REPOET 
OF THE 
BOARD OF 
WATER COMMISSIONERS, 
OF THE 
CITY OF ROCHESTER, 
TO THE 
COMMON COUNCIL OF Tilhwdv JMmSMfiafti:. 
JANUARY 1st, 1875. 
DEMOCRAT AND OHRONICI.E PRINTING HOUSE, NO. 3 WEST MAIN STREET. 
ROCHESTER, N. Y. : 
1875. I v E P O R T 
OF THE 
BOARD OF WATER COMMISSIONERS, 
OF THE 
CITY OF ROCHESTER. 
JANUARY 1st, 1875. 
Office of the Board of Wa tee Commissioners, > 
Of the City of Rochester. > 
To the Honorable the Common Council 
Of the City of Rochester : 
Gentlemen—We have the honor to submit to you the following Report of 
progress made in the construction of Water Works, for the City of Rochester, 
during the past year: 
The Report of the Chief Engineer, herewith submitted, furnishes statement 
of work done and such detailed information in its connection as properly 
belong to his direction and charge. It will be observed that very much has been 
accomplished, and the Works have been so rapidly pushed forward that we 
may now, with some confidence, begin to anticipate their speedy completion at 
no very distant day, and with some certainty proceed to take into an account 
the great and manifold advantages which are to result therefrom. 
We do not think we can be fairly charged with indulgence of the boastful 
spirit, which so commonly is exhibited by citizens over whatever pertains to 
their localities, if we say, that our Water Works are to be ranked among the 4 
REPORT OF THE HOARD OF 
most complete and' efficient which will be found either in this or any other 
country. Every requirement, whether as regards purity and quantity of water 
to be supplied, permanence and skill in construction, strength and durability 
of materials, facility for use in protecting property against fire, convenience of 
working and economy in operating expense—has, we believe, been fully 
regarded. 
Wliat the Water Works are Doing and can do. 
From the Genesee River we are now pumping water into over fifty miles 
of pipes connected with 478 hydrants ; yet our contract called for pumping- 
machinery from the Holly Manufacturing Co. with capacity which should be 
equal to filling only eight miles of pipes and supplying less than 100 hydrants. 
Every fire district, except one, is now embraced within the protection of our 
water pipes. From any hydrant in that large area of territory, actual trial has 
demonstrated, a stream of water may be thrown at least 100 feet high with 100 
pounds pressure upon the pipes at the Engine House. And more than that, ten 
such streams of water may be raised to the same height under the same 
pressure and from any ten hydrants at once. To do this, we have pumps 
which are worked with water power at a merely nominal cost; or if 
those should fail, we have steam engines working directly on piston pumps, 
or piston engines which may be connected with rotary pumps, or rotary 
engines to work rotary pumps. If the water should fail in Brown’s Race, 
we have a pipe connection with the Carroll & Fitzhugh Race, so that 
when needed, the supply can be there obtained. Or if all fail, and the races 
give no water, or the Genesee River yields not at all, or machinery all fails to 
do its work, connecting valves may be opened from the pipes from Hemlock 
Lake, and water thence be supplied. From the first reservoir we have a head 
of 127 feet. From the second, which is in Rush, we have a total head of 245 
feet. From Hemlock Lake we have a head of 388 feet. At the first reservoir 
are gates, which, when closed, will cut off the flow of the water into it, and 
send the current straight on and down to the city hydrants under the head of 
245 feet from the Rush Reservoir. If more head is needed still, the gates 
provided there may be also closed, and the whole head of 388 feet of Hemlock 
Lake be applied, and thus make that system of supply as powerful for throwing 
fire streams, as the Holly system when working under its best conditions 
What the Water Works Have Already Done. 
No one who beheld, can ever forget that beautiful spectacle when the first 
public display of our Water Works was made. But in that scene of brilliancy WATER COMMISSIONERS. 
5 
and splendor it cannot be forgotten that streams of water of diameters and 
volumes never before attempted to be thrown high into the air, were sent 
upwards from our pipes to heights unparalleled in the history of hydraulics, 
and in contravention to all formulas hitherto known to science. Yet not a pipe 
was broken nor even a leak started. 
Some of our citizens have, on one occasion, seen four hydrant streams 
thrown at once, each 100 feet vertically into the air under 100 pounds pressure 
at the [tumps, after the water had been forced through nearly three miles of pipe 
and fifty-nine feet above the Engine House. 
A fire was lately extinguished in the remote north-western part of the 
city, by streams thrown from hydrants 1,700 feet, or nearly a third of a mile, 
away from the fire. The wooden building which burned had been nearly 
consumed except the front, before the hose could be laid to carry the streams. 
But so rapid was the work of the streams when brought to play, the front of 
the building was saved without injury beyond five dollars in value. 
All these astonishing results have been exhibited, together with a continu- 
ous service for a year, and not a single joint has been forced, out of over 
twenty-five thousand made. Every pipe laid has been tested at 130 pounds 
after it was laid, thus presenting a rare advantage for assuring perfect con- 
struction, which our Holly system has enabled us to obtain. 
In short, we are justified in believing, that if the work which has already 
been done, which constitutes more than two-thirds of the whole, has proved 
so signal a success, the remainder, when finished, will perfect the greatest 
enterprise in which our citizens have ever embarked into a perpetual source of 
exultant pride and rejoicing. 
Were ’Water Works Necessary P 
But admitting that our Works are thoroughly satisfactory in every way, 
so far as concerns construction, the great question after all is—Was so large an 
expenditure necessary at this time, and could not the work have been better 
postponed to a future period ? 
The long drouths of the past year, through one of which we are now 
passing, must have satisfied every one that eighty thousand people cannot 
longer expect to live here dependant solely upon the water which may descend 
in rain. These drouths are each year becoming more protracted in duration, 
while each year the wants for water are increasing and greater corresponding 
distress therefore resulting. Wells and springs are either drying up or else 6 
REPORT OF THE HOARD OF 
have become so defiled by pollution from the manifold causes incident to the 
life of large populations, as to be utterly unfit for use. No one has water 
enough, while a large number have suffered from absolute need of this prime 
necessity of life. Here and there is a boastfully provident friend who professes 
to have had a plentiful supply ; yet even he is unwilling to own the truth that 
many a bath has been intermitted in his household, and many a washing-day 
passed over, because there was no water to spare. 
Pressing- Demand tor Water. 
The pressing demand for water has been continuous at the olfice of this 
Board, for months past. While many have been supplied, more have either 
helped themselves, or been kindly helped by generous neighbors who have been 
very generally free to give away water, to all comers who wanted it, in quan- 
tities as desired, even though it did not belong to them to give. The Commis- 
sioners have been aware that thousands of gallons are daily appropriated in 
this manner; but in view of the known water famine which has prevailed, 
they have thus far taken no measure to arrest it. 
It is our conviction, derived from ample observation, that Water Works . 
have not come a day too soon to meet the absolute .need of our people, and 
avert from them the calamities which the want of pure and wholesome water 
is certain to entail. The argument of the strict economist, that what one has 
always done without one may continue to do without still longer, may be good 
enough, if conditions remain the same. Before the forests were cleared, the 
snow which fell into them was held so that it might gradually melt and per- 
colate through the ground into the springs below, and so, also, with the rainfall 
which was sheltered by the overhanging leaves and branches from rapid 
evaporation by the sun. Thus the springs and streams were slowly but surely 
reinforced with pure water. But now as the fallen snow, unsheltered by 
forest trees, is speedily melted under the direct rays of the sun, the water rushes 
to the nearest stream and is carried in torrents away to lake or ocean and yields 
nothing to famishing springs below. 
Now. vault and cesspool, sink and sewer, decayed vegetable and animal 
matter, offal and ordure mingle in liquid filthiness and run down to wells and 
springs, thence to be drawn and drank—although perhaps dissolved and con- 
cealed in apparent purity of water, but in fact foul and poisonous and hiding 
the seeds of disease and death. Such is the water which people in Rochester 
drink, who draw from wells, and have been compelled to drink because they 
had no other. WATER COMMISSIONERS. 
All cannot have Rain Water enough. 
Here and there may be some rieh and comfortable citizen who has many 
apartments to his house and many and extensive roofs to cover them, and thus 
is fortunate enough to catch with them as much water as he may need. But 
these are few. The roofs which cover the greater part of our population, are 
far more diminished in catchment area, and those who live beneath them are 
in larger number to be supplied. And what aggravates the privation is that rain- 
falls are too few and far between. 
It is too obvious to all at this time, whatever doubt may have existed 
months or years ago, that for the health, comfort and absolute needs of the 
people of this large and rapidly growing city, an artificial supply of pure and 
wholesome water has become inexorably imperative. 
Was so Large an Expenditure NecessaryP 
When the subject of water supply was so generally discussed two or three 
years since, it was very earnestly contended by a number of gentlemen of 
intelligence, who also paid large amounts of taxes, that the waters of the 
Genesee River were ample in quantity and suitable in quality to supply the 
City of Rochester, and satisfy every use for years to come; and that, by 
availing ourselves of it. we should save largely in the cost of Water Works; 
and thus the great question of ample supply at the least possible cost would 
find its plainest solution. It will be remembered that the Water Commissioners 
took strong grounds against the use of the water of the Genesee River:— 
1st. Because of its hardness. 
2d. Because during much of the year it was turbid, muddy and impure. 
3d. Because its supply was entirely inadequate. 
The experience of the past year has fully established each and every 
objection then made, and clearly demonstrated that Water Works, depending 
solely upon that source, would have proved an absolute failure, in every view 
they might be regarded. 
There has been no time during the past year when water in the Genesee 
River has been plentiful in supply, when it has not been so muddy’as to be 
unfit for any use, without settling, except for extinguishment of fires, sprinkling 
streets, lawns or gardens ; and, on the other hand, when it has been clear, it has 
been in such scant supply as to compel the use of the steam pumping-set, 
because there has not been water enough to supply the pipes and also furnish 
power to run a water pumping-set. Such lias been the actual continuous REPORT OF THE BOARD OF 
experience, that whenever the water was not muddy, there was not enough to 
be had. 
As to its hardness, the testimony has come from every quarter that it was 
on that account unavailable, and its use for either domestic or manufacturing 
purposes has been everywhere repudiated, except where none other could 
be had. 
It was, therefore, indispensable to seek water which is soft, clear and in 
abundant supply. None in all the region around can be found to compare with 
that of Hemlock and Canadice Lakes. Lake Ontario would have furnished 
excellent water for drinking, but too hard for domestic and manufacturing uses. 
The expense would have been nearly as great in actual immediate construction— 
and far greater in yearly cost of operating complex and powerful mechanical 
appliances. Besides, if there was choice, and up®n it was to largely depend 
the health, the comfort and prosperity of many people and thousands to come 
after them in succeeding generations, it was the highest wisdom to choose the 
purest, the softest and the best. Future generations are to pay the cost, and 
as they are denied, the choice of the water they are to have, they are fairly 
entitled to the best, when their money is to pay for it. 
We therefore are brought inevitably to the conclusion that, in order that 
the City of Rochester should have- such Water Works as alone were proper to 
be constructed and to meet every needed requirement, it was necessary to go 
to the waters of Hemlock and Canadice Lakes for supply. 
It may be asked, in this connection, if the Holly system was not, then, a 
needless extravagance and what was its purpose ? 
We reply, that a water supply was immediately needed. The city was 
absolutely without fire protection, except within a distance of five to ten hun- 
dred feet of the Erie canal. The Holly system has, perhaps, already saved prop- 
erty enough in one year to pay all it has cost. It is an invaluable adjunct to a 
gravitating system of Water Works, to be used mainly for the extinguishment 
of fires; and incidentally, in case of accident to or interruption of the Hemlock 
supply, it can assume the whole supply, or part of it, from the Genesee River. 
Wlicit Revenue may be Expected. 
There has been a general aversion to adopting the water from the Genesee 
River for domestic or manufacturing uses, except in cases where it lias been 
found absolutely necessary in consequence of deficient supply from other 
sources. Outside of these cases, the consumption has been confined very gener- WATER COMMISSIONERS. 
ally to sprinkling streets, lawns and gardens. This could not be expected to 
foot up a very large amount of revenue. The regulations adopted by the 
Board of Water Commissioners forbid the use of sprinklers without inside use. 
But the water was so impure it was thought best to suspend the regulations 
until pure water could be supplied, which would of itself compel a general 
use and carry its own money value. 
We have collected up to Jan. 1st, $2,655.73, and have estimated as yet due 
and remaining unpaid about $7,500, which together will amount to about 
$10,000. 
Small though the amount may seem, the collection of it has afforded many 
most encouraging suggestions regarding the future. 
1st. We discover that the most general calls for connections with the 
mains come from the streets where are the homes of those of moderate or even 
humble means, rather than those inhabited by the wealthy. 
2nd. Reports are daily made to us of the practical exhaustion of the 
sources of water supply heretofore depended on, and anxious enquiries from all 
sorts of people as to when the waters of Hemlock Lake may be expected. 
3d. A demand for manufacturing uses has been developed which has 
largely exceeded our most sanguine anticipations, but it is universally waiting 
for the soft and pure water of Hemlock Lake. 
From these and other observations, we are greatly encouraged to believe 
that it will not be a very long time after the waters of Hemlock Lake shall be 
supplied, to obtain a revenue which shall go far towards, if not actually, 
making the Works self-sustaining. 
Other Advantages besides Revenue. 
But there is a statement of profit and advantage which, justly, should be 
credited to the Water Works account, if not upon the books of the Treasurer, 
at least by every tax-payer, when considering or discussing the question of 
revenue or counting the cost of the Works. 
Saving in Fire Insurance Effected. 
The amounts of annual premiums paid on fire insurance policies in the 
City of Rochester before the introduction of Water Works, was not far from 
$400,000. Fully three-fourths, if not seven-eighths of the insurable property 
in it is now protected by the Water Works. As a natural consequence, the fire 10 
REPORT OF THE BOARD OF 
insurance companies, recognizing the fact, at once reduced the rates of insur- 
ance, but only to the amount of twenty per cent. This reduction has not been 
looked upon by the owners of property as sufficient, in view of the entire 
want of proper protection against fire before the introduction of Water 
Works—and the remarkably perfect protection which is now afforded. The 
great majority have, therefore, taken the responsibility to assume more risk 
themselves and largely reduce the amounts of their policies—some as high as 
one-half or even more, while there are few who have not reduced at least 
twenty per cent. It may, doubtless, be fairly stated that the average reduc- 
tion of risk has been at least twenty per cent. But for our purpose, we will 
assume that the total reduction in rates and amount of risks has been equivalent 
to a saving of forty per cent, on the amount of fire premiums heretofore paid. 
If we assume, besides, that $300,000 was the amount of premiums formerly 
paid upon property embraced within the protection of the Water Works, the 
actual saving effected, then, would be $120,000 per annum. 
This city is entitled to much further reduction in fire insurance rates. It 
in now the best protected city or town in the United States, and the safest in 
which to insure. 
It is not only in regard to the facility for the extinguishment of fire afford- 
ed by its efficient Water Works, that there is to be found its immunity from 
extensive conflagrations, but in construction of the city itself. In 
many other cities the buildings are all, or mostly, in continuous blocks, separa- 
ted only by narrow streets. A fire originating in one building of a block is 
liable to communicate to the others adjoining. The same compactness of con- 
struction renders a burning building more inaccessible for extinguishment, and 
more certain, therefore, of greater loss resulting from fire before water can be 
brought to bear upon it. On the other hand, all our buildings, except those 
devoted to business, are isolated, less liable to catch fire from adjacent burning 
buildings, and if on fire are easily approached from every side. Our streets 
are wide, and fires originating in the business portions of the city are acces- 
sible and easily controlled. 
We are informed that the underwriters of the city recognize all these pecu- 
liar conditions, and also that their Companies have not made a proper reduction 
of rates; and accordingly they have made the necessary representations to their 
principals for the purpose of inducing them to concede a further and more 
satisfactory reduction. WATER OOMMISIONERS. 
11 
Saving of* Property from Destruction by Fire. 
The Chief Engineer of the Fire Department has reported to the Common 
Council, that the losses by fire in the city during the year 1874, amounted to 
$73,000. And he justly takes occasion to remark, “ That when we consider 
that during the year there were between 70 and 80 fires, it certainly seems 
marvelous that there should have been, comparatively speaking, such trifling 
losses.” 
The Fire Marshal reports that the total losses by fire in Rochester for ten 
years previous to 1874, amounted to $1,253,400, or to an annual average loss of 
$125,340. 
The total amount of losses by fire in Rochester, for six years previous to 
1874, was $900,380, or equal to an average annual loss of $150,000. 
The saving, therefore, caused by Water Works the first year in this direc- 
tion alone, is equal to $>77,000, which in thirty years, by the time the Water 
Works bonds mature, if the proportion of buildings liable to be burned should 
not increase at all, would pay more than two-thirds of the whole cost of the 
works. 
The comparison of the past six years is the only fair and proper one, as it 
has been during that period that our valuable and efficient Fire Department has 
been brought to its present perfection of equipment, thoroughness of discipline 
and personal efficiency. 
This Saving Caused by Water Works. 
That the saving in loss by fire has been effected by the Water Works, is 
well known. No steamer of the Fire Department has played upon a fire in the 
districts covered by the Water Works, for many months ; nor in the past year 
has a fire occurred within the range of the hydrants of the Water Works, when 
hydrant streams have not played first upon it and had it well under control 
before the steamers have been ready to play their streams upon it. 
Our citizens have become accustomed to repose with confidence upon the 
never failing protection of our Water Works and the prompt efficiency of the 
Fire Department to set the hydrants in play as soon as the alarm is sounded. 
No longer docs the dread alarm-bell startle from sleep, as it sounds at midnight 12 
REPORT OF THE BOARD OF 
when biting frosts or rushing winds make the thought of fire seem terrible. We 
lift our heads from our pillows and listen for the strokes of the bell and count 
their numbers. We do it twice or thrice, or more perhaps, and then the alarm 
ceases. The firemen have reached the spot, the hydrants have begun to play, 
and all danger is passed. 
Value of Water Works for Fire Purposes and 
public use. 
It must not be foigotten, when taking note of profit and loss of the Water 
Works account, that the only alternative in the early history of the discussion 
of Water Works, if the city should not build its own Water Works, was that it 
should contract with the Rochester Water Works Company, and in that contract 
agree to pay that Company $70,000 per annum for thirty years, for the use of 
400 hydrants for fire purposes, and also for the use of public buildings, and for 
no other purpose whatever. The Works of the city now supply 478 hydrants 
and all public buildings. If 400 hydrants were worth $70,000 to the city then, 
it would seem plain enough 478 hydrants now in use are worth at least as much, 
and shoidd be always credited in taking account of profit and loss on the cost 
of Water Works. 
Value of Water Works from other considera- 
tions. / 
No pecuniary estimate can be put upon the1 enhancement of the value of 
property which results from the mere fact of the existence of Water Works in 
our city. 
This consideration is too much lost sight of. No one can deny that a sewer 
constructed or a street improved along the front of a lot adds a substantial 
value, which its owner and all others at once take into account, varying accord- 
ing to the necessity or character of the improvement, from ten to fifty per cent 
(and perhaps, even one hundred per cent.) upon the value of the lot before the 
improvement was made. It is not because a substantial addition is in any way 
made to the property, but that the improvement has added to the desirability of 
it for residence or business, as it may be. That is exactly the consideration 
which attaches to the presence of water pipes connected with Water Works 
laid along the front of any piece of real estate. They are looked upon to pro- 
vide perfect facility for an abundant supply of pure water for every use, for 
the necessities, comfort, cleanliness and health of the occupant of the adjacent WATER COMMISSIONERS. 
13 
lot, and to protect his property thereon from fire,—or it may be, to make the 
lot suitable for manufacturing purposes. The lot, therefore, becomes largely 
more desirable for occupation, and at once takes on increased pecuniary value, 
as a necessary consequence. 
It is believed (and the statement is confirmed by the opinion of the City 
Assessors,) that our water pipes are now laid along the front of real property, 
valued a year since at no less than $60,000,000. Can any one fairly deny that 
real estate has been enhanced at least 5 per cent, in value by reason of the 
mere presence of Water Works in proximity to it? If so, the increased value 
alone of the real estate of the city, by reason of the construction of Water 
Words, amounts to at least $3,000,000—or the whole cost of the works. 
Another consideration, valuable in this connection, is the further enhance- 
ment in the value of real property occasioned by the coming of strangers here 
to reside, attracted by the greater desirability for residence or the greater facili- 
ties for manufacturing purposes afforded by Water Works. Capital is thus 
drawn here, larger fields for employment opened in extending manufactures, 
and greater demand for real estate created. New uses for capital of our citizens 
will be developed in manufactures in which pure water is a prime essential 
ingredient or necessity, and thus new sources of wealth revealed. Our city will 
enter upon a new life, and expand into greater proportions and wider activities. 
It has had all other things, save this one most valuable thing—pure water, to 
make it beautiful and prosperous. With this secured, it may challenge com- 
parison in every advantage pertaining to residence or business to be presented 
by any city, and hopefully begin a new chapter in the history of its progress 
and wealth. 
Summary of Advantages. 
We may thus sum up the advantages already apparent, after use of Water 
Works for only a single year : 
Saving in Insurance $120,000 
Saving in destruction of property by fire 77,000 
Annual value for fire purposes 70,000 
$267,000— 
an amount more than enough to offset all possible interest and cost of main- 
tenance, even though not a dollar of revenue should be derived from the 
Works. 14 
REPORT OF THE BOARD OF 
Besides all this, is an absolute appreciatron of the value of property fully 
equal to, if not largely exceeding, the whole cost of the works. If such shall 
be the immediate effect, what must it be when thirty years shall have passed 
away and the bonds become due, and the causes and effects alluded to have 
been longer at work and larger populations have been affected. 
Posterity is to pay tlie Principal and with 
vastly more ability to pay. 
And, after all, the burthen of the debt incurred for the cost of these Water 
Works, is to rest upon the people who shall constitute the generation which is 
to be here in the year 1902, when the bonds issued for construction shall mature. 
They will then be enjoying all the manifold benefits which the Water Wotks 
shall confer; their ability to meet the responsibility of payment of the bonds 
will be vastly strengthened and increased; and there will be a very much 
larger population among whom it shall be divided. 
