps, through the expenditure of public money, for
the emptying of said refuse and night soil into the said sewer.
The bill states that the night soil so collected amounted at that time to
from 150 to 180 barrels a day, and if emptied into the said sewer would be
carried into the Grand River and would greatly add to the pollution and contamination
of its waters, and that the same would create a public nuisance in
the rendering of the waters of said river injurious to users thereof; and by
the overflows of said river and through deposits along the banks thereof of
deleterious, unhealthful, and noxious substances and through the creation of
noisome and unhealthful odors arising from the waters of said river so contaminated
an additional public nuisance would be created; that the township
board of health of the township of Wyoming had taken action in the matter, in
accordance with the statute, and had published this action, in which it protested
against the emptying of sewage and night soil into said sewer, as contemplated
by the city, and had declared the same to be a nuisance and a
source of filth and cause of sickness in said township, and injurious to the
health of the people thereof. * * *
The bill further claims that the use of the waters of said Grand River by
the said city in the manner which was then contemplated would be improper,
unwarranted, and unlawful, and would constitute a daily menace to the lives,
health, and comfort of the persons residing along said river and in the township
of Wyoming and in the village of Grandville and would fill the air with
noisome and noxious odors and pollute the air in the neighborhood and render
it unfit to breathe; and that the said city could satisfactorily and economically
dispose of its refuse matter, night soil, and sewage in any other manner or
through different methods than were then contemplated, without injury to
the health or lives of persons and without creating a public nuisance.
The bill prays that a permanent injunction be granted against the city of
Grand Rapids and its said boards, officers, and agencies, restraining and preventing
it, or them, from continuing to discharge the sewage which it then discharged
into Grand River and requiring it to abate the nuisance which it then
maintained in the pollution of the waters of said river. It also prayed that an
injunction issue restraining said city and its said officers and agencies from
carrying into effect their threatened and contemplated plan of emptying into
said sewer the refuse matter and night soil then being collected by the scavengers
of said city for the purpose of conveying the same into the Grand River,
and that they be restrained and prohibited from taking any action or in any
manner ordering the performance of any act on the part of any of its officers
or boards having the tendency to carry into effect the said threatened action,
which would result in said nuisance.
The court in this case enters very largely into a discussion of the
expert testimony that was given with regard to the relative situation
of the town, the amount of filth that was deposited in these waters,
the extent of the pollution, the size of the city, and the means and
ways whereby this pollution might be overcome. It gives the testimony
of the experts, and one of them I have particularly in mind
was a witness named George S. Pierson.
The witness, George S. Pierson, called by the complainant, testified that he
was a civil engineer and had made a specialty of sanitary engineering for 25
or 30 years; that his work in a large measure required the supervision of plants
for water purification and installation of septic tanks; that he had supervised
sewage purification plants at Hermosa, Cal.; El Paso, Tex.; Marshalltown,
Iowa; Fond du Lac, Wis.; Jackson, Durand, Ithaca, Bay View, Charlevoix,
and Lake Cora, Mich., and quite a number of smaller installations; that he
had visited most of the plants in operation in Massachusetts, including those in
Worcester, Amherst, Andover, Gardner, Framingham, Natick, Brockton, Lawrence,
and others; that those plants were in successful operation when he
visited them; that he had experience in estimating the cost of erection and
maintenance of such plants. The witness described modern methods of sewage
disposal, including septic tanks, and that the septic tank is almost universally
used in this country in the first and even in the final stage of the process; that
this accomplishes sufficient purification of the sewage so that it can be emptied
into a stream without damage or creating a nuisance; that the septic-tank
process is in successful operation in cities the size of Grand Rapids; that the
recent tendency had been to relieve streams from pollution by purifying the
sewage; that a sewage purification plant of a city the size of Grand Rapids is
feasible; that the cost of operation of a septic tank is nominal, only an occasional
cleaning, at periods varying from three months to six years; that the
water consumption of a city is an indication of the amount of its sewage, because
practically the entire water consumption finds its way into the sewers;
this may be increased by rains carrying with them the street washings; that
in providing a septic tank to ascertain its size we ascertain the daily total flow.
The witness further testified that he had made a general estimate which
would be sufficiently large to cover the cost of a sewage-disposal plant for
Grand Rapids, and he could positively say the cost would not exceed his estimate;
the approximate cost would be $1 per capita; for a city the size of Grand
Rapids it would be about $100,000; this is based upon separate septic tanks
without the cost of connecting the sewers; that the cost would not vary much
whether one or more tanks were used; that if a separate tank were installed
at each sewer outlet the cost would be slightly more, probably not more than
25 or 50 per cent; that there is a slight odor from a septic tank, not materially
different from the odor of any sewer discharge; if the tank discharges below
the water level the odor is masked; the septic tank alone reduces the amount
of organic matter in the sewage and the number of disease germs and brings
it into such condition that upon discharge it is rapidly purified; that the odor
would not last long after the discharge; it would be very much minimized from
the sewage being put into the water and the duration of the odor would be
less, and it would disappear within a very few hours; that in his judgment the
sewage of Grand Rapids in Grand River would not purify itself before it
reached Grandville; that unless the stream has a very rapid flow there is immediate
sedimentation when sewage is discharged into a watercourse; that it
continues until a good part of the solids are lodged on the bottom of the stream;
that if there is a considerable sedimentation between Grand Rapids and Grandville
the effect of high water would be to dislodge it and carry it on; that the
pollution of the stream at that time would be much increased from what it
would be if the current did not take up this discharge; that the increased pollution
of the water caused by this would be apt to leave deposits at Grandville
that would increase the smells.
On cross-examination the witness testified that his statement as regards the
sediment on the bottom of the river was not based on actual tests in Grand
Rapids; that it depended to a considerable extent on the rapidity of the flow;
that material settling to the bottom of the stream would not cease to be contaminating
for quite a long time and would never become pure with additional
material from day to day; that he was not familiar with the river
between Grand Rapids and Grandville; that sewage odor from a stream within
clearly defined banks would not be particularly noticeable for a great distance,
it might for 5 miles, but would be reduced; that he had made no test
between Grand Rapids and Grandville to see what settled to the bottom of the
river; that his statement was general from what he supposed, and that he did
not know the velocity of the stream between the two points; that while there is
no great amount of purification in a sluggish stream in a distance of 6 or 7
miles, the faster a stream flows the farther the impurities are carried in a
given time; that it might be said it was the general rule in Michigan for
cities having sewer systems to carry the sewage into streams; that Grand
River at Jackson is smaller than at Grand Rapids, and that Jackson has the
largest municipal sewage-reduction plant that he knows of in this State; that
the sewage there is purified by filtration; that the largest plant he ever
established is at Auburn, N. Y. (50,000 to 75,000 inhabitants); that Worcester,
Mass., with a population of 125,000 to 150,000, has such a tank; that the contaminating
influences of the sewage of the city the size of Grand Rapids
would not be as great if the sewage were not carried out into the river by
artificial means, as there would be purification of the organic matter by the
soil; and if it were not for the sewers there would be very little contaminating
influence upon the waters of the river.
And they then proceed to discuss the judgment of other experts,
who are referred to in the opinion. The opinion is somewhat at
length, and I do not care to take up the time of the commission
by reading it, but will be very glad to leave the book with you during
your visit, or you can take it along with you and return it
to me.
Mr. Mignault. What was the order?
Mr. Sloman. Requiring them to proceed to establish a septic
tank, and at a later time the court gave the city a year in which to
do it. That same situation presents itself with regard to Detroit.
Every one of these towns and cities abutting on the river are in
identically the same position as the city was when it filed the bill.
Mr. Powell. Why did the owners not file a bill before?
Mr. Sloman. I think they were guilty of doing the very same
thing as the city of Detroit was. If you gentlemen had a large
farm and a lake upon it, and anybody filled it with excreta, you
would not drink the water, but we are drinking from a pond in
which millions, I might say, deposit their filth and excreta. I took
this matter up, when my daughter took ill, first with the city board
of health. Mr. Keefer was the health officer, and he attributed the
typhoid to the milk supply rather than the water, but was willing
to cooperate in any measure that would bring about a change in the
conditions that existed. I then took it up with the State board of
health, and finally with Washington, and shortly afterwards it was
found that there was an arrangement between Great Britain and the
United States for the appointment of an International Joint Commission,
and finally your body was appointed. I got in touch with
Chairman Tawney, giving him some data in regard to this matter,
and I had hoped to be present at the former meeting of the commission,
but was unavoidably called from the city, which made it
impossible for me to appear before you. Upon the land we take
care of our sewage through cesspools, which consist of practically
a large dry-goods box, made of 2-inch boards, rather than of the
thin material of which dry-goods boxes are made, inverted, with
the opening off, so that the opening is right under the soil and the
sewer pipes are connected with it. The soil is of a sandy, gravelly
character, which carries off the impurities.
Mr. Tawney. How deep are your cesspools?
Mr. Sloman. We can not go down below 4 feet before we strike
the water, but there are proprietors above me who run their sewers
into the river.
Mr. Mignault. All these sewers are private sewers?
Mr. Sloman. Yes.
With a view of getting the latest thought on the subject, I got in
communication with the health board at Lansing, and desire to
submit Bulletin No. 2 of the public health board of this State,
for the sewage disposal of single houses and small institutions, in
which they deal with the question of disposing of the sewage of the
schools where they have not sewer facilities. They also give a
diagram of a septic tank, by which it is claimed the solid matters
are taken up with the earth, while the water that comes out of the
septic tank is pure water. If it were possible to build septic tanks
for Detroit, whereby the excreta might be disposed of in the soil
and the pure water brought to the river, the danger would be
reduced to the minimum, but unless Detroit takes some active and
effective measure along that line we will be confronted in a short
time, especially with the tremendous increase in our population and
with the great increase in the industries, with an increased death
rate. It is merely a question of time when the death rate will be
appalling. I say that with a due sense of the responsibility I am
assuming and an appreciation of the facts. I have watched this
thing very carefully and studiously. One moment more on the
question of cost. The question of cost ought not to be taken into
consideration at all. You can not measure the loss of lives by cost,
and the city of Detroit can not afford to destroy the unique position
it occupies among the States of the Union by being backward in
the matter of taking care of its sewage and by losing such a water
supply as it had years ago, when it was the proud boast of the city
of Detroit, which to-day it is not. To-day it is a stench in the
nostrils of every community where they take the water from the
river passing by their doors. I sincerely hope the Federal Government
will take the matter in hand in such a way that it will not
be optional with the cities to determine whether or not they will
spend the money, but that measures will be passed providing means
for dealing with the waters on the Great Lakes, and that the engineers
will deal with the question in the best light; but foremost of
all, you must stop the boats from depositing excreta in the water,
and if you do not, no matter what you do, you can not take care of
this pollution. It is simply awful. Just think of the traffic running
up and down the river, and all that foul stuff and oil and grease
and dirty water deposited in front of your doors. We have the
boats passing in front of our doors every day, and when you stop
to think of it, it is an awful matter and Congress should not wait
a moment to take action on it. If you do not the upshot will be
you will kill every fish in the river; you can not help do it. If we
have a continuation of what has occurred during the past two or
three weeks, from my knowledge and experience as a fisherman who
has been going up along the river for the last 30 years, you will kill
every fish in the river, because the foulness gets to the bottom and
permeates that entire body of water, and nature, struggling as hard
as she will, can not possibly take care of it.
I just wish, as a lay citizen, only having the interests of my city
at heart, and feeling that the matter of life and health is of greater
concern than profit, to urge that you will in your report, as far as
it lies in your power, bring to the attention of Congress the really
awful condition that exists along our shores, and ask that some
measures be taken to remedy something which, if it is not remedied
soon, will result in a tremendous loss to the city, which you will be
sorry for in later days.
I thank you, gentlemen.
Mr. Tawney. We will proceed now with the statements of those
who are here to speak for the lake traffic associations, and before
doing so we will hear Prof. Phelps on the subject of pollution by
means of lake traffic.
Prof. Phelps. The progress report of the commission has sufficiently
placed on record the statement of the extent and distribution
by shipping interests. It will not be necessary for me to make
any further statement than to bring out two points of distinction
between this peculiar type of pollution and that with which we have
been dealing in the case of the cities. The first of these is due to the
movable character of this sort of pollution, whereby it may and does
pass within close proximity to the waterworks intake of the city.
The second of these is due to the fact that the steamboat traffic
is confined in lines, the result of which practice is the pollution of
the steamboat’s own water supply by steamboats which have preceded
it. The importance of this matter, which was emphasized in
the progress report, led us in the United States Public Health Service
to undertake a solution, a possible means of remedying the situation
which would satisfactorily dispose of these things without
undue expense or undue inconvenience to the city interests. These
investigations have been proceeding now for nearly two years, and
I am going to ask Mr. Leslie C. Frank, the sanitary engineer of the
United States Public Health Service, to describe to you the character
of the investigation and the type of apparatus which he has designed
to meet the situation, together with some remarks upon the
application of the apparatus at the present time.
Mr. Tawney. State what investigations the Government has made
and the results.
Mr. Frank. As Prof. Phelps has told you, the Public Health
Service, realizing the probable future necessity of treating the
sewage from vessels in some way or another, has endeavored to
find a practicable solution. So that for the past two years we have
been studying various methods, and we have been experimenting
with what seemed to be the best method.
The method of traffic-sewage control is to provide storage tanks
for the sewage so equipped that the sewage is both automatically
disinfected and automatically discharged by means of steam or
other heating element when it has reached a certain predetermined
level in the tank. This method has been described in Reprint No.
247 of the Public Health Service reports. Briefly, the device consists
of a tank, as shown in the illustration, with a sewage influent
pipe penetrating nearly to the bottom; a discharge pipe having its
influent end near the bottom of the tank, and rising up through the
tank to a point above it; a float and valve with a lost-motion connection;
and a steam influent pipe. The operation of the tank is
simple. When the sewage has reached a certain predetermined level
the float automatically turns on the steam, which escapes into the
sewage through a number of small holes. All of the heat of the
steam, of course, is given up to the sewage, which rapidly approaches
the boiling point. As soon as the boiling point is reached, but not
before, pressure is developed in the tank and the sewage is forced
up and out through the discharge pipe. When, owing to this discharge,
the sewage level in the tank has dropped to a predetermined
minimum the float, through its lost-motion connection, turns off the
steam and the tank is ready for the next cycle of operation.
There are a number of distinct advantages of this method:
(a) It depends upon heat for its disinfection efficiency, and heat
is generally acknowledged, as above noted, to be very thorough in
its action.
(b) Its action is entirely automatic. This eliminates the uncertainties
of manual operation by a large number of employees.
(c) If fresh sewage enters the device while it is being discharged,
the discharge immediately ceases.
There is no danger, therefore, of fresh sewage being carried out
untreated. This advantageous feature is due to the fact that as soon
as any fresh sewage enters the device its contents are chilled to a
temperature at which pressure is impossible. The new mixture must
again be brought to the boiling point before further discharge will
take place.
(d) It permits toilet doors to remain unlocked over drinking-water
areas.
