USA > New Jersey > Hudson County > Paper read before the historical society of Hudson County. 1908 > Part 23
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They engaged Wm. S. Whitwell, late chief engineer of the Eastern Division of the Boston Water Works, as an ex- pert, and employed Messrs. Clerk and Bacot, city surveyers, to
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compile a connected map of the proposed water district, show- ing the built up portions, and the length and sizes of service pipes required.
To show what Jersey City escaped, it is interesting to read over the different projects seriously proposed and examined in- to by the Commissioners.
The proposition to use the small reservoir in the railroad cut was rejected, as it was not capable of supplying more than fifteen gallons per head, and also, the water was found, on an- alysis, to contain sixteen grains of inorganic solids per gallon- about the amount of inorganic solids found in rather thin city sewage to-day.
Examinations were made of the small streams coursing down the west side of Bergen Hill toward the Hackensack River, and a suggestion was considered for using the west slope of the Hill for a gathering ground, catching the rain water in a net work of sub-soil drains, and conducting it to a reservoir from which it could be pumped to a distributing reservoir on the heights.
This plan was rejected, very fortunately, as it was found that the storage required would be abnormal, and the quality of the water not as good as desired.
Rockland Lake in New York State was considered, but objected to as being in New York State, and the supply being only equal to a delivery of two million gallons per day. The expense of the long conduit was also against this plan.
Some one suggested a plan for a dam across the Hacken- sack River, and the meadows, at a point not far above Newark Avenue, with the idea of keeping the salt water out, and form- ing a great shallow lake, from which water could be drawn by a side cut to the foot of the hill, and there pumped to the reser- voir.
The expense and certainty that the vegetation in the water would render it unfit for potable use, led the Commission to pay little attention to this scheme.
One plan suggested is of interest, because it was almost directly in the line of what has, at last, been done to provide the present supply.
Roswell L. Colt, President of the Society for the Promo- tion of Useful Manufactures at Paterson, offered to furnish from the canal above the Falls, at a head of 106 feet above tide,
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nine and one half million imperial gallons per day of upper Passaic water, at a price of $4,000.00 per annum.
This represents a capitalization to-day, at four per cent, of $100,000.00, or just about one half the rate paid for the di- version of the new supply from the upper Passaic Valley, at a head of 305 feet. This shows that the value of water powers in New Jersey have declined since that day.
Another proposition from the same interests, was to furn- ish about five million gallons per day from the Passaic River above the then projected Dundee Dam, or from Dundee Lake, at a cost capitalized at four per cent of $75,000.00.
The expense of the long conduit, and the total cost which would have entailed a very heavy burden upon the small com- munity, and also the danger of entering into a contract with the Society as a joint lessee with other parties, led the Commission to reject these offers.
If the first had been accepted, it is possible the whole his- tory of water supply in New Jersey might have been materi- ally changed.
A proposal was considered to take the water from the Bloomfield level of the Morris Canal, at an elevation of 174 feet above tide, and deliver it by gravity in the distributing reser- voir on Bergen Hill, at an elevation of 140 to 150 feet. The scheme proposed raising the dam at Greenwood Lake, which was afterward done.
The quantity of water proposed to be drawn was seven million, five hundred thousand gallons per day. The price asked by the Canal Company was $250,000.00, and the estimated cost of works $719, 396.00, or a total of $969, 396.00.
Doubts were raised as to the right of the Canal Company to use the water in this way without legislation. There was also an objection to becoming possibly involved in joint owner- ship in water rights, and fear of litigation with owners on the Pompton and Wynokie Rivers.
While these plans were being considered, the engineer, Mr. Whitwell, seems to have been putting in a rather indust- rious summer, with the result that the Commission finally de- cided to take the water from the Passaic River at Belleville, pumping it to a reservoir on Barbadoes Neck, or Coppermine Ridge, at an elevation of 150 feet, and then by gravity to the distributing reservoir on Bergen Hill.
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The estimated costs, without land damages, for a supply sufficient for a population of 66,666 persons, at 30 gallons per head per day, was $653, 359.00. Land damages were estimated, on the basis of the same item on the recently completed Croton works, at 314 per cent of the whole, or at $26, 131.00, making total estimated cost $679,493.00.