In 1842 the assessed valuation of property of the City of Rochester was 
only $4,385,896 and the population was 22,000. In 1872, thirty years after, 
the assessed valuation of property was over $13,000,000 (or about $70,000,000 
actual valuation) and the population was about 70,000. 
The increase in property in thirty years was 196 per cent., and the increase 
in population 218 per cent. 
It is entirely fair, then, to assume that thirty years thereafter, viz., in the 
year 1902, when the water bonds are to mature, that the actual valuation of 
the real property of the City of Rochester will be, at least, $185,000,000, and 
the population 200,000. 
We have, therefore, to deal with the question of interest alone, and as 
against that, we have already shown largely countervailing benefits which are 
more than equivalent in value to the whole amount of interest to be paid, 
together will all operating expenses, without taking into account a single dollar 
of revenue certain to be derived from the Works. 
A candid examination of all that relates to the subject of Water Works 
must inevitably force the conviction, that nothing has ever been undertaken by 
the City of Rochester, so beneficent in design or momentous in its character as 
affecting its future prosperity and sure advancement, or so certain of satisfac- 
tory pecuniary results. In whatever way viewed, they are destined to prove WATER COMMISSIONERS. 
15 
paying investment. The actual revenue which will be derived after the pure 
lake water is delivered to us will surprise the most sanguine. Two or three 
years of taxation may be necessary to meet deficiencies, in amounts necessary 
to defray interest, but not much longer. And, as the people begin to fairly 
enjoy the luxury of the free use of water unsurpassed in purity, which is 
brought into their households, they will then appreciate that in counting the cost 
they will find it vastly overbalanced by the almost priceless blessings it bestows., 
ROSWELL HART, 
JOHJN BOWER, 
WM. H. BOWMAN, 
C. C. MORSE, 
GILMAN H. PERKINS, 
Water Commissioners. R E PORT 
OF THE 
SECRETARY 
TO THE 
BOARD OF WATER COMMISSIONERS. 
To the Board of Water Commissioners: 
Gentlemen—I respectfully submit the following statement as an exhibit of 
the financial resources and disbursements of the Board to January 1st, 1875, 
to-wit: 
RESOURCES. 
Total amount placed to the credit of the Board of Water Com- 
missioners by the City Treasurer, for Water Loan Bonds 
sold 18,000,000 00 
For accrued interest on bonds at the time of sale 41,589 42 
For interest received on deposit balances 22,840 19 
$3,063,885 01 
TOTAL DISBURSEMENTS. 
(Asper vouchers drawn on the City Treasurer.) 
For the purchase of lot (with three water rights) on Brown’s Race, 
on which is erected the Holly Works Engine House $ 10,500 00 
For the purchase of two additional water rights on Brown’s 
Race 7,000 00 18 
REPORT OF THE BOARD OF 
For the purchase of two water rights on Carroll & Fitzhugh 
Raceway 3,000 00 
For the purchase of lands in town of Rush for storage reservoir. 6,093 90 
For the purchase of lands near Mt. Hope, for Distributing Reser- 
voir 35,187 74 
For the purchase of lot east side Mill street to Brown’s Race, 
opposite Engine House, for storage and repair shop 12,000 00 
For the purchase of lands at foot of Canadice Lake 2,250 00 
For the purchase of lot and building between Erie Canal and 
Pinnacle Avenue, for storage of water pipes and other 
materials 10,221 33 
For the purchase of Right of Way to lay and maintain Water 
Works pipes 24,557 11 
For the construction of the Holly Works building, machinery, etc. 200,784 36 
For the operating expenses of Holly Works at engine house 8,886 86 
For account of iron pipe delivered, trenching and laying same for 
both Holly and Lake systems, and construction of the two 
reservoirs... 1,703,016 40 
For valves, gates and hydrants 60,257 19 
For service pipe, trenching and laying same to street curb, tapping 
mains, including taps, cocks, covers, and other materials 
and labor in rendering service to consumers 60,251 81 
For engineering expenses, including inspection and general super- 
intendence 63,646 97 
For service of Water Commissioners 10,250 00 
For services of Secretary of the Board 2,812 50 
For services of City Treasurer, as Treasurer of the Board 750 00 
For legal services 3,044 38 
For office furniture 876 15 
For interest on Water Loan Bonds to January 1st, 1874 . 25,631 40 
For transportation of sundry materials 884 05 
For Town Taxes on Rush Reservoir 53 10 
Eor Water Meters purchased 134 00 
For account of miscellaneous construction and general expenses. 155,079 12 
$2,413,168 37 
Cash balance with City Treasurer 650,717 24 
$3,063,885 61 WATER COMMISSIONERS. 
19 
WATER WORKS REVENUE. 
To cash received for rent of small dwelling house near Distributing 
Reservoir $ 52 00 
To cash received for water rents 2,655 73 
By cash deposited in Bank of Monroe and undrawn $2,707 73 
Respectfully submitted. 
C. T. AMSDEN, 
Secretary. 
January 2d, 1875. 
City Treasurer’s Office, ) 
Rochester, N. Y., Feb. 5tli, 1875.j 
To the Board of Water Commissioners : 
Gentlemen—I hereby certify that the unexpended balance of the Roches- 
ter Water Works fund in my custody, upon the 1st day of January, 1875. 
amounted to $650,717.24. 
Very Respt. Yours, Ac., 
JOHN WILLIAMS, 
Treasurer. REPORT 
OF THE 
CHIEF ENGINEER 
TO THE 
BOARD 'OF WATER COMMISSIONERS. 
Engineer’s Office, Rochester Water Works, | 
January 1st, 1875. f 
To the Honorable the Board of Water Commissioners : 
Gentlemen—In pursuance of directions received from you, I herewith 
respectfully submit my Yearly Report of the Department of Construction and 
Repairs connected with the Rochester Water Works. 
In a Supplement to my last Yearly Report, I gave a synopsis of the work 
accomplished to that date, and also a statement of the results obtained at a trial 
of the Works so far as completed, on the 18tli day of February last. As this 
supplementary report related to matters which should properly be embraced in 
the report for the year 1874, I respectfully call attention to the same in this 
connection. The size and height of streams thrown on that occasion, the ratio 
between power applied and results obtained, were a surprise to the Hydiaulic 
Engineers throughout the country. The secret of that success, however, is due 
first, to ample power provided at the pump house, and second, to such an adjust- 
ment of force Mains as regards sizes, bends, &c., as to reduce friction to a 
minimum. 
The work of construction has progressed with remarkable vigor during the 
whole of the present season, both in the city distribution and on the conduit 
line. At the date of my last report, there had been laid in the city streets 
11 jU, miles of iron pipe; there has since been added 38ioo, making a total of 50ioo 
miles. There have also been added 511 stop valves, making a total of (563 , 22 
REPORT OF THE BOARD OF 
also 350 additional fire hydrants, making a total of 478 now in use. Apprecia- 
ting the scarcity of water throughout the city, not only for the suppression of 
tires, but for all other uses, the practice has been adopted to test and bring into 
immediate use the Water Mains as soon as laid in a street, the perfect intercom- 
munication between the Hemlock and Holly systems of pipes, allowing this to 
be accomplished. As a consequence, the Holly machinery which was designed 
to supply 8 to 10 miles of pipe Mains and 100 hydrants, is now performing that 
duty for 50 miles. One water set very satisfactorily performs this service, 
except in case of heavy fires, when the other water set is also brought into use, 
or in case of low water, when the pumping is done with ihe steam set. 
The hydrants now in use are mostly of the Mathews patent, manufactured 
by R. D. Wood & Co., of Philadelphia. The stop valves are made by the Lud- 
low Valve Co., of Troy, N. Y. 
There have been 2,743 Service Taps inserted, about 2000 of which are now 
in use. 
The following is a list of the iron pipe Mains of different diameters laid in 
the city : 
3,500 lineal feet 24 inches diameter, Wrought Iron. 
7,344 “ 20 “ “ Cast 
31,167 “ 16 “ 
26,165 “ 12 “ “ “ “ 
6,806 “ 10 “ 
41,756 “ 8 “ “ “ “ 
71,485 “ 6 “ 
77,983 “ 4 “ “ 
833 “ 3 “ “ Wrought Iron. 
82 “ 2£ “ 
542 “ 2 “ “ “ “ 
374 “ l$/‘ 
268,037 = 50 /<$, miles. 
Work on Conduit Line. 
There have been laid in the Conduit Line at various points about 11 miles of 
pipe, leaving less than 17 miles yet to lay. There are now delivered nearly 7 
miles of Conduit pipe on the line, ready for laying in the spring, and that 
amount is being constantly increased. The principal part of the right of way 
has been obtained and paid for ; and the work can be very rapidly pushed from 
the commencement of the season. WATER COMMISSIONERS. 
The Reservoirs are nearly completed ; the masonry foundations for carry- 
ing the pipes under the reservoir embankments have been constructed and the 
pipes put in. At the Distributing Reservoir, the 7 large gates controlling the 
whole Hemlock Lake circulation are in place in the Well-house, and the ma- 
sonry for the Inlet Well is completed. There yet remains the construction of 
the central Fountain, which will require but little time, and the tilling up the 
opening through the embankment excavated to put in the pipes. 
Reservoirs. 
As a part of the plan for operating the Holly Works, it has always been 
designed as a precautionary measure, to construct a wrought iron 24 inch Supply 
Pipe from the Carroll & Fitzhugh Race to the reservoir under the Pump House 
on Brown’s Race. Preliminary to this, a purchase was made of two Water 
Rights on the Carroll & Fitzhugh Race. The Supply Pipe above described 
has been laid during the present season, and water can now be supplied to the 
pumps even if Brown’s Race is drawn off for any purpose. A connection has 
also been made between this pipe and the 20 inch Hemlock Lake pipe in Main 
Street, so that when the Hemlock Lake water is obtained, a supply can be 
furnished to the pumps, even if the water be drawn from both races at once. 
Wrought Iron Supply Bipe. 
This work has perhaps given rise to as much discussion as any part of our 
plan of construction. The Extrados of the arches of the bridge were so near 
the surface of the roadway that there was no room for laying the Pipe Mains 
over them. The expense of diverting these Mains from the line of Main street 
and carrying them in a tunnel under the mills, races and river, at such a depth 
as would remove them from danger resulting from any future deepening of the 
river bed, and also providing a sewerage for said tunnel which would enable the 
pipes to be reached at any time for repairs,—could not have been less than 
$50,000. The plan adopted, of cutting away sections of the arches and repla- 
cing with iron, carried up so as to form a complete double box in which 4 
wrought-iron mains are packed in tine charcoal, has been accomplished at an 
expense of $17,000, and in such a manner, I believe, as to entirely satisfy the 
public of the wisdom of the plan. 
Laying Pipes over Main Street Bridge- 
By the original plan, the Commissioners were to lay 40 miles of Pipe Mains 
in the city. Already they have exceeded this amount by 10 miles; and to 
Demand lor Extension of Mains. REPORT OF THE HOARD OF 
complete the connection yith the distributing reservoir, will require an addition 
of miles, for which pipe is provided, which will make an aggregate of 54 
miles of city distribution, or 14 miles more than was originally contemplated. 
Notwithstanding this increase, the demand for extension is unabated and press- 
ing, and it comes in many cases in such a shape as to hardly admit of denial. 
During the present season a demand was made on the Commissioners for 
the extension of a Water Main on North Avenue, and while it was not embraced 
in their plan of present distribution, yet the circumstances as narrated below, 
were such that they did not feel at liberty to refuse the demand. In the con- 
struction of the outlet sewer through that street, almost every, it not every well 
on the street was drained, and the deepening of the wells did not remove the 
difficulty. The people were without water for the ordinary purposes of life, 
rendering the extension of a water main indispensable; and this is only one of 
a large class of similar cases. 
The demand for water in Rochester is somewhat peculiar and unlike most 
other cities. In canvassing the necessities and the probabilities of a large con- 
sumption of water in some of the comparatively new streets in our suburbs, 
the first impression is that there would be but few consumers and small revenue 
from such a street for years, while on careful investigation the fact is developed 
that during a considerable portion of the year a scanty supply of inferior quality 
for domestic consumption is obtained with the utmost difficulty, and thus when 
the water is brought to their doors they are consumers perforce. 
To give reasonable fire protection for certain quarters of the city now 
totally unsupplied from any source, and to meet the demand for domestic pur- 
poses, I am satisfied that at least 10 to 15 miles of extensions should be imme- 
diately made. The recent extension of the city limits, including some avenues 
where large supplies are needed aud would be used, and the inhabitants of 
which are petitioning for the extension, emphasizes the opinion above expressed. 
These extensions, in a majority of cases, would require only the smaller sizes 
of pipe ; and as many of the expensive special castings and gates, have been 
inserted while laying other streets, the work of extension would be only moder- 
ately expensive. 
The question may be asked by some, notwithstanding what has been said 
above, why the Water Commissioners should not make these extensions? 
The answer to this is that the law limits the amount which the Water 
Commissioners are allowed to raise and expend, and that they have already, by 
the force of circumstances, been obliged to make expenditures not properly 
belonging to construction. It is very unusual in the history of Water Works, WATER COMMISSIONERS. 
25 
that they are or can be operated for supply of c®nsumers or suppression of 
fires during construction. But this is just what has been done here, and in 
consequence of this fact the construction account has been charged with all 
operating expenses, amounting to about $9,000, as well as the furnishing and 
laying of all services from the mains to consumers, and the payment of several 
employees to act as inspectors of service and making repairs. This item of ser- 
vice alone amounts at this date to over $60,000, and no doubt will be $100,000 
before the close of the present year. 
In addition to this there has been paid at this date $200,000 of bond inter- 
est out of the construction fund, but which the law provides shall be raised and 
paid by the Common Council, by tax upon the property of the city; and in 
addition to all this, as heretofore stated, the Commissioners have already put in 
or will have by early summer, 14 miles more of city distribution pipes than was 
originally contemplated—an item which amounts to about $175,000. 
The undersigned has always believed it good policy during the present con- 
struction, to provide for all the future an ample supply of water. The Com- 
missioners, after careful and thoughtful examination of the whole subject, have 
also arrived at this conclusion, and such arrangements and constructions have 
been made, both in the construction of the Reservoirs and Conduit line, as to 
increase the supply to be received from Hemlock Lake, to 7,000,000 gallons per 
day. With these plans consummated, I am satisfied that we shall have a supply 
for at least 150,000 people. 
Expected Completion ol the Works and Cost 
thereof 
The work in the city and on the main line has so far progressed that no 
physical obstacle which I can now foresee, will prevent the introduction of 
Hemlock Lake water into the city some time during the year 1875. It is also 
believed by the undersigned, that the cost of construction of same, including 
the increased supply by the Conduit line, will not vary materially from 
$3,000,000, providing the construction fund is not saddled with payments of 
bond interest, increased extension, and other accounts heretofore enumerated, 
which are no part of construction, and which no Engineer would regard as 
items to be included in an estimate of the cost of the construction of a system 
of Water Works. 
Satisfactory Operation oi the 'Work. 
The Machinery at the Pump House has been in constant and very satisfac- 
tory operation since the first of January, one year ago. There was then a REPORT OF THE BOARD OF 
comparatively small amount of pipe under pressure, but as soon as Spring 
opened and work was resumed, the pipes were put under pressure as fast as laid, 
so that fire protection might be given as soon as possible, and also relief obtained 
from the drought, which became very severe during the summer, and at this 
date still continues. 
A considerable number of fires occurred within the district covered by the 
water mains, and in no case has the fire been extensive, but has almost invari- 
ably been confined to the building in which it originated. In almost every 
instance the building itself has been saved from entire destruction. The streams 
from the hydrants have in every case been very effective, and on no occasion 
have the works failed to respond to every demand made upon them, either at a 
fire or otherwise. Fires have been extinguished by streams of great power from 
hydrants 1,000 and 1,700 feet distant. 
The repairs required by the Machinery have been very small in amount, and 
even these were rather in the nature of additions which experience indicated 
would increase the efficiency of operation and facility of adjustment and use of 
the Works. 
The undersigned has caused duplicate pieces to be cast of the several pecu- 
liar and special shaped parts of the Force Main in the Engine House, so that 
any disabled part may be readily and quickly replaced. And it may be added 
that a few duplicate pieces of all special and unusual forms of castings through- 
out the whole work, in city or country, have been procured and kept in store, 
so that disaster to any portion of the work shall entail the smallest possible 
delay. 
Facility of Management. 
It is a part of the plan of construction to build a telegraph line from the 
city to Hemlock Lake, using printing instruments, with a Station at each 
Reservoir and at the Lake. Each Stop Gate, both at the reservoirs and lake, 
and on the Conduit line, will be numbered, so that the whole may be as conve- 
niently managed by the Superintendent or Engineer from his office, as the 
running of trains on a railroad are directed on a division. 
Another object to be accomplished by this telegraph line, is to enable the 
Chief Engineer of the Fire Department to change the pressure on the domestic 
pipes from that given by the lower reservoir to that of the unper one, in case 
of a fire, when increased pressure seems to be desirable. It will also enable the 
Engineer at the Pump House to give immediate notice of any derangement of 
machinery or pipes. WATER COMMISSIONERS. 
The arrangement of our Works is unique, but simple; and they are so 
thoroughly connected and intercommunicable, that very many vastly import- 
ant changes may be almost instantly made in an emergency to insure cer- 
tainty of operation and efficiency, by the aid of this telegraphic communication, 
provided that the whole is always under the direction of a thoroughly compe- 
tent and comprehensive mind. 
infective Distribution. 
In the construction of Water Works in the past, perhaps more failures have 
resulted from defective or scanty distribution, than from almost any other 
cause. No matter how powerful the machinery may be, or how great the 
head, great results cannot be obtained if that power is wasted in overcoming 
friction in small pipes or abrupt and contracted bends. Main feed pipes of large 
size and in considerable numbers, should radiate from the source of supply 
towards the outskirts of a city, care being taken that pipes of .small diameter 
shall not be laid over 400 or 500 feet without being fed by large ones ; and also 
that the bends or changes in direction shall not be abrupt, and that at these 
points there shall be no contraction of the water way. With a proper adjust- 
ment of this kind, a sudden demand for large quantities of water at any point, 
as at a fire, is fully met, and with its force or pressure diminished only by mini- 
mum friction. It was such a plan of distribution, backed by powerful and 
effective machinery, which enabled us at our test on the 18tli of February last 
to obtain so large a percentage of result to power applied. Some of our own 
citizens, even after that exhibition, expressed the opinion that effective fire 
streams would not be obtained in the outskirts of the city, at great distances 
from the Pump House. Experience and test, however, have demonstrated the 
utter fallacy of these notions, even when applied to our smallest mains. At 
distances of over two miles from the pumps, with ordinary fire pressure, streams 
of sufficient power have been obtained to force shingles from the roof of a nearly 
new building which was in flames. This has been our experience at fires since 
the introduction of Water Works, even when the streams have been delivered 
from a hydrant through 1,600 or 1,700 feet of hose. 
For the purpose of further testing the efficiency of the Works, the fol- 
lowing tests were made under the direction of the Chief Engineer of the Fire 
Department and the undersigned : 
A hydrant was selected at the Rochester Driving Park, at a distance of 
11,820 feet or over miles from the pumps, and at an elevation of 28j feet 
above them; a pressure gauge was placed upon one nozzle and a length of 50 
feet of hose with one inch tip on the other. A signal was given from a fire REPORT OF THE BOARD OF 
box to the engineer to put on 100 lbs. per square inch pressure at the pump 
house. The hydrant was opened at 2:30 p. m. At 2:31 the gauge indicated 
about 70 pounds, and remained nearly stationary until 2:37 p. m. The altitude 
measured instrumentally was 125 feet, and the length horizontally 141 feet. 
At 2:38 p. m. two additional one-inch streams, each through one length (50 
feet) of hose were thrown from an adjacent hydrant. At 2:384 p. m. the gauge 
indicated 70 lbs. with three fine one-inch streams playing ; and at 2:39 it rose 
to 74 lbs. which was maintained until 2:42 p. m. when the hydrants were closed. 
A second observation on the stream farthest from the pumps while the three 
streams were playing, gave a height of 125 feet. 
The size of the main in the street from which these streams were thrown 
is four inches, and has but one connection with the other mains of the city, 
that being with the eight inch in Lake Avenue nearly 3,000 feet from the 
hydrant from which one of the streams were thrown, it being a mere tail 
thrown out and dead ended, principally to supply the Driving Park. 
On the same afternoon two hydrants on West Avenue, one (No. 3) on the 
south-east corner of Genesee street and West Avenue, and the other (No. 4) 
adjacent, were tested. No. 3 has three nozzles, is fed through a six inch pipe 
from a 12 inch main, and No. 4 has two nozzles, fed though a four inch pipe 
from a 12 inch main. No. 3 is 14.260 feet, or nearly 2f miles, from the pumps, 
and 59 feet above them. Single lengths of 50 feet of hose with one inch tips 
were attached in each case as before ; two to hydrant No. 3 with pressure 
gauge between them and one to No. 4. The signal for 100 lbs. pressure at 
engine house was given at 3:26 p. m. when the gauge indicated 40 lbs.; at 3:28 
p. m. it became 70 lbs.; at 3:29| p. m. one stream was thrown from No. 4, and 
at p. m. two additional streams were thrown from No. 3. During the 
throwing of these three streams the gauge fluctuated from 65 to 70 lbs., during 
which time the observations were taken. The height attained was about 95 
feet and the horizontal distance 144 feet. 
A test of similar character was also made at corner of Greig and Clarissa 
streets under similar conditions, the elevation of the hydrants above the pump 
house being about 37 feet. The height attained by the streams was 101 feet, 
and the horizontal distance 190 feet, and the pressure gauge registered 78 lbs. 
A fresh breeze was blowing during the whole of these tests, and of course 
affected height of streams. In the last test, the distance from the pumps was 
10,000 feet, and the water was furnished by a four inch pipe from a six inch 
main. WATER COMMISSIONERS. 
29 
Meters. 
Under the direction of the Board, the undersigned secured a considerable 
number of water meters, and made such necessary arrangements as were 
required to enable him to test their accuracy of registration and simplicity of 
construction. 
These meters were carefully tested in these particulars and an accurate 
register of results kept, until the weather became too cold to continue the 
examination at the point selected. The meters were then put in actual service to 
test practical working and durability of parts. After remaining in service for 
several months they will be disconnected, examined, and again tested as to 
accuracy. 