(e) It permits toilet doors to remain unlocked while waiting in
stations. This latter has, of course, no public-health significance,
but it does concern very nearly the comfort of the passengers. In
lieu of locking the toilet doors while standing in stations, the porter
has merely to turn off a steam valve penetrating the car floor external
to the toilet. The tank can be designed with a sufficient reserve capacity
to care for any reasonable period of waiting. The objection
will be raised immediately, of course, that the porter may forget to
turn on the valve when the train leaves the station. This is true,
but forgetfulness of this sort will rapidly create its own remedy.
For, at the station stop immediately subsequent to the complete
filling of the tank and its consequent dribbling, the fact of the
porter’s forgetfulness would be made painfully evident by toilet
discharges upon the station platform. It should be remembered
in this connection that the porter can not help himself in such an
emergency by locking the toilet doors.
The above device is now being experimented with upon a stationary
basis in order to secure the maximum simplification of details
and to secure data upon steam consumption, and bacterial
efficiency. As soon as these studies are completed experimental devices
will be placed upon vessels and railway coaches and tested in
actual service. It is believed that the cost of operation will be
extremely low. Rough preliminary office estimates indicate that the
cost of disinfection with the above device should not be over two-tenths
of a cent per cubic foot of sewage disinfected. This preliminary
estimate is based upon the assumption that 1 pound of coal
in the average modern locomotive will evaporate 6 pounds of water,
and that locomotive coal costs $1.50 per ton delivered into the locomotive.
This certainly should be more than sufficient allowance for
radiation.
Based on the above estimate, sewage disinfection for a railway
coach which used 10 cubic feet per day for toilet flushing will cost
about 2 cents per day. The cost for steamers will probably be somewhat
higher owing to the greater amount of water used per toilet
flush.
An estimate of 5 or 10 cents per closet per day would seem reasonable.
The steamers could, of course, reduce this considerably by
substituting railway toilets for their present equipment.
That is, briefly, a description of the manner in which the tank
works.
Mr. Powell. What temperature is the water?
Mr. Frank. We have been experimenting with the tank since
January, and in none of our tests has the temperature at which
discharge began been lower than 190° F., and that has only been
when I have put steam in at such a high rate that it rose through
the water so rapidly to the surface as not to condense as in the
usual adjustment. In practically all of the experiments where I
have so adjusted the steam valve—mind you, this has an automatic
adjustment, too—as to cause the time of heating to be about 15 or
20 minutes, the temperature has always been between 200 and 212,
practically boiling, always above the killing temperature for pathogenic
organisms. I should say it was, roughly, about——
Mr. Powell. One hundred and seven?
Mr. Frank. No; about 160° F., which is equivalent to 60° C.
The device may be regulated so that the discharge is never under
200. I think that the effect of the temperature can be illustrated
by the results of our tests. We have never in any case been able
to recover B. coli from the effluent, except once, in a great many
tests. I have forgotten how many there were. In this one case I
put the steam at such a high pressure that the discharge took place
in only two or three minutes. Now, it is possible, in the manner of
installing the device upon a vessel, to make it absolutely impossible
for that to take place. I say that because I have been operating
with 100 pounds steam pressure in Washington and reducing it
down to about 5; and it is always possible on some vessels to make
the line carry anything you want by a proper reducing valve. And
if this line can be brought to somewhere about 10 to 15 pounds per
square inch it is physically impossible for the discharge to take
place in anything less than 10 or 15 minutes.
As regards what has been done toward installing the device on
vessels, this experiment has been almost entirely due to the courtesy
of Col. William Livingstone, president of the Lake Carriers’ Association.
As you will remember, some time ago he offered to provide
for the commission one or more vessels for experimentation.
He has now made good that promise, and last week I was in Cleveland,
and initiated the installation of the apparatus with which I
have been experimenting in Washington since January upon the
D. G. Kerr, just recently off the ways, and now completed, I believe,
from what I heard in Cleveland. The installation of the device
will be completed about to-morrow, and the first trip of the
vessel is scheduled to begin Wednesday morning. I expect to make
that trip on her. In regard to the future experimental work with
the device, I do not think it ought to be too quick. I think we ought
to take a fair amount of time to satisfy ourselves as to the manner
in which the device works. I do not think one or two trips are
enough to tell whether it will work or not. We have been experimenting
with the device upon a stationary basis at a pumping station.
That means no motion of the device; and it is certainly desirable
to determine how it will act on a rolling vessel, and that will
be the object of the present experiments during the coming season.
Mr. Mignault. Do you foresee that the rolling of the vessel will
make any difference?
Mr. Frank. At present I can not see any definite trouble that is
likely to result. With the rolling of the vessel I foresee that when
the tank is half full the surface of the water in the tank may be
caused to sway at an angle depending upon the rolling of the vessel.
Mr. Mignault. What is the size of the tank?
Mr. Frank. This tank with which I have been experimenting,
which is designed for a group of toilets, is 24 inches in diameter by
30 inches long, and I have instructed them to place it longitudinally
with the ship, so that the least wave action will take place from rolling.
The ship on which this has been placed, for example, is 500 or
600 feet long and does not receive much effect from pitching. It is
too long for that on the Great Lakes, but it does experience rolling,
so that I have exposed the short portion of the tank to the rolling.
The only thing that I can see might happen is this, that before the
tank fills to the point where, normally, the steam is turned on automatically,
the wave action will turn on the steam so that steam will
enter the device. Also, if the tank is in the act of discharging, and
the vessel rolls, and, say, if it is half discharged, then if one side
of the tank on which the float is situated should be temporarily depressed,
it would shut off the steam before the sewage had quite
discharged. But I can not see any harm in it. It simply, momentarily,
during the storm, reduces the capacity of the tank and makes
the steam turn on oftener and reduces the capacity of the tank. That
is the only effect I can see. I am also anticipating a possible knocking
of the float on the inside of the tank by the insertion of stoppage
lugs fitted by buffer springs. If the rolling were serious the buffer
might be knocked against the top of the tank and be water-logged,
and I am endeavoring to stop that by the insertion of buffer lugs.
Mr. Tawney. What is the capacity of your tank in gallons?
Mr. Frank. About 70 gallons.
Mr. Tawney. Would that suffice for a fairly large vessel?
Mr. Frank. That would suffice only for about half a dozen toilets,
and if a vessel had a group of half a dozen toilets in the rear and
half a dozen forward they would require to have two tanks. It is
not necessary to delimit the side of the tanks to say how large the
tanks should be. I think it would be much wiser to let that problem
be solved for each particular vessel. The older vessels have a great
many toilets, and would require more tanks. The newer vessels,
which have fewer toilets, would have correspondingly fewer tanks.
Mr. Tawney. What is the cost of the outfit?
Mr. Frank. It is difficult to say, but I should say it would not be
expensive. The experimental tank which we have built in Washington,
which is designed for six toilets, cost $600, but remember
that is experimental, and one of the engineers whom I had to help
me put three-sixteenths steel. That is more like building a warship,
and it does not require to be so heavy. In practice it would not come
to that.
Mr. Mignault. Could you install it in vessels already built?
Mr. Frank. It depends on the character of the vessel. I think
it is comparatively easy. The D. G. Kerr has been built already
and had the soil pipe already inserted. The master mechanic, with
whom I was talking yesterday about the installation of the device,
stated that he thought it would take, roughly, 24 hours to install
that tank.
Mr. Mignault. In what part of the vessel is it placed?
Mr. Frank. This particular experimental tank is being placed aft.
Of course the tanks in practice would be placed wherever the soil
pipes happened to be built.
Mr. Tawney. Is this a freight vessel?
Mr. Frank. Yes. The cost of the operation, I think, will be
almost negligible. We had this experimental device installed in
the sewage pumping station in Washington, where we had a steam
pressure of about 100 pounds per square inch and boilers of about
100 horsepower. It was impossible at any time to observe any effect
whatever on those boilers when this device was receiving steam at
its maximum flow, and I simply mentioned that to indicate that
there would be no observable, even temporary, effect upon the steam
supply for the engines in the vessels. There is no such great consumption
of steam. I can explain to you steamboat people when
I say that a half or three-quarter inch pipe will carry all the steam
you need.
As regards the cost of operation, I have not the figures with me just
now, but I computed, theoretically allowing 100 per cent additional
cost for radiation, and I got 13 per cent for everything, including the
amount by which the steam had already condensed in the pipe lines.
I think the cost of operation goes away down to point zero something.
If you figure it out upon the theoretical heat units that are
known absolutely to be in the steam, there is no other conclusion
but that the cost of operation of the device is negligible, and that
the only thing which really need concern you is the cost of installation
of the device. However, as regards operation, I think it would
be better to wait for confirmation after the device is tried.
Mr. Tawney. Is the only contamination of the water by steamboats
that which is discharged from closets?
Mr. Frank. I think it can safely be assumed that the only part of
steamboat discharge which has a pathogenic significance is that coming
from the closets and urinals. I do not think any other particular
discharge need concern us.
Mr. Tawney. The meats, or anything of that kind, can not become
affected, being thrown into the water? Would that not have some
effect?
Mr. Frank. I do not know, but I think that the frequency of
occurrence of infected meats upon vessels would be so low that any
infection of the waters due thereto would be negligible and would
be dissipated quickly.
Mr. Powell. You could take care of that as a separate problem;
give it a dose of steam.
Mr. Frank. I think some kitchen rules could be formulated that
would take care of that.
Mr. Powell. What temperature Fahrenheit would you say?
Mr. Frank. You could so regulate the device that it would be
physically impossible——
Mr. Powell. But what degree of heat?
Mr. Frank. Between 200 and 212. The device can be regulated
so that it will never discharge under 200, and is practically always
210. At centigrade the pathogenic temperature is 60.
Mr. Tawney. Don’t you think the complete sanitary requirements
should call for some sterilization of refuse matter of the kitchen?
If you were prescribing sanitary rules to be observed by the lake
carrying trade, would it not be wise to make some provision for
sterilization of refuse matter from the kitchen in the form of infected
meats, or anything of that kind?
Mr. Frank. I do not think I would be prepared, without a good
deal further thought, to say so. I have not given it any thought in
the past.
Mr. Tawney. I was trying to get at whether your system would
be complete in itself for the purpose of preventing contamination of
these waters by reason of steamboat navigation.
Mr. Frank. I believe it could be safely said that, inasmuch as
probably away over 99 per cent of all infected pollution which is
discharged from the vessel is discharged through the toilets and
urinals, emphasis might reasonably be laid only on those for the
present, until it is definitely shown that real infection can result
from the meats or kitchen waste. As I say, I have not thought of
the problem in connection with the kitchen, and I really do not know
whether you could, by discharging this waste, produce much affection
or any affection.
Mr. Powell. It would not be a difficult matter to sterilize them
with an iron tank with a cover to prevent the escape of steam and
a cock to turn on the steam. It is easy enough.
Mr. Frank. Yes. If the meat or any of the feed were in large
pieces, all that would be necessary would be to chop it up into relatively
fine pieces.
Mr. Powell. It would not cost more than $25 or $30.
Mr. Frank. I would not place it quite so cheap.
Prof. Phelps. It could all be burned in the furnace.
Mr. Powell. There is very little new under the sun. Very nearly
this same appliance has been in use on the Muskoka Lakes in their
steamboats.
Mr. Frank. Then I will be interested to know how it works.
Mr. Mignault. You are not in a position to estimate the cost.
Mr. Frank. I would prefer to wait until these experiments furnish
me with actual figures on board ship.
Mr. Tawney. It is comparatively small.
Mr. Frank. I think it could be safely said to be negligible, as far
as steam consumption is concerned.
Mr. Sloman. Have you made any inquiry as to whether or not the
garbage could be disposed of by an incinerating plant?
Mr. Frank. No; I have not.
Mr. Sloman. Or whether the cost of an incinerating plant would
exceed the cost of the plant you have in mind?
Mr. Frank. I think Prof. Phelps’s suggestion to simply throw
the kitchen refuse which is thought to be infected into the furnace
is the most simple and obvious that has been suggested.
Mr. Sloman. Your plant does not take care of anything but the
excreta from the closets?
Mr. Frank. It does not.
Mr. Sloman. So that the vegetable matter and all that would
have to be dealt with. After you have sterilized it you would throw
it into the water?
Mr. Frank. Yes.
Mr. Sloman. After you have sterilized it and cast it into the water
and it goes to the shore, would it not become a menace again by
coming back into the water?
Mr. Frank. No; because the pathogenic organisms can not grow.
Mr. Sloman. Is it not a fact that in erecting ordinary dwellings
they have an incinerating plant, by which they take care of the
garbage by burning it?
Mr. Frank. It may be done in country homes, but it is not done
on vessels.
Dr. McCullough. I am much interested in the description of the
device given by this gentleman, and I may say that on the Muskoka
Lakes, where about 30,000 people go every year, we carry out in
principle what he proposes. We have not the automatic device that
he has, but what we have answers the purpose very well. The sewage
all goes into a large tank, and live steam is turned into that for 20
minutes. The requirement is that the effluent shall not be poured
into any of the harbors; it must be turned into the middle of the
lake. All the steamboats are under one company, and they are very
willing to carry out this device or arrangement because it is a good
advertisement for them. They are catering entirely to passenger
and freight and bringing people to this summer resort, so that our
task in getting them to establish the arrangement is an easy one.
Now, we are beginning to establish similar arrangements on the
boats plying around Georgian Bay. With regard to the garbage
which is thrown from the boats, I do not think we have very much
complaint about the Muskoka Lakes, because it is eaten up by the
gulls and birds found in large numbers on the waters. I am very
much interested in the description of this device, and will be glad to
know it is a satisfactory one, because if it turns out to be so, it will
probably be established on our boats when any new ones come in to be
equipped.
Mr. Mignault. Regarding the tank installed on the Muskoka
Lakes, is the effluent rendered harmless?
Dr. McCullough. I think undoubtedly, because the steam is turned
on for 20 minutes, and I think that would settle everything.
Mr. Powell. What is the cost of the plant?
Dr. McCullough. It is comparatively small.
Mr. Dallyn. I think about $100 would be the cost.
Mr. Tawney. I have here a letter which the chairman asked me
to present. It reads as follows:
Sewerage Commission of the City of Milwaukee,
June 20, 1916.
Hon. O. Gardner,
Chairman, International Joint Commission,
Federal Building, Buffalo, N. Y.
My Dear Sir: Your letter of June the 19 addressed to Hon. Daniel W. Hoan,
mayor, city of Milwaukee, has been referred to me for reply.
With the permission of the Sewerage Commission of the city of Milwaukee
I should be glad to attend your meeting, to be held at Detroit on Tuesday, June
27, to assist you in any way I can in the discussion for adoption of the most
feasible and efficient system for the disposal of sewage pollution of the cities
which affect the boundary waters.
I am sending this communication to your address at the Federal Building,
Buffalo, also the Federal Building at Detroit, and Southern Building at Washington,
D. C.
Upon my arrival at Detroit on Tuesday morning I will call at the Federal
Building about 10 o’clock.
Very truly, yours,
T. Chalkley Hatton, Chief Engineer.
P. S.—My engagements are such that I must leave Detroit for Pittsburgh
the night of June 27.