At that time the debt of Jersey City was about $24, 625.00. The city property was estimated to be about $33,730.00. The assessed valuation was $7, 761,618.00.
The distance the water was proposed to be brought to the distributing reservoir was 41,800 feet.
In the estimate of revenue to be received from sale of water, the following items were included: -
2,500 houses with one bath and one closet ;
15 bakeries; I brewery; two printing offices;
33 steam engines, 10 horse power each; 6 slaughter houses ;
I soap manufactory ; 10 hotels (where are they?); 100 tavern saloons, &c. ;
26 ocean going steamers per annum ;
15 locomotives;
250 horses and cows.
The direct income was estimated at $42, 045.00 per annum. The saving in insurance at $20,000.00 per annum; saving in expense of fire department $1,000.00, and in public cisterns, wells, pumps, $3,000.00. Total-$66,045 per annum.
It was noted that the apparatus for extinguishing fires is more abundant, and the firemen more numerous in Jersey City and Hoboken in proportion to population and value of property exposed, than in New York, and the water was less abundant than it ever was in New York.
The estimated cost, which was not exceeded in construc- tion, was equal to about $37.50 for each individual, computed at 17, 500 requiring water. The Croton Works had cost $43.00, and the Cochituate Works at Boston $35.00 per head. The new supply from Boonton will cost, when purchased outright, about $30.00 per head.
Thus the first Board completed their work and reported to the Legislature of 1852.
It is a refreshing commentary on our advance in the science of city government to compare this plan considered and settled upon in one year, involving a burden of $37.50 per head, with
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the weary years which it took for the officials who were charged with this duty between 1882, when the demand for a new sup- ply became urgent, and 1899, when the contract was fin- ally let, to formulate plans contemplating a much lighter com- parative expenditure, and in the face of a typhoid death rate running four or five times the normal.
The first Commission consisted of the very gentlemen whom we are often told by fervid statesmen of to-day, bartered away the birthright of the city, its water front and streets; placed upon the city the burden of railroads and canals, owned legislatures, and were very much in the over-lord class, but in this work they showed very clearly that they were leaders of men by natural right, and loyally and without cost gave to the public the advantage of the great powers which had proved so successful in their personal enterprises.
On receiving the report, authority was given March 25, 1852, to a new Commission to raise the money and carry out the recommendation.
This Commission, for the first years, was partly appointed, John D. Ward, Dudley S. Gregory, and Moses B. Bramhall; also the President of the Board of Aldermen for the time being, and one person to be elected at the first charter election fol- lowing.
After 1855, one Commissioner was to be elected each year, the terms being for four years.
The new Board received twenty-two proposals for their first offering of $300,000 six per cent. loan, the aggregate of the offers being $1, 434,000.
The bonds brought a premium of a little over two per cent.
Mr. William S. Whitwell, the engineer who had made the preliminary examinations, was appointed chief engineer.
The works were commenced and completed substantially on the same lines except as to the enlargements made from time to time, as they exist to-day, partially abandoned for use.
Work was commenced August, 1852, and the pump was started at Belleville June 16, 1854.
This pumping engine was an interesting feature in the work; it was the largest steam pumping engine in America, and one of the largest in the world, with a steam cylinder 80 inches in diameter ; it was of the Cornish type, an improvement upon the Boulton and Watts engines used extensively inį Eng.
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land for water works service, and had a capacity of raising about 4,000, 000 gallons 157 feet in twenty-four hours, at nor- mal speed.
Its net efficient horse power was about 120, and at that time it was looked upon as marking an epoch in water supply engineering.
The engine was built by Robert P. Parrott of the West Point Foundry, who afterward designed and built the celebrat- ed Parrott guns, used extensively in the Civil War.
The choice of this type of engine was brought about by a circumstance which is another instance of the great influence upon American material progress of a well known Hudson County family.
Some thirty years before this Mr. John Stevens, while in England purchasing material for the infant Camden and Amboy Railroad, designed and had rolled and shipped to America the first T rails.