There are many manufacturing establishments here, in which water is 
used intermittently, and it is impossible to determine the amount of water used 
except by attachment of meter. I believe that a general metering of all estab- 
lishments where a considerable quantity of water is used, would make an adjust- 
ment of water rents more satisfactory to all concerned, and would unquestionably 
cause the consumer to carefully prevent waste. 
The experience of all large cities where Water Works have been long 
established, has been, that wastefulness in the use of water on the part of con- 
sumers has become so large a percentage of total supply that almost any 
expenditure is warranted to reduce it within reasonable limits; as with such 
waste continued, works which were designed and are really adequate for their 
populations for generations to come, have to be speedily duplicated at great 
expense, and their present effectiveness is very seriously impaired for fire sup- 
pression by unnecessary reduction of pressure; and the wasteful consumers 
pay no more than those using it judiciously. 
From careful experiments made in this country and Europe, it has been 
demonstrated that where water is freely used hy all classes and waste prevented, 
40 gallons per head per day is a sufficient estimate to cover use for all pur- 
poses including tires. For many years hydraulic engineers were accustomed to 
estimate this amount in the construction of city works, and where this amount 
has been exceeded it has been traced almost exclusively to waste. 
The anticipated capacity of our Conduit line from Hemlock Lake is 
7,000,000 gallons per day; and eliminating unreasonable wastefulness in its 
use, this source alone should supply over 150,000 people, while the Holly 
Works have an equal capacity, and so far as water from this source is used 
will increase the capacity of the Hemlock Lake Works to supply even a larger 
population. 30 
REPOET OF THE BOARD OF 
There are other reasons why such measures should be adopted as shall 
surely educate the people to appreciate the increasing commercial value of pure 
water, and to prevent wanton waste as carefully as they do that of fuel or gas. 
First—As the country becomes more thoroughly cleared from timber, the 
swamps drained, and the farming lands ditched, the rains and melted snow 
find innumerable little water courses which speedily carry the water to the 
larger streams, producing alarming and destructive floods, which in a few days 
carry the water into the great lakes and the ocean ; which floods are followed 
by deficient water supply and prolonged drouths. Formerly, however, every 
fallen leaf, twig and tree and undrained swamp, retarded the flow of water 
into the streams and temporarily restrained its flow, until it had time to saturate 
the soil and find its way down to deeper strata, in its course through or along 
which it occasionally again burst forth in living springs and running brooks 
throughout the dryest season. Again, the country is rapidly increasing in 
population at its business centers, and an increased supply of water is required 
to be concentrated at these points, not only to supply the domestic needs of 
increased population, but also for use in its multifarious manufacturing and 
mechanical pursuits; so that great expense is involved in tapping natural 
catchment basins at a distance, or the construction of artificial storage lakes, or 
reservoirs on or near natural water channels. 
For the reasons above given, the general attachment of water meters will, 
no doubt, become the policy of all Water Works Boards and Companies, as 
soon as the inventive genius of the country shall have devised a meter which 
to all its other merits shall add that of cheapness. 
My own opinion is that the latter desideratum will have been reached when 
meters for ordinary house service can be furnished at from five to eight dollars 
each. 
Graugings. 
Gaugings of Hemlock and Canadice Lakes have been continued during the 
present season for the purpose of verifying the calculations and estimates here- 
tofore made of the quantity of water furnished by these lakes, and to put the 
city in possession of facts for use should any questions hereafter arise on 
account of diversion of water. These gaugings have satisfactorily disposed of 
the questions occasionally raised of the inadequacy of the supply of water for 
the purposes designed. It is not deemed desirable or necessary to give these 
results in detail at the present time. 
As the question is still occasionally asked by our citizens, how are you to 
compensate the milling interest dependent on the water in the outlet of these WATER COMMISSIONERS. 
31 
lakes, for the water abstracted for supplying the city of Rochester ? I will 
again briefly restate the plan : It is proposed to make such constructions as 
will enable us to draw down the surface of both lakes eight feet during the 
dry season, and by so doing, supply water to both the mills and the city, thus 
making a reservoir of Hemlock Lake of 1,828 acres, eight feet deep, with a 
capacity of 4,764,920,371 gallons, equul to a supply of 13,054,576 gallons per 
day for the whole year; and of Canadice Lake a reservoir of 648 acres, eight 
feet deep, with a capacity of 1,689,096,499 gallons, equal to a supply of 
4,627,661 gallons per day for the whole year, in addition to the ordinary daily 
contribution to the lakes from springs, streams, rains, &c. 
The mill owners on the outlet have no claim upon the water from these 
lakes, except for such an amount as will flow through the natural outlets. It 
is estimated that the minimum flow of Hemlock Lake is 12,000,000 gallons per 
day, and of Canadice 2,000,000 gallons per day. The problem, then, resolves 
itself into the question of supplying both the mills and the city in the light of 
these figures. 
The following comparative statement will show that we shall largely 
improve the water power of the outlet: 
Amount which will be Furnished. 
Gallons. 
Minimum which Hemlock now supplies per day 12,000,000 
“ “ Canadice “ “ “ 2,000,000 
Hemlock used as a reservoir eight feet deep, supplies per day 13,000,000 
Canadice “ “ “ “ “ “ “ 4,600,000 
Total minimum which will be supplied per day 31,600,000 
MINIMUM LEGALLY REQUIRED. 
Gallons. 
From Hemlock, per day 12,000,000 
From Canadice, “ 2,000,000 
For Water Works, “ 7,000,000 
21,000,000 
Surplus furnished over legal demand, per day 10,600,000 
Assuming these figures to be approximately correct, it must be evident 
that Rochester will have no damages to pay to the mills, with the exception of 
the Hoppough Mill (when the head during the dry season will be reduced,) but 
on the contrary, the water power will be improved, not only on the outlet but 
even on the Genesee River at Rochester. 32 
REPOKT OF THE BOARD OF 
I am entirely satisfied that the millers at Rochester and on the outlet could 
well afford to assume the expense of such constructions as would produpe 
these results, even if the city Water Works were not in question : and I believe 
they would have done so ten years ago had the subject been fully and properly 
presented. As it is, I am inclined to believe that not a long period will elapse 
before constructions will be made for storing the surplus waters of the Honeoye 
Creek and its tributaries, for keeping up a constant and uniform flow during 
the dry season. By wise and not very expensive provisions on this creek, and 
perhaps at certain points on the Genesee River for the storage of water, Roch- 
ester may regain and retain its ancient reputation as possessing one of the finest 
water powers in the world, and, at the same time and by the same means, 
materially decrease the danger from periodical floods, from which our city has 
so seriously suffered in the past. 
Real Estate. 
The following named pieces of property have been purchased by the Com- 
missioners for the use of the Water Works: 
One lot on Brown’s Race and five water rights, being the lot on which 
Pump House is erected $23,500 00 
One reservoir lot in town of Rush 6,093 90 
*• “ “ east of Mt. Hope 35,187 74 
One lot opposite Pump House between Mill street and Brown’s Race, 12.000 00 
One lot including warehouses and office on Erie canal, and Pinnacle 
Av. for pipe yard 10,221 33 
One lot at outlet of Canadice Lake 2,250 00 
Two water rights on Carroll and Fitzhugh Race 3,000 00 
The reasons for which the lot on Mill street was purchased were twofold. 
Our pipe main from the Pump House crosses this lot in such a way that any 
deep excavations, such as would he required in the erection of a business prop- 
erty, would expose and seriously endanger the pipes and gates connected 
therewith ; and the lot is needed for the erection of a warehouse and shop where 
plumbing materials can be stored, and where the city can get out its own ser- 
vices and repair its gates, hydrant, &c., and the lot being located in front of 
the Pump House, power may be supplied from that point to the shop. 
The pipe yard is admirably located for the purpose and will rapidly increase 
in value. 
The lot at foot of Canadice Lake gives us control of the outflow of that lake 
and land on which to make the necessary constructions to control its waters. WATER COMMISSIONERS. 
33 
The purchase of the land on which the Distributing Reservoir is located, 
gives access to South Avenue, and includes a dwelling house and about three 
acres of ground outside of the reservoir, on the road leading towards Brighton. 
To secure the site for the reservoir, it became necessary to purchase this surplus 
land. It can be advantageously used until the completion of the reservoir, 
when, if deemed expedient, it may be cut up into building lots and sold. 
The reasons for the purchase of the remaining above mentioned lots are 
sufficiently obvious. 
Flushing Sewers. 
During the past season the Board of Health very wisely determined to flush 
the sewers of the city with water from the fire hydrants. The consent of the 
Water Board having been given, Mr. Geddes, the very efficient agent of the 
Board of Health, industriously engaged in this work, and I am informed by him 
that the result of his labor has been the flushing of over 40 sewers. Many of 
these were masses of corruption and filth, the result of years of deposit. In one 
notable case, the sewer was filled to the depth of 16 inches, and so foul that the 
opening of it for the purpose of making connection with the cellar of a house, 
caused the family to be afflicted with fever, resulting in the death of one of its 
members. 
The means at the command of the Board of Health should be sufficient to 
enable them to continue and increase their well directed efforts in this direction. 
An important adjustment to any complete system of Water Works, is the 
frequent attachment of blow-off branches into main sewers. Several of these 
have been inserted at various points in the city, but very many which were 
designed have been omitted, either from the shallowness or frail character of 
the sewers, or from the knowledge that new and more permanent sewers will 
soon be built to replace those now in use. It is exceedingly important that as 
soon as the sewers are properly adapted to such use, these blow-offs should 
be inserted, as they perform the very important double function of cleansing 
the water pipes from sediment, and also Hush the sewers. 
In Table No. 1, hereto annexed, I submit a statement of the Fire Hydrants 
set and now in use in connection with the water supply of the city; and also 
their location, pattern, and other characteristics. 
Table No. 2, also annexed, accurately locates each Stop Valve by measure- 
ment, and gives its characteristics. 
Iiespectfnil v submitted. 
J. NELSON TUBBS, 
Chief Engineer. 
Blow-off Branches into Sewers. WATER COMMISSIONERS. 
35 
TABLE 3STo. 1, 
Showing Location, Capacity and Pattern of HYDRANTS set in Con 
NECTION WITH ClTY DISTRIBUTION UP TO JANUARY 1ST, 1875. 
Name op Street. LOCATION. 
a 
T3 
a 
03 * 
U 
<X> 
UT' 
m 
03 
O 
Adams Street. iN. E. Cor. Adams street and Plymouth Avenue.. 
From Exchange toN. E. “ “ “ Caledonia “ 
D 
2n. M. 
D 
Frances Sts. N. E. “ “ Frances street 
Alexander St On S. side Alexander st. 90 ft. W. of Alexander 
D 
D 
" "to EasV On S. side Alexander st. 40 feet E. of Van st 
D 
I) 
On W. side Alexander st. 150 ft. S. of Monroe Av. 
S. E. Cor Alexander at. and Park Av 
D 
D 
” 
11 
On E. side, half way between Gardiner Park and 
East Av 
I) 
11 
Allen Street, R. W. Cor. Allen and State sts 
H 
11 
From State to Broad S. W “ “ North Fitzhugli sts 
H 
11 
streets. n. E “ “ Sophia sts... 7 
H 
11 
H 
N. E. “ “ Kent sts 
H 
3n. M. 
N. E “ “ Oak sts 
II 
2n. M. 
Andrews St. IS. E. Cor. Andrews andN. St. Paul sts 
D 
From N. St. Paul to On 8. side, half way between N. St. Paul and N. 
North Sts. Clinton sts 
D 
11 
S. W. cor. Andrews and N. Clinton sts 
On S. side, half way between North Clinton and 
H 
2n. L. 
Chatham sts 
H 
2n. M. 
S. E. cor. Andrews and Chatham sts 
H 
3n. M. 
N. W. “ “ North sts 
H 
2n. M. 
Aqueduct St S. W. cor. Aqueduct, and W. Main sts 
H 
Tfrnm W Afnin <3t N. W. “ “ Basin StS 
2n. L. 
H 
to Erie Canal. On W. side Aqueduct st.. near “ Bee-hive” build’g 
Arnold Park. In middle, one-third way between East Ave. and 
II 
2n. M. 
Park Ave 
D 
»• 
In middle, two-thirds way between East Ave. and 
Park Ave 
D 
11 
Ashland Street. S. E. cor. Ashland and Gregory sts 
D 
11 
Asylum Street. S. E. cor. Asylum and E. Main sts 
D 
Atkinson St. On S. side Atkinson st., opposite Washington st. 
From Plymouth Av. S. E. cor. Atkinson and Eagle sts 
to Ford St. S. E. “ “ Ford Sts 
D 
11 
D 
11 
D 
11 
Atwater Street S. W. cor. Atwater and N. St. Paul sts 
II 
From N. Water to N. W. “ “ Pitt sts 
H 
11 
North Sts. N. W. “ “ N. Clinton sts 
II 
11 
On N. side, half way between Joiner and St. Jo- 
seph sts 
D 
V REPORT OF THE BOARD OF 
TABLE No. 1—Continued. 
Name of Street. LOCATION, 
a 
D 
02 
'O 
Capacity and 
Maker. 
Atwater Street N. W cor. Atwater and Chatham sts 
D 
2n. M. 
(Continued.) N. E. “ “ Leopold sts 
D 
N. E. “ “ Oregon sts 
D 
Bolivar Street. On W. side, half way between Jay and Smith sts. 
D 
Brisbane St. S. W. cor. Brisbane st. and Lake Ave. .. 
D 
Broad Street. S. W. cor. Broad and Allen sts 
D 
Broadway. N. E. cor. Broadway and Marshall st 
D 
From Howell to Al- On E. sifle Broadway, opposite Denning st 
D 
uxauder Streets, N. E. cor. Broadway and Alexander st 
Brown Street. On N. side, half way between Brown’s Alley and 
D 
Front State to Fran- Frank st 
D 
ces Streets. N. E. cor. Brown and Jones sts 
D 
8. W. “ “ Kent sts 
II 
” 
N. E. “ “ Oak sts 
II 
S. E. “ “ Warehouse sts 
H 
8. W, “ “ N. Frances sts 
D 
Caledonia Ave g. e. cor. Caledonia Ave. and Child’s Alley 
D 
” 
From Brie Canal to N. E. “ “ Spring st 
D 
» 
Clarissa Street. e. “ “ Atkinson st 
” 
On E. side, half way between Edinburg and Hun- 
ter sts 
D 
S. E. cor. Caledonia Ave. and Thorn Alley 
D 
N. E. “ “ Summer Alley .... 
D 
” 
Campbell St. S. W. cor. Campbell and Grape sts 
Canal Street. On W. side, half way between West Avenue and 
D 
Maple st 
D 
” 
Centre Street. S. W. cor. Centre st. and Brown’s Race 
H 
2n. L 
From Brown's Race N. W. “ “ “ 
H 
to Jones st. S. W. “ “ State st 
H 
2n. M 
Charlotte St. On N. side Charlotte st. opposite Mathews st 
D 
” 
wmn sein to ai.-v On “ half way between East and Union sts. 
D 
” 
ander streets. On “ “ “ Union & Lawrence 
streets 
D 
D 
Chatham St. N. E. cor. Chatham and Amity sts 
i) 
Cherry Street. N. W. cor. Cherry and E. Main sts 
D 
» 
Chestnut Park. On S side Chestnut Park, 225 ft W. of William st. 
D 
” 
Chestnut St. N. W. cor. Chestnut and Elm sts 
D 
» 
From East Ave. to On W. side Chestnut st. 77 ft. 8. of George st 
D 
” 
Monroe Ave. N. W. cor. and Monroe Ave 
D 
” 
Clarissa Street. N. W. cor. Clarissa and Greig sts 
D 
” 
N. E. “ “ Plymouth Ave 
D 
” 
Clifton Street On 8. side, between Prospect and Reynolds sts... 
D 
” 
Clinton Place. N. E. cor. Clinton Place and St. Joseph st 
D 
Front N. Clinton to N. E. “ “ Chatham st 
D 
” 
North Sts. N. W. “ “ Rome st 
D 
” 
N Clinton St. N. W. cor. North Clinton and Mortimer sts 
H 
2n. L 
From E. Main to 8. W. “ “ Pleasant sts 
H 
” 
Belly sts. On E. side, half way between Andrews street and 
Clinton Place 
II 
” W ATE It COM M1 SSI ON E US. 
TABLE No. 1—Continued. 
* Jm* 
Name of S tmeet 
LOCATION. 
a .t: U. 
I SI 
«: c,^ 
>» 33 
CD O 
II 2n. L. 
N. Clinton St. 
S. E. cor. N. Clinton st. and Clinton Place 
(Continued.) 
Ou E. side, half way between Clinton Place and 
Atwater street 
H 
On E side, half way between Ward and Kelly sts 
D fn. M. 
S. E. cor. N. Clinton and Kelly sts 
D 3n. M. 
S. Clinton St. 
S. E. cor. S. Clinton and E. Main sts 
H 2n. M. 
From E. Main St. to Ou E. side, half wav be*Ween E. Main street and 
Monroe Ave. 
Johnson Park 
D 
On E. side S. Clinton st. near Monroe Ave 
I) 
College Avenue On S. side College Avenue, opposite Univeisilv 
building 
D 
Concord Ave. 
On E. side, half way between Wesley and Grace 
streets . 
D 
N. E. cor. Concord Ave. and Milo st 
D- ” 
Court Street. 
S. E. cor. Court and Exchange sts 
D 
From Exchange to 
S. E. “ “ S. St. Paul sts 
H 
Union Streets. 
On S. side Court st. opposite Stone st 
1.1 
N. E. cor. Court and S. Clinton sts 
D 3n. M. 
N. W. cor. Court and Chestnut sts 
On N. side, half way between Chestnut and Wil- 
D 
liam sts 
D 2n. M. 
!N. VV. cor. Court and William sts 
D 
Cypress Street. 
S. W. cor. Cypress st. and South Ave 
D 
Dean Street. 
S. W. cor. Dean and Frank sts 
'll 
S. E. “ “ John sts 
II 
Delevan Street, N. W. cor. Delevan and Finney sts 
I) 
On N. side, half way between Finney and Scio sts. 
1) 
Division Street On S. side, “ N. St. Paul and N. 
Clinton sts 
H 2n. L. 
East Avenue. 
On S. side East Ave., opposite Stillson st 
D 2n. M. 
From East Main to S. E. cor. East Avenue and Chestnut st 
D 
Goodman Sts. 
S. E. “ “ “ William st 
D 
N. E. “ “ “ East st 
D 
S. W. “ “ “ Union st 
D 
S E. “ “ “ Alexander st 
D 3n. M. 
S. W. “ “ “ Meigs st 
D 2n. M. 
S. W. “ “ “ Arnold Park 
D 
S. W. “ “ '* Goodman st 
D 
Edinburg St. 
On N. side Edinburg st., near N. W. cor. S. Fit/.- 
From Exchange St. 
hugh st 
I) 
to Caledonia Ave. 
On N. side Edinburg st., near N. W. cor. Plym- 
outh Ave 
On S. side, half way between Plymouth and Calc- 
D 
donia Aves 
I) 
Elizabeth St. 
On E. side Elizabeth st, opposite Hill st 
S. W. cor. Elizabeth st, and Centre Park 
II 3n. M. 
D 2n. M. 
Elm Street. 
S. E. cor. Elm and E. Main sts 
On E. side, half way between E. Main and Chest- 
H 
nut sts 
I) REPORT OE THE BOARD OF 
TABLE No. 1—Continued. 
Name of Street. 
LOCATION. 
System. 
Capacity and 
Maker. 
Ely Street. 
S. E. cor. Ely and S. Water sts : ... 
N. E. “ “ S. St. Paul sts 
H 3n. M. 
From S. Water to 
H 2n. M. 
Stone Streets. 
S. E. “ “ Church sts 
IT 
S.W. “ “ Stone 
H 
Emerson St. 
S. W. cor. Emerson st. and Lake Ave 
D 
Erie Street. 
N. E. cor. Erie and Warehouse sts 
H 
Exch’nge Place 
N. E. cor. Exchange Place and Mill st 
I) 
Exchange St. 
S. E. cor. Exchange and W. Main sts 
II 2n + SM 
From West Main to 
S. W. ‘ ‘ “ 14 
H 
Clarissa Sts. 
S. W. “ “ Spring sts 
On W. side, one-third way between Court and 
D 2n. M. 
Troup sts 
On W. side, two-thirds way between Court and 
D 
Troup sts 
D 
S. W. cor. Exchange and Troup sts 
On W. side, one-quarter way between Troup and 
D 
Adams sts 
On W. side, on'e-half way between Troup and 
D 
Adams sts 
On W. side, three fourths way between Troup and 
D 
Adams sts 
I) 
S. W. cor. Exchange and Adams sts 
N.W. “ “ Edinburg sts 
D 
D 
S. W. “ “ Glasgow sts 
I) 
S. W. “ “ Hubbell Park 
On W. side, one-third way between Hubbell Park 
D ! “ 
and Clarissa st 
On W.'side, two-tliirds way between Hubbell Park 
D 
and Clarissa st 
I) 
N. Fitzhugh St 
On E. side, half way between W. Main and Allen 
streets 
II 2n. L. 
S. Fitzhugh St. 
S. W. cor. S. Fitzhugh and W. Main sts 
II 2n + SM 
From W. Main to 
N.W. “ “ Erie Canal 
H 2n. L. 
Edinburg Sts. 
On E. side, half way between Spring and Troup 
streets 
On E. side, one-third way between Troup and 
D 2n. M. 
Adams sts 
On E. side, two-thirds way between Troup and 
D 
Adams sts 
On E. side, one-third way between Adams and 
D 
Edinburg sts 
D 
N. Ford Street. 
N. E. cor. N. Ford st. and Centre Park 
II 2n. L. 
S. Ford Street. 
S. W. cor. S. Ford st. and West Ave 
D 2n. M. 
On W. side Ford st., 80 ft, N. of Spring st.. 
I) 
N. Frances St. 
N. W. cor. N. Frances and New York sts 
On W. side, half way between New York and 
I) 
Brown sts 
I) 
S. Frances St. 
N. W. cor. S. Frances and Clifton sts 
D 
N. W. cor. S. Frances and Hunter sts 
D WATER COMMISSIONERS. 
39 
TABLE No. 1—Continued. 
Name of Street. 
LOCATION. 
System. 
Capacity and 
Maker. 
Frank Street. 
On W. side, half way between Platt and Brown 
From Centre to 
streets 
D 
2n. M. 