Mr. Tawney. Mr. Livingstone, is it your desire to present to the
commission anything on this matter of remedies for the pollution of
these waters occasioned by steamboat traffic?
Mr. Livingstone. I do not think I have anything to present different
from what I stated to the commission before. I stated that
so far as our Lake Carriers’ Association was concerned we would
gladly cooperate with you in carrying out the objects by every means
in our power, and at that time, in the course of the long discussion
that ensued, I stated that I would be glad to put a boat or two, or
more boats, as the case might be, at your disposal, to test any plan
which the health board wanted to try out. Mr. Frank went over the
ground. It is useless for me to repeat that. He came to me and I
arranged to put a boat at his disposal. He has the apparatus installed,
and he can have the use of her for testing as long as he
pleases. Our thought about the matter summed up is this: We are
willing to cooperate with you in any way in our power, but we have
this feeling about it decidedly, that, whatever apparatus is adopted
we feel that it ought to be thoroughly tested and carried beyond the
experimental stage, so to speak, and that the experts should be satisfied
that the plants installed will accomplish the purpose for which
they are installed, because otherwise, if we were to adopt a mechanical
device to accomplish this purpose and to put it on board our boats
costing a great many thousand dollars and then found after we had
installed them that they would not work properly and had to tear
them out, the result would be a loss of time and money, and no possible
good would result. We have some 16 steamers, and naturally
the cost would be great. We feel now that it is just in the experimental
stage. We do not feel that the time has arrived at which the
health bureau are prepared to say, “If you install this device it will
be satisfactory and accomplish the result”; but as soon as they are
prepared to say, “We have tested this out; we have given it a thorough
test; and we are satisfied in our minds that it will accomplish
the purpose set forth,” then we will say, “Go ahead.”
May I add one thing? I want it to be clearly understood that I
am not asking that our boats be exempt from any part of their duty
to be performed to the general public, but it seems to me the matter
has been overstated, to some extent. I am not putting it in by way of
defense or expiation. I may say that we have in our employ approximately
17,000 people. If you take all the men employed on all the
boats on the Great Lakes—call it 25,000, if you please—we employ
the majority of them, and it must be remembered that they are not
depositing their sewage or excretion into the water at any one point,
and the idea that they can pollute and contaminate the waters to the
same extent that this great city of 700,000 inhabitants can, with the
sewers flowing into the river, is simply impossible.
Mr. Tawney. It is not only the sewage deposited by the employees
of the vessels you speak of, but the steamboat population of the Great
Lakes in 1913 was 50,000,000 souls.
Mr. Livingstone. I know that; we carried nearly 14,000,000 out
of Detroit. I am not making any defense. I am not asking that they
be treated differently from any other citizens of the United States.
We do not ask for one blessed thing in the way of exemption. We
stand up and try to do our full share as citizens of the country. I
have lived in Detroit all my life, nearly, and have a large family,
and am just as much interested in Detroit as any man living here can
possibly be, and just as anxious we should get pure water to drink as
any man living. I am not putting it upon the ground of cost either.
It is not a question of dollars and cents. I want that understood.
The point we want to be satisfied on is that it will work efficiently.
I have been connected entirely with freight boats. The average
crew is about 25. The passenger boats carry a larger complement.
Unless I misunderstood him, Mr. Sloman said that the water board
sent me a letter, I think, nearly, if not quite, two years ago and asked
that on account of the intake pipe near Detroit, which is up at the
head of Belle Isle on the American side, we should make some arrangement
that for several miles above that we would have our
closets closed until we had passed that intake pipe. We complied
with it, and I am not sure whether all the passenger lines complied
with it. I know I personally asked them all, and I am reasonably
sure the request was complied with. Nothing was deposited anywhere
near the intake pipe. I went into this matter fully and exhaustively
at the last meeting of the commission, and we stand now
just where we did then. Anything you gentlemen decide, after giving
it careful and exhaustive study, we stand ready to abide by, but
we think it has not yet been tested out sufficiently, and I think Prof.
Phelps will agree with me that they have not yet got to the point
where they will say it will do the work.
Mr. Magrath. Mr. Sloman made quite a point about the garbage
from steamers as being an injury to property. There must be a
tremendous amount of garbage where there is such a heavy passenger
traffic each season.
Mr. Livingstone. That is true. Where do you live, Mr. Sloman?
Mr. Sloman. Up at Sans Souci.
Mr. Livingstone. On Harrisons Island?
Mr. Sloman. Yes.
Mr. Livingstone. I will say that the orders are peremptory that
no garbage shall be thrown into the river, but, of course, it is impossible
to control all our vessels.
Mr. Sloman. What is done with it?
Mr. Livingstone. Sometimes it is thrown into the Lakes, but I
do not claim to make any point on that, because it is not handled
as well as it should be handled, but we do the best we can with the
facilities we have. However, I want to emphasize one thing—that
the orders are peremptory that in the St. Clair and Detroit Rivers
no garbage shall be thrown, and you know that I know whereof I
speak. The man that is reported for doing that will get the short
shrift. Of course it is clearly understood that we have careless
employees the same as anybody else. Sometimes on a dark night,
if the cook thinks it is too much trouble to put the garbage into a
receptacle which we provide for it, he throws it over the rail. I
presume that sometimes happens, but I am speaking of the general
orders. If I have not filed the sanitary rules which we have published,
I will be glad to file them. These rules are given to all the
members of the crews.
Mr. Sloman. Have you ever ascertained the rules in Europe on
the vessels? You have traveled on them?
Mr. Livingstone. I know nothing, except being a passenger on the
ocean. I know the methods of taking care of the garbage for the
cities generally.
Mr. Sloman. Would you think burning garbage by an incinerating
plant on the vessel, and keeping the excreta from the closet
in a sealed can and distributing on the land would cost more than
the apparatus your engineers are figuring on?
Mr. Livingstone. I can not answer that question. I have to refer
these matters to those men who are experts.
Mr. Mignault. Would it be possible to incinerate the garbage?
Mr. Livingstone. Oh, yes; I think it would. I am not prepared
to say just how. You can do anything, but the question is as to
how practical it will be. It may be so difficult to carry out as to
make it impossible. There is nothing you can not do if you try.
Mr. Powell. You can throw it into the furnace. That is incinerator
enough.
Mr. Mignault. That would hardly be a method.
Mr. Livingstone. I am not here to suggest a plan. I am here
to tell you we will adopt any feasible plan you suggest. We simply
say the experiments have not gone far enough.
Mr. Tawney. Mr. King, have you anything to offer as the representative
of the Dominion Marine Association?
Mr. King. Just a word. I will ask the commission to pardon me
if I should repeat a little of what the President of the Lake Carriers’
Association has said, as I was not able to catch all that he said—in
fact I must confess that I failed to hear a great part of his remarks,
owing to the noise outside. But I began to pay strict attention when
this gentleman [Mr. Sloman] preferred that very vehement indictment
against the vessels passing through the waters in question. I
am not going to say very much on that point, but I ask the commission
to weigh the accuracy of his statements in some measure by the
accuracy of his knowledge of the position of the owners of these
vessels. I do not think I have to repeat to the commission, but I
will say it again for this gentleman’s benefit, and the commission
will pardon me. What we said at the previous session of the commission
at Detroit—and what I am sure Mr. Livingstone has already
said, although I could not hear him—was that we were in an attitude
of cheerful willingness to place ourselves in the hands of the commission,
and I speak on behalf of all the tonnage on the Canadian
side between Port Arthur, the head of the Lakes, and Montreal. We
place ourselves in the hands of the commission, trusting the commission
will only bring into force, or recommend that the respective
Governments pass legislation that will be fair and reasonable. We
want to do what is right. We are as much interested as anybody in
preventing the pollution of the waters, and I urge—and I wish to
emphasize it very strongly—that nothing should be done without
the fullest and most complete test. I think the commission is at
one with that suggestion and will act upon it.
With regard to what has been done by Prof. Phelps and Mr.
Frank, I trust that nothing will be done until you have had the
fullest and most complete test of the proposals. I submit the test
should be had not only on one trip but throughout the season, that
it should include all weather and should include all seasons, and it
should deal with the question of interference by frost, that the test
should be carried out not only on the large freighters but on passenger
boats, on which the conditions may vary, and that it should
be carried out on boats of different sizes and engaged in different
trades. It would be a matter of multiplying the test by three or
four or five in order to cover the various conditions; but I do ask
that this delay should take place, not for the purpose of postponing
unduly any action that ought to be taken by vessel owners, but
because the conditions are so different from those in regard to municipalities.
In a municipality a tremendous amount of money is
going to be spent before one knows absolutely what the effect is
to be, and you are practically committed to that scheme. In the case
of a boat you have an opportunity to decide upon the best scheme,
having regard to the practicability, the cost and effectiveness, and
I trust the commission will be governed to some extent by the consideration
of cost, if it is to be granted.
Mr. Tawney. Would you consider it a hardship if the steamboat
companies were required to place an apparatus on one of their boats
at their own expense, with the understanding that if satisfactory
they should complete the equipment on all their vessels; otherwise
it would go no further?
Mr. King. I do not quite understand the suggestion.
Mr. Tawney. Would the companies consider it a hardship if they
were required to install one of these machines at their own expense
for experimental purposes, that they should pay for it at their own
expense——
Mr. King. And if it was bad not to install it on the others?
Mr. Tawney. Let the commissioners decide whether they should
go on or not?
Mr. King. The vessel owners are willing to do whatever is right,
and possibly this machine may not be the best. We do not know
what may be invested in the next year or two. In view of the
infinitesimal proportion of the sewage which can be credited to the
boats, immediate haste is not necessary, and if it is going to take 5
or 10 years to settle the question with regard to the municipalities,
it would be better to spend the money for the purpose of testing
rather than committing ourselves to one appliance which may not
answer the purpose. I am not urging delay for the sake of delay.
Mr. Tawney. I gather from your statement that the steamboat
companies would not be willing to install this apparatus on all of
their boats simply upon the result of one test.
Mr. King. No.
Mr. Tawney. That being the case, in order to get something which
would be satisfactory to the steamboat companies, we would have to
install this or some other apparatus on two or three boats, or a sufficient
number of them to satisfy the steamboat companies that they
were feasible and practicable, at the expense of the two Governments,
which this commission has not the power to do. The question
was whether or not, to carry out your idea, if we could possibly do
so, the steamboat companies were not willing to install a few of these
machines on these boats at their own expense, for the purpose of
testing their feasibility and practicability.
Mr. King. I am not in a position to give an answer on that point
on behalf of the companies.
Mr. Tawney. We are not in a position to commit the two Governments.
Mr. King. I do think both associations are willing to do whatever
you would consider reasonable in that way, and I think it might be
possible here and there to effect an installation, in order to get a sure
test of the appliances. I do not say that should be done, but I think
the vessel owners are willing to do it. I think the first cost should
be borne by the public till the inspection is done.
Mr. Tawney. I am glad to get your idea.
Mr. King. Our attitude is one of absolute fairness in the matter.
May I say one more thing in regard to the point I was urging, perhaps
unduly? That is the lack of necessity for haste in the case of a
vessel. You spoke of the steamboat population of the boats. May I
point out that that population is a population as individuals for
periods averaging from an hour to a day. They are not engaged
in the pollution of the waters for 365 days in the year. That consideration
is somewhat overlooked. One more remark: It was suggested
by Prof. Phelps that steamboats ought to be dealt with at
present, in spite of the municipalities’ pollution, because of the fact
that they pass the intake pipes for the waterworks systems. May I
suggest that while the tests are going on, it would be a simple matter
to devise rules whereby lavatory doors are locked just as they are
locked on trains, at times when the contamination might take place?
They could be closed when they are passing in close proximity to the
intakes. A move in that line might possibly meet what was in Mr.
Phelps’s mind.
Mr. Tawney. Is it not a fact that there is danger also on account
of vessels taking their water for drinking purposes in polluted areas?
Mr. King. I do not think that is a danger which the commission
should deal with. I think we can carry it out by orders that the
water should not be taken except in certain restricted areas.
Mr. Tawney. Is it not a fact that considerable typhoid fever has
been caused by that means in the past?
Mr. King. I can not admit that. I know of one case where a suit
was entered at Rochester, and tried, but no decision yet. I know of
no other cases.
Mr. Tawney. I know of several cases in southern Minnesota attributed
to that.
Mr. King. At the same time, I must admit that contamination does
exist.
Mr. Mignault. There is a great probability of contamination.
Mr. Tawney. In the matter of taking water ballast in polluted
areas and discharging that ballast in less polluted areas, as they
arrive near the ports—what have you to say to that? Would it be
a hardship if they were required not to take on water ballast in
polluted areas, or else not to discharge it in the less polluted areas?
Mr. King. I do not think it would be a hardship, except in cases
where the exigencies of navigation required them to fill their tanks
before they got out of a certain area. There are cases where boats
must have their tanks filled before they get out of the landlocked
harbor. A boat coming from Kingston must have her tanks filled
before she gets into Lake Ontario.
Mr. Tawney. Could there not be some regulation in regard to the
discharge of that ballast in the vicinity of intakes?
Mr. King. I think that could be sufficiently covered with the one
provision. They have to keep her sufficiently trimmed in stress of
weather.
Mr. Sloman. You spoke a moment ago about the cost of trying
out the question and solving the problem—that it should not be
thrown upon the vessel owners. Mr. Livingstone had made an
offer—at least he has done something toward experimentation at
considerable cost——
Mr. King. Excuse me; it is at no cost to Mr. Livingstone or the
Lake Carriers’ Association. I understand it is borne by others.
Mr. Sloman. Is that so?
Mr. Tawney. Yes.
Mr. Sloman. Would it be any cost to your vessels to try out the
incinerating of your garbage by putting it in your furnace?
Mr. King. I do not think so.
Mr. Sloman. Would it involve a large cost to have a septic tank in
your holds, running your closets to that tank, sterilizing the contents
and bringing it to port, and carrying it away to the land somewhere?
Would that involve a large cost?
Mr. King. I think it would, but I do not know. I have no direct
knowledge of that.
Mr. Sloman. What do you think as to whether or not that would
be a practical way of solving the problem?
Mr. King. I would not set my judgment up against that of Prof.
Phelps and Mr. Frank, who have gone more deeply into the subject
than I have.
Mr. Frank. I think that may be answered by saying that in order
to store all of the sewage for a voyage until a port is reached the
tank would have to be many times as large as this small stream tank
which I have described, and the cost would be almost, although not
quite, proportionate to the volume. In addition, the expense of disposal
after the land was reached would have to be met. I think it
may be stated without any doubt whatever that any device holding
the sewage throughout a whole voyage would obviously cost much
more than a device for holding it for about two hours.
Mr. Powell. Mr. King, you are willing to do anything that we
may prescribe, but you ask us not to recommend that you be required
to spend money on schemes that in their experimental stage
may prove abortive?
Mr. King. Quite true.
Mr. Tawney. I understand that the representatives of the city
of Detroit will not be ready to proceed until the session to-morrow
morning. Is there anyone else here who desires to be heard?