In 1851 Mr. Edwin Stevens, while a member of the origin- al Water Board, was in England, very probably with his yacht the America, which that year won the Queen's (now America's) cup. He employed Mr. George A. Phipps, an English engineer, at his own expense, to examine into and report as to the econ- omy and advantages of different types of pumping engines used at the London water works, with the result that the Cornish type was recommended. Mr. Stevens reported in writing to the Commission.
From time to time the works were enlarged until in 1882 their capacity was equal to delivery of about twenty million gallons per day.
A little before this, Hoboken had severed her connection with the supply, and contracted with the Hackensack Water Company for a supply from the upper Hackensack, but this loss was partially made up by a contract with Bayonne, which only lasted a few years on account of the growing polluted con- dition of the Passaic River at Belleville.
At the time of the installment of the Jersey City works, the Passaic River was justly considered one of the purest sources of supply in the country, based on the then known and accepted standards. Newark was a small town, and did not extend much above the present Turnpike Bridge. A bar in the river below Belleville held back the tidal flow. Passaic was a village, and
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Paterson a small town grouped about the mills below the Falls. There were no sewers discharging into the stream.
In 1872 John P. Culver, then chief engineer, called the at- tention of the Board to the rapidly increasing pollution by sewers. He calls the water still pure, but notes bad taste and odor during the summer.
In 1873 a chemical examination was made by Profs. Wurts and Leeds. This shows in the light of present day knowledge, the river was too greatly polluted for safe use as a supply.
At that time, and for fifteen years afterward, the whole science of bacterial pollution was unknown, or only guessed at.
In 1874 the bar below Belleville had been removed by the U. S. Government with the result that the incoming salt water, with a proportion of Newark sewage, began to show at the in- take of the supply.
In 1882 the evil had become glaring and dangerous; the occurrence of a very dry period, and consequent low water in the river, intensified the trouble. Typhoid became prevalent in Newark and Jersey City, and the Water Boards of the two cities commenced agitation for a remedy or a new supply.
Then followed a period of several years of floundering and ignorant mismanagement on the part of the city authorities and their advisers.
The situation was embarrassed by reason of the unsettled state of knowledge as to the effect of sewage pollution upon a water supply. While large volumes of sewage were being poured into the stream at Paterson, the action of the oxygen in the water, and re-aeration below that city, removed the organic before the lower river was reached as far as could be determined by chemical analyses, and some of the greatest chemists in America, and medical men of high standing, as late as 1888 went on record that the supply, though unpleasant in taste and odor, was harmless to health.
In the meantime the typhoid death rate grew, and the gases from the city sewers was ascribed as the cause.
In 1888 Passaic put her sewage into the river and rein- forced the partially nitrified water from Paterson with a new dose of organic filth.
Yet in a suit in Chancery to restrain the work, the claim of the appellant city of Newark that, though the chemical analysis showed destruction of organic in the flow of some hours, bacter-
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ial examination disclosed the presence of pathogenic germs. This evidence was ignored, and the Court gave an opinion, that the science of bacteriology had not yet established its right to consideration in the Court of Chancery.
In 1891 Newark secured a new and pure supply from the Pequannock water shed, but Jersey City still blundered along, until in 1895 the typhoid death rate had reached eighty (80) in a 100,000. The rate now is about fifteen, and the city was daily losing population and wealth.
Mayor P. Farmer Wanser then performed the most merit- orious act which can be credited to any Mayor of Jersey City for a generation, and cutting the knot, made a contract with the East Jersey Company for a temporary supply of pure water, thus saving many hundred lives.
In 1899 a contract was entered into with the Jersey City Water Supply Company for the water rights, land and plant necessary for a present supply of fifty million gallons of water per day, and the rights and lands necessary to extend to seventy million gallons, with gravity delivery from the Rockaway River at Boonton.
Financial troubles of the company delayed the work of construction for two years, but in 1904 the water was turned on and has been used without interruption ever since, though a tedious litigation over minor details of the contract has de- layed the actual acquirement of the works by the city.
The contract price of the new works is $7,595,000.00, of which seven million may be fairly taken to represent the cost of the fifty million gallons daily supply, and $595,000.00, the added cost on account of the right to draw the additional twenty million gallons per day.
This is at the rate of $140,000 per million per day for the initial supply, and about $30.00 per head of population.