Lyell Sts. 
On W. side, half way between Brown and Jay sts. 
“ “ “Jay and Smith sts. 
D 
ft 
D 
“ 
“ “ “ Smith and Lyell sts. 
D 
“ 
N. W. cor. Frank and Lyell sts 
D 
it 
Franklin St. 
S. W. cor. Franklin and N. St. Paul sts 
D 
tt 
From N. St. Paul to 
On S. side, half way between N. St. Paul and An- 
E. Main Sts. 
drews sts 
D 
“ 
On S. side, opposite St. Joseph’s Church 
H 
“ 
On “ “ Chatham street 
D 
“ 
Front Street. 
S. W. cor. Front st. and Exchange Place 
H 
“ 
From E. Main St. to 
On W. side, half way between Market and Mum- 
N. Y. C. R. Ft. 
■ ford sts 
II 
N. W. cor. Front and Mumford sts 
H 
« 
On E. side, near N. Y. C. R. R. Depot 
H 
« 
Furnace Street. 
N. W. cor. Furnace st. and Brown’s Race 
H 
2n. L. 
S. W. “ “ “ 
H 
Genesee Street. 
S. E. cor, Genesee st. and West Avenue 
D 
3n. M. 
Gibbs Street. 
On E. side, half way between East Ave. and East 
Main st 
D 
2n. M. 
On E. side, half way between Grove and Sel- 
den sts 
D 
“ 
Glasgow St. 
On S. side, half way between Exchange and 
Greig sts 
D 
U 
On S. side, half way between Plymouth and Cale- 
donia Aves 
D 
Gorham Street. 
S. E. cor. Gorham and N. St. Paul sts 
D 
Grape Street. 
Graves Street. 
N. W. cor. Grape and Magne sts 
D 
u 
On E. side Graves st., opposite Race st 
H 
t i 
Greig Street. 
On W. side Greig st., 60 ft. S. of Hubbell Park.. 
On W. side, half way between Hubbell Park and 
Clarissa st 
D 
“ 
I) 
d 
Griffith Street. 
S. W. cor. Griffith and Pearl sts 
D 
it 
Grove Street. 
S. W. cor. Grove and Stillson sts 
D 
“ 
Hamilton Place 
N. W. cor. Hamilton Place and Jefferson Park... 
D 
u 
From Mt. Hope Av. On N. side, half way between Jefferson Park and 
to South Av. Smith Ave 
D 
(( 
N. W. cor. Hamilton Place and South Ave 
D 
ti 
Hand Street. 
S W. cor. Hand and Emmett sts 
D 
« 
On S. side, half way between Emmett and North 
Clinton sts .* 
D 
it 
Hart Avenue. 
S. W. cor. Hart Ave. and Galusha st. 
D 
“ 
Hickory Street, g. E cor. Hickory st. and Mount Hope Ave 
From Mt. Hope Av. On S. side, half way between Mt. Hope Ave. and 
D 
“ 
to South Ave. 
Ashland st .... 
I) 
ii 
S. E. cor. Hickory and Ashland sts 
On S. side, half way between Ashland st. and 
D 
it 
South Ave.. 
D 
“ 40 
REPORT OF TIIE BOARD OF 
TABLE No. 1—Continued. 
Name or Street. 
LOCATION. 
System. 
Capacity aud 
Maker. 
Hickory Street. S. W. cor. Hickory st. and South Ave 
D 2n. M. 
Hill Street. 
On N. side Hill st., 120 ft. W. of Elizabeth st... 
II 3n. M. 
S. E. cor. Hill and N. Ford sts 
11 
House Refuge. 
In front of building, and inside of wall 
D 2n. M. 
Howell Street. 
S. E. cor. Howell and S. St. Paul sts 
D 
Hudson Street. S. E. cor. Hudson and Woodbury sts 
D 3n. M. 
From Webster to 
N. E. “ “ Wilson sts 
I) 
Drayton Sts. 
N. E. “ “ Helena sts 
1) 2u. L. 
N. E. “ “ Foelmer sts 
D 3n. M. 
S. E. “ “ Drayton sts 
D 2n. L. 
Hunter Street. On N. side Hunter st., opposite Olean st 
D 2n. M. 
From Caledonia Av. 
On S. side, one-third way between Olean and Hey- 
to Frances St. 
nolds streets 
I) 
On N side, two-thirds way between Olean and 
Reynolds sts 
D 
On S. side, half between Reynolds and Frances sts. 
D 
Irving Place. 
S. E. cor. Irving Place and W. Main st 
11 2n + SM 
On W. side “ at City Hall 
II 2n. M. 
Island. 
On Island, in rear of Bentley, Parsons & South- 
wick’s Office, opposite Comfort st 
I) In. N. 
Jackson Street. 
N. E. cor. Jackson and S. St. Paul sts 
D 2n. M. 
James Street. 
On S. side James st., 220 ft. E. of Chestnut st... 
D 
Jay Street. 
On S. side, half way between Brown’s Alley and 
From State to Grape 
Frank st 
D 
Streets. , 
S. E. cor. Jay and Jones sts 
D 
On S. side, half way between Bolivar and Kent sts. 
D 
S. W. cor. Jay and Grape sts 
D 1 “ 
Johnson Park. 
S. W. cor. Johnson Park and S. Clinton sts 
D 
Jones Street. 
N. W. cor. Jones and Centre sts 
H 2n. L. 
N. E. “ Smith sts 
D 2n. M. 
Kent Street. 
On E. side, half way between Brown and Jav sts.- 
I) “ 
King Street. 
N. E. cor. King st. and West Ave 
D 
From West Ave. to 
On E. side, opposite S. line of Madison Square .. 
D 
E. Maple St. 
S. E. cor. King and E. Maple sts 
I) 
Kirk Street. 
N. E. cor. Kirk and North sts 
I) 
Lafayette St. 
See “ Adams street.” 
Lake Avenue. 
N. W. cor. Lake Avenue and Lyell st 
D 
From Lyell St. to 
S. W. “ “ White st 
D 
Wm. Purcell’s. 
N. W. “ “ Spencer st 
D 
N. W. “ “ Jones Ave 
D 
On E. side, half way between Jones Avenue and 
• Lorimerst 
D 
On E. .side, half way between Lorimer street and 
Phelps Ave 
I) 
S. W. cor. Lake Ave. and Plielps Ave 
D 
On E. side, half way between Phelps Ave. and 
Emerson st 
I) 
S. W. cor. Lake Ave. and Lake View Park 
D 
* 
On W. side Lake Ave., in front of Lewis Selye’s, 
I) WATER COMMISSIONERS. 
TABLE No. 1—Continued. 
Name op Street. 
LOCATION. 
System, 
Capacity and 
Maker. 
Lake Avenue. 
N. W. cor. Lake Ave. and Alley at Win. Purcell’s 
D 2n. M. 
Lancaster St. 
On E. side, half way between E. Main and Tem- 
pie sts 
D 
Lawrence St. 
N. W. cor. Lawrence st. and East Ave 
D 
Leopold Street. On W. side, half way between Atwater and Har- 
rison sts , 
D 
Linden Street 
S. W. cor. Linden st. and South Ave. 
D 
Lorimer St. 
N. W. cor. Lorimer st. and Lake Ave 
I) 
Lyell Street. 
S. E. cor. Lyell st. and Brown’s Alley 
D 
From Lake Ave. to 
S. W. *• “ Jones st 
I) 
Erie Canal. 
S. E. “ “ Oak st 
T> 3n. M. 
S. W. “ “ Saxton st 
D 
Madison St. 
On W. side Madison st., 113 ft. S. of Madison Sq. 
D 2n. M. 
“ “ “ 200 ft. S. of E. Maple st. 
D 
Maerne Street. On S. side Magne st., 180 ft. E. of Walnut st 
I) 
E. Main St. 
N. W. cor. E. Main st. and Liberty Alley 
H 
From Front to 
N. W. “ “ “ N. Clinton st 
H 
Prince Sts. 
On N. side “ “ opposite Lancaster st 
11 
N. W. cor. “ “ and North st 
II 
N. E. “ “ “ Franklin st 
H “ 
N. E. “ “ “ Stillson st 
H 
N. W. “ “ “ Gibbs st 
H 
N. W. “ 44 “ University Ave 
D 
W. Main St. 
N. W. cor. W. Main and Front sts 
II 
From Front St. to 
N. E. “ “ State sts 
II 3n. M. 
Erie Canal. 
N. E. “ “ N. Fitzhugh sts 
II 
S. E. 44 “ School Alley 
II 2n. M. 
N. E. 4 4 4 * Sophia sts 
II 
S. W. 4 4 4 4 Scott Alley 
II 
N. E. 4 4 4 4 N. Washington sts. 
II 
On S. side W. Main st. at Sill’s Foundry 
II 
N. E. cor. “ and Elizabeth sts 
H 
Manhattan St. 
S. W. cor. Manhattan and Court sts 
D 
N. W. 44 “ “ Monroe Ave 
I) 
Marietta St. 
On N. side, half way between N. St. Paul and N. 
Clinton sts 
D 
N. W. cor. Marietta and N. Clinton sts 
D 
Market Street 
N. E. cor. Market and State sts 
II 
From State to Front s^s 
H 
Sts. 
N. W. “ 44 r ront sts 
IT 
McCraeken St. 
S. W. cor. McCrackep st. and Lake Ave 
D 
From Lake Ave. to On S- side “ “ 370 ft- W- of Thom 
Driving Park. 
street 
I) 
S. W. cor. McCracken and First sts 
D 
S. W. 4 4 4 4 Third sts 
D 
On S. side, next to fence, and to E. of entrance 
to Park 
D 
On N. side, inside of Park fence, opposite Hotel. 
D 
Meigs Street. 
N. W. cor. Meigs st. and Monroe Ave 
D 42 
REPORT OF THE BOARD OF 
TABLE No. 1—Continued. 
Name of Stkeet. 
LOCATION. 
System. 
Capacity and 
Maker. 
Mill Street. 
On E. side, half way bet’n Market and Mumford sts. 
H 
2n. M. 
From Exchange 
S. W. cor. Mill st. and Kail Road Ave 
H 
Place to Factory St. 
S. E. “ “ Centre st 
H 
2n. L. 
N. W. “ “ “ 
On E. side, half way between Centre and Fur- 
H 
2n. M. 
nace sts 
H 
a 
S. E. cor. Mill and Furnace sts 
H 
2n. L. 
N. W. “ “ “ 
H 
S. W. “ “ Platt sts 
H 
U 
N. E. “ “ “ 
H 
u 
On W. side, half way between Platt and Factory sts. 
H 
2n. M. 
S. E. cor. Mill and Factory sts 
H 
2n. L. 
Monroe Ave. 
N. W. cor. Monroe Ave and Lancaster st 
D 
2n. M. 
From S. Clinton to 
8. W. “ “ William st 
D 
U 
Goodman streets. 
N. W. “ “ Marshall st 
D 
u 
8. E. « “ Union st 
On S. side, half way between Union and Alexan- 
D 
u 
der sts 
On S. side, half way between Alexander and 
Averill sts 
D 
D 
D 
u 
S. E. cor. Monroe Ave. and Averill st 
« 
S. W. “ “ Maple Place 
D 
a 
N. W. “ “ Rowley st 
D 
“ 
S. E. “ “ Edmonds st 
D 
Mortimer St. 
S. W. “ “ Goodman st 
On N. side, half way between N. St. Paul and N. 
D 
“ 
Clinton sts 
D 
u 
Mt. Hope Ave. 
From Erie Canal to 
N. E. cor. Mt. Hope Ave. and South Ave 
On E. side, half way between South Avenue and 
D 
u 
Hickory street. 
Comfort st 
D 
u 
S. E. cor. Mt. Hope Ave. and Comfort st 
N. E. “ “ “ Alexander st 
D 
u 
D 
u 
N. E. “ “ “ Hamilton Place.... 
D 
tt 
N. E. “ “ “ Munger st 
I) 
« 
Mumford St. 
N. E. cor. Mumford and State sts 
II 
« 
S. W. “ “ Alill sts 
II 
u 
Munger Street. 
S. E. cor. Munger st. and South Ave 
D 
« 
North Ave. 
8. W. cor. North Ave. and Wesley st 
D 
“ 
From North to 
S. W. “ “ “ Milo st 
D 
Channing streets. 
S. W. “ “ “ Channing st 
D 
«4 
North Street. 
S. E. cor. North and Achilles sts 
H 
it 
FroinE. Main St. to 
S E. “ “ Grove sts 
H 
« 
Concord Ave. 
N. E. “ “ Delevan sts 
D 
u 
N. E. “ “ Weld sts 
D 
a 
N. E. “ “ Tyler sts 
D 
3n. M. 
N. E. “ “ Concord Ave 
D 2n. M. 
Oak Street. 
On W. side, half way between Allen and Platt sts. 
H 
a 
From Allen to 
N. W. cor. Oak and Platt sts 
H 
“ 
Lyell streets. 
N. E. “ “ Erie sts 
II 
2n. L. WATER COMMISSIONERS. 
TABLE No. 1—Continued. 
Name op Street. 
LOCATION. 
System. 
Capacity and 
Maker. 
ak Street. 
On W. side, half way between Brown and Jay sts. 
H : 
3n. M. 
Continued. 
N. E. cor. Oak and Jay sts ... 
II 
U 
On W. side, half way between Jay and Smith sts. 
D 
“ 
N. W. cor. Oak and Smith sts 
D 
“ 
On W. side, one-third way between Smith and 
Lyell sts 
D 
t; 
Ontario street. 
N. E. cor. Ontario and North sts 
D 
“ 
From North to Scio N. W. “ “ Finney sts 
D 
u 
streets. 
On N. side, half way between Finney and Scio 
streets 
D 
u 
N. W. cor. Ontario and Scio sts 
D 
Orange Street. S. W. cor. Orange and Grape sts 
I) 
Oregon Street. On E. side Oregon st., 300 feet S. of Harrison st. 
D 
u 
Park Ave. 
On N. side, half way between Alexander and 
Meigs sts 
D 
*> 
N. W. cor. Park Ave. and Arnold Park 
D 
“ 
Pearl Street. 
On W. side Pearl st, opposite Union st 
D 
“ 
On W. side, half way between Union and Alex- 
ander sts 
D 
Perkins Street. N. W. cor. Perkins st. and Lake Ave 
D 
“ 
Phelps Ave. 
N. W. cor. Phelps Ave. and Varnum st 
D 
u 
N. E. “ “ Backus Ave 
D 
u 
Pindell Alley. 
On W. side, one-third way between W. Main and 
Allen sts 
H 
2n. L. 
On W. side, two-thirds way between W. Main and 
Allen sts 
11 
« 
Pinnacle Ave. 
N. W. cor. Pinnacle Ave. and Alexander st 
D 
2n. M. 
Platt Street. 
N. W. cor. Platt st. and Brown’s Race 
II 
U 
From Brown’s Race S. W. “ “ “ “ 
II 
u 
to Warehouse St. 
N. W. “ . “ State st 
H 
u 
S. E. “ “ Frank st 
H 
2n. L. 
S. W. “ “ Jones st 
11 
U 
S*E. “ “ Kent st 
II 
u 
S. W. “ “ Warehouse st 
H 
u 
Pleasant St. 
On S. side, half way between N. St. Paid and N. 
Clinton sts 
D 
2n. M. 
Plymouth Av. On W. side Plymouth Ave., 100 ft. S. of W. 
From W. Main to Main St 
II 
2n. L. 
Clarissa streets. 
S. W. cor. Plymouth Ave. and Troup st 
N. W. “ “ “ Atkinson st 
D 
!3n. M. 
D 
N. W. “ “ “ Tremont st 
D 
2n. M. 
S. W. “ “ “ Glasgow st 
D 
U 
On W. side, one-third way between Glasgow and 
Clarissa sts 
'd 
a 
On W. side, two-thirds way between Glasgow and 
Clarissa sts 
U 
Prince Street. 
N. W. cor. Prince st. and East Ave 
I) 
a 
From East Ave. to On W. side, one-third way between East Ave. and 
E. Main st. 
University Ave REPORT OF THE BOARD OF 
TABLE No. 1—Continued. 
Name of Stbeet. 
LOCATION. 
| System. 
1 Capacity and 
Maker. 
Prince Street. 
On W. side, two-thirds way between East Ave 
Continued. 
and University Ave 
I) 
2n. M. 
N. W. cor. Prince st. and University Ave 
On W. side, half way between University Ave. 
I) 
a 
and College Ave * 
D 
a 
On W. side, opposite College Ave 
D 
“ 
S. E. cor. Prince and E. Main sts 
D 
ii 
Prospect St. 
N. E. cor. Prospect and Park sts 
D 
ii 
S. E. cor. Prospect and Troup sts 
D 
u 
Reynolds St. 
N. E. cor. Reynolds and Hunter sts 
D 
“ 
River Street. 
On N. side, half way between Water and N. St. 
Paul sts 
H 
“ 
Rowe Street. 
S. W. cor. Rowe st. and Lake Ave 
D 
“ 
Rowley Street. On W. side Rowley st., 150 feet S. of Harvard st. 
D 
“ 
Saratoga Ave. 
S. E. cor. Saratoga Ave. and Ambrose st 
D 
From Lyell to Lori- N. E. “ “ “ Jones Ave 
D 
mer Streets. 
S. E. “ “ “ Lorimer st 
D 
Savannah St. 
S. W. cor. Savannah and Court sts 
1) 
School Alley. 
On E. side, half way betw’n Spring and Troup sts. 
D 
Scio Street. 
N. E. cor. Scio and E. Main sts 
D 
S. E. “ “ Joslyn Park 
I) 
“ 
Smith Street. 
On S. side, half way between Brown’s Alley and 
Frank st 
D 
On N. side, half way bet’n Bolivar and N. Kent sts. 
D 
ii 
Sophia Street. On W. side, half way betw’n W. Main and Allen sts. 
D 
ii 
South Street. 
On W. side South st., opp. S. line Washington Sq. 
PI 
ii 
S. W. cor. South and Jackson sts 
D 
“ 
South Ave. 
N. W. cor. South Ave. and Comfort st 
D 
3n. M. 
From Erie Canal to N. E. “ “ Alexander st 
D 
i< 
Oakland Street. 
S. W. “ “ Gregory st 
D 
ii 
N. E. “ “ Caroline 
D 
On E. side, half way bet’n Linden and Oakland sts. 
D 
2n. M. 
On E. side South Ave. 380 ft. S. of Oakland st... 
D 
Spencer Street. S. E. cor. Spencer and Frank sts 
D 
S. E. “ “ Lyell sts 
D 
Spring Street. 
N. W. cor. Spring and S. Fitzhugh sts. * 
N. W. “ “ Plymouth Ave 
N. E. “ “ Child’s Alley 
D 
From Exchange St 
D 
to Caledonia Ave. 
D 
State Street. 
N. E. cor. State st. and Exchange Place 
H 
From w. Main to On W. side, half way between Market and Mum- 
Lyell Streets. 
ford sts ' 
H 
S. E. cor. State st, and Rail Road Ave 
II 
N. E. “ “ Centre st 
H 
S. E. “ “ Furnace st 
II 
S. E. “ “ Platt st 
H 
a 
S. E. “ “ Factory st 
H 
a 
S. E. “ “ Brown st 
H 
a 
N. W. “ “ “ 
H 
a 
On E. side, half way between Brown and Jay sts. 
H 
a WATER COMMISSIONERS. 
45 
TABLE No. 1—Continued. 
Name of Street. 
LOCATION. 
J System. 
Capacity and 
Maker. 
State Street. 
N. W. cor. State and Jay sts 
H 
2n. M. 
Continued. 
OnE. side, half way bet. Jay st. and Vincent Place. 
H 
“ 
N. St. Paul St. 
S. E. cor. State St. and Vincent Place 
H 
it 
N. W. cor. N. St. Paul and E. Main sts 
H 
3n. M. 
From E. Main St. to On W. side N. St. Paul st., opposite Division st.. 
II 
2n. M. 
Hart Ave. 
S. W. cor. N. St. Paul and Mortimer sts 
II 
On W. side N. St. Paul st., opposite Pleasant st. 
D 
U 
On W. side N. St. Paul st., half way between 
Andrews and Franklin sts 
D 
u 
S. E. cor. N. St. Paul and Marietta sts 
D 
a 
N. E “ “ “ Ward sts 
D 
“ 
S. E. “ “ “ Hand sts 
D 
« 
On E. side N. St. Paul st., half way between 
Gorham and Lowell sts 
D 
a 
S. E. cor. N. St. Paul and Lowell sts 
D 
«* 
On E. side, one-third way between Lowell st. and 
Hart Ave 
D 
a 
On E. side, two-thirds way between Lowell st. 
and Hart Ave 
D 
„ 
N. E. cor. N. St. Paul st. and Hart Ave 
D 
S. St. Paul St. 
S. E. cor. S. St. Paul and E. Main sts 
H 
3n. M. 
From E. Main St. to 
On W. side, half way between Ely and Court sts. 
D 
2n. M. 
Erie Canal. 
On W. “ “ “ Court and Jackson 
streets 
D 
u 
On W. side, half way between Marshall and 
Griffith sts 
D 
it 
Stillson Street. On E. side, half way between Grove st. and Uni- 
versity Ave 
D 
„ 
Stone Street. 
S. E. cor. Stone and E. Main sts 
II 
a 
S. E. “ “ Johnson Park 
H 
*< 
Swan Street. 
N. E. cor. Swan st. and East Ave 
D 
Tappan Street. N. E. cor. Tappan and North sts 
D 
tt 
On N. side Tappan st., half way between North 
and Scio sts 
D 
u 
Tremont St. 
S. E. cor. Tremont st. and Caledonia Ave 
D 
From Plymouth Av. 
to Frances St. 
On S. side Tremont st., half way between Ply- 
mouth and Caledonia Aves 
D 
3n. M. 
Troup St. 
S. E. cor. Tremont and Frances sts 
D 
2n. M. 
tt 
S. W. cor. Troup and S. Fitzhugh sts 
D 
From Exchange to 8. W. “ “ S. Washington sts........ 
D 
U 
prances Sts. 
S. £. “ “ Eagle sts 
D 
“ 
S. E. “ “ Caledonia Ave 
D 
it 
S. E. “ “ Ford sts 
D 
“ 
N. E. •“ “ Frances sts 
D 
Union Street. 