Mr. Blomshield. I would like to speak on behalf of the village of
Trenton. I am sorry that I am here to represent a village that has
shown such half-hearted interest in the recommendations of your
consulting sanitary engineer, Prof. Phelps. The attitude taken by
the village authorities is no doubt due to the fact that local conditions
have called for much quicker action on the part of the State board
of health in recommending certain remedial measures for their local
benefit.
It has already been stated that there are about 12 sewer outlets
above the intake, and it has been urged upon the village authorities
to construct a 12-inch intercepting trunk sewer to divert this sewage
below the intake.
It has appeared to the majority of the residents that the tail end
of the district has been tackled first. I can say that I believe they will
be in hearty accord with any remedial measures your commission
may adopt for the entire district.
From a standpoint of economy and future supervision, I believe a
metropolitan district could best serve the Michigan side. I derived
this thought from a lecture on the “Metropolitan District of Boston,”
by Mr. Frederick Fay before the District Engineering Society several
months ago.
I have read several press reports on this subject as viewed by Mr.
Hubbell, our district consulting sanitary engineer. As outlined, I
believe the district would extend from the Macomb to the Monroe
County lines. It appeals to me more forcibly in that each community
will be served alike and pay pro rata for benefits derived.
In going over the past history of improvements recommended for
Trenton, I will say that about seven years ago an extensive combined
sewerage system was planned at an estimated cost of approximately
$50,000, which the people voted down. They have never had
the opportunity to vote on a sanitary system, which I believe would
cost about $18,000.
The finances of the village are in such shape that this price would
go beyond the 5 per cent mark of bonded indebtedness. I might give
the figures showing the present condition of the finances. In the
meantime, before I give that I would like to ask a question. If
recommendations are carried out in the several districts, does the
commission give any method of raising the funds necessary to carry
on such work?
Mr. Tawney. That is a matter that the commission has not yet
considered at all, and I do not know whether it is within the scope
of our work.
Mr. Blomshield. If the several districts had the funds with which
to do it, I believe that some of these measures would have been
taken up long ago. The assessed valuation of our village in 1915 was
$555,200, bonded as follows: Highway-improvement bonds, $6,500;
electric-light plant, $7,500; other bonds, $6,125; total, $20,125; of
which $3,500 has been paid off, leaving a balance to be paid of
$16,625. One per cent, which is the allowable limit for any improvements
in any one year for any special kind of improvements, would
make $5,552; or 5 per cent, which is the total limit of bonded indebtedness,
would make $27,760, of which $16,625 has already been
bonded, leaving a balance of $11,135, which you see is very much
less than would pay for a sanitary sewerage system which the village
surely needs.
I have acted as village engineer for Trenton during the past year,
and without funds to promote any measures of sanitary work or
water purification we are very much handicapped. If the commission
in recommending any remedial measures could also embody any
method of raising funds to carry on the work, it would be greatly
appreciated.
Mr. Powell. Why do you recommend the metropolitan district—on
account of the saving?
Mr. Blomshield. On account of the saving to the smaller districts
per capita.
Mr. Powell. You would not have the overhead charges to meet?
Mr. Blomshield. That is it; and that is something that the smaller
communities could not stand.
Mr. Mignault. What is the borrowing power of Trenton to-day?
Mr. Blomshield. Five per cent; but they have $11,000 yet to
borrow.
Mr. Mignault. Is there no provision to meet a case like that where
certain improvements are ordered by the State board of health?
Mr. Blomshield. I believe 5 per cent is the point set by the State
law for villages.
Mr. Tawney. It is set by your constitution, is it not?
Mr. Blomshield. Yes.
Mr. Mignault. In a case like that, where it is a matter of public
necessity, have you not the power to levy a special assessment?
Mr. Blomshield. Nothing we know about yet. We have asked
several authorities on that and we have not been enlightened on that
subject.
Mr. Powell. As a matter of fact, what is your head of taxation,
the village?
Mr. Blomshield. The village. The village takes in a very small
area. It should be enlarged. That is one method that would be
furthered.
Mr. Powell. Have you a county tax besides that?
Mr. Blomshield. Yes.
Mr. Powell. And a State tax?
Mr. Blomshield. And a State tax. Our taxes now are $17.50 per
thousand, or $1.75 per hundred. That is the total tax for the village.
Mr. Powell. That is all combined?
Mr. Blomshield. That is all combined.
Mr. Powell. Well, you are happy boys.
Mr. Mignault. I understand your chief objection is lack of funds
with which to carry out the improvements?
Mr. Blomshield. That is it.
Mr. Mignault. If that were removed, there would be no difficulty?
Mr. Blomshield. There would be no difficulty. As I say, if some
system were laid out for the entire district the village of Trenton
would be heartily in accord with such a system. Due to the local conditions
which have prompted immediate action, they feel that they are
being called out to start the thing.
Mr. Mignault. There is no intention to single them out.
Mr. Blomshield. I realize that.
Mr. Mignault. Our desire would be to treat them all alike.
Mr. Malone. Do you not think that if the Federal Government
were to impose a penalty for not putting in a filtration plant that
they would find ways and means of getting the necessary money to
put it in?
Mr. Blomshield. I guess they would.
Mr. Tawney. Is there any other person here that desires to be
heard this afternoon? As there is not, the commission will take a
recess until 10 o’clock to-morrow morning.
(Thereupon, at 4.15 o’clock p. m., the commission took a recess until
10 o’clock a. m. Tuesday, June 27, 1916.)
International Joint Commission,
Detroit, Mich., June 27, 1916.
The commission met at 10 o’clock a. m.
Mr. Gardner. Gentlemen, the hearing this morning is for the purpose
of listening to the representatives of the city of Detroit, and, as
I understand that we will have to vacate this room at 4 o’clock this
afternoon, it will be necessary for us to get busy. We will first hear
from Mr. Fenkell.
Mr. Tawney. Mr. Fenkell, will you please state what the city of
Detroit has done in connection with the consulting engineer of the
commission in the matter of investigating the remedies for existing
pollution? Before you go into the technical matters, kindly give a
sort of summary or history of the part your city has taken and what
they are doing.
Mr. Fenkell. Your commission met in Detroit about a year and a
half ago, and immediately after that meeting I asked the common
council for funds to begin work on an investigation as to conditions
existing in the Detroit River. Only $15,000 has been provided.
Shortly after that Mr. Clarence W. Hubbell, of Detroit, was engaged
to make an investigation and report. A little later he occupied joint
offices with Prof. Phelps.
That investigation was carried on until Mr. Hubbell’s report was
submitted, about four weeks ago. It was put into the hands of the
printer immediately and yesterday we received the first copies. I
was able to deliver only three copies to you yesterday. I hope soon
to have more from the printer. That report was submitted to the
council shortly after it was received from Mr. Hubbell. The summary
was printed in the council’s proceedings, a copy of which, I
believe, was mailed to your commission.
Because of the haste in getting the report to the printer the typewritten
report was not read generally. In fact, I think I was the
only one that was able to look the report over before it went to the
printer. None of the Detroit officials is familiar with Mr. Hubbell’s
report except such portions as appeared in the council’s proceedings.
Mr. Tawney. Mr. Hubbell and the sanitary engineer of the commission,
then, were working together for the last year, were they?
Mr. Fenkell. I think so. Just how they divided the work and
how they carried out the details I am unable to state.
Mr. Tawney. They were jointly studying the same problem at
the same time.
Mr. Fenkell. They were.
Mr. Tawney. Now, what have you to say, Mr. Fenkell, in regard
to the plans recommended by the consulting sanitary engineer of the
commission, and how do these plans compare with the plans or
remedies proposed by Mr. Hubbell, your sanitary engineer?
Mr. Fenkell. I am unable to state exactly. I have read Mr. Hubbell’s
report through twice, and I have read Prof. Phelps’s report
through, but I have been unable to make any extended study of the
matter. So far I hardly think anyone has, except it be Mr. Hubbell.
Mr. Tawney. Has your municipal government here considered the
question of the standards for sewage treatment and water purification
recommended by the sanitary engineers of the commission?
Mr. Fenkell. So far as I know, it has not received any extended
study, except by Mr. Hubbell. Mr. Hubbell’s report was transmitted
to the common council, and it was submitted to the proper committee,
but the committee have been unable to take any action in the matter,
or study it, because of our inability to furnish copies of the report.
Mr. Tawney. Has the city at this time in contemplation anything
looking toward sewage treatment, independent of any international
question involved in the pollution of the Detroit River?
Mr. Fenkell. No more than is covered by Mr. Hubbell’s report.
Mr. Tawney. You have no specific plan in preparation, is what I
mean.
Mr. Fenkell. No, sir.
Mr. Tawney. Are you treating your sewage here at all?
Mr. Fenkell. In no way whatever.
Mr. Tawney. You are discharging raw sewage into the Detroit
River?
Mr. Fenkell. Yes, sir.
Mr. Tawney. That is the outlet for all your sewerage system?
Mr. Fenkell. Yes, sir.
Mr. Tawney. All of your sewers discharge into the Detroit River?
Mr. Fenkell. Yes, sir. Some do not discharge directly into the
river, but they reach the Detroit River eventually.
Mr. Mignault. Ultimately all of the sewage goes into the Detroit
River untreated?
Mr. Fenkell. Yes, sir.
Mr. Tawney. Where do you get your water from?
Mr. Fenkell. It is taken from a point about 700 feet above Belle
Isle, in the American Channel.
Mr. Tawney. Have you a filtration plant there?
Mr. Fenkell. Detroit has no filtration plant.
Mr. Tawney. Do you chlorinate the water?
Mr. Fenkell. The process in use is chlorination. Mr. Leisen, the
general superintendent for the water commission, is present and can
explain that to you in detail.
Mr. Tawney. Mr. Magrath calls my attention to the fact that we
went into that matter when we were here a year and a half ago.
Mr. Fenkell. I think, if I may be permitted to make the suggestion,
that there have been some changes in the method of treating the
water since then.
Mr. Tawney. Well, that is important. Now, Mr. Fenkell, before
we hear Mr. Hubbell, is there anything else in relation to the subject
that you desire to bring to the attention of the commission at this
time?
Mr. Fenkell. There may have been explained to the commission
the ordinary way in which the city would proceed to get the funds
and go ahead with work of this kind. My understanding is that it
would first be necessary for the council to direct that the matter be
voted on by the people. It would then go up at a regular election,
and in order for the work to be authorized or the bonds to be issued
it would have to receive 60 per cent of the votes cast. The work
would be carried out by and through the department of public works
working with the common council. I can give you still further
details regarding that, if you wish, as well as copies of the law
relating thereto.
Mr. Tawney. What is the present bonded debt of the city of
Detroit?
Mr. Fenkell. I will secure that data and give it to you later.
Mr. Tawney. You have a limited amount of bonded indebtedness
to which the city can obligate itself, have you not?
Mr. Fenkell. It is limited. I will give you that data later.
Mr. Tawney. That limit is 5 per cent of the assessed value of the
property, is it not?
Mr. Fenkell. I am unable to state.
Mr. Gardner. Any such limitation as that is a constitutional provision
of the State, is it not?
Mr. Fenkell. I am unable to state the amount. Detroit now has
home rule, and just what the limitation is when the people vote on a
question of that kind I am unable to state. Would the chairman like
to have me secure that data?
Mr. Gardner. We would like to have it.
Mr. Fenkell. I would suggest that if you have any other questions
of that kind you give me a list of them, and I will secure the desired
information for you, or you can call on the city comptroller and
secure the information from him.
Mr. Tawney. We desire simply to ascertain what the position of
the city would be with reference to carrying out any plan looking to
the prevention of this pollution which now exists. That would be
the only way in which it would be material for us to know whether
the city was situated so that it could carry out any reasonable recommendations
that might be made.
Mr. Magrath. You are filing with us a copy of the report of Mr.
Hubbell, are you not?
Mr. Fenkell. So far I have furnished 3 copies. I have received
only 12 printed copies and have been able to give reports to only
three of the departments of the city that I thought would be interested.
I shall be pleased to furnish the commission additional copies
as soon as we receive them. We hope to receive them to-day or
to-morrow.
Mr. Mignault. I understand you to say that no action has yet been
taken on Mr. Hubbell’s report.
Mr. Fenkell. No action whatever. Upon its receipt it was transmitted
to the council, and within 48 hours it was in the hands of the
printer.
Mr. Mignault. It was referred to the committee, I suppose, for
consideration and printed as all public documents are printed. Is
that correct?
Mr. Fenkell. The report was referred to the committee on sewers.
Only my letter transmitting the report and the summary of Mr. Hubbell’s
report were printed in the council’s proceedings because of the
necessity for cuts, maps, and so forth.
Mr. Mignault. Is it contemplated to take any action on Mr. Hubbell’s
report?
Mr. Fenkell. That is something that I am unable to say. The
matter is now before the sewer committee of the common council, and
in the natural course of events it would be considered by that committee
and a report thereon submitted to the common council. The
matter could then be acted on by the common council, or any action
could be taken that the council saw fit.
Mr. Tawney. How many members constitute the council?
Mr. Fenkell. There are 42 members.
Mr. Mignault. I understand you also to say that before any final
action would be taken on Mr. Hubbell’s report the matter would be
submitted to the taxpayers.
Mr. Fenkell. In order to issue bonds.
Mr. Mignault. Simply to issue bonds?
Mr. Fenkell. Yes.
Mr. Mignault. Otherwise, it would not be submitted to the taxpayers?
Mr. Fenkell. Probably not unless it required a change in the city’s
charter. A change in the charter requires a vote of 50 per cent or
more.
Mr. Mignault. And to issue bonds you require 60 per cent?
Mr. Fenkell. Yes; 60 per cent. The vote on the Belle Isle Bridge
bonds a year ago failed because it received only 58 per cent.
Mr. Mignault. That was the case of a contemplated bond issue?
Mr. Fenkell. Yes.
Mr. Magrath. Mr. Fenkell, I see that in your letter to Mr. Hubbell,
dated November 25, 1914, you decided to submit certain problems
for his consideration, the second one being, “To what extent
does the city of Detroit sewage pollute American waters so as to
render them unfit as a source of raw water for filtration purposes?”
Mr. Hubbell’s reply to that certainly has the right ring to it. It is
stated in paragraph No. 7 of his report, which reads as follows:
In regard to the second part of the problem as to what expense would be
justified for sewage treatment, it is difficult to formulate an answer in terms of
money alone. However, it is believed that, aside from the international features
of the problem, the combined benefits which would accrue from a more cleanly
water front, purer water at the bathing beaches and summer playgrounds,
reduction in typhoid and other water-borne diseases, due to the use of sewage-laden
water along the river front; betterment of raw-water supplies for the
municipalities below the city, and the protection of Detroit’s water from gross
sewage pollution at times when the Detroit River flows backward amply justify
the expenditure required for sewage-treatment works as above outlined. In
round figures, the cost would be about $6,000,000, and in my judgment the
expenditure of this sum would be justifiable.