The first works, exclusive of capitalization of cost of oper- ating pumps, cost about $340,000 per million gallons per day.
The original Croton Works for New York cost $360,000 per million per day, and the original Boston Works, $500,000 per million per day.
The estimate for the new Catskill supply to New York is somewhat over $300,000 per million per day.
Jersey City has no cause to grumble at her bargain. The works could not be duplicated for $12,000,000.00 to-day.
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The Jersey City supply presents some interesting and or- iginal features of construction.
The aqueduct, about 22.6 miles long, includes 17 miles of six foot diameter riveted steel pipe, at the time of construction the longest steel pipe of as large dimension constructed.
A large part of the pipe is under a pressure over one hun- dred pounds per square inch.
There are about four miles of reinforced concrete conduit or the line, the first instance of such construction being used in water supply, and an example which has since been followed extensively.
Che main dam at Boonton ranks as a structure with the great dams of the world. It is 3, 150 feet long, 2, 150 feet being of masonry, and 1,000 feet of earth with concrete corewall. Its maximum height is 114 feet, with a width at base of 77 feet, and 17 feet at the top.
There are about 260,000 cubic yards of masonry in the structure. A mass which would make a block which, stood on end, would cover four city lots and tower seven hundred feet in the air.
The masonry of the dam is the first instance in modern engineering of a method of construction which has since been adopted for nearly all the larger dams designed in the United States, including the completion of the Croton, the irrigation dams in the West, and the greatest dam in the world, now be- ing constructed at Shokan for the new supply for New York. This masonry consists of enormous blocks of granite, rough as from the quarry, dropped into a semi-liquid mass of concrete, into which they sink and bed themselves. This form of con- struction was given the name of Cyclopean Concrete by the engineers, and the name has passed into the language and is now generally used in describing such work. No skilled labor is required in this construction, very rapid progress is possible, and the work is enormously strong and water tight. The daily and monthly records of construction on the Boonton dam ex- ceeded any previous records made up to that time.
The top of the dam is 310 feet above the sea, and the lake empounded is 100 feet deep at the deepest point, over two miles long, and about half a mile wide, and is one of the most attractive bodies of water in the State.
In excavating for the foundation of the dam in the triassic
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sandstone, some very interesting fossils were found. Some twenty feet below the rock surface many tracks of dinosaurs appeared in the stone as they had been left in the mud of the ancient sea or lake, and some ten feet deeper numerous layers of fossil fish were found, pressed between the layers of shale, as flowers between the leaves of a book.
An amusing incident occurred apropos of these fossil fish
The State geologist spent some time at the work, making a collection of specimens, and one day a party of Jersey City people visited the ground, accompanied by several reporters.
The fossils were a subject of conversation, and one of the reporters, in search of a story, asked the professor, "About what date were these fish swimming?"
"Date!" was the reply, "we don't reckon geologic periods by years."
"Yes, but I want to make a story-can't you say a thou- sand years, time of Moses, or Adam, any old time."
"Well," said the professor, "let us see. You know there was a time we call the glacial period. Since that period the great canyon of the Colorado has been cut down a mile or so, and the whole topography of upper North America altered. Well, suppose we say the glacial period was yesterday. Then on the same scale we can say these fish were swimming a week ago."
There is another new thing which has had its origin in the Jersey City works, which is worthy of note, and is, in my opin - ion, likely to result in enormous advantages to the world.
In the Chancery suit between the city and the company, the question of the true intent of the contract as to the stand- dard of the purity of the water, and the point where that stan- dard should prevail was at issue.
It was decided by the Courts that the water, as a whole, delivered to the city, complied with the standard of the speci- fications, but, there were some indications that at some times, for a short period, under a rare combination of circumstances, the water might be a little below this standard, and that it was the duty of the company to prevent this.
The danger was very remote, and to install a bacterial fil- ter plant was equivalent to taking a twelve inch gun to kill a partridge.
The company, through its sanitary officer, Dr. John L.
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Leal, and its consulting sanitary engineers, Messrs. Rudolph Hering, George W. Fuller and George A. Johnson, commenced a series of experiments to find a means of insuring the absolute purity of the water at all times.