S. W. cor. Union and E. Main sts 
D 
it 
From E. Main to 
S. E. “ “ University Ave 
D 
U 
Pearl Sts. 
On W. side, half way between Asylum and Char- 
lotte sts 
D 
j, 
S. W. cor. Union and Vine sts 
D 
i “ 46 
REPORT OF THE BOARD OF 
TABLE No. 1—Continued. 
Name op Street. 
LOCATION. 
| System. 
Capacity and 
Maker. 
University Av. N. E. cor. University Ave. and North st 
D 
2n. M. 
From North to 
Prince Sts. 
N W. “ “ “ Scio st i 
On N. side University Ave., 190 ft. W. of Alex- 
D 
U 
ander st 
D 
U 
Vincent Place. 
S. W. cor. Vincent Place and Bartholomay’s 
Park 
D 
Bn. M. 
Vine Street. 
S. E. cor. Vine and East sts 
D 
2n. M. 
Ward Street. 
N. W. cor. Ward and Emmett sts 
D 
“ 
N. Washington 
N. W. “ “ Clinton sts 
On W. side, half way between W. Main and 
D 
St eet. 
Allen sts 
D 
U 
S. Washington On W. side S. Washington st, near Erie Canal... 
H 2n. L. 
Street. 
S. W. cor., S. Washington and Spring sts 
D 
2n. M. 
N. Water St. 
On E. sideN. Water st., 129 ft. N. of E. Main st. 
H 
U 
From E. Main to 
Atwater Streets. 
S. E. cor. N. Water and Mortimer sts 
On E. side, one-third way between Mortimer and 
H 
u 
Andrews sts 
On E. side two-thirds way between Mortimer and 
II 
44 
Andrew s sts 
H 
“ 
S. E. cor. N. Water and Andrews sts 
On E. side, one-third way between Andrews and 
II 
44 
River sts 
On E. side, two-thirds way between Andrews and 
H 
u 
' 
River sts 
H 
« 
S. E. cor. N. Water and River sts 
1 H 
“ 
S. W. “ “ “ Atwrater sts 
H 
tt 
S. E. “ “ “ “ 
11 
« 
S. Water St. 
S. E. cor. S. Water and E. Main sts 
H 
« 
Webster St. 
On S. side Webster st., 180 ft. E. of Hudson st... 
D 
3n. M. 
S. W. cor. Webster and North sts 
D 
tt 
Weld St. 
From North to Scio 
N. W. cor. Weld and N. Stillson sts 
On N. side, half way between N. Stillson anc 
D 
2n. M. 
Streets. 
Scio sts 
i T> 
N. W. cor. Weld and Scio sts 
D 
West Ave. 
N. W. cor. West Ave and Trowbridge st 
D 
it 
From Erie Canal to N. E. 44 44 44 Canal st 
D 
Genesee Street. 
N. E. “ “ “ Litchfield st 
D 
tt 
|N. W. “ “ “ Madison st 
U 
IN. W. “ “ “ Frances st 
D 
Bn. M 
N. E. “ “ “ Wentworth st 
On N. side, one-third way between Wentworth anc 
D 
1 
44 
Genesee sts 
On N. side, two-thirds way between Wentwortl 
D 
i 
2n. M 
and Genesee sts 
tt 
Wilder Street 
N. W. cor. Wilder and Grape sts 
. D 
ft 
William St. 
N. E. cor. William and George sts D 
|On E. side, half way between George st. and 
<t 
Monroe Ave 
(t WATER COMMISSIONERS. 
SUMMARY OF HYDRANTS. 
Number and kind op Hydrants set. 
SYSTEM. 
Totals. 
2n. M. 
3n. M. 
2n. + S. M. 
2n. L. 
In. N. 
Domestic 
311 
23 
0 
2 
1 337 
Holly 
90 
10 
4 
31 
0 j 141 
407 
33 
4 
33 
1 | 478 
Abbreviations. 
“ D ” stands for Domestic System. 
“ H ” stands for Holly System. 
2n. M. stands for Two nozzle Mathews Hydrant. 
3n. M. stands for Three nozzle Mathews Hydrant. 
2n. •+• S. M. stands for Two nozzle and Steamer Suction Mathews 
Hydrant. 
2n. L. stands for Two nozzle Ludlow Hydrant. 
In. N. stands for One nozzle Niagara Mfg. Co. Hydrant. WATER COMMISSIONERS. 
49 
TABLE 1ST O. 2 , 
Showing Number, Size and Location of Stop Gates Inserted in the Pipe Mains of the City Distribution. 
Note.—The measurements in the first column of “Co-ordinates” are taken at a right angle to the respective lines of the streets in which the Mains 
containing the Gates are located; those in the second column are taken in a direction at a right angle to the former, or parallel respectively to the lines of the 
aforesaid streets, except in cases particularly specified. 
All these measurements are taken in feet and tenths of a foot. 
The letter in the parenthesis (), following a Co-ordinate, denotes the direction of sight in taking the measurement; the other letters in these columns of 
“ Co-ordinates” refer to the points of the compass, and the line (L) of street, and the face (F) of some building. 
The letters D., H., S. P., F. C., and B. O., in the column of “System,” denote respectively “Domestic,” “Holly;” “ Supply Pipe,” “ Flanged Connec- 
tion,” and “ Blow-off,” the covers of the corresponding gate boxes, being thus marked. “Br.” denotes “ Branch.” 
A Gate repeated under the head of a street other than the one containing the Main in which it is inserted, is marked with an asterisk^*) 
The following Table, moreover, does not include any gate inserted in a service pipe of any magnitude whatever. 
Name of Street. 
Location of Gate. 
Main Wherein. 
j System. 
5' Size. 
CO-OKHINATES. 
D 
4 
12,4 S. of N. L. Achilles st 
1 
(Not extended.) 
Adams Street 
S. W. cor. Exchange st 
♦Exchange st 
D 
D 
D 
6 
8 
4 
22,0 E. of W. L. Exchange st. (S) ... 
.. 7,7 N. of S. L. Adams st. 
.. |8,3 E. of W. L. Exchange st. (S) 
( ;4,0 S. of S. F. Building, N. E. cor. 
| ' Adams st. and Plymouth ave. 
N. E. cor. Fitzhugh st 
♦Fitzhugh st 
18,3 W. of E. L. Fitzhugh st. (N)... 
N. E. cor. Plymouth ave 
Adams st 
D 
8 
21,5 S. of N. L. Adams st. (E) 
.. 7,3 W. of E. L. Plymouth ave. 
N. W. cor. Plymouth ave 
N. E. cor. Caledonia ave 
1) 
6 
. . 2,8 E. of W. L. Plymouth ave. (S) 
Adams st 
I) 
6 
23,7 S. of N. L. Adams st. (E) 
.. 6,0 W. of E. L. Caledonia ave. (S) 
I) 
6 
N. E. cor. Frances st 
D 
8 
.. 4,0 W. of E. L. Frances st. 
Opp. N. E. cor. Frances st... 
N. E. cor. Mt. Hope ave 
♦Frances st 
I) 
16 
4,8 S. of N. L. Adams st. 
Alexander Street. 
From Mt. Hope Av. 
to University Ave. 
D 
6 
.. 9,0 N. of N. L. Alexander st. 
S. E. cor. Mt. Hope ave 
D 
6 
.. 7’9 W. of E. L. Mount Hope ave, 
D 
4 
S. W. cor. South ave 
D 
6 
. |6|7 E. of W. L. South ave. 
N. W. cor. South ave 
D 
16 
.. 3,6 S. of N. L. Alexander st. 
S. E. cor. South ave 
D 
12 
.. W. of E. L. South ave. 
S. E. cor. Van st 
D 
4 
1L0 W. of E. L. Van st 
... 3’4 N. of S. L. Alexander st. 
D 
6 
6 
S. W. cor. Pinnacle ave 
♦Pinnacle ave 
D 
21,4 E. of W. L. Pinnacle ave 
.. 5,8 N. of S. L. Alexander st. (W) 
S. E. cor. Pinnacle ave 
Alexander st 
D 
12 
20,5 N. of S L. Alexander st. (W) .. 
.. 2,2 W. of E. L. Pinnacle ave. (N) 
D 
12 
N. E. cor. Broadway 
♦Broadway 
D 
6 
23,8 W. of E. L. Broadway 
... 5M S. of N. L. Alexander st. 50 
REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
j System. 
6 
.2 
DO 
(in.) 
CO-ORDINATES. 
Alexander Street. 
(Continued.) 
D 
6 
4,8 N. of S. L. Alexander st. 
4.8 S. of N. L. Alexander st. 
3.9 N.-of S. L. Alexander st. (W) 
4.7 N. of S. L. Alexander st. (W) 
4.2 N. of S. L. Monroe ave. 
5.2 E. of W. L. Alexander st. (S) 
3.1 W. of E. L. Alexander st. 
4.4 S. of N. L. Monroe ave. (W) 
4.4 S. of N. L. Monroe ave. \W) 
54 N. of S. L. Park ave. 
4.8 E. of E. L. Alexander st. 
4,8 N. of S. L. East ave. 
4.2 N. of S. L. East ave. 
On W. L. Alexander st. (S) 
0,4 W. of E. L. Alexander st. (S) 
7,1 S. of N. L. East ave. 
1.4 E. of W. L. Alexander st. 
3.5 E. of W. L. Alexander st. 
D 
4 
23,8 E. of W. L. Pearl st 
D 
4 
21,7 E. of W. L. Pearl st 
D 
4 
13,9 W. of E. L. Cobb st 
D 
12 
D 
12 
D 
12 
D 
6 
D 
6 
D 
6 
D 
4 
17,8 N. of S. L. Park ave 
D 
6 
D 
6 
D 
8 
D 
6 
21,3 N. of S. L. East ave 
D 
8 
D 
4 
N. W. cor. University ave... 
♦University ave 
D 
4 
24,8 S. of N. L. University ave 
Allen Street 
D 
16 
18,0 N. of S. L. Allen st. 
13,0 E. of W. L. State st. (N.) 
8,8 E. of W. L. State st. (N) 
From State St. to 
Broad St. 
H 
10 
D 
8 
S. W. cor. State st 
Hydt. Hr. in Allen st.. 
*Pindell Alley 
H 
4 
8,2 Directly before Hydrant. 
U 
4 
3,8 N. of S. L. Allen st. (W.) 
5.6 W. of E. L. Sophia st. (S) 
5.7 S. of S. L. Centre Square. 
5,0 E. of W. L. Washington st. 
7.6 S. of N. L. Allen st. (E) 
6.7 S. of N. L. Allen st. 
D 
8 
22*9 S. of N. L. Allen st. (E) 
D 
6 
24.3 E. of E. L. Center Square 
23.9 S. of N. L. Allen st 
Opp. S.W. cor! Washington st 
D 
8 
D 
4 
D 
6 
21,5 E. of W. L. Oak st 
H 
8 
23,0 E. of W. L. Oak st ... 
4.2 8. of N. L. AUen st. 
3.2 E. of W. L. Oak st. 
4.3 N. of S. L. Allen st. 
4.4 N. of S. L. Alien st. 
7,7 S. of N. L. Allen st. 
D 
8 
D 
4 
19*8 E. of W. L. Ford st 
H 
10 
21,7 E. of W. L. Ford st 
N. W. cor. Warehouse st 
♦Warehouse st 
D 
4 
37,2 W. of E. L. Warehouse st 
L) 
6 
4,0 S. of N. L. Allen st. 
6.7 W. of E. L. Lake ave. (N) 
3.8 S. of N. L. Ambrose st. 
I) 
2 
22,5 S. of N. L. Ambrose st 
(Not Extended.) 
N. E. cor. Lake ave 
♦Lake ave 
D 
8 
6,5 W. of E. L. Lake ave 
TABLE No 2—Continued. WATEK COMMISSIONERS. 
51 
Name of Street. 
Location of Gate. 
Main Wherein. 
£ 
QQ 
q5 
55 
(in.) 
CO-ORDINATES. 
♦Lake ave 
D 
8 
22,5 W. of E. L. Lake ave 
(Continued.) 
D 
6 
36,1 N. of S. L. Ambrose st. iW) 
D 
12 
21,0 E. of W. L. Lake ave...... 
D 
8 
7'6 E. of W. L Lake ave (S) 
D 
6 
I) 
4 
4,6 E. of W. L. North st. (N) 
(Not Extended.) 
Andrews Street... 
Opp. S. W. cor. North st 
♦North st 
D 
12 
24,5 W. of E. L. North st 
6,4 N. of S. L. Andrews st. 
Opp. S. W. cor. North st 
♦North st 
F C 
6 
25,8 W. of E. L. North st 
9,6 N. of S. L. Andrews st. 
1) 
6 
5 7 E. of W. L. North st. (N) 
11 
6 
*S. Chatham st 
D 
4 
N. W. cor. W. Chatham st... 
*W. Chatham st 
1) 
4 
11,3 E. of W. L. Chatham st 
9,2 S. of S. L. Franklin Square. 
II 
0 
D 
6 
D 
12 
II 
12 
H 
6 
6,5 E. of W. L. Clinton st (S)' 
Andrews st 
D 
6 
2'8 E. of W. L. Clinton st.'(S) 
S. W. eor. St. Paul st 
♦St. Paul st. 
D 
6 
25,8 E. of W. L. St. Paul st. (S) 
4,4 N. of S. L. Andrews st. 
D 
6 
20,9 W. of E. L. Water st. (N) 
* Water st 
H 
8 
Aqueduct Street.. 
D 
4 
10,2 N. of S. L. Main st. (W) 
II 
6 
7,7 N. of 8. L. Main st. (W.) 
Arnold Park 
Nearly opposite No. 9 
Arnold Park 
D 
4 
14,5 N. of N. L. House No. 9 
8,5 E. of Central Line of Trees. 
Arnold Park 
1) 
4 
D 
6 
21,5 N. of S. L. Hickory st 
N. E. cor. Gregory stt 
Ashland” st 
D 
4 
12,7 W. of E. L. Ashland st 
4,5 S. of N. L. Gregory st. 
D 
6 
3,6 W. of E. L. Ashland st. 
D 
4 
13,5 W. of E. L. Asylum st 
17,3 N. of S. L. Main st. (W) 
(Not Extended.) 
tTurns to left to open. 
TABLE No. 2—Continued. 52 
REPORT OF THE BOARD OF 
Name op Street. 
Location op Gate. 
Main Wherein. 
| System. 
3' j Size. 
CO-ORDINATES. 
Atkinson Street .. 
S. W. cor. Plymouth ave 
♦Plymouth ave 
D 
12 
21,7 E. of W. L. Plymouth ave. (S) 
3,4 N. of S. L. Atkinson st. 
From Plymouth Av. 
to Ford St. 
S. W. cor. Plymouth ave 
Atkinson st 
D 
6 
17,5 N. of S. L.. Atkinson st 
7,4 E. of W. L. Plymouth ave. (S) 
Opp. N.E. cor. Greenwood av 
O 
6 
0,5 E. of E. L. Greenwood ave. 
3,0 W. of E. L. Caledonia ave. 
3.6 S. of N. L. Atkinson st. (W) 
4,0 E. of W. L. Caledonia ave. 
Atkinson st 
D 
6 
D 
16 
S. W. cor. Caledonia ave 
Atkinson st 
D 
4 
18,1 N. of S. L. Atkinson st 
Atwater Street. .. 
Opp N. w. cor. North st 
♦North st 
D 
12 
3,0 N. of S. L. Tappan st. 
7,7 E. of W. L. North st. 
4,3 S. of N. L. Atwater st. 
4,5 N. of S. L. Atwater st. 
D 
6 
♦Oregon st 
D 
4 
D 
4 
N. W. cor. Leopold st 
♦Leopold st 
D 
4 
D 
6 
4,3 S. of N. L. Atwater st. 
5.2 N. of S. L. Atwater st. 
5.3 E. of W. L. Chatham st. (S) 
5,6 N. of S. L. Atwater st. 
5.4 S. of N. L. Atwater st. 
S. W. cor. N. Chatham st 
D 
4 
N. W. cor. N. Chatham st 
Atwater st 
D 
6 
D 
4 
N. E. cor. St. Joseph st 
♦St. Joseph st 
B 
6 
23,5 W. of E. L. St. Joseph st 
N. E. cor. Joiner st 
*Joiner st 
D 
4 
18,0 W. of W. F. Building, N. E. cor... 
5,2 S. of N. L. Atwater st. (W) 
N. E. cor. Clinton st 
Atwater st 
1) 
6 
♦Clinton st 
D 
12 
0,8 N. of S. L. Atwater st. (Pi) 
3,8 N. of S. L. Atwater st. (El 
9.3 E. of W. L. Clinton st. (N) 
7.3 E. of W. L. Clinton st. (N.) 
5.7 W. of E. L. St. Paul st. (S) 
♦Clinton st 
F C 
10 
Atwater st 
D 
6 
H 
8 
FC 
D 
6 
S. W. cor. St. Paul St 
♦St. Paul st 
6 
216 E. of W. L. St. Paul st. (S) 
5,6 N. of S. L. Atwater st. (Pi) 
10,0 W. of E. L. Water st. (S) 
9,8 W. of E. L. Water st. (8) 
S. E. cor. Water st 
S. E. cor. Water st 
Atwater st 
Atwater St 
s 
6 
8 
13*0 N. of S. L. Atwater st (Pi) 
13,7 N. of S. L. Atwater si. (E.) 
Averill Street. ... 
(Not Extended.) 
S. W. cor. Monroe ave 
Averill st 
D 
4 
19,5 E. of W. L. Averill st 
6,0 N. of S. L. Monroe ave. 
Baekus Avenue... 
(Not Extended.) 
N. E. cor. Phelps a\e 
♦Phelps ave 
D 
4 
40,5 S. of N. L. Phelps ave 
4,8 W. of E. L. Backus ave. 
Opp. N. E. cor. North ave 
♦North ave 
i) 
8 
20.4 N. of N. L. Bay st. 
4,8 W. of E. L. North avei 
4,6 W. of E. L. Bolivar st. 
5,2 N. of S. L. Smith st. 
(Not Extended.) 
Bolivar Street.... 
D 
6 
N. of S. L. Bay st. 
Opp. N. E. cor. Jay st 
♦Jay st 
D 
6 
S.‘W. cor. Smith st 
Bolivar st 
D 
6 
22,1 E. of W. L. Bolivar st 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
53 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
6 
N 
(in.) 
CO-ORDINATES. 
Bolivar Street 
N. W. cor Smith st 
Bolivar st 
D 
6 
5.8 S. of N. L. Smith st. 
11,7 N. of S. L. Lyell st. 
1.9 W. of W. L. Lake ave. (S) 
(Continued.) 
Brisbane Street 
(Not Extended.) 
S. W. cor. Lyell st 
Bolivar st 
D 
6 
S. W. cor. Lake ave 
Brisbane st 
D 
4 
24,4 N. of S. L. Brisbane st 
Broad Street 
From Allen St. to 
Warehouse St. 
N. W. cor. Allen st 
Broad st 
D 
6 
21,6 E. of W. L. Broad st. (S) 
4,0 S. of N. L. Allen st. 
Broadway.. 
S. E. cor. Howell st ... 
I) 
6 
17,3 W. of E. L. Broadway 
6,2 N. of S. L. Howell st. 
6,0 E. of W. L. Broadway. 
3,6 E. of W. L. Broadway, (S) 
5,1 N. of S. L. Griffith st. 
5.4 S. of N. L. Alexander st. 
From Howell St. to 
Alexander St. 
D 
23.6 N. of S. L. Marshall st. (W) ..... 
D 
4 
18,6 N. of S. L. Griffith st 
D 
6 
23,7 W. of E. L. Broadway 
Broadway 
I) 
6 
23.8 W. of E. L. Broadway 
S. W. cor. Alexander st 
♦Alexander st 
D 
12 
24.0 N. of S. L. Alexander st 
3,5 E. of W. L. Broadway. 
D 
6 
24,0 W. of E. L. Broadway 
4,8 N. of S. L. Alexander st, 
5,4 N. of S. L. Brown st. 
13,6 E. of W. L. State st. (S) 
D 
1(| 
29,9 W. of E. L. State st 
D 
4 
N. W. cor. Frank st 
♦Frank st 
D 
6 
23,8 E. of W. L. Frank st. (S) 
5,4 S. of N. L. Brown st. (W) 
1) 
4 
20,5 S. of N. L. Brown st 
N. E. cor Jones st 
♦Jones st 
D 
4 
20,8 W. of E. L. Jones st 
4,7 S. of N. L. Brown st. (E) 
N. E. cor. Kent st 
Brown st 
1) 
4 
21,6 S. of N. L. Brown st 
5,7 W. of E. L. Kent st. (N) 
1) 
4 
39,2 N. of S. L. Brown st 
7,0 W. of E. L. Oak st. 
4,8 N. of S. L. Brown st. 
18.8 W. of E. L. Wilder st. 
D 
6 
2R5 E. of W. L. Oak st 
D 
6 
4 j S. of N. L. Brown st 
S.E. cor. Frances & E. Maple, 
D 
6 
13.7 W. of W. F. Build’g, S. E. cor. 
D 
16 
E. of W. L. Frances st 
D 
6 
20,0 N. of S. L.’Brown st 
0,7 E. of W. L. Frances st. 
11,0 S. of N. L. West ave. 
D 
4 
12,5 W. of E. L. Brown st 
D 
12 
D 
12 
24.0 S. of N. L. West ave. (E) 
1.5 W. of W. L. Genesee st. 
4.5 S. of N. L. Spring st. 
Caledonia Avenue 
N. E. cor. Spring st 
Caledonia ave 
D 
6 
25,0 W. of E. L. Caledonia ave. (N) 
I) 
16 
17,1 S. of N. L. Spring st 
5,4 W. of E. L. Caledonia ave. (N) 
6.7 E. of W. L. Caledonia ave. 
4.7 W. of E. L. Caledonia ave. (S) 
0,5 W. of W. L. Caledonia ave. (S) 
D 
4 
♦Troup" st 
D 
6 
2L7 N. of S. L. Troup st 
D 
6 
N. E. cor. Atkinson st | 
Ilyd. Br.in Caled’a av. 
D 
4 
4,0 Directly before Hydrant. 
TABLE No. 2—Continued. 54 
REPORT OF THE BOARD OF 
Name op Street. 
Location of Gate. 
Main Wherein. 
S i g 
« CD 
50 !(in.) 
COORDINATES. 
I) 
16 
(Continued.) 