I would like to say, Mr. Chairman, that I think this commission
should put itself on record with Mr. Fenkell to the effect that we
have been in a delicate position and have had a delicate piece of
work to attend to, and the city of Detroit has played up magnificently
in connection with this investigation. I think it is only fair to make
that admission to these gentlemen. So far as I am concerned as a
member of this commission, I appreciate the good work that the city
of Detroit has done, and I am quite confident that the city of Detroit
will do its duty in the matter. I think, Mr. Fenkell, that we are
indebted to you and to your mayor and the members of your city
council for the way in which you have always met us here in connection
with this problem.
Mr. Tawney. Mr. Chairman, I desire to say that I think that expresses
the views of the commission generally. There have been certainly
very high appreciation and cooperation in the city of Detroit,
and we have every reason to believe that the city will join in any
recommendation we may make to the two Governments for the purpose
of solving this problem.
Mr. Fenkell. I may say, Mr. Chairman, that it has been our endeavor
to work along the lines laid down by the commission, and I
know it is the wish of the mayor to do what he can to further your
efforts and to work in cooperation with the cities and towns on the
Canadian side of the river. He feels that the American cities and
the Canadian cities are so closely knit together that the welfare of
one must work for the welfare of the other. I know that he wants to
do everything he can to further anything that will be beneficial to
the cities on both sides of the river.
I want to thank the members of this commission, both officially
and personally, for your kindness in the matter, and to assure you
that we shall welcome any suggestion that you may have to offer, and
we will continue to work along lines that may seem to you and to
your commission to be proper and right.
If there is any further information that I can give you, I shall
be pleased to do so. The mayor would have been here this morning
had it been possible, and he may be here later. Should there be any
information that you would like me to secure, I would be glad to
obtain it from the comptroller, the corporation counsel, or any of the
other city officials.
Mr. Tawney. I think the information that the commission would
like to have, Mr. Fenkell, is the present bonded indebtedness of the
city, and, if there is a limitation upon the power of the city to incur
obligations of that kind, what that limitation is and how near you
have reached it. If you will kindly have prepared a statement along
that line, we will incorporate it in the record as a part of your statement
of this morning. If you have nothing further to say, we will
now hear Mr. Hubbell.
(The information called for with respect to the assessed valuation
of property and the bonded indebtedness of the city of Detroit appears
in the statement of Mr. George Engel, the city’s comptroller.)
Mr. Tawney. Mr. Hubbell, I think you had better state for the
record what work, if any, you have done in connection with the consulting
engineer of the commission and what duty you were required
to perform in connection with this problem. First, let me ask you if
you reside here in the city of Detroit?
Mr. Hubbell. Yes, sir; I do.
Mr. Tawney. You are a consulting sanitary engineer, practicing
here in the city of Detroit?
Mr. Hubbell. Yes, sir.
Mr. Tawney. How long have you been engaged in the actual practice
of your profession?
Mr. Hubbell. I graduated from the University of Michigan in
1893 and have been engaged in engineering work ever since. About
a year and a half ago Mr. Fenkell, the commissioner of public works
for the city of Detroit referred to me three problems to be reported
upon.
The first problem was that I review the data and conclusions of
the international joint commission for the purpose of enlarging on
any phase of the matter that might be necessary in order to determine
what preventive or remedial measures are required with reference to
Canadian waters.
The second problem was, to what extent does the sewage of the
city of Detroit pollute American waters so as to render them unfit
as a source of raw water for filtration purposes?
The third problem submitted was, by what means, if any, should
the city of Detroit undertake to purify the sewage, and what expense
would be justifiable for that purpose?
Mr. Tawney. That was in November, 1914, was it not?
Mr. Hubbell. Yes, sir.
Mr. Tawney. Since that time have you been engaged in working
out these problems for the city of Detroit?
Mr. Hubbell. Yes, sir.
Mr. Tawney. During that time was the sanitary consulting engineer
of the commission engaged in the study of the same problems
here in the city?
Mr. Hubbell. During a portion of that time he was.
Mr. Tawney. And you worked in conjunction with him?
Mr. Hubbell. Through the cooperation of Prof. Phelps and Mr.
McRae, who was in charge of the Detroit station, we engaged joint
offices for the study of what to me was the third problem submitted.
The cooperation was very close in working out the details connected
with the third problem submitted to me.
Mr. Mignault. That is as to remedial measures?
Mr. Hubbell. Yes, sir; by what means, if any, should the city of
Detroit undertake to purify the sewage.
Mr. Tawney. Since the report of the commission’s consulting sanitary
engineer has been made have you had an opportunity to examine
and study it?
Mr. Hubbell. I have examined it; I have not studied it closely in
all its details.
Mr. Tawney. You have made a final report to the city council
of Detroit as a result of your investigation and study?
Mr. Hubbell. Yes, sir; a copy of which report I have here.
Mr. Tawney. So far as the remedies for the pollution of the
Detroit River as it extends beyond the boundary are concerned, do
you know to what extent your report corresponds with the report
of the consulting sanitary engineer of the commission?
Mr. Hubbell. In working out the problem jointly we came to a
practical agreement in the matter.
Mr. Tawney. You are familiar with the alternative propositions
which the consulting sanitary engineer has submitted to the commission,
are you?
Mr. Hubbell. Yes, sir; entirely so.
Mr. Mignault. There are six alternative measures referred to.
Our consulting engineer has expressed a preference for two of those
measures. Did you agree practically with his choice?
Mr. Hubbell. Yes; we were practically agreed as to the methods
that were most desirable and most fitted for the conditions that exist
at Detroit.
Mr. Tawney. You also agree with the consulting engineer of the
commission with respect to the Detroit metropolitan drainage district;
that is, taking in the suburban villages around here, as I understand
it?
Mr. Hubbell. I think that such a plan, if it could be consummated,
would be desirable.
Mr. Tawney. Two main reasons that are given for the consolidation
of this area into one drainage district are, first, preventing disputes
between the various communities, and, second, effecting economies
and producing more satisfactory conditions generally by means
of comprehensive planning. Your studies were made along the line
of a metropolitan district such as is described here in this report?
Mr. Hubbell. They do not depend on that entirely for their
carrying out. The success of the scheme for purifying or treating
the sewage should not depend solely upon the establishment of a
metropolitan district.
Mr. Powell. It could be worked out as an independent system?
Mr. Hubbell. It could be done so, although it would be an advantage
to have it worked out as a metropolitan district. I might
say, in connection with that, probably an easier and more feasible
way of working that out would be by annexation by Detroit of
territory that immediately needs development, and that would not
require the machinery or legislation that the other scheme would.
Mr. Mignault. Are there many outlying districts which would
have to be annexed to the city of Detroit?
Mr. Hubbell. No; there are not many; if a working basis could
be arranged between the existing municipalities as has already been
done through the courts in the case of Highland Park.
Mr. Tawney. In your report to the city council, Mr. Hubbell, do
you recommend the same standards of purification recommended by
the consulting engineers of the commission, both as to sewage and
water, or do you treat the standards at all?
Mr. Hubbell. I have gone into some detail in regard to the 500 B.
coli standard, and I believe it to be conservative and reasonable as
borne out by data and facts.
Mr. Tawney. Did you go into the matter of standard of purification
of sewage or treatment of sewage, to what extent it should be
purified?
Mr. Hubbell. In a general way only. Accepting the 500 B. coli
standard, the indications are that approximately 90 to 95 per cent
purification would be needed bacterially to our sewage to meet that
standard. That, however, is a question for the future to determine.
It is, in my opinion, a little doubtful as to just what percentage of
bacterial removal would be required in order to produce that result,
but from my studies I concluded that from 90 to 95 per cent
would be required.
Mr. Mignault. And could be realized?
Mr. Hubbell. Yes; and could be realized; there is no question
about that.
Mr. Powell. I gathered the impression from your report, by a
hasty glance at it, that while you did not quarrel with the standard
of 500 B. coli per 100 cubic centimeters you inclined rather to a more
severe standard.
Mr. Hubbard. Well, that question is involved with the one of
seasonal variation. I made quite extensive studies to determine the
seasonal variations in the Detroit River independent of the data that
was shown in the International Joint Commission’s first report. I
found that for normal conditions in the Detroit River the number
of B. coli present was, perhaps, two and a fourth times the average
in the summer time, and about one-quarter of the average in the cold
months, following approximately the temperature curve.
Mr. Tawney. To what condition do you attribute that increase in
the summer? In your judgment, has navigation anything to do
with it?
Mr. Hubbell. In my judgment, the navigation has very little to
do with it, because the curve falls before navigation stops.
Mr. Powell. What is the crisis in the curve—in what month?
Mr. Hubbell. June, July, August, and September are the high
months. The highest point of the curve which I determined for the
entire river was in September, but for the waterworks’ intake it was
in August.
Mr. Mignault. Is it possible to explain why pollution is higher in
the summer months than in the winter months?
Mr. Hubbell. I have made no attempt to explain that. I merely
report the fact that it is so on the Detroit River.
Mr. Mignault. I gather that that is a fact which can not be
questioned, but is not so easily explained.
Mr. Hubbell. I concur in that expression; yes, sir.
Mr. Tawney. If I understand you correctly, then, Mr. Hubbell,
your recommendations to the city on this subject are practically in
accord with the recommendations of the consulting engineer of the
commission as to the remedies for the existing pollution?
Mr. Hubbell. We reached the same conclusion as to the method to
be adopted, if any is adopted.
Mr. Tawney. I think, Mr. Chairman, that we ought to have Mr.
Hubbell’s report made a part of the hearings for the purpose of using
such portions of it in the proceedings as the commission may hereafter
desire.
(The report of Mr. Hubbell was received as a part of his statement
before the commission on the question under consideration.)
Mr. Tawney. Is there anything further, Mr. Hubbell, that you
desire to present to the commission on this question?
Mr. Hubbell. I have expressed myself fully in my report, and
there is nothing further, unless there are some questions that you
wish to ask me.
Mr. Gardner. I think your report is an admirable one and does you
great credit.
Mr. Tawney. Will the comptroller of the city of Detroit kindly
state for the record the assessed value of the property of the city
and the present bonded indebtedness?
Mr. Engel. I had rather have about 15 minutes for the purpose of
preparing such a statement and submit it to you in writing. Our
gross debt at this time is about $20,000,000 in round figures; the net
debt about $12,000,000. Our limitation is 4 per cent, and the assessed
valuation something over $700,000,000. So you see we have a leeway,
of something over $16,000,000. Our net debt is very small, probably
smaller than that of any city of its size in the United States. I will
have a statement prepared for you.
Mr. Tawney. We will incorporate your statement in the record.
Mr. Powell. Do you mean the assessed value of real estate or the
combined real and personal valuation?
Mr. Engel. Combined real and personal.
Mr. Tawney. And the limitation applies to the combined valuation?
Mr. Engel. Yes, sir; and that is 4 per cent.
Mr. Powell. Have you any rule that you observe in respect to
valuation?
Mr. Engel. We are supposed to assess at cash value, full value,
100 per cent.
Mr. Powell. The market value?
Mr. Engel. Yes, sir.
Mr. Gardner. What is your rate?
Mr. Engel. About $18.50 per thousand for next year.
(Mr. Engel later submitted to the commission a statement of the
bonded debt of the city of Detroit, which is copied into the record
in full, as follows:)
Statement of the bonded debt of the city of Detroit.
| Assessed valuation, 1916 |
|
$731,991,960.00 |
| Limitation of debt: |
|
Four per cent of assessed valuation |
$29,279,678.40 |
|
|
Less water bonds authorized |
2,000,000.00 |
|
| 27,279,678.40 |
| Outstanding bonds: |
|
Public sewer |
$5,604,000.00 |
|
|
Public improvement |
535,000.00 |
|
|
Public lighting |
1,406,000.00 |
|
|
Public school |
8,767,000.00 |
|
|
Public building |
1,493,000.00 |
|
|
Boulevard improvement |
700,000.00 |
|
|
Park improvement |
650,000.00 |
|
|
Park and boulevard |
497,000.00 |
|
|
Museum of art |
50,000.00 |
|
|
Hospital |
100,000.00 |
|
|
Library |
750,000.00 |
|
|
Grade |
150,000.00 |
|
|
Annexed district |
484,756.63 |
|
|
Water bonds |
1,947,000.00 |
|
| 23,133,756.63 |
|
| Exempt from limitation: |
|
School |
8,767,000.00 |
|
|
Library |
750,000.00 |
|
|
Annexed district |
44,000.00 |
|
|
Water |
1,947,000.00 |
|
| 11,508,000.00 |
|
| 11,625,756.63 |
|
| June 1, 1916, sinking fund: |
|
Cash |
184,461.95 |
|
|
Securities |
4,736,608.57 |
|
|
Annexed district |
24,287.00 |
|
| 4,945,357.52 |
|
| School and library apportionment |
1,046,485.09 |
|
| 3,898,872.43 |
|
|
Net debt under limitation |
7,726,884.20 |
| 19,552,794.20 |
Mr. Tawney. You are here on the invitation of the commission,
and the invitation was extended to you because of your experience in
the matter of sewage treatment in the city of Milwaukee and also
because of the efficiency with which we are advised your plant is
being operated. Give such information to the commission as you
are prepared to give us concerning the method you have in use there,
and also as to its efficiency and operation. We will be very glad to
have you give us any opinion, based on your knowledge and experience,
that you care to.
Mr. Hatton. It may be that I can best describe this process and
the results we are getting from it by giving you the situation in Milwaukee,
which is somewhat, as I take it, comparable with some of the
situations here. We discharge the crude sewage from the city of
Milwaukee into three rivers, from whence it flows into Lake Michigan,
and 3½ miles away from the harbor entrance we take our water
supply, in a depth of 50 feet. At the present time the water supply
is being partially or entirely sterilized by the use of liquid chlorine.
There is at the present time about an average of sixty millions of
sewage per day being discharged into Lake Michigan.
Mr. Tawney. Sixty million gallons?
Mr. Hatton. Yes; and during this time the lake for an area of
about 25 square miles has become polluted, B. coli being retained in
that entire surface of the lake; and at all times we find the presence
of B. coli at the intake of our water supply, but the treatment of
liquid chlorine has, with one exception, enabled us to sterilize the
water with about twenty-eight hundredths to thirty hundredths
part of liquid chlorine. Last February we got a little larger quantity
of B. coli than usual because of four or five days of southeastern
storm, and in spite of the fact that we put all the liquid chlorine in
and more than the water would absorb, we got a typhoid-fever
epidemic in three or four weeks of about two hundred and some odd
cases. Now, that is the situation in Milwaukee, and for the
purposes——
Mr. Powell. Before you pass on, you say 25 square miles has become
polluted?
Mr. Hatton. Yes.
Mr. Powell. How far into the lake would the pollution extend?
Mr. Hatton. About 5 miles; 3 miles on either side of the harbor
and 5 miles from the shore. The city is located on Milwaukee Bay,
which is a long crescent, about 10 miles from point to point.
Mr. Powell. How far from the outlet of the sewer to the intake?
Mr. Hatton. Three miles and a half; and in addition to that, there
is a breakwater, which is supposed to partially prevent the water
from flowing from the harbor toward the intake.
Mr. Powell. You pursued your investigations beyond the 5 or
6 miles?