The result of these experiments has been the discovery that, by the introduction of fifteen one hundredths of a part per million of potential oxygen obtained by the use of five pounds of bleaching powder, per million gallons of water, any pathogenic bacteria in the water could be practically annihilated.
This method has been used now since the latter part of September, 1908, with the result that Jersey City has been re- ceiving a practically sterile water, the bacterial count running below fifty per cubic centimeter, with a total absence of the Bacillus Coli.
To those who fear that this process may have ill effect up- on the users of the water, it is reassuring to know, from the highest scientific authority, that, from careful examination for any indication of the treatment in the water, as delivered in Jersey City, it is estimated that a person would have to drink one gallon per day of water, for eight thousand years, to get a medicinal dose of chlorine, such as is sometimes administered to patients suffering from typhoid fever.
The results here have interested the authorities in charge of the water supplies of many cities, and it is very probable that the process will, in a few years, be very extensively used, where the circumstances are similar to those in Jersey City.
JUL 13
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The Historical Society of Hudson County.
No. 9 Organized January 17, 1908.
OFFICERS 1913
President : DANIEL VAN WINKLE.
Vice Presidents : 1st-REV. C. BRETT. 2d-JOHN W. HECK.
Treasurer :
NELSON J. H. EDGE.
Librarian :
ARCHIBALD CAMPBELL
Corresponding Secretary :
Recording Secretary :
GEORGE W. CASE.
LOUIS SHERWOOD.
Assistant Librarian : EDMUND T. MILLER.
Board of Governors :
JOHN J. VOORHEES
DEWITT VAN BUSKIRK
1914
ALEXANDER MCLEAN M. J. CURRIE 1916
DAVID R. DALY
J. W. MCKELVEY
W. R. BARRICKLO
SAMUEL DRAYTON 1915
VREELAND TOMPKINS
DR G. K. DICKINSON BENJ. L. STOWE
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GIFT SOCIETY APR 7 127
"POWLES HOEK" AND OLD JERSEY CITY Read before the "Historical Society of Hudson County" January 14th, 1913,
No. 9 by Daniel Van Winkle. 11 ECAUSE of the failure of Michael Pauw to comply with the terms and conditions of his grant, all that region lying on the west bank of the Hudson, called Pavonia, which included the present territory of old Jersey City, came again into the possession of the Dutch West India Company.
This tract is described in the original grant to Pauw dated November 22d, 1630, as "Aharsimus and Arresick extend- ing along the river Mauritius and island Manhattan on the east side and the island Hobocan Hacking on the north, and surrounded by marshes serving sufficiently for distinct boundaries."
To those who are not familiar with the early topography of this region, the above description probably appears some- what indefinite, and consequently a more detailed explana- tion may appropriately be given. Of course, to appreciate more fully the conditions then exisisting, all present changes and improvements must be mentally obliterated and the whole territory relegated again to its primitive state. Jutting out into the waters of the bay and river, we find a tract of land of irregular elevation and contour, reaching from about present Essex Street on the south, to First Street on the north, bisected by streams and low lying marsh, frequently completely covered with tide water. On the south, this tract bordered on the waters of Communipaw Cove, which at that time covered the land now occupied by the New Jersey Central Railroad Terminal and all improvements located south of Essex Street. On the north, by Harsimus Cove and Hoboken Creek, or the division line between Jersey City and Hoboken. On the west by the marshes lying at the foot of the hill east of the line of the West Shore branch R. R. With the exception of three mounds or sand hills, a deep marsh which was overflowed by tide water, covered the whole tract. One of these mounds bordered the bay and
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was located south of Montgomery Street and East of Warren, another lying between York Street and Rail Road Avenue and reaching from Barrow westward to Monmouth. The third between Henderson and Cole Streets, reaching from First Street to and above Hamilton Square.
On the mound bordering the bay and first mentioned, the Dutch West India Company had established a trading post in charge of Michael Paulus, as appears from a letter written by Captain David De Vries dated May 20, 1633. "Coming to the boat on Long Island, night came on and the tide began to turn so that we rowed to Pavonia and were there received by one Michael Paulus, an officer of the company." From this fact and from its curvature at the outer end, the projection of land became known as Powles Hoek, or Point of Paulus, Hoek signifying Hook or Corner.
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