D 
6 
D 
4 
D 
6 
I) 
6 
D 
16 
D 
12 
D 
4 
D 
4 
6,0 W. of E. L. Caledonia ave. 
50 ft. S. of Edinburgh st 
Hyd. Br.in Cal'd’na av 
D 
4 
3,8 Directly before Hydrant. 
1) 
16 
2,8 E. of W. L. Caledonia ave. (N) 
Opp. S. W. cor. Hunter st... 
Caledonia ave 
D 
8 
21,0 W. of E. L. Caledonia ave 
6,5 N. of S. L. Hunter st. 
D 
6 
N. W. cor. Plymouth ave 
Caledonia ave 
D 
6 
24,1 S. of N. L. Clarissa st 
6,3 E. of W. L. Plymouth ave. (N) 
Campbell Street 
D 
16 
21,9 E. of W. L. Grape st 
(Not Extended.) 
S. W. cor. Grape st 
Campbell st 
D 
6 
21,3 N. of S. L. Campbell st 
E. of W. L. Grape st. (N.) 
D 
6 
23,4 E. of W. L. Canal st 
2,8 S. of N. L. E. Maple st. 
D 
16 
3,0 S. of N. L. Caroline st. 
D 
12 
N. of S. L. Caroline st 
6,6 W. of E. L. South ave. 
Centre Street 
D 
1 
24.2 N. of S. L. Centre st. (E) 
5,6 W. of W. F. R R. Depot. 
H 
4 
23,1 N. of S. L. Centre st. (E.) 
5,8 W. of W. F. It. It. Depot. 
D 
4 
20,6 N. of S. L. Centre st 
10,3 W. of E. L. State st. (S) 
// 
6 
22,3 N. of S. L. Centre st 
10,3 E. of W. L. State st. {N.) 
D 
4 
20,4 N. of S. L. Centre st 
8,0 E, of W. L. State st. (N) 
T> 
6 
21,5 E. of W. L. Frank st 
5,0 S. of N. L. Centre st. 
T> 
4 
22,0 W. of E. L. Jones st 
5,8 S. of N. L. Centre st. (E) 
S. W. cor. Elizabeth st 
Centre Park 
D 
4 
23,3 N. of S. L. Centre Park 
4,3 E. of W. L. Elizabeth st. 
D 
6 
30,0 S. of N. L. Champion st 
3,5 W. of W. L. Lake ave. (S) 
(Not Extended.) 
I) 
6 
23,4 W. of E. L. Hudson st 
2,6 N. of N. L. Clianning st. 
(Not Extended.) 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
55 
Name op Street. 
Location op Gate. 
Main Wherein. 
System. | 
N 
33 
(in.) 
CO-ORDINATES. 
Charlotte Street.. 
N. E. cor. Sclo st 
D 
4 
3 7 W. of E. L. Scio st (S) 
S. E. cor. Mathews st 
♦Mathews st 
D 
4 
N. W. cor. Union st 
Charlotte st 
D 
4 
N. W. cor. Union st 
♦Union st 
D 
6 
S. E. cor. Lawrence st 
♦Lawrence St 
D 
4 
N. W. cor. Alexander st 
Charlotte st 
D 
4 
18,3 S. of N. L. Charlotte st 
1,4 E. of W. L. Alexander st. 
D 
4 
W. Chatham St... 
N. W. cor. Andrews st 
Chatham st 
D 
4 
11,3 E. of W. L. Chatham st 
9,2 S. of S. L. Franklin Square. 
D 
4 
5 4 N. of S. L. Clinton Place, (W) 
X. Chatham St. .. 
N. W. cor. Clinton Place 
♦Clinton Place 
D 
6 
21,8 S. of N. L. Clinton Place 
5,2 E. of W. L. Chatham st. 
From Clinton Place 
D 
4 
I) 
6 
20,9 S. of N. L. Atwater st. (W) 
to Atwater St. 
I) 
0 
D 
4 
10,0 S. of N. L. Main st. (W) 
(Not Extended.) 
I) 
4 
4,5 W. of E. L. Chestnut st, 
1) 
6 
7,2 N. of S. L. of East ave. 
S. E. cor. Chestnut Park 
♦Chestnut Park 
D 
4 
11,9 N. of S. L. Chestnut Park 
4,5 W. of E. L. Chestnut st. 
D 
6 
6,2 N. of S. L. Elm st. 
I) 
4 
5,9 E. of W. L. Chestnut st. 
D 
6 
3,5 S. of N. L. Court st. (E) 
D 
6 
2,4 N. of S. L. Court st. (E) 
D 
6 
6,8 S. of N. L. Monroe ave. (E) 
Opp. N. E. cor. Monroe ave.. 
♦Monroe ave 
D 
12 
21,5 N. of S. L. Monroe ave 
39,2 W. of E. L. Chestnut st. 
Clarissa Street. .. 
Intersect’n Greig & Ex’ge sts. 
♦Exchange st 
D 
6 
19.2 E. of W. L. Exchange st 
10,5 N. of N. L. Clarissa st. (W) 
D 
4 
16,5 N. of N. L. Clarissa st. (W) 
to Exchange St. 
D 
4 
19.3 N. of S. L. Clifton st 
2,0 E. of W. L. Prospect st. (S) 
D 
6 
3,0 W. of E. L. Frances st. (S) 
to Frances St. 
S. W. cor. Frances st 
Clifton st 
D 
6 
23,3 N. of S. L. Fence, S. W. cor 
4,3 E. of W. L. Frances st. (N) 
TABLE No. 2—Continued. 56 
REPOKT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
6 
.N 
S3 
(in.) 
CO-ORDINATES. 
Clinton Place 
D 
6 
7,5 E. of W. L. North st. (N) 
*E. Chatham st 
D 
4 
5,4 N. of S. L. Clinton Place (W) 
Clinton Place 
D 
6 
Clinton Place 
D 
4 
S/Clinton Street. 
Intersc’n Mon. av. & Green st 
Clinton st 
D 
4 
5,5 W. of E. L. Clinton stt 
18,4 S. of N. F. Arsenal.t 
4. 44 44 4< 
♦Washington Place .. 
1) 
12 
20,8 S. of N. F. 
Clinton st 
D 
4 
♦Court st 
D 
10 
Clinton st 
D 
8 
2.2 W. of E. L. Clinton st. (N) 
Clinton st 
D 
8 
♦Johnson Park 
D 
4 
Clinton st 
D 
8 
Clinton st 
D 
8 
Clinton st 
H 
4 
*jMain st 
H 
12 
♦Main st 
D 
20 
♦Main st 
D 
20 
38,3 S. of N. L. Main st... 
7 7 E. of W. L. Clinton st (N) 
!V. Clinton Street. 
JV. E. cor. Main st 
*Main st 
IT 
12 
4 2 W of E L Clinton st (S) 
N. E. cor. Main st 
♦Main st 
D 
20 
5 4 W. of E. L. Clinton st (S) 
9 
0 
3, 
o 
N. W. cor. Main st 
♦Main st 
D 
20 
7,7 E. of W. L. Clinton st (N) 
N. E. cor, Main st 
Clinton st 
II 
12 
25,0 W. of E. L. Clinton st. 
5 8 S. of M L Main st 
N. E. cor. Main st 
Clinton st 
D 
12 
11,i S. of N. L. Main st 
S. W. cor. Division st 
* Division st 
H 
6 
5 8 E. of W. L Clinton st. (N) 
N. W. cor. Mortimer st 
♦Mortimer st 
D 
4 
7 7 E. of W. L. Clinton st (N) 
S. W. cor. Pleasant st 
♦Pleasant st 
D 
4 
Clinton st 
F C 
10 
♦Franklin st 
D 
4 
* Franklin st 
II 
4 
Clinton st 
H 
12 
♦Andrews st 
D 
6 
* Andrews st 
II 
6 
D 
6 
* A ndrews st 
H 
6 
D 
12 
N. E. cor. Clinton Place 
♦Clinton Place 
D 
4 
22,3 S. of N. L. Clinton Place 
7,4 W. of E. L. Clinton st. (S) 
t First Ordinate is at right angles to Clinton St., 
and 2nd is parallel to same. 
JFirst ordinate is parallel to Clinton St. 
and 2nd at right angles to same. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
57 
Name op Street. 
Location op Gate. 
Main Wuerein. 
i System. 
<6 
$ 
(to!) 
CO-ORDINATES. 
N. Clinton Street. 
S. E. cor. Atwater st 
D 
12 
21,1 W. of E. L. Clinton st. (N) 
0.8 N. of S. L. Atw'ater st. (E) 
3.8 N. of S. L. Atwater st. (E) 
5.3 W. of E. L. Clinton st. (S) 
7.3 K. of W. L. Clinton st. (N.) 
9.3 E. of W. L. Clinton st. (N) 
7.7 E. of W. L. Clinton st. (N) 
6.9 E. of W. L. Clinton st. (N) 
7.4 S. of N. L. Ward st. 
8.4 E. of W. L. Clinton st. 
1.5 S. of S. L. Kelly st. 
4.7 N. of S. L. Alexander st. (W) 
16.3 W. of E. L. Prince st. (S) 
4,0 E. of W. L. South ave. (S) 
5,0 W. of E. L. South ave. (S) 
5,2 W. of E. L. North st. 
5.6 N. of S. L. Draper st. 
12.3 W. of E. L. Exchange st. (S) 
9,5 S. of N. L. Court st. (E) 
8.1 N. of S. L. Court st. (E) 
7.1 W. of E. L. St. Paul st. (N) 
On IF. L. Stone st. 
S. E. cor. Atw'ater st 
R f1 
10 
(Continued.) 
N. E. cor. Atw'ater st 
D 
6 
JV. IF. cor. Atwater st 
// 
8 
N. W. cor. Atwater st 
D 
6 
N. W. cor. Marietta st 
D 
4 
N. W. cor. Ward st 
D 
8 
Opp. N. W. cor. Ward st 
D 
12 
S. W. cor. Hand st 
D 
4 
S. E. cor. Kelly st 
D 
12 
N. E. cor. Alexander st 
D 
4 
(Not Extended.) 
College Avenue .. 
From Prince Street, 
600 ft. East. 
D 
4 
D 
4 
(Not Extended.) 
Concord Avenue.. 
From North St. to 
Draper St. 
Court Street 
D 
4 
S. E. cor. North st 
1) 
4 
17,8 N. of S. L. Concord ave 
D 
4 
W. ofE. L. Concord ave 
Court st 
D 
4 
D 
16 
D 
16 
24,4 E. of W. L. St. Paul st. (S) 
D 
16 
H 
4 
D 
4 
13,5 W. of W. E. Building, N. E. cor... 
1,8 S. of N. L. Court st. 
11,0 N. of S. L. Court st. 
6.2 N. of S. L. Court st. 
9,6 S. of N. L. Court st. 
8.2 S. of N. L. Court st. 
D 
12 
F C 
6 
D 
8 
L5 E. of W. L. Clinton st. (N) 
D 
8 
2,2 W. of E. L. Clinton st. (N) 
D 
4 
1,8 W. of E. L. Clinton st. (S) 
7,9 N. of S. L. Court st. 
3,4 E. of E. L. Clinton st. (NT) 
3.4 S. of N. L. Court st. 
4,0 N. of S. L. Court st. 
3.5 S. of N. L. Court st. (E) 
2,4 N. of S. L. Court st. (E) 
D 
10 
D 
4 
D 
4 
D 
6 
S. W. cor. Chestnut st 
♦Chestnut st 
D 
6 
22,4 E. of W. L. Chestnut st 
TABLE No. 2—Continued. 58 
REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
© 
NJ 
$ 
(in.) 
CO-ORDINATES. 
Court Street 
S. E. cor. William st 
♦William st 
D 
4 
4,5 N. of S. L. Court st. 
,n nf n 
♦William st 
D 
6 
D 
10 
8,2 W. of E. L. William st. (N) 
♦Manhattan st 
D 
4 
D 
6 
Court st 
D 
8 
30,0 N, of S. L. Court st ....... 
Cvpress Street.. 
S. W. cor. South ave 
Cypress st 
D 
6 
7,6 E. of W. L. South ave. 
(Not Extended.) 
Dean st 
D 
4 
4,8 E. of W. L. Frank st. (S) 
D 
4 
20,1 S. of N. L. Delavan st 
6,4 W. of E. L. North st. (N) 
D 
4 
20, 6 S. of N. L. Delavan st 
8. W. cor. Clinton, st 
II 
6 
11,3 N. of 8. L. Division st 
5,8 E. of W. L. Clinton st. (N.) 
H 
ti 
22’l S. of N. L. Division st 
2,7 E. of Hydrant Branch. 
D 
4 
16,5 N. of S. L. Draper st 
3,8 E. of W. L. North ave. 
D 
4 
15,5 W. of E. L. Concord ave 
5,6 N. of S. L. Draper st. 
S. E. cor. Troup st 
D 
4 
14,8 W. of E. L. Eagle st 
6,0 N. of S. L. Troup st. 
D 
8 
33,2 S. of N. L. Main stt 
12,7 E. of E. L. Franklin st.t 
F C 
6 
37,5 S. of N. L. Main stt 
12,3 E. of E. L. Franklin st.t 
D 
6 
22’0 E. of W. L. Chestnut st 
7,2 N. of S. L. East ave. 
D 
4 
20’4 W. of E' L. Gibbs st 
3,6 S. of N. L. East ave. 
D 
6 
18,8 E. of W. L. Scio st 
4,4 S. of N. L. East. ave. 
D 
8 
22’6 N. of S. L. East ave 
3,8 E. of W. L. William st. 
D 
4 
19*2 W. of E. L. William st 
4,2 N. of S. L. East ave. 
D 
4 
17(5 E. of W. L. East st 
4,5 S. of N. L. East ave. 
D 
8 
21,7 N. of S. L. East ave 
On W. L. North Union st. 
D 
£ 
17,2 E. of W. L. Union st. (N) 
5.7 N. of S. L. East ave. (W.) 
D 
6 
21,9 E. of W. L. Union st. (N) 
5,4 S. of N. L. East ave. 
D 
8 
22(2 N. of S. L. East ave 
1,2 E. of E. L. North Union st. 
D 
8 
21,5 N. of S. L. East ave 
On W. L. Alexander st. (S) 
D 
6 
4,5 E. of W. L. Alexander st 
4,2 N. of S. L. East ave. 
N. W. cor. Alexander st 
♦Alexander st 
D 
8 
18,2 E. of W. L. Alexander st 
7,1 S. of N. L. East ave. 
tFirst measurement at right angles to Main street, and 2nd is parallel to same. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
59 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
6 
.2 
i7: 
in.) 
CO-ORDINATES. 
East Avenue 
n 
0 
4,8 N. of S. L. East ave. 
D 
6 
21,3 N. of S. L. East ave 
0,4 W. of E. L. Alexander st. 
D 
6 
21,2 E. of W. L. Prince st 
4,8 S. of N. L. East ave. 
D 
45,0 S. of N. L. East ave 
3,0 E. of W. L. Meigs st. 
S. W. cor. Meigs st 
♦Meigs st 
1) 
6 
21,3 E. of W. L. Meigs st 
3,9 N. of S. L. East ave. (E.) 
D 
4 
17,5 E. of W. L. East st 
4,5 S. of N. L. East ave. 
D 
4 
13,6 N. of S. L. Vine st 
2,2 W. of E. L. East st. 
Edinburgh Street. 
r> 
1 
20,4 N. of S. L. Edinburgh st. (E.) 
7,8 W. of E. L. Exchange st. (N.) 
D 
4 
18,2 W. of E. L. Fitzhugh st 
2,7 S. of N. L. Edinburgh st. 
D 
4 
N. of S. L. Edinburgh st. (E.) 
5.2 W. of E. L. Caledonia sq. 
D 
8 
70,4 W. of W. L. Plymouth ave. (N.)+.. 
3,0 N. of S. L. Edinburgh st. (W.)t 
D 
4 
6,0 W. of E. L. Caledonia ave. 
D 
4 
5,2 N. of S. L. Monroe ave. (E.) 
(Not Extended.) 
Elizabeth Street... 
D 
0 
18,0 S. of N. L. Main st. 
II 
10 
20’o IP. of E. L. Elizabeth st 
14, 5 8. of N. L. Main st. 
D 
4 
4,3 E. of W. L. Elizabeth st. 
D 
4 
21,7 W. of E. L. Elm st 
7,3 N. of S. L. Main st. (W.) 
H 
4 
7,3 JY. of 8. L. Main st. (If.) 
D 
6 
21,0 E. of W. L. Chestnut st 
6,2 N. of S. L. Elm st. 
Ely Street 
D 
4 
9,1 N. of S. L. Ely st 
6,0 W. of E. L. St. Paul st. (N.) 
H 
6 
N. of 8. L. Ely st 
6,2 W. of E. L. St. Paul st. (N.) 
II 
8 
WfN.ofS. L. Ely st 
5,2 E. of IT. L. Stone st. 
H 
8 
12’6 W. of E. L. Stone st 
3,8 N. of S. L. Ely st. 
n 
4 
2,3 W. of W. L. Lake ave. 
(Not Extended.) 
D 
4 
18,0 W. of E. L. Emmet st 
3,3 S. of N. L. Ward st. 
(Not Extended,) 
S. W. cor Kent st 
D 
2 
22,2 N. of S. L. Erie st 
1,9 E. of W. L. Kent st. (N.) 
Exchange Place. 
S. E. cor. State st 
Exchange pi 
D 
4 
12.7 N. of S. L. Exchange pi 
7,1 W. of E. L. State st. 
tPirst ordinate is parallel to Edinburgh street, and 2nd at right angles to same. 
TABLE No. 2—Continued. 60 
REPORT OF THE BOARD OF 
Name or Stbeet. 
Location or Gate. 
Main Wherein. 
System. 
© 
.2 
33 
(in.) 
CO-ORDINATES. 
Exchange Street. 
♦Main st 
D 
20 
45,2 S. of N. L. Main st 
9.6 W. of W. L. State st. 
6.5 W. of W. L. State st. 
13.2 N. of S. L. Main st. 
11.7 N. of S. L. Main st. 
13,0 S. of N. L. Spring st. 
8,0 E. of W. L. Exchange st. (S.) 
12.3 W. of E. L. Exchange st. (S.) 
2,9 E. of W. L. Exchange st. (S.) 
4.3 N. of S. L. Troup st. 
8.3 E. of W. L. Exchange st. (S.) 
7.7 N. of S. L. Adams st. 
7.8 W. of E. L. Exchange st. (N.) 
7.9 W. of E. L. Exchange st. (N.) 
5.5 E. of W. L. Exchange st. 
2,0 N. of S. L. Glasgow st. 
8,0 E. of W. L. Exchange st. 
10.5N. of N. L. Clarissa st. (W.) 
4.5 N. of S. L. Tappan st. 
6,2 W. of E. L. First st. 
9.5 S. of N. L. Main st. (W.) 
10.8 S. of N. L. Main st. (W.) 
9.8 A. of S. L. Main st. 
9.5 N. of S. L. Main st. 
5,0 S. of N. L. Spring st. (E.) 
5.5 S. of N. L. Troup st. (Wd 
j 4,0 S. of S. F. Building N. E. cor. 
| Plymouth ave. and Adams st. 
2,7 S. of N. L. Edinburgh st. 
*Main st 
H 
16 
8. of N. L. Main st 
Exchange st 
D 
8 
Exchange st 
H 
8 
D 
4 
28,4 E. of W. L. Exchange st. (S.) 
♦Spring" st 
D 
8 
D 
4 
23,7 N. of S. L. Court st . 
D 
6 
19,7 N. of S. L. Troup st 
I) 
8 
19,3 E. of W. L. Exchange st. (S.) 
D 
8 
D 
6 
D 
1 
D 
2 
D 
6 
D 
6 
D 
3 
21,8 S. of N. L. Hubbell pk 
D 
6 
Finnev Street. ... 
D 
4 
17,6 W. of E. L. Finney st 
(Not Extended.) 
First Street 
D 
6 
(Not Extended.) 
N. Fitzhugh St. ... 
D 
4 
H 
4 
S. Fitzhugh Street. 
11 
6 
D 
4 
D 
2 
D 
4 
D 
4 
18,3 W. of E. L. Fitzhugh st. (N) 
D 
4 
Foehner Street 
Foehner st 
D 
4 
17,7 N. of S. L. Foehner st 
6,0 W. of E. L. Hudson st. 
20,2 W. of W. F. Greenwood's bldg. 
(Not Extended.) 
Force Main 
In Mill st. opp. Pump House.. 
II 
20 
14,3 N. of N. F. Greenwood's Building. 
From Pump House 
to Mill Street. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
61 
Name of Street. 
Location of Gate. 
Main Wherein. 
a 
V 
X 
m 
0) 
N 
s 
(in.) 
CO-ORDINATES. 
N. Ford street. ... 
N. E. cor West ave 
D 
6 
5,0 W. of E. L. Ford st. (N) 
N. E. cor. West ave 
D 
2 
22,2 W. of E. L. Ford st 
6.5 S. of N. L. West ave. 
S. W. cor. Allen st 
D 
4 
19*8 E. of W. L. Ford st 
4,3 N. of S. L. Allen st. 
II 
10 
4,4 N. of A. L. Allen st. 
D 
8 
3,2 E. of W. L. Oak st. 
S. Ford Street... 
N. E. cor. West ave 
D 
0 
5,0 W. of E. L. Ford st. (N) 
D 
4 
5,2 W. of E. L. Ford st. 
L> 
6 
22,7 E. of W. L. Ford st 
4,2 S. of N. L. Troup st (W) 
♦Troup st 
H 
6 
5,1 W. of E. L. Ford st. (N) 
D 
4 
3,2 E. of W. L. Ford st. (S) 
D 
6 
5,1 N. of S. L. Troup st. (E) 
N. E. cor. West ave 
D 
12 
23,3 S. of N. L. West ave 
4,4 W. of E. L. Frances st. (S) 
D 
12 
5,3 E. of W. L. Frances st. (N) 
I) 
16 
6*0 S. of N. L. West ave. 
1) 
4 
18,0 N. of S. L. New York st 
7,1 E. of W. L. Frances st. (N) 
N. W. cor. New York st 
Hyd. Br. in Frances st 
D 
4 
2,7 Directly before Hydrant. 
1) 
4 
4,5 E. of W. L. Frances st. (S) 
Between Terry & Brown sts.. 