Mr. Hatton. Yes. Prof. Whipple was employed to do that, and
he did it very thoroughly for many more miles than 25 square miles.
Mr. Powell. Did he discover traces of it farther than that?
Mr. Hatton. Yes; even farther than that; traces of it 6 miles away
to the north of the intake, but faint traces. It was a question with
us, when the matter of sewage disposal came before us, of not only
treating the sewage so that the water could be properly treated by
filtration or chlorination subsequently, but it was also a question of
getting rid of the sludge from any sewage-disposal treatment which
we might put in, because there was no waste ground in the vicinity of
Milwaukee upon which sludge could be disposed of, and the consensus
of opinion of the citizens of Milwaukee was that the sludge should not
be deposited in the lake, no matter how far out. The feeling was very
strong. I might say, in introducing that matter, that in 1910 a board
of consulting engineers advised that disposition of the sludge, and
that feeling had been growing in the minds of the citizens for three
or four years before I went there, until it had assumed the attitude
that it would not be public policy to discharge the sludge into the
lake, no matter how far out, partially due to the large amount of
shipping which is and was expected to come into the harbors of Milwaukee,
and also from the fact that ships did take their water supply
from that lake before entering the city; so that it was a matter of
taking care of our sludge——
Mr. Powell. Before you pass to that, how does the current compare
with the current in the other Lakes? There is less current in
Michigan Lake?
Mr. Hatton. Yes. The currents are influenced particularly by
the winds.
Mr. Powell. There is very little setting of the water out toward
the strait?
Mr. Hatton. Very little. The general idea has been advanced, by
those who have studied the matter, that the water passes south on the
west side of the lake and to the north on the east side of the lake,
requiring approximately 10 years to make the entire circuit.
Mr. Powell. Is there any continuous flow out of the lake, or does
it flow in, on account of evaporation?
Mr. Hatton. I think there is a flow out of the lake. I think the
record was taken some 12 or 14 years by the United States engineer at
that time, and he printed quite an elaborate report.
Mr. Tawney. Through the straits?
Mr. Hatton. Yes; but just what that report contains I am not
familiar enough with it to say.
Mr. Powell. The flow is always out?
Mr. Hatton. Yes.
Mr. Magrath. I have an idea that the water works inward sometimes?
Mr. Hatton. Well, it comes down, as I say, on the west side, passes
round Chicago, and comes up on the east side, and passes out in the
straits; at least, that is my opinion.
Mr. Magrath. I may be wrong, but I had an idea that the current
moved inward sometimes, and sometimes outward.
Mr. Hatton. Well, possibly so. This is the general tendency of
it, but I think it does sometimes pass out and in, according to the direction
of the winds.
Mr. Powell. The Chicago Drainage Canal is not equal, I suppose,
to the inflows from the surrounding country. It does not balance it?
Mr. Hatton. Well, I think not. It is claimed here very recently
that the waters taken from the Chicago Drainage Canal have lowered
the waters in the connecting streams some 5 or 6 inches. How
true that is I am not prepared to say. Now, before deciding upon
the method of sewage disposal for Milwaukee we built rather an
elaborate experimental station, in which we tried to put all those
modern methods of sewage disposal now prevalent in this country
and abroad, and I think we had 23 different processes going on there
at one time—one of the largest experimental stations carried on in
this country for sewage disposal purposes.
Mr. Mignault. When was it established?
Mr. Hatton. In the middle of 1914. We have been operating it
just about two years. We tried out in that experimental station the
Imhoff tank, so-called settling tank, sprinkling filters, colloidal tanks,
electrolytic processes, chemical precipitation, chlorination, and finally,
what we called the activated sludge process, which we have been
trying out now for a year this month.
Mr. Magrath. Where did that process originate?
Mr. Hatton. Well, that is a question. Mr. H. W. Clarke, of the
Lawrence experimental station of Massachusetts, claims he discovered
it. Dr. Gilbert J. Fowler, of Manchester, England, now of
India, has assumed the discovery of it and developed it in a laboratory
way perhaps further than anybody else up to the time we took
care of it in Milwaukee. He started his experiments in 1914, or late
in 1913, and we started our experiments in 1914, late in 1914. But
it has been developed in Milwaukee to a greater extent than anywhere
else, either in Europe or United States. We started with a laboratory
investigation. From thence we went to tanks, holding or treating
70,000 gallons a day each, and from thence we have gone to tanks
treating 1,600,000 gallons a day, which are now being operated and
have been operated since last January. The process, stated briefly,
consists of, first, coarse screening the sewage, running it through
coarse screens, then into tanks of any depth to suit the conditions and
the situation, say from 10 to 20 feet.
Mr. Powell. That is the residue after the first screening?
Mr. Hatton. That is the raw sewage after it has been coarse
screened. Then the raw sewage is run into these tanks, which have
in the bottom some method of diffusing air which is discharged into
the bottom of the tank at low pressure, just sufficient pressure to
keep the liquor agitated; while in there this liquor passes through
this tank, taking a certain time in accordance with the standard of
purification required, from two hours to four hours, during which
time it is being agitated and aerated by the air. From these tanks it
passes into a sedimentation tank. All of these tanks are practically
one tank divided by a wall separating the aerating tanks from the
sedimentation tank. After settling in the sedimentation tank from
45 minutes to an hour, or an hour and a half, according to the
character of the effluent you require, it then passes out into the
point of final discharge. The sludge which settles out of the liquor
into the sedimentation tank is then pumped back and discharged
into the raw sewage as it enters, or while passing into the beginning
of the aerating tank. The surplus sludge which settles in the sedimentation
tanks is treated otherwise, which I will describe later.
The process is one of aeration and nitrification practically. The
sewage does absorb a great deal of oxygen from the air which is
forced into it through these diffusing methods. The sludge, however,
which we return and keep intimately mixed with the sewage
at all times is perhaps the chief medium of purification, because
that sludge is filled with microorganisms and nitrifying organisms,
which really do the purification work, and that is the reason that it is
called activated sludge, because it is so filled with the nitrifying organisms,
and the more active the sludge is the more rapid and higher
degrees of purification you secure. It is a natural process entirely,
simply intensified by artificial means. To show you the activity of
that sludge, we got the raw sewage, perhaps a million bacteria per
cubic centimeter, in the first aerating tank, within half an hour; the
sludge contains anywhere from fifteen to twenty million bacteria
per cubic centimeter. In this sludge we give the bacteria the natural
environments for their work. We give them food, lodging, and air,
and that is just exactly what aerobic bacteria need, and the desire
is to have intensified the aerobic bacteria, which we have at all times
when the plant is being properly operated. Now, that is a brief
description of it.
Mr. Powell. That is the only purpose of aeration?
Mr. Hatton. No; there is another purpose of aeration, and that
is the intimate mixture of the sludge with the liquor. That can be
done mechanically with a little bit of air put in; but to do it mechanically
would increase undoubtedly the cost and the operating
expenses. In order to clarify the liquor it is not only necessary to
nitrify it, but it is necessary, as we call it, to scrub it, and we remove
the colloidal matter by means largely of scrubbing. To describe that
in a layman’s way, not in a chemical way, the colloidal matter in sewage
rests in the interstices between the globules of water, like water
rests in the interstices of the sand at the seashore. Now, if you disturb
that sand on the seashore, the water runs out and the sand becomes
free of it. If you scrub the globules of water together violently,
the colloidal matter is detached from the water and the water
becomes clear. That is as near a layman’s description as I can give
you, and we have tried the experiment out in our experimental station,
to see whether there is any odor in that sewage, and we have
thought that there is to a certain extent, not altogether. Now,
the question as to how to dispose of this sludge is one of the greatest
problems in sewage disposal in the world; and I think if any of
you went over to Toronto, which I had the pleasure of visiting three
weeks ago, you would see the difficulty that Toronto is up against in
getting rid of its sludge, as are all other cities in the United States,
whether it be Detroit or Buffalo, Cincinnati, Philadelphia, or New
York—well, I will not say New York and Philadelphia, because they
are out at the ocean, and they have a chance to get rid of it, but
inland cities will have this difficulty.
Mr. Powell. They are taking it up in New York.
Mr. Hatton. Yes; they may be able to discharge the sludge in the
sea, but inland cities on the Great Lakes or rivers are going to be
up against the proposition as to how to get rid of the sludge. Then
any method of sewage disposal which will enable the cities to get rid
of the sludge, whether it be at a profit, or whether it be to break
even, or whether it be at a loss, and yet to get rid of it to the advantage
of the agricultural element of this country and indirectly
to ourselves, will be that system of sewage disposal which will undoubtedly
meet the conditions of the large cities. That is the proposition
which is primarily confronting us in Milwaukee, as I started
out to say, and in all of this investigation there has been no doubt
evinced in the last three months by the leading consulting sanitary
engineers in the United States who have visited our plant that the
purification of the sewage has been solved within reasonable cost, but
there has been a great deal of doubt in their minds that the disposition
of the sludge has been solved, and I have told them that
within 90 days——
Mr. Magrath. Did you say that there was a feeling that the
problem had not been solved?
Mr. Hatton. They felt that the question of the disposal of the
sludge had not been solved, although we had solved the question of
the disposal of the sewage.
Mr. Powell. They all recognized that the purification of the
sewage could be accomplished?
Mr. Hatton. They all recognized that the purification of the sewage
could be accomplished in that method at a reasonable cost. But
now we have solved practically the question as to the disposal of the
sludge. It is true we have not reached those definite figures of cost
which are necessary to convince the average municipal officer, but we
are proceeding very rapidly, and we have our own figures which we
feel are perfectly safe. In March for 10 days we dewatered this
sludge by compressing. Now, for two weeks we have dewatered the
sludge, and are drying the sludge, and reducing it into the form of a
fertilizer of low grade, which is marketable anywhere in Chicago,
and marketable along the eastern coast, through the chemical company—I
forget the name of the chemical company there, but it is the
largest fertilizing company in that district. They have offered us a
yearly contract for all the sludge of the character that we have submitted
to them that we could produce, based on the market value of
the ammoniacal nitrogen contained in the sludge, the potash, and the
available phosphoric acid. We have been testing this sludge day by
day for two weeks, and we have averaged from that sludge 5 per
cent of ammoniacal nitrogen—about sixty-seven one-hundredths per
cent is available of phosphoric acid, and nine-tenths of 1 per cent of
potash. Altogether that sludge is worth in the market, based on
those ingredients alone, $15 a ton. There is no doubt about reducing
it to a fertilizer basis. We have the apparatus and are doing it.
Mr. Tawney. Have you ever undertaken to extract anything else
from this sludge, such as oils?
Mr. Hatton. We have, through the firm of Susenberger & Sons, of
Chicago—no, it was a branch of Susenberger & Sons, of Chicago,
which carries on the fertilizing end of the Susenberger & Sons’ business.
They extracted the fats from the sludge, and turned the residue
into fertilizer. But we do not have more than 2 or 3 per cent fats
in our sewage, and that percentage of fats is not harmful to fertilizer,
and it does not pay to take it away from the sludge. Unless you get
at least 10 or 12 per cent of fat in your sludge, it does not pay to remove
it, as I am told by those who are in the business of manufacturing
fertilizers.
Mr. Tawney. Do you know that there is in operation in England
now a plant where they are extracting from the sludge gasoline and
lubricating oils and pitch?
Mr. Hatton. Well, yes; I have read of it in a casual way.
Mr. Tawney. And nitrates, and carbolic acid; is that right, Mr.
Phelps?
Prof. Phelps. Yes.
Mr. Hatton. I never go away without my box, and I want to show
you some samples which I have here.
Mr. Powell. You sell this stuff for $20 a ton?
Mr. Hatton. No; $15.
Mr. Powell. What does it cost to put it in a salable condition after
it is taken out?
Mr. Hatton. Six dollars a ton.
Mr. Powell. You have a profit of $9 a ton?
Mr. Hatton. Approximately $9 a ton. You understand the ammoniacal
nitrogen varies, of course, and that cost is based upon the
ammoniacal nitrogen, and our average is 5 per cent so far. In wintertime
I imagine it will grow less. In July, August, and September it
will grow more. It is true we have a very strong sewage, containing,
for the last month, for instance, 369 parts of suspended matter.
That is a good deal stronger than the average municipal sewage. It
is industrial sewage, largely. Now, I do not want you to think these
samples I am showing you are picked out samples. These are samples
which a good many gentlemen present will tell you they have seen in
our plant that they have visited day by day. This was taken yesterday
at noon and delivered to me in the afternoon. This is a
bottle of the raw sewage, after passing through the half-inch screen.
I am now showing you a bottle of the sewage taken from the aerating
tanks, containing about 25 per cent of activated sludge, the nitrifying
media which purifies the sewage, and I am now showing you
the effluent passing away from the sedimentation tank 4 hours and
45 minutes after it passed into the influent tank. So far as we can
determine, there is a trace of suspended matter in that sewage. Of
course we could not determine whether it was stable or not, because
that takes time. It was taken out yesterday, but my chief chemist,
who brought the samples to me, told me there was no doubt about the
stability of that liquor.
Mr. Mignault. Have you analyzed it to determine whether there
subsists a certain amount of B. coli?
Mr. Hatton. No; this was taken yesterday; but we do get some
B. coli; we do not get complete sterilization. We attempt to get 95
per cent reduction of bacteria in our effluent. We have not had occasion
yet, except when our plant was broken down, or the lake was so
high that it backed into our plant, to reduce our standard. We could
always get 95 per cent, and we more often got 98 or 99 per cent. I
do not know whether I should show you this box I have here very
closely, because it does not smell very well.
Mr. Tawney. You do not deodorize your sludge?
Mr. Hatton. No. I am showing you now a sample of the pressed
sludge.
Mr. Tawney. The reason I ask that is that I saw a sample of
pressed sludge recently, treated by the process I mention in operation
in England, where there was absolutely no odor to it at all.
Mr. Hatton. There is no odor in this sludge until it has been out
in the air 24 hours. Then it begins to get very odorous. That is the
pressed sludge ready for the dryer. When that came out there was
no odor except an earthy odor. I am showing you now a sample of
the dried sludge ready for the fertilizer.
Mr. Tawney. That is in ground form?
Mr. Hatton. No; that is not ground. That is just as it comes
out of the dryer. Some of it would have to be ground no doubt; we
are expecting to grind it.
Mr. Mignault. The dried sludge has no smell?
Mr. Hatton. The dried sludge has no smell. There it is; it has
been on my desk for a good long while. We obtain about half a ton
of this dried sludge per 1,000,000 gallons of sewage treatment. It
means that we would get about $7.50 per 1,000,000 gallons out of
our sludge, and spend from $3 to $4 getting it out of the sewage,
making a profit of from $3 to $4.
Mr. Powell. The process of sedimentation in that bottle has just
taken three minutes and a half.
Mr. Hatton. That is where we were deceived in designing our
sedimentation tanks. As a matter of fact, there is a lot of finely
suspended matter, and it is that finely suspended matter which takes
the time to settle. But I want to draw your attention to the absence
of colloidal matter, and I want to say also that, outside of broad land
irrigation, or slow sand filtration, I think I am justified in saying
there is not any other method of sewage disposal process which will
so effectually take the colloidal matter out of sewage, and make the
sewage at least satisfactory, ethically, to all the cities and municipalities.
I am quite sure if you can discharge an effluent of that
kind in any of the rivers and waters between Canada and the United
States that no citizen of Canada or no citizen of America can possibly
object. He goes largely by what he sees, not by the ingredients
which some chemist tells him are in the water.
Mr. Tawney. Have you any of the by-products you extract from
the sludge?
Mr. Hatton. We do not attempt to extract any by-products. We
propose to sell the sludge as a fertilizer in the shape I have shown to
you in this box. I might say that there is no other process of sewage
disposal at present in common use in America favorable to this locality
comparable with this process, except Imhoff tank and sprinkling
filters, followed by final sedimentation.
Mr. Tawney. What is this process called?
Mr. Hatton. Activated sludge. We tried out the Imhoff tank
process with chlorination in this same sewage, and found the cost a
little bit less than the cost of this process, without finally disposing
of the sludge. We also tried out Imhoff tank, followed by sprinkling
filters, and found the cost much more than this process. We
also found, in our climate of Milwaukee, that, instead of averaging
two and a half million gallons, or getting two and a half million gallons
per acre per day through sprinkling filters in wintertime, there
were three months that we could not get more than a million and a
half. We also found that up to the present date we have not been
able to dry sludge in the open air coming from the Imhoff tank from
the first of last November up to the present day, and in making our
estimates, we do not believe we could get three months in the whole
year in this climate—I am speaking of Milwaukee—when we could
dry sludge effectually from the Imhoff tank or any other sedimentation
process. We have too much rain in June to dry sludge, and the
only way we could possibly dry Imhoff tank sludge was by covering
with glass, heating the place, as suggested by a gentleman in Cleveland,
Ohio.
Mr. Mignault. How long does the drying process last?
Mr. Hatton. Well, that is all according to the weather. If the
weather is very nice and warm, and we have the sun, and not too
damp, it will dry out in about two weeks; it will dry into a spadable
condition in five to six days in good dry weather, but if there is a
little bit of rain comes along overnight, or if it is alongside a lake,
and there is considerable moisture or damp, it may take two or three
days longer.
Mr. Powell. How do you dry the sludge?
Mr. Hatton. In a drier, an industrial drier, just the same as they
use in the packing houses in Chicago and many of the breweries and
many other places throughout the United States in industrial works.
Mr. Mignault. Does it require much space?
Mr. Hatton. No; the amount of land which we have laid out to
treat a hundred million gallons a day, which is the quantity we will
have to treat, is 20 acres; that is, including our pumping stations, our
ministration houses, sludge-disposal houses, and everything concerned.
In fact, to be distinct, this system can treat from ten to
twelve million gallons of sewage per acre per day.
Mr. Tawney. What does it cost?
Mr. Hatton. The cost of the treatment?
Mr. Tawney. The installation?
Mr. Hatton. About the same as the Imhoff tank. I say that
because we worked out the Imhoff tank layout, and also our activated
sludge layout, upon the same ground, and it broke even as to cost.
Mr. Mignault. When you say you make a profit on the sludge, in
the disposal of it, what cost do you consider?
Mr. Hatton. I did not catch that.
Mr. Mignault. When you say you make a profit out of the disposal
of the sludge, what cost do you consider? The cost of the
drying——
Mr. Hatton. The cost of the drying, the cost of the dewatering,
the cost of the freight and the overhead charges of the machinery
necessary to dewater and to dry, and the attendance cost—all those
have to be taken into consideration.
Mr. Powell. You take the raw sewage that comes from the tank?
Mr. Hatton. We take the raw sewage as it comes from the sedimentation
tank containing 97 per cent of water and deal with that.
Mr. Powell. That all enters into cost?
Mr. Hatton. Yes.
Prof. Phelps. That is $6?
Mr. Hatton. Yes.
Prof. Phelps. Would you tell us the cost of the aeration in preparing
the sludge?
Mr. Powell. That would be taken into account as against some
other system.
Mr. Hatton. I think I have that. I will read to you from a copy
of the Second Annual Report of the Sewage Commission of the City
of Milwaukee of 1915:
The cost of the activated sludge, continuous flow, with a removal of 95.5 per
cent bacteria—
I say that because the cost of the operation and the plant depends
entirely upon the character of effluents you want to secure. A lower
grade of effluents lowers the first cost and operating cost, so this is
based on a removal of 95.5 per cent, which is our standard——
The disposal of sludge in cost per million gallons, $3. The interest and
depreciation on the cost of the plant, based at 7½ per cent, $2.81. Cost of
operation, exclusive of sludge, $2, making a total cost of $7.81 per million
gallons treated.
From this $7.81 must be taken the value of the recoverable sludge,
which, as I stated to you, so far in our investigations has been $3
per million gallons, or making a total net cost of $4.81 per million
gallons, which includes overhead charges.
Mr. Tawney. What was the cost of your Milwaukee plant?
Mr. Hatton. Well, we have a 1,600,000-gallon plant now. The
aggregate cost of our total plant is estimated to be about two and a
half million dollars—will be that much.
Mr. Tawney. And that will take care of——
Mr. Hatton. A hundred million gallons.
Mr. Powell. What is your population?
Mr. Hatton. The present population, 450,000; we are building a
plant to provide for a population of 800,000.
Mr. Mignault. What is the per capita cost?
Mr. Hatton. I have not worked it out.
Mr. Powell. Does the cost decrease relatively in larger plants?
Mr. Hatton. Quite so; yes, sir.
Mr. Powell. It is not adding simply a unit?
Mr. Hatton. No. Of course, the cost of this plant largely depends
upon the cost of the air. The larger the air plant the less
the cost of air. We figure our cost of air based upon a cost of
electricity of seventy-seven one-hundredths per cent per kilowatt
hour, which is the rate fixed by the Wisconsin Railway Commission
for that sort of power; so that that rate is actually fixed.
Mr. Powell. Is that power quite an item in the cost?
Mr. Hatton. Quite an item; the biggest item in the cost; the cost
of power for compressing the air—that and the overhead charges,
such as the interest on the money invested.
Mr. Mignault. Are you aware whether power is more expensive
in Milwaukee than in Detroit?
Mr. Hatton. I am not; I do not know what the cost of power is
in Detroit.
Mr. Powell. About what is the cost of horsepower? What is the
cost to you people?
Mr. Hatton. I say it costs us seventy-seven one-hundredths of a
cent per kilowatt hour, and horsepower is about three-quarters of a
kilowatt in round numbers—six-tenths of a cent, I should say.
Mr. Mignault. Is there any nuisance resulting from the drying
process?
Mr. Hatton. No. The gases must be washed, and then after passing
through the washer are taken into the plant itself—into the
liquor, and the liquor is a deodorizer; so there is no odor arises from
the cooking of the sludge, as we call it.
Mr. Mignault. That is the drying of the sludge?
Mr. Hatton. Well, that is what we call cooking.
Mr. Powell. This is not the same principle of the two tanks where
the material is taken into one tank and has a certain bacterial operation,
and then passes into another tank, and then finally into beds?
Mr. Hatton. No.
Mr. Powell. You know the system to which I refer; they had it in
England in one place, and then started it in Canada, and it was not
a success?
Mr. Hatton. That is, they passed from aerating beds——
Mr. Powell. No; they passed first into an inclosed chamber, where
the bacteria destroyed it.
Mr. Hatton. I should imagine, from what you say, that must be
the process by which both the aerobic and the anaerobic bacteria are
the destroyers.
Mr. Powell. Exactly.
Mr. Hatton. We do not want any anaerobic bacteria in our process,
because it produces septic action, which is inimical to our process, because
it absorbs the oxygen and interferes with the efficiency of the
process.
Mr. Powell. Can you take the sludge from the Imhoff tank and
use it, or treat it the same as you are treating the sludge there in Milwaukee
now?
Mr. Hatton. We can; but the trouble is that the sludge from the
Imhoff tank, as we have found it in Milwaukee, only contains about
from 1 to 1½ per cent of ammoniacal nitrogen at most, and that does
not pay for its recovery. I want to say another thing about this
which is of interest. There is no odor about the operation of the plant
at all. You can stand over one of the tanks as it is being aerated and
have no odor come to you, or no odor throughout the entire plant,
unless you let the sludge stay undried.
Mr. Tawney. To what do you attribute the lower percentage in the
sludge taken from the Imhoff tanks?
Mr. Hatton. The fermentation process removes the ammonias from
the sludge. Well, practically all the reduction of the sludge in the
Imhoff tank proposition is the fermentation process, and of course
that removes a large portion of fertilizer values in the sludge.
Mr. Magrath. Are there any weak features in this process that you
look forward to correcting?
Mr. Hatton. There are some problems which we are investigating,
with a view of getting a more economical use of the air, and thus a
lower cost of operation, and that problem concerns the diffusion of
the air in the tanks. We are trying out three methods of diffusion.
We are not prepared to say yet which is the most economical. I am
giving you the figures based upon that which we have used, and our
whole efforts now are being directed to reducing the amount of air
used. That is the principal point which we are investigating at the
present time.
Mr. Tawney. How does the operating cost of your system compare
with the operating cost of the Imhoff tanks?
Mr. Powell. The operating cost of the Imhoff tank is considerably
less than the operating cost of our tanks. They have no air to pay
for, and very little plant attendance to pay for.
Mr. Magrath. As I understand you, the cost to the municipality
under your system is less than the cost under the other system?
Mr. Hatton. The cost of the Imhoff tank, you mean?
Mr. Magrath. Yes.
Mr. Hatton. That is true of installations of any magnitude.
Mr. Tawney. Installation, but not operation?
Mr. Hatton. On both—that is, taking into consideration the value
of the sludge recovered.
Mr. Magrath. Your system costs the municipality less than the
other system?
Mr. Hatton. Providing they sell the sludge. I want to make it
plain to you gentlemen that I am not giving you this information
as it may pertain to Detroit or Buffalo or any other city, but as it
concerns Milwaukee, because I am not in a position to speak of it
here, not knowing your situation.
Mr. Tawney. You state that you recently had your plant examined
by a number of the leading consulting sanitary engineers of the
country, and that while they all agreed that your system was successful,
so far as purification of sewage was concerned, they expressed
doubt as to the disposing of the sludge. On what do they base their
skepticism or doubt with reference to the sludge disposal?
Mr. Hatton. Past experience.
Mr. Tawney. Your past experience?
Mr. Hatton. No; past experience of the sanitary engineers who
have expressed that doubt. As I started to say, or I think I did say
at the beginning of my remarks, that disposition of the sludge was
the greatest problem, both in Europe and America, and this was so
easy, apparently, to dispose of, that they were from Missouri and
had to be shown.
Mr. Tawney. After seeing the way in which you disposed of sludge
in Milwaukee plant, did that satisfy them or remove their doubts as
to the efficiency of your method?
Mr. Hatton. They have not seen it yet.
Mr. Tawney. I thought you said they personally visited it.
Mr. Hatton. They have personally visited it. We put it in operation,
but our press broke down. We have only put this portion of it
in operation in the last two weeks, and it is only now we have begun
to dry it; we did not have a dryer before.
Mr. Mignault. Do you use the rotary dryer?
Mr. Hatton. The rotary direct dryer.
Mr. Magrath. I interrupted you when you were about to say that
in 90 days you would demonstrate something, and you stopped.
Mr. Hatton. I told these engineers that in 90 days I would demonstrate
the possibilities of disposing of the sludge, but I have already
demonstrated it before the end of the 90 days. I think I said that at
Syracuse some time ago in an address I delivered.
Mr. Magrath. In an address made, I think, in 1915 you expressed
some doubt as to the efficacy of your method in winter months?
Mr. Hatton. Yes; I did; and in order to try out this system in
Milwaukee during the winter months was the purpose of building
this 1,600,000-gallon plant which we are now operating; that was the
primary object of building that plant, which cost us $65,000, and we
got it in operation the first week in January and we have operated it
since continuously with temperatures as low as 20° below zero, with
a clear effluent during the cold winter months coming out of the
plant as that effluent which you see there in that bottle. We had no
freezing and no trouble with ice. We had, of course, much lower
nitrates in our effluent than we had in the summer months; in fact,
we had very little nitrates, but we kept up the stability about 104 to
110 hours’ average; some of them went up higher. We go on the
basis of 5 days’ stability test instead of 10 days. The American
Public Health Association suggest that five days is all we need.
You ask me about the relative cost of the Imhoff tank installation
and operating as compared with the activated sludge. Our investigations
in Milwaukee show that the cost of the Imhoff tank, without
sterilization, is $6.20 per million gallons—that includes all overhead
charges—as against $7.81 for the activated sludge. The cost of the
Imhoff tank——
Mr. Tawney. Is that an estimated or actual cost?
Mr. Hatton. That is the cost from the operation of our plant.
Mr. Tawney. Actual operation?
Mr. Hatton. Actual operation.
Mr. Tawney. Is it not an estimated cost?
Mr. Hatton. No. The cost of the Imhoff tank with sterilization,
reducing the bacteria 85 per cent, was $9.51 per million gallons, as
against $7.81 for the activated sludge. Mark you, the bacterial removal
in the activated sludge was 95.5 per cent for that cost, whereas
the bacterial removal in the Imhoff with chlorination was 85 per
cent; and we attempted—and the report is in here—to sterilize our
Imhoff tank effluent to that point comparable with the activated
sludge, and found that the cost of the process was about $14.50 per
million gallons.
Prof. Phelps. How much chlorine does that represent?
Mr. Hatton. Eight and five-tenths parts, which costs $5 per million
gallons, based on 7 cents per pound; that is 3 cents per pound
less than we were paying for it; and we believed—in fact, we were
assured—that if we bought it by carload lots we could get it for 7
cents per pound at that time.
Mr. Powell. Now, circumstanced or conditioned as Milwaukee is,
how does the cost of disposing of your sewage, as at present carried
on, compare with what it would be if you dumped it in its raw
state into the lake, that is taking the raw sewage when it comes
from the end of the sewage pipe? Is Milwaukee the gainer or the
loser by disposing of the sewage as you suggest?
Mr. Hatton. Well, undoubtedly the gainer.
Mr. Powell. That is, by treating the sewage as you treat it, and
disposing of the product, the fertilizer, Milwaukee is the gainer, as
against dumping it in its raw condition into the lake?
Mr. Hatton. Decidedly.
Mr. Powell. That is something consequential.
Mr. Hatton. Yes.
Mr. Tawney. Financially, it is disposing of the sewage at a profit,
as I understand?
Mr. Hatton. Oh, no; I do not want you to think that. We do
not get enough profit out of our sludge to pay for the treatment of
the sewage.
Mr. Tawney. That is the inference I drew from your answer.
Mr. Mignault. What you say is that it pays to dispose of the
sludge after the treatment process?
Mr. Hatton. Yes; there is a profit in it, but not sufficient to pay
for the whole cost.
Mr. Mignault. When the sludge has been treated you calculate
the cost of drying it and disposing of it, and you make a profit out
of it?