Hyd. Br. in Frances st 
H 
4 
2,5 Directly before Hydrant. 
D 
16 
9,0 N. of S. L. Brown st. 
1) 
6 
D 
6 
W. of W. F. Building, S.E. cor. 
D 
12 
4,4 W. of E. L. Frances st. (S) 
From West Ave to 
I) 
12 
5’3 E. of W. L. Frances st. (N) 
Frances st 
D 
16 
8,0 N. of S. L. West ave. (E) 
Umiter st. 
*W. Troup st 
I) 
4 
23,7 N. of S. L. West Troup st 
8;o W. of E. L. Frances st. (N) 
*W. Troup st 
I) 
4 
7,2 E. of W. L. Frances st. (S) 
N. W. cor Clifton st.*. 
Hyd. Br. in Frances st 
I) 
4 
2,8 Directly before Hydrant. 
I) 
6 
D 
6 
1) 
16 
4,8 S. of N. L. Adams st. 
D 
8 
I) 
D 
6 
5,2 E. of W. L. Frances st. 
D 
4 
S. W. cor. Penn st 
*Tenn st 
D 
4 
19,3 N. of S. L. Penn st 
5,5 E. of W. L. Frances st. 
TABLE No. 2—Continued. 62 
REPORT OP THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
j 5’ j Size. 
CO ORDINATES. 
S. Frances Street. 
N. W. cor. Hunter st 
Hyd. Br. in Frances st 
D 
4 
3,0 Directly berfore Hydrant. 
(Continued.) 
N. W. cor. Hunter st 
Frances st 
D 
10 
4,1 S. of N. L. Hunter st. (E) 
S. E. cor. Hunter st 
♦Hunter st 
D 
16 
21,1 N. of S. L. Hunter st 
S. W. cor. Hunter st 
Frances st 
D 
16 
4,6 N. of S. L. Hunter st. 
5,0 S. of N. L. Centre st. 
4,8 E. of W. L. Frank st. (S) 
5.2 E. of W. L. Frank st. 
7.2 S. of N. L. Platt st. 
3.5 E. of W. L.. Frank st. (S) 
5.4 S. of N. L. Brown st. (W) 
5.6 E. of W. L. Frank st. (S) 
6.4 N. of S. L. Smith st. 
5.2 S. of N. L. Smith st. 
9,0 N. of S. L. Lyell st. 
22,5 E. of W. L. Frank st. (S) 
14,8 E. of E. L. Frank st. (S) 
19,2 S. of N. L. Lyell st. 
5.4 S. of N. L. Spencer st. 
Frank Street 
N. W. cor Centre st 
Frank st 
D 
6 
21,5 E. of W. L. Frank st 
From Centre St. to 
Spencer St. 
S. W. cor. Dean st 
♦Dean st 
D 
4 
S. W, cor. Platt st 
♦Platt st 
D 
6 
22,6 N. of S. L. Platt st. 
N. W. cor. Platt st 
D 
6 
N. W. cor. Brown st 
♦Brown st 
D 
4 
N. W. cor Brown st 
Frank st 
D 
6 
23,8 E. of W. L. Frank st. (S) 
S. W. cor. Jay st 
D 
6 
S. W. cor. Smith st 
D 
6 
N. W. cor. Smith st 
I) 
6 
S. W. cor Lyell st 
Frank st 
D 
6 
S. W. cor. Lyell st 
♦Lyell st 
D 
8 
S. E. cor. Lyell st 
♦Lyell st 
D 
8 
24,8 N. of S. L. Lyell st 
N. W. cor. "Lyell st 
Frank st 
It 
6 
17,0 E. of W. L. Frank st... 
N. W. cor. Spencer st 
Frank st 
D 
6 
21,8 E. of W. L. Frank st 
Franklin Street... 
S. W. cor. North st 
D 
6 
22,5 N. of S. L. Franklin st 
6,3 E. of W. L. North st. (S) 
10,8 W. of E. L. Clinton st. (S) 
11,7 IF. of E. L. Clinton st. (S.) 
S. E. cor Clinton st 
Franklin st 
D 
4 
S. E. cor. Clinton st 
Franklin st. 
H 
4 
43,5 S. of N. L. Franklin st 
Front Street 
D 
20 
43,0 E. of E. F. Building, N.W. cor. 
35,5 IF. of E. L. Front st. 
8,7 S. of N. L. Main st. (W) 
/lead of Front st 
H 
16 
N. W. cor. Main st 
Front st 
D 
6 
28,4 E. of E. F. Building, N. W. cor.. 
N. IF. cor. Main st 
H 
4 
29,7 E. of E. F. Building, N. IF. cor 
10,6 S. of N. L. Main st. (IF.) 
4,3 N. of S. L. Market st. 
6,7 E. of W. L. Front st. 
7,2 N. of S. L. Mumford st. (W) 
S. W. cor. Market st 
Front st 
D 
6 
N. W. cor. Market st 
♦Market st 
D 
4 
S. W. cor. Mumford st 
Front st 
D 
6 
24,2 E. of W. L. Front st 
Furnace Street. . 
N. E. cor. Mill st 
H 
4 
14,1 S. of N. L. Furnace st 
22,7 E. of IF. L. Mill st 
10,2 IF. of E. L. Millst. 
5,5 N. of S. L. Furnace st. (IF.) 
4,9 E. of IF. L. Mill st. uV.) 
S. W. cor. Mill st 
*Mill st 
II 
10 
S. W. cor. Mill st 
Furnace si 
H 
•20 
N. E. cor. State st . 
♦State St 
H 
8 
29,6 IF. of E. L. State st 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
63 
Name op Street. 
Location op Gate. 
Main Wherein. 
System. 
<6 
X 
(in.) 
CO-ORDINATES. 
Genesee Street. .. 
♦West ave 
D 
12 
24,0 S. of N. L. West ave. (E.) 
1,5 W. of W. L. Genesee st. 
Prom West Ave. to 
S. E. cor. West ave 
Genesee st 
D 
12 
8,5 N. of S. L. West ave. 
175 feet South. 
D 
4 
5,0 E. of W. L. William st. 
S. E. cor. William st 
George st 
D 
4 
3,7 W. of E. L. William st. 
to William St. 
Gibbs Street. .... 
D 
4 
3,6 S. of N. L, East ave. 
D 
4 
W. of E. L. Gibbs st 
11,2 N. of S. L. Main st. 
1) 
20 
5,6 W. of W. L. Gibbs st. (N.) 
II 
6 
S. of N. L. Main st 
2,1 W. of W. L. Gibbs st. (N.) 
N. E. Main st 
D 
4 
11,0 S. of N. L. Main st. (E.) 
D 
4 
12,1 S. of N. L. S el den st 
7,0 W. of E. L. Gibbs st. 
D 
4 
W. of E. L. Gibbs st 
5,7 N. of S. L. University ave. (E. 
Glasgow Street 
S. E. cor. Exchange st 
Glasgow st 
D 
2 
28,0 S. of N. L. Glasgow st 
7,9 W. of E. L. Exchange st. (N.) 
D 
6 
2,0 N- of S. L. Glasgow st. 
S. W. cor. Exchange st 
D 
6 
5,5 E. of W. L. Exchange st. 
N. E. cor. Caledonia sqt 
Lateral fr. Glasgow st. 
D 
2 
18,4 W. of E. L. Caledonia sq 
2.5 S. of N. L. Glasgow st. 
I) 
6 
6,8 E. of W. L. Caledonia sq. 
D 
6 
4,4 W. of E. L. Caledonia a\e. (N. 
D 
4 
18 8 N. of S. L. wark ave 
4,0 E. of W. L. Goodman st. (N.) 
(Not Extended.) 
D 
8 
23,3 W. of E. L. St. Paul st. (S.) 
4,7 N. of S. L. Gorham st. 
Gorham st 
D 
6 
6,9 W. of E. L. St. Paul st. (S.) 
D 
6 
18,2 S. of N. L. Wilder st. (W.) 
13,0 E. of W. L. Grape st. 
D 
6 
5,5 W. of E. L. Grape st. 
D 
6 
5,3 E. of W. L. Grape st. (N.) 
D 
16 
2,8 S. of N. L. Campbell st. 
D 
4 
4,5 W. of E. L. Grape st. (S.) 
D 
6 
4,6 E. of W. L. Grape st. (S.) 
D 
4 
3,8 W. of E. L. Grape st. 
D 
12 
4,7 E. of W. L. Grape st. 
D 
8 
5,8 N. of S. L. Smith st, (W.) 
N. W. cor. Smith st 
♦Smith et 
D 
6 
21,8 S. of N. L. Smith st 
4,5 E. of W. L. Grape st. (S.) 
tLateral for services on E. side Sq., and A. C. 
TABLE No. 2—Continued. 64 
REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein, 
System. 
0) 
.2 
S 
(in.) 
CO-OEDINATES. 
H 
4 
39 8 St of TV L Main at 
D 
6 
S.‘W. cor. Troup st 
Greenwood ave 
D 
4 
12*0 E. of W. L. Greenwood ave 
5,0 N. of S. L. Troup st. 
D 
6 
Gregory Street... 
D 
6 
20,2 S. of S. F. building N. E. cor 
D 
6 
(Not Extended.) 
D 
6 
D 
4 
D 
4 
26,0 E. of W. L. Greig st 
♦Hubbell pk 
D 
3 
14,2 S. of N. L. Hubbell pk.... 
1) 
6 
♦Plymouth ave 
D 
6 
1,0 S. of N. L. Alley'running"W. 
D 
16 
(Not Extended.) 
I) 
4 
7,7 W. of E. L. St. Paul st. 
D 
4 
D 
6 
5,1 N. of S. L. Griffith st. 
D 
4 
18,5 N. of S. L. Griffith st. 
11,3 E. of W. L. Pearl st. 
Grove Street 
D 
4 
4,2 W. of E. L. North st. 
D 
4 
19,2 N. of S. L. Grove st .. 
W. of W. F. Church N. E. cor. 
Hamilton Place... 
D 
6 
6,5 W. of E. L. Mt. Hope ave. (N.) 
Hamilton *pl 
D 
6 
22,0 S. of N. L. Hamilton pi 
E. of W. L. South ave. 
From Mt. Hope Av. 
to South Ave. 
N. E. cor. South ave 
Hamilton pi 
D 
6 
21,0 S. of N. L. Hamilton pi 
4,8 W. of E. L. South ave. 
Hand Street 
D 
4 
5,9 W. of E. L. St. Paul St. (S.) 
D 
4 
26ffi S. of N. L. Hand st 
8,4 E. of W. L. Clinton st. 
D 
4 
38,4 S. of N. L. Hart ave 
5,2 W. of E. L. St. Paul st. 
D 
6 
17,8 S. of N. L. Helena st 
5,4 W. of E. L. Hudson st. 
(Not Extended.) 
tTurns to left to open. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
65 
Name op Street. 
Location op Gate. 
Main Wherein. 
System. 
S' Size. 
CO-ORDINATES. 
Hi.'kory Street. 
N. E. cor. Mt. Hope ave 
*Mt. Hope ave 
D 
8 
23,0 W. of E. L. Mt. Hope ave 
.... 9,2 N. of N. L. Hickory st. 
S. E. cor. Mt. Hope ave 
Hickory st , ... 
i) 
6 
21.0 N. of S. L. Hickory st 
... 6,4 W. of E. L. Mt. Hope aye. (N) 
S. E. cor. Ashland st 
Hickory st 
D 
6 
.. 1,3 W. of E. L. Ashland st. (S) 
S. W. cor. South ave 
Hickory st 
D 
6 
21,7 N. of S. L. Hickory st 
E. of W. L. South ave. 
N. W. cor. South ave 
♦South ave 
D 
16 
.iow ell 
Street 
S. W. cor. Monroe ave 
Howell st 
D 
6 
22,8 N. of S. L. Howell st .. 
S. E. cor. Broadway 
♦Broadway 
D 
6 
17,3 W. of E. L. Broadway 
6,2 N. of S. L. Howell st. 
S. E. cor. St. Paul st 
Howell st 
D 
6 
24,5 N. of S. L. Howell st 
9,3 W. of E. L. St. Paul st. (S) 
Hubhell 
Park 
N. W. cor. Exchange st 
Hubhell Park 
D 
3 
21,8 S. of N. L. Hubbell Park 
8,0 E. of W. L. Exchange st. 
N. E. cor. Greig st 
Hubbell Park 
D 
3 
14,2 S. of N. L. Hubbell Park . 
Hudson 
Street 
Intersection North st 
Hudson st 
D 
6 
.... 10,5 S. of N. L. North st. (Wj 
S. E. cor. Webster st 
I) 
6 
Opp S. E. cor. Webster st... 
Later’l fr’m Iluds’n st 
BoD 
6 
35J E. of W. L. Hudson st 
.... 20,7 N. of S. L. Webster st. 
S. W. cor. Kelly st 
1) 
8 
17 8 N. of S. L. Kelly st 
6,4 E. of W. L. Hudson st. 
Opp. N. W. cor. Kelly st 
D 
6 
11,3 S. of N. L. Kelly st. 
Opp. S. W. cor. Vienna st. .. 
Hudson st 
D 
6 
4’8 N. of S. L. Vienna st. 
N. E. cor. Helena st 
D 
6 
S. of N. L. Helena st. . 
. . 5’4 W. of E. L. Hudson st. 
S. E. cor. Foehner st 
D 
4 
6,0 W. of E. L. Hudson st. 
N. E. cor. Channing st 
D 
6 
N. of N. L. Channing st. 
Hunter 
Street 
Opp. S. W. cor. Caledonia av. 
D 
8 
6,5 N. of S. L. Hunter st. 
S. W. cor. Caledonia ave 
Hunter st 
T) 
16 
19,7 N. of S. L. Hunter st 
2,8 E. of W. L. Caledonia ave. (N) 
E. side of Olean st 
D 
16 
. 3,1 W. of E. L. Olean st. 
B 
6 
1st Hydrant W. of Olean st.. 
Hyd. Br. in Hunter st. 
I) 
4 
Directly before Hydrant. 
2nd Hydrant W. of Olean st.. 
Hyd. Br. in Hunter st. 
D 
4 
2,8 Directly before Hydrant. 
3rd Hydrant W. of Olean st.. 
Hyd. Br. in Hunter st. 
D 
4 
2,9 Directly before Hydrant. 
S. E. cor. Reynolds st 
D 
16 
.. 4,6 W. of E. L. Reynolds st. 
S. E. cor. Reynolds st 
♦Reynolds st 
D 
8 
19,9 W. of E. L. Reynolds st 
N. of S. L. Hunter st. (E) 
N. E. cor. Reynolds st 
♦Reynolds st 
H 
8 
18,9 W. of E. L. Reynolds st 
4,0 S. of N. L. Hunter st. (W) 
Hyd. bet’n Reyn’ds & Frances 
Hyd. Br. in Hunter st. 
D 
4 
3,4 Directly before Hydrant. 
S. E. cor. Frances st 
Hunter st 
D 
16 
21.1 N. of S. L. Hunter st 
2,9 W. of E. L. Frances st. 
S. W. cor. Frances st 
D 
16 
4,6 N. of S. L. Hunter st. 
N. W. cor. Frances st 
♦Frances st 
r> 
16 
19,6 E. of W. Li. Frances st 
.... 4,1 S.pf N. L. Hunter st. (E) 
TABLE No. 2—Continued. REPORT OF THE BOARD OF 
Name op Street.1 Location op Gate. 
Main Wherein. 
| System. 1 
S' | Size. 
CO-ORDINATES. 
Irving Place 
II 
6 
11,4 E. of W. L. Irving Place 7.3 N. of S. L. Main st. (E) 
I) 
4 
11,8 S. of N. L. Jackson st 1 7,5 W. of E. L. St, Paul st. (S) 
(Not Extended.) 
James Street S. W. cor. William st 
James st 
I) 
4 
30.2 S. of N. L. James st 5,5 E. ot w. E. v\ iiliam st. 
N. E. cor. William & Court sts 
* William st 
D 
6 
21,2 W. of E. L. William st 4,6 S. of N. L. Court st. 
Jay st 
D 
6 
24,5 N. of S. L. Jay st 9,0 E. of W. L. State st. (S) 
1) 
0 
24,4 N. of S. L. Jay st 5,6 E. of W. L. Frank st. (S) 
HYrnn Kfaitp tn vv • 1 • 1 
” Opp. N. E. cor. Bolivar st. .. 
Jay st 
D 
6 
23,5 N. of S. L. Jay st 4,6 W. of E. L. Bolivar st. 
Grape Sts. R|;nt st 
D 
4 
23,0 W. of E. L. Kent st 6,0 N. of S. L. Jay st. 
D 
6 
24,0 N. of S. L. Jay st 5,5 W. of E. L. Oak st. 
I) 
4 
21.9 N. of S. L. Jay st 3,8 W. of E. L. Grape st. 
D 
12 
21,8 N. of S. L. Jay st 4,7 E. of W. L. Grape st. 
D 
4 
12,9 W. of E. L. Jefferson Park 3,6 N. of S. L. Alexander st. 
(Not Extended.) 
D 
4 
12,0 N. of S. L. Johnson Park 2,1 W. of W. L. Clinton st. 
D 
4 
18,0 W. of W. F. Building, N. E. cor. 5,2 S. of N. L. Atwater st. (W) 
(Not Extended.) 
D 
8 
7 7 E. of W. L. Lake ave. (S) 40,0 S. of N. L. Jones ave. 
D 
8 
D 
4 
23 0 N. of S. L. .Tones ave 4,4 W. of E. L. Saratoga ave. (S) 
D 
4 
22,0 W. of E. L. Jones st 5,8 S. of N. L. Centre st. (E) 
D 
4 
21,5 W. of E. L. Jones st 12,5 S. of N. L. Platt st. 
D 
4 
20 8 W. of E. L. Jones st 4,7 S. of N. L. Brown st. (E) 
D 
16 
22 2 S. of N. L. Smith st 3,6 W. of E. L. Jones st. iNi 
D 
4 
19 7 W. of E. L. Jones st 6,1 S. of N. Smith st. 
D 
4 
16,6 W. of E. L. Jones st 5,6 N. of S. L. Lyell st. 
Joslyn Park N. E. cor. Scio st 
Joslyn Park 
D 
4 
18,0 S. of N. L. Joslyn Park 2,5 W. of E. L. Scio st. 
(Not Extended.) 
D 
6 
21,4 W. of E. L. Hudson st 11,3 S. of N. L. Kelly st. 
I) 
8 
17,8 N. of S. L. Kelly st 6,4 E. of W. L. Hudson st. 
S. E. cor. Clinton st 
♦Clinton st 
D 
12 
23,6 W. of E. L. Clinton st. (S) 1,5 S. of S. L. Kelly st. 
TABLE No 2—Continued. WATER COMMISSIONERS. 
g 
o> 
(in.) 
Name or Street. 
Location or Gate. 
Main Wherein. 
CJ 
CC 
SI 
CO ORDINATES. 
Kent St 
N. E. cor Allen st 
Kent st 
I> 
4 
26,4 W. of E. L. Kent st 
7,6 S. of N. L. Allen st. (E.) 
S. E. cor. Platt st 
Kent st 
1) 
4 
23,4 W. of E. L. Kent st. (N) 
7.1 N. of S. L. Platt st. (W.j 
S. W. cor. Platt st 
♦Platt st 
1) 
tj 
23,2 N. of S. L. Platt st. iWi 
4,0 E. of W. L. Kent st. (S.) 
8. W. cor. Platt st 
* Platt st 
11 
<; 
24,3 N. of 8. L. Platt st. (\V) 
6,0 E. of W. L. Kent st. (8.) 
1) 
4 
23,0 W. of E. L. Sent st. (N) ... 
6,(1 S. of N. L. Platt st. (E.) 
1,9 E. of W. L. Kent st. (N.) 
D 
2 
22,2 N. of S. L. Erie st 
D 
4 
5,7 W. of E. L Kent st. (N.i 
D 
4 
6,0 N. of S. L. Jay st. 
5,8 S. of N. L. Smith st 
6.4 S. of N. L. West ave. 
1) 
4 
King Street 
D 
6 
From West Ave. to 
E. Maple st. 
Kirk Street 
I) 
4 
4.6 E. of W. L. King st. 
4,2 N. of N. F. School IL, S. E. cor. 
6.6 W. of E. L. North st. 
S. E. cor. E. Maple st 
I) 
6 
D 
6 
(Not extended.) 
Lnfavette Street., 
(See Adams St.) 
S. W. cor. State and Lyell sts. 
♦Lyell st 
I) 
8 
12 
23 5 N. of S. L. Lyell st 
17.0 E. of W. L. State st. (S.) 
6,1 S. of N. L. Lyell st. 
30,0 N of N. L. Smith st. 
West Side. From 
D 
N. W. cor. Lyell st 
Lateral from Lake av. 
BoD 
6 
67.5 W. of E. L. Lake ave 
View Park. 
I) 
4 
21,5 N. of S. L. White st. (E.l 
12,1 E. of W. L. Lake ave. (N.) 
7,9 E. of W. L. Lake ave. (N.) 
5,1 N. of S. L. Ambrose st. 
49,0 W. of E. L. Lake ave. (N.) 
7,6 E. of W. L. Lake ave. (S.) 
40,0 S. of N. L. Jones ave. 
2.0 W. of W. L. Lake ave. (S.) 
D 
4 
S. W. cor. Ambrose st 
D 
12 
♦Ambrose st. Cross Br. 
D 
6 
D 
8 
D 
8 
I) 
8 
N. W. cor. Phelps ave 
D 
6 
3,1 W. of W. L. Lake ave. (S.) 
36.1 S. of N. L. Phelps ave. 
D 
8 
D 
4 
2,3 W. of W. L. Lake ave. 
2,2 N. of S. L. Perkins st. 
8.0 E. of W. L. Lake ave. 
I) 
8 
S. W. cor. Perkins st 
♦Perkins st. Cross Br. 
D 
6 
6,4 N. of S L. Perkins st 
N. W. cor. Perkins st 
♦Perkins st 
I) 
4 
L6 W. of W' L. Lake ave. (N.) 
N. W. cor. Perkins st 
1) 
8 
7,2 S. of N. L. Perkins st. 
3.5 W. of W. L. Lake ave. (S.) 
1,9 W. of W. L. Lake ave. (S.) 