Mr. Hatton. Yes.
Mr. Powell. Take a million gallons of sewage at the point of delivery
here in Detroit, and assume Detroit to be circumstanced or
conditioned just the same as Milwaukee is from a sewage standpoint,
what would it cost to bring that sewage up to the point at which
you take it for the purpose of manufacturing into fertilizer?
Mr. Hatton. It costs $7.81 per million gallons, and we get therefrom
practically $3. I am taking the lowest estimate now, making
a cost of $4.81 for the treatment of sewage. I think that answers
the question.
Mr. Tawney. For 1,000,000 gallons?
Mr. Hatton. Yes; per million gallons.
Mr. Powell. Where does the $3 come in?
Mr. Hatton. It is the profit from the sludge.
Mr. Tawney. Deducting the cost of treating it?
Mr. Hatton. Yes.
Mr. Powell. The actual cost is $4.81.
Mr. Hatton. Yes.
Mr. Powell. Following up the question Mr. Magrath asked you,
to anticipate any necessary outlays you made for improvements,
without regard to this, taking the machinery as it is to-day, is there
anything that you think would come in to disturb these features and
upset them in the present conditions?
Mr. Hatton. As to the process?
Mr. Powell. Yes.
Mr. Hatton. Nothing that has been discovered so far.
Mr. Powell. You do not anticipate anything?
Mr. Hatton. Nothing at all; if I did, sir, I would hardly be warranted
in recommending to my board the expenditure of two and
a half millions for this process. That is the best way to answer that.
We have adopted this process, and are going ahead to build it as soon
as we get our land, which has to be condemned partially.
Mr. Magrath. Before you leave the subject, many municipalities,
as you know, dump crude sewage into flowing water, and consequently
they have not arranged their collecting sewers at any particular
point. In the application of this system of yours is it necessary
that there should be a collection of the sewage at some particular
point, or could it be applied quickly to those existing municipalities?
Mr. Hatton. That is one of the features about the process. While
it is always desirable to get one point to dispose of your sewage, where
the cost is considerable for intercepting sewers to get at that one
point it is better to divide up those numbers of points, providing you
can do so without nuisance and at less cost than the intercepting
sewers, and with this process it can be built and operated in the
heart of the city without any nuisance arising. I think that answers
the question, does it not?
Mr. Mignault. Is there any difference in that respect between your
treatment and the Imhoff tank treatment?
Mr. Hatton. I think not. There is no odor that is objectionable
about an Imhoff tank.
Mr. Mignault. I mean as to the necessity of intercepting sewers?
Mr. Hatton. I think not.
Mr. Mignault. In either case, the question of intercepting sewers
is a question to be considered, according to the layout of the ground?
Mr. Hatton. No; not altogether that; according to the layout
of the ground and according to the process which you propose. If,
for instance, you should go beyond the Imhoff tank process and put
in sprinkling filters or nitrifying beds, then you would have to get
outside of the city, in order to prevent the nuisance arising from those
beds.
Mr. Mignault. Perhaps I did not make my meaning clear. Is
there any advantage in your system as to the multiplying of the treatment
works, in order to avoid the construction of intercepting sewers?
Mr. Hatton. Between the two works?
Mr. Mignault. Yes.
Mr. Hatton. No; I think not.
Mr. Powell. Your process is not affected by atmospheric conditions
at all?
Mr. Hatton. No; except that——
Mr. Powell. Except extreme cold?
Mr. Hatton. Yes. We have to use more air in the cold weather
than we do in the warm weather, in order to get the same quality of
effluent, approximately this winter 12 per cent more air.
Mr. Powell. It means practically 12 per cent additional cost?
Mr. Hatton. Of the air alone; but this cost I have quoted is the
actual cost of summer and winter conditions.
Mr. Fenkell. May I ask a question? To what extent would it be
necessary to allow untreated water to escape because of rainstorm?
Mr. Hatton. We are anticipating at the present time, or will
anticipate in this plant, 150 gallons of rain water per capita; that is
all the rain water that will be carried to the plant, and that rain
water will be treated the same as the dry-weather flow. The balance
of the rain water will go into the river.
Mr. Powell. That is per diem?
Mr. Hatton. Per capita; 150 gallons per capita per day.
Mr. Dow. May I ask the witness whether I am correct in my
summing up of the advantage of his method over the Imhoff tank
method, in that it tends to reduce the net cost by producing a readily
marketable fertilizer; that is the essential advantage. Am I correct
in so understanding?
Mr. Hatton. Not altogether, sir. As far as your statement goes,
it is correct, but to get a removal of 95 per cent of bacteria from the
raw sewage, it costs considerably more to do it by the Imhoff tank
and sterilization than it does by this process. I just quoted the
figures.
Mr. Dow. Then initially, the advantage is that, with equal operating
costs a higher removal of bacteria is possible by this process?
Mr. Hatton. Yes.
Mr. Dow. And in addition thereto, there is a certain commercial
advantage, in that the product is readily marketable?
Mr. Hatton. Yes.
Mr. Dow. Much more readily marketed than the Imhoff product?
Mr. Hatton. Yes; that is true.
Mr. Dow. As regards the latter phase of the situation, am I correct
also in my supposition that the present prices for fertilizers are
abnormal, having regard to the prices prior to the war, say 1914?
Mr. Hatton. No; the price of two and a half per unit is the price
that existed prior to the war; the price of ammoniacal nitrogen to-day
is considerably higher than that.
Mr. Dow. The figures given are based upon what might be considered
normal markets, and not upon the present very abnormal
prices?
Mr. Hatton. Yes; for instance, phosphoric acid is worth to-day
10 times as much as the quotations I have used in making my valuations.
Mr. Tawney. Have you any questions, Prof. Phelps?
Prof. Phelps. No.
Mr. Dallyn. Just one point that Mr. Mignault brought out.
Comparing the results of your process with the Imhoff tank, Mr.
Mignault rather concluded that the Imhoff tank could be used in the
same location as your plant. Is it not true that the effluents from
the two types of treatment compare as the two samples on the table,
activated sludge effluent being clear, and that from the Imhoff
tank turbid and discolored, similar to raw sewage?
Mr. Hatton. That is true. I answered that with the idea of
nuisance to the adjacent neighbor.
Mr. Dallyn. What is your actual saving, as you actually contemplate
placing interceptors, collecting the sewage, in the adoption of
your method?
Mr. Hatton. We are saving about $2,000,000 in carrying out the
subaqueous tunnel a mile and a half out to sea, as the original board
of engineers suggested.
Mr. Powell. I understood you to give that as the esthetic feature?
Mr. Hatton. Yes; not only esthetic feature, but the purification
feature; in other words, the local engineer has indicated that he
would not permit, with his sanction, any sewage disposal plant
which would deposit that much suspended matter in the harbor.
Mr. Mignault. The question I put to you was to ascertain, in
case they decided to establish other treatment plants in order to avoid
constructing sewers, whether your system had any advantage over
the Imhoff-tank system?
Mr. Hatton. As I answered your question before, I was looking
upon it with a view to nuisance to the neighborhood. As to nuisance
which might arise from the discoloration of the water, I should say
the Imhoff tank would be far more deleterious in that respect than
our process; but as to nuisances arising in the waters due to decomposition,
assuming that the sterilization of the Imhoff tank liquor
is complete, then the two plants would be practically equal, as to
nuisances arising outside of the discoloration of the water.
Prof. Phelps. In regard to the matter which Mr. Mignault has
brought out, I think it should be stated that, as far as the city of
Detroit is concerned, and also as far as Buffalo is concerned, the
question of interceptors, or of local plant, was not determined by the
character of the treatment, but was determined solely by the physical
conditions—that is, it was impossible for us to locate the local plants
and thus save the interceptors, by reason of the levels of the sewers
and the inaccessibility of available land. We did consider local
treatment, and if it had been feasible it would have represented
considerable saving. The determination is not conditioned by the
character of the treatment.
Mr. Tawney. Have you anything further to say?
Mr. Hatton. No.
Mr. Tawney. On behalf of the commission, I desire to extend to
you our sincere thanks for your appearing before us, coming from
Milwaukee for that purpose, and giving us the very interesting and
clear statement you have concerning the operation of your plant in
Milwaukee and the process of it.
Mr. Powell. We can all assent to that.
Mr. Gardner. Without any question.
Mr. Mignault. You refer to the published report of the city of
Milwaukee. Is that available?
Mr. Hatton. I would be glad to give it to the commission. I am
sorry to say it is the last one.
Mr. Tawney. That is the only one you have?
Mr. Hatton. Except our own office copy.
Mr. Mignault. And the process is described?
Mr. Hatton. Quite well; and the results.
Mr. Magrath. I suppose it is impossible to get copies of this any
place?
Mr. Hatton. Well, there are some of them in public laboratories
throughout the country and among engineers; but we had a pretty
lively demand for them and we only had 500 copies issued, and they
are all gone. That is a copy I picked up on my desk yesterday.
Mr. Rich. Mr. Chairman, I have a brief statement here regarding
lake currents which would elucidate what Mr. Hatton was not quite
familiar with.
Mr. Goddard, assistant engineer at Grand Rapids of the United
States engineer office, read a paper before the Engineers’ Club, of
Grand Rapids in April, 1916, which included his own experience, as
well as a compilation of the results of the studies of others and covering
a number of years. His conclusions were that the currents in the
Lakes are produced primarily by the winds and secondarily by variation
in barometric pressure.
Wind currents follow the direction of the wind.
Pressure currents flow from high to low pressure areas.
The flow through the Straits of Mackinac in either way, according
as the above conditions prevail.
Mr. Tawney. Mr. Leisen, you are the president of the Great Lakes
Pure Water Association, are you not?
Mr. Leisen. No, sir.
Mr. Tawney. Are you connected with that association?
Mr. Leisen. I have a letter from the secretary asking me to represent
the association at this meeting.
Mr. Tawney. Have you examined this report of the consulting
engineer of the commission?
Mr. Leisen. I regret to say that I did not see that report until
yesterday at noon, and I think you can realize that I have not. While
I had endeavored to read over a part of it I have not been able to
digest it.
Mr. Tawney. What are the functions of your organization?
Mr. Leisen. The functions are largely the questions from the sanitary
point of view of preserving the purity of the waters of the Great
Lakes.
Mr. Tawney. It is a voluntary organization?
Mr. Leisen. It is a voluntary organization without any official
standing. It is simply an auxiliary to the health departments in an
unofficial way, I should say.
Mr. Tawney. Where are the headquarters located?
Mr. Leisen. Practically they have no headquarters.
Mr. Powell. Who are the officers?
Mr. Leisen. Mr. Paul Hansom, of the Illinois State Board of
Health, is the secretary; and Dr. Charles J. Hastings is president.
Mr. Powell. Has your organization followed the work of the International
Joint Commission in this investigation?
Mr. Leisen. My familiarity with the organization is almost nil.
As I say, I had a conversation with Mr. Hansom in New York relative
to the matter a few weeks ago, and he asked me if I was still a
member of the association. As a matter of fact, that did not come to
a definite point until I got his letter asking me to represent them
here. Officially, I am not in a position to say very much about the
association or what they have done. It is a newly organized body.
Mr. Powell. When was it organized?
Mr. Leisen. Some time during the past years.
Mr. Powell. What are its purposes?
Mr. Leisen. I think the preservation of the purity of the waters
of the Great Lakes.
Mr. Tawney. And also the connecting rivers, I suppose?
Mr. Leisen. Well, yes.
Mr. Tawney. Have you any statement which you desire to make to
the commission in respect to the pollution of these waters?
Mr. Leisen. As you understand, I am the general superintendent
for the board of water commissioners here in Detroit, and as such
have charge of the water supply. So, naturally, my interest from
that point of view would be toward——
Mr. Tawney. You appeared before the commission two years ago,
when we were here, did you not?
Mr. Leisen. Yes, sir.
Mr. Tawney. And at that time you gave us full and detailed information
concerning the water purification?
Mr. Leisen. I believe the points were generally covered then.
Mr. Tawney. Have you the same process now that you had at that
time?
Mr. Leisen. With this difference: At that, time we were treating
the water with hypochloride of lime as a disinfectant. We have since
changed to liquid chlorine treatment.
Mr. Tawney. What has been the result?
Mr. Leisen. There has been no radical difference in the result.
The results obtained from the use of hypochloride of lime have been
almost identical with those obtained from the use of liquid chlorine;
possibly some elimination of the taste in the water. I do not believe
the complaints of taste of chlorine have been of any moment at all
since the liquid-chlorine process was adopted. To that extent I consider
it an improvement and it is a little more cleanly. It is a nicer
process, more methodical, and more mechanical in its methods.
Mr. Tawney. You have only one intake?
Mr. Leisen. Yes.
Mr. Tawney. What is its capacity?
Mr. Leisen. It is 10 feet in diameter and a little over 300 feet long.
Its capacity, of course, would vary with the head permissible on the
shore end.
Mr. Tawney. How many gallons are you consuming per day?
Mr. Leisen. We are consuming at the present time about 130,000,000
to 160,000,000 gallons per day.
Mr. Tawney. That is, a day of 24 hours?
Mr. Leisen. Yes. Our highest hourly capacity for any one period
was at the rate of about 190,000,000 gallons per day of 24 hours.
Mr. Tawney. The hour consumption was at that rate?
Mr. Leisen. That was the peak load, yes; for one hour during the
past year.
Mr. Tawney. Have you studied this problem in connection with
the matter of sewage disposal at all, or do you deal entirely with the
water end of it?
Mr. Leisen. I have no official connection with the sewage disposal
proposition; but my interests are simply those of an engineer in the
problem, and as a citizen.
Mr. Tawney. Have you had any cases of typhoid fever in the city
of Detroit in the last year or two?
Mr. Leisen. Yes; there have been cases, not abnormal. The typhoid-fever
death rate has been reasonably constant for the last few
years and comparatively low.
Mr. Tawney. Have you gentlemen any questions to ask? If not,
that is all, Mr. Leisen. Are there any other gentlemen here representing
the city of Detroit who wish to be heard on this subject? I see
that the mayor of the city has just come in, in time to witness the
closing of these hearings. He may have something to say. If he has
we shall be glad to hear from him.
Mr. Marx. I do not know really what you have done this morning.
Mr. Tawney. Well, gentlemen, it seems that this closes the hearing.
In concluding the hearing I have been requested, on behalf of
the commission, to extend to the mayor of the city of Detroit and the
council of the city our sincere thanks for the courtesy which has been
extended to us in giving us the use of this council chamber. I can
assure the mayor and the council that the commission sincerely appreciates,
not only the courtesy that has been extended to us, but also
the hearty cooperation which we have received from the officials of
the city since the beginning of the investigation, and we sincerely
hope that when our final recommendations are made to the two Governments
they will receive the approval and support of the city of
Detroit and of the neighboring cities as well. Thanking you gentlemen
for your appearance and courtesy, I will state that the hearings
are now closed.
Mr. Marx. I want to assure you of our continued cooperation.
(Thereupon, at 12.30 o’clock p. m., the hearings were closed.)