2.6 E. of W. L. Lake ave. (N.) 
N. W. cor. Champion st 
D 
6 
S. W. cor. Brisbane st 
D 
4 
S- W. cor. Rowe st 
♦Rowe st 
D 
8 
44,5 S. of N. L. Rowe st 
TABLE No. 2—Continued. 68 
REPORT OF THE BOARD OF 
Name of Street. Location of Gate. 
Main Wherein. 
. 
a 
© 
6 
.2 
53 
CO-ORDINATES. 
W. 
(in.) 
D 
8 
3,3 E. of W. L. Lake ave 
9,5 N. of S. L. McCracken st. 
1,9 W. of W. L. Lake ave. (S.) 
S. W. cor. McCracken st 
Continued.) N w cor VIcCracken gt 
♦McCracken st 
D 
6 
23,8 N. of S. L. McCracken st .. 
♦McCracken st. C. Br. 
D 
6 
1,5 S. of N. L. McCracken st 
10,1 E. of W. L. Lake ave. 
D 
8 
3,8 E. of W. L. Lake ave 
5,0 N. of N. L. McCracken st. 
Entrance Lake Yiew Park— 
♦Lake View Park 
D 
4 
83,0 N. of S. L. Lake View pk 
0,6 E. of W. L. Lake ave. (S.) 
Lake Avenue S.E. cor. State st.& Vinc’ntpl- 
D 
4 
22,5 N. of N. F. Building S. E. cor 
5,8 W. of E. L. Lake ave. 
Lake ave *. 
D 
8 
3 
8,4 N. of N. L. Smith st. 
6.9 W. of E. L. Lake ave. (N.) 
East Side. From ~'Jr' : 1 
D 
19,2 N. of S. L. White st. (E.) 
21,0 N. of S. L. Spencer st. (E.) 
Vincent Place tog* 11 ou-; 
D 
3 
7,2 W. of E. L. Lake ave. (N.) 
4,7 N. of S. L. Ambrose st (W.) 
Phelps Ave. Sr =;• t-ln- ’ p , ; 
D 
8 
D 
6 
364 N. of S. L. Ambrose st. (W.) 
49.0W. of E. L. Lake ave. (N.) 
D 
3 
6,7 W. of E. L. Lake ave. (If.) 
D 
8 
3,8 S. of N. L. Ambrose st. 
Opp. N. W. cor. Phelps ave.. 
D 
8 
22,0 N. of N. L. Phelps ave. 
D 
4 
83,0 N. of S. L. Lake View pk 
0,6 E. of W. L. Lake ave. (S.) 
(Not Extended.) 
I) 
4 
11,2 W. of E. L. Lancaster st 
6,0 N. of S. L. Main st. 
D 
4 
11,2 W. of E. L. Lancaster st. (S) 
11,0 W. of E. L. Lancaster st 
3,4 S. of N. L. Court st. 
D 
4 
4,0 N. of S. L. Court st. 
D 
4 
15,0 W. of E. L. Lawrence st 
6,2 N. of S. L. Charlotte st. 
(Not Extended.) 
I) 
4 
21,6 E. of W. L. Leopold st 
3,1 S. of N. L. Atwater st. 
D 
6 
10,3 N. of S. L. Linden st 
6,5 E. of W. L. South ave. 
(Not Extended.) 
Litchfield Street.. IN. W. cor. West ave 
(Not Extended.) j 
D 
4 
6,0 S. of N. L. West ave. 
1,0 E. of W. L. Livingston pi 
D 
4 
7,5 N. of S. L. Spring st. 
Lorimer Street..., N. W. cor. Lake ave 
(Not Extended.) cor- Saratoga ave 
N. E. cor. Saratoga ave 
D 
8 
22,8 S. of N. L. Lorimer st 
2,0 W. of W. L. Lake ave. (S.) 
D 
8 
22,8 S. of N. L. Lorimer st 
6,4 W. of E. L. Saratoga ave. (N.) 
D 
6 
5,3 S. of N. L. Lorimer st. 
5,8 N. of S. L. Lorimer st. 
D 
6 
23,2 W. of E. L. Saratoga ave 
N. W. cor. Saratoga ave 
Lorimer st 
D 
8 
22,3 S. of N. L. Lorimer st 
3,8 E. of W L. Saratoga ave. (N.) 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
69 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
6 
.2 
35 
(in.) 
CO-ORDINATES. 
Lowell Street 
N. W. cor. St. Paul st 
Lowell st 
D 
n 
13,3 S. of N. L. Lowell st. (W) 
2,2 E. of W. L. St. Paul st. (N) 
(Not Extended.) 
S. E. cor. St. Paul st 
♦St. Paul st 
I) 
8 
24,4 W. of E. L. St. Paul st. <N) 
5.5 N. of S. L. Lowell st. (E) 
S. E. cor. St. Paul st 
Lowell si 
D 
6 
22,0 N. of S. L. Lowell st. (E) 
9,2 W. of E. L. St. Paul st. (NT) 
♦Lake ave 
D 
12 
6,1 S. of N. L. Lyell st. 
30,0 N. of N. L. Smith st. 
From Lake Ave. to 
Erie Canal. 
BoD 
fi 
67,5 W. of E. L. Lake ave 
S. W. cor. State st 
Lyell st 
D 
8 
23,5 N. of S. L. Lyell st 
17,0 E. of W. L. State st. (S) 
Lyell st 
D 
8 
24,8 N. of S. L.. Lyell st 
14,8 E. of E. L. Frank st. (Si 
9,0 N. of S. L. Lyell st. 
9,2 S. of N. L. Lyell st. 
♦Frank st 
T) 
0 
21,7 E. of W. L. Frank st 
♦Frank st 
I) 
6 
17,0 E. of W. L. Frank st 
D 
8 
25,5 N. of S. L. Lyell st... 
D 
4 
5.6 N. of S. L. Lyell st. 
11,7 N. of S. L. Lyell st. 
4.7 W. of E. L. Saratoga ave. 
27,1 S. of N. L. Spencer st. 
♦Bolivar st 
D 
ti 
♦Spencer st 
I) 
4 
Intersection Spencer st 
♦Saratoga ave 
D 
t; 
24,5 W. of E. L. Saratoga ave 
Opp. N. W. cor. Saratoga ave. 
r> 
8 
16,8 W. of W. L. Saratoga ave. 
10,5 N. of S. L. Lyell st. '(E) 
9,0 S. of N. L. Lyell st. 
7.6 N. of S. L. Lyell st. (E) 
6.7 N. of S. L. Lyell st. 
10,7 S. of N. L. Lyell st. 
7,0 S. of N. L. West ave. 
4,4 N. of S. L. E. Maple st. 
♦Oak st 
D 
4 
24,0 E. of W. L. Oak st 
♦Thompson st 
D 
6 
S. W. cor. Moore st 
♦Moore st 
D 
4 
♦Saxton st 
D 
4 
D 
6 
22,0 W. of E. L. West st. 
Madison Street... 
D 
4 
S. W. cor. E. Maple st 
Madison st 
D 
4 
17,1 E. of W. L. Madison st 
Madison Place. 
S. W. cor. King st 
D 
4 
14,0 N. of S. L. Madison Place 
4.6 E. of W. L. King st. 
2,8 S. of N. L. Smith st. (W) 
4.7 W. of E. L. Magne st. 
6.8 N. of S. L. Magne st. (W) 
L> 
6 
35,0 W. of E. L. Magne st. (S) 
From Smith St. to 
Walnut St. 
N. E. cor. Smith st 
D 
16 
S. E. cor. Walnut st 
♦Walnut st 
D 
4 
19,8 W. of E. L. Walnut st 
D 
6 
28,4 E. of E. F. Building, N. W. cor. 
29.7 K. of K. F. Buildina. jY. W. cor.... 
8,7 S. of N. L. Main st. (W) 
10.6 S. of N. L Main st. (WA 
From Front St. to 
Prince St. 
II 
4 
D 
20 
32,0 S. of N. L. Main st. (E) 43,0 E. of E. F. building, N. W. cor. 
II 
16 
II 
16 
39.3 S. of N. L. Main st 50,8 W. of W. L. Water st. (N.) 
E. side River Bridge 
Main st 
D 
20 
32,0 S. of N. L. Main st 49.5 W. of W. L. Water st. (N) 
TABLE No. 2—Continued. 70 
REPORT OF THE BOARD OF 
Name of Street. Location of Gate. 
Main Wherein. 1 -£ 
Size. 
CO-ORDINATES. 
1 Si 
(in.) 
E. Main Street... E. side River Bridge 
Main st 
FC 
10 
34,0 S. of N. L. Main st 
37,1 W. of W. L. Water st. (N) 
* Water st... 
I) 
4 
12,5 W. of E. L. Water st 
8,5 N. of S. L. Main st. (W) 
(.con mute.) s, E Water gt 
* Water st... 
II 
0 
13,8 W. of E. L. Water st 
10,3 N. of S. L. Main st. (E.) 
N. E. cor. Water st 
♦Water st... 
D 
0 
15,3 W. of E. L. Water st 
6,3 S. of N. L. Main st. iE) 
•V. E. cor. Water st 
* Water st... 
II 
8 
16,8 W. of E. L Water st 
6,2 A’, of N. L. Main st. (E.) 
' iV. IF. cor. Liberty st 
Hyd. Br. in 
Main st.\ II 
4 
3,4 Directly before Hydrant. 
N. W. cor. St. Paul st 
♦St. Paul st. 
J) 
(i 
21,4 E. of W. L. St. Paul st 
8,0 S. of N. L. Main st. 
N. W. cor. St. Paul st 
* St. Paul st. 
II 
(j 
22,5 E. of IF. L. St. Paul st 
8,2 S. of N. L Main st. 
S. W. cor. St. Paul st 
♦St. Paul st. 
J) 
16 
21,9 E. of W. L. St. Paul st 
9,7 N, of S. L. Main st. 
' S. W. cor. At. Paul st 
*At. Paul st. 
II 
6 
24.2 E. of IF, L. St. Paul st 
10,7 N. of S. L. Main st. 
S. E. cor. stone st 
♦Stone st 
I) 
4 
12,2 W. of E. L. Stone st 
11.1 N. of S. L. Main st. 
S. E. cor. Stone st 
* Stone st.... 
1/ 
12 
13,1 IF. of E. L. Stone st 
8,0 N. of S. L. Mam st. 
Before No. 103 Main st 
F C 
10 
29,4 S. of N. L. Main st 
41,5 E. of E. L. Stone st. 
N. W.cor. Clinton st 
Uydt. Br. in 
Main st.\ H 
4 
3.0 Directly before Hydrant. 
N. W. cor. Clinton st 
Main st 
D 
20 
28.3 S. of N. L. Main st 
7,7 E. of W. L. Clinton st. (N) 
IN. E cor. Clinton st 
* Clinton st.. 
II 
It 
25,0 IF. of E. L. Clinton st 
'5,8 S. of .V. E Main st. 
N. E. cor. Clinton st 
♦Clinton st.. 
1) 
12 
22,2 W. of E. L. Clinton st 
11,1 S. of N. L. Main st. (E) 
1 S. E. cor. Clinton st 
* Clinton st.. 
II 
4 
24,8 IF. of IF, /'. Asbury Chu-ch 
15,5 N. of N. F. Asbury Church. 
! S. E. cor. Clinton st 
♦Clinton st.. 
D 
8 
13,2 W. of W. F. Asbury Church 
13.9 N. of N. F. Asbury Church, 
1) 
8 
II 
12 
4,2 IF. of E. L. Clinton st. (S.) 
FC 
20 
28,0 S. of N. L. Main st 
5,4 W. of E. L. Clinton st. yS) 
I Opp. S. IF. cor. Lancaster st. 
Byclt. Br. in 
Main st.\ D 
4 
3,0 Directly before Hydrant. 
4 
6.0 N. of S. L. Main st. 
Lv. W. cor. North st 
Hydt. Br. in 
Main st. 1 D 
4 
3,0 Directly before Hydrant. 
II 
8 
27,8 IF. of E. E. North st 
12.8 S. o.f N. /.. Main st. (BA 
! H 
12 
16,9 S. of N. L. Main st, ((W) 
IF C 
10 
30,5 S. of FT. L. Main st 
25,7 E. of W. L. Elm st. 
H 
4 
7,3 N. of S. L. Main st. (IF.) 
LI 
4 
21,7 W. of E. L. Elm st 
7,3 A- of S. L. Main st. (W) 
j N. E. cor. franklin st 
Hydt. Br. in 
Main st. H 
4 
2,5 Directly before Hydrant. 
I) 
8 
12,7 E. of E. L. Franklin st.t 
IF C 
6 
12,3 E. of E. L. Franklin st.t 
i H 
8 
24,5 E. of E. L. Franklin st. 
1) 
4 
2,0 S. of N. L. Main st. (E) 
1 D 
20 
5,6 W. of W. L. Gibbs st. (N> 
liV, W.cor. Gibbs st 
Main st 
1 H 
6 
30*3 8. of N. L. Main st 
2,1 IF. of IF'. L. Gibbs st. (N.) 
f First measurement at right angles to Main street, and 2nd is 
parallel to same. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
71 
Name of Street. 
Location of Gate. 
Main Wherein. 
2 
© 
GQ 
0> 
NJ 
(in.) 
CO-ORDINATES. 
D 
4 
16,3 W. of E. L. Gibbs st 
11,2 N. of S. L. Alain st. (E.) 
11,0 S. of N. L. Alain st. (E.) 
(( Continued.) 
N. E. cor. Gibbs st 
♦Gibbs st 
I) 
4 
203> W. of E. L. Gibbs st 
S. E. cor. Swan st 
♦Swan st 
D 
4 
14,5 W. of E. L. Swan st 
10,6 N. of S. L. Alain st. (E.) 
N. E. cor. Cherry st 
♦Cherry st 
I) 
4 
15.6 W. of E. L. Cherry st 
10.0 S. of N. L. Main st. (W.) 
S. W. Scio st 
♦Scio st 
D 
0 
20,7 E. of W. L. Scio st 
13,3 N. of S. L. Main st. 
N. E. cor. Scio st 
♦Scio st 
J) 
10 
20.6 W. of E. L. Scio st 
12.6 S. ot N. L. Alain st. (E.) 
S. E. cor. Asylum st 
♦Asylum st 
1) 
4 
13,5 W. of E. L. Asylum st...- 
17,3 N. of S. L. Alain st. (W.) 
N. W. cor. University ave... 
Flyd’r Br. in Main st. 
I) 
4 
3,5 Directly before hydrant 
N. W. cor. University ave... 
Main st 
D 
10 
30.7 S. of N L. Alain st. (E.) 
7,1 E. of W. L. University ave. (S.) 
N. E. cor. University ave 
♦University ave 
I) 
4 
23,6 W. of E. L. University ave 
14,6 S. of N. L. Main st. (E.) 
S. E. cor. University ave 
♦[ niversity ave 
D 
4 
23,8 W. of E, L. University ave 
9,3 N. of S. L. Main st. (E.) 
S. W. cor. Union st 
♦Union st 
J) 
(i 
19,3 E. of W. L. t’nion st 
10,0 N. of S. L. Alain st. 
N. W. cor. Union st 
♦Union st 
1) 
6 
19,5 E. of W. L. Union st 
10,0 S. of N. L. Alain st. 
S. E. cor. Prince st 
♦Prince st 
D 
0 
22,4 W. of E. L. Prince st 
8,0 N. of S. L. Alain st. (E.) 
VV. Alain Street. 
AT. II7. Front st 
* Front st 
11 
4 
29,7 E. of E. F. Building N, W. cor ... 
10,6 S. of N. L. Main st. (IF.) 
N. W. cor. Front st 
♦Front st 
]) 
0 
28,4 E. of E. F. Building N. W. cor .... 
8,7 S. of N. L. Alain st, (W.) 
-V. IF. cor. Front st 
llyd'r Br. in Main st. 
11 
4 
3,0 Directly before Hydrant 
A7. 11 . cor. Front st 
11 
4 
39,8 S. of N. L. Main st. 
S. IF. cor. Aqxieductst 
H 
6 
17,1 E. of IF. L. Aqueduct st 
7,7 N. of S. I. Main st. (IF.) 
S. W. cor. Aqueduct st 
♦Aqueduct st 
D 
4 
16,4 E. of W. L. Aqueduct st 
10,2 N. of S. L. Alain st. (W.) 
N. E. cor. State st 
llyd'r Br. in Main st. 
11 
6 
2,2 Directly before Hydrant 
N. E. cor. State st 
♦State st 
D 
111 
29,4 W. of E. L. State st 
13,0 S. of N. L. Main st. 
N. E. cor. State st 
* State st 
II 
Hi 
32,5 IF. of E. f. State st 
13,7 S. of N. L. Main st. 
S. E. cor. Exchange st 
♦Exchange st 
1) 
8 
26,9 W. of E. L. Exchange st 
13,2 N. of S. L. Main st. (E.) 
•S'. E. cor. Exchange st 
* Exchange st 
11 
8 
28,3 IF. of E. L. Exchange st 
47,2 S. of N. L. Main st 
11.7 N. of S. L. Main st. (E.) 
A7. IF cor. State st 
Main st 
11 
16 
6,5 IF. of IF. L. State st. 
N. W. cor. State st 
Main st 
D 
20 
45,2 S. of N. L. Alain st 
9,6 W. of W. L. State st. 
N. W. cor. State st 
Lateral from Main st. 
BoE 
fi 
In Powers' area 
N. W. cor. State st 
Lateral from Main st. 
BoD 
6 
In Powers’ area 
Before Powers’ Buildings 
Alain st 
F C 
10 
38,9 S. of N. L. Main st 
41,8 E. of E. L. Pindell Alley. 
S. W. cor. Irvinq pi 
* Irving pi 
llyd'r Br. in Main st. 
♦Fitzhugh st 
II 
6 
11,4 E. of IF. L. Irvinq pi 
7,3 N. of S. L. Main st. (E.) 
A7. E. cor. Fitzhuqh st 
11 
6 
2,6 Directly before Hydrant 
N. E. cor. Fitzhugh st 
u 
4 
25,3 W. of E. L. Fitzhugh st 
9.5 S. of N. L. Alain st. (W.) 
N. E. cor. Fitzhuqh st 
♦ Fitzhugh st 
11 
4 
26,0 IF. of E. L. Fitzhuqh st 
10,8 S. of A7. L. Mainst. (IF) 
S. E. cor. Fitzhugh st 
♦Fitzhugh st 
D 
4 
24,1 W. of E. L. Fitzhugh st 
9,5 N. of S. L. Main st. 
S. E. cor. Fitzhuqh st 
* Fitzhuqh st 
II 
6 
25,2 IF. of E. L. Fitzhugh st 
9,8 A7, of S. L. Main st. 
S. E. cor. School Alley 
llyd'r Br. in Main st.! 
II 1 
4 
2,3 Directly before Hydrant 
TABLE JSo. 2—Continued. REPOKT OF THE BOARD OF 
Name of Street. 
Location op Gate. 
Main Wherein. 
S System. 
<55 
(in.) 
CO-ORDINATES. 
VV. Main Street... 
H 
4 
5,3 S. of Hydrant 
(Continued.) 
* Plymouth are 
11 
4 
23,2 E. of W. L. Plymouth are 
I) 
4 
D 
6 
13,3 S. of N. L. Main st. 
F C 
10 
D 
16 
8,9 N. of S. L. Main st. 
H 
4 
N. E. cor. Washington st 
11yd't Br. in Main st. 
H 
4 
5.1 S. of Hydrant 
0,6 E. of Hydrant. 
S. W. cor. Washington st 
* Washington st 
H 
4 
22,4 E. of IF. L. Washington st. (S.) 
8.9 N. of S. L. Main st. (E.) 
S. W. cor. Washington st 
♦Washington st 
1) 
4 
21,1 E. of W. L. Washington st. (S.) 
9,4 N. of S. L. Main st. (E.) 
N. W. cor. Washington st— 
♦Washington st 
D 
6 
21.0 E. of W. L. Washington st. (N) ... 
12,8 S. of N. L. Main st. (E.j 
Before Sill's Foundry 
Hyd't Br. in Main st. 
H 
4 
3,6 Directly before Hydrant 
Near N. E. cor. Elizabeth st... 
llyd'l Br. in Main st. 
11 
4 
4,4 Directly before Hydrant 
1) 
6 
18,0 S. of N. L. Main st. 
II 
10 
14,5 S. of N. L. Main st. 
D 
4 
D 
6 
E. Maple Street... 
S.W. cor. Bro’n & Frances sts. 
I) 
16 
D 
»6 
13 7 W. of W. F. Building S. E. cor. 
1) 
4 
4,4 N. of S. L. E. Maple st. 
D 
6 
4’2 N. of N. F. Sch House S. E. cor. 
D 
6 
2,8 N. of S. L. E Maple st. 
D 
4 
4,7 N. of S. L. Monroe ave. (E.) 
(Not Extended.) 
1) 
4 
7,7 E. of W. L. Clinton st. (N.) 
1) 
9><2 
1) 
4 
4,2 W. of E. L. Frances st. 
(Not Extended.) 
II 
6 
6,2 W. of E. L. State st. (N.) 
D 
4 
2 7 W. of E. L. State St. (N.) 
N. W. cor. Mill st 
♦Mill st 
1) 
4 
15,8 E. of W. L. Mill st 
1,2 S. of N. L. Market st.'(W.) 
D 
4 
10,2 S. of N. L. Market st 
S. W, cor. Front st 
♦Front st 
d 
6 
23,2 E. of W. L. Front st 
N. of S. L. Market st. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
Name of Street. 
Location of Gate. 
Main Wherein. 
QD 
in 
S' | Size. 
CO-ORDINATES. 
Marshall Street.. . 
S. W. cor. Monroe ave 
Marshall st 
D 
4 
22,1 N. of S. L. Marshall st 
7,0 E. of W. L. Monroe ave. 
S. W. cor. Broadway 
Marshall st 
D 
6 
23,0 N. of S. L. Marshall st (W) 
0,0 E. of W. L. Broadway. 
S. E. cor. St. Paul st 
Marshall st 
D 
6 
24,1 N. of S. L. Marshall st 
0,0 W. of E. L. St. Paul st. (N) 
Mathews Street... 
(Not Extended.) 
S. E. cor. Charlotte st 
Mathews st 
D 
4 
13.9 W. of E. L. Mathews st 
2,1 N. of S. L. Charlotte st. (E) 
McCracken Street 
N. W. cor. Lake ave 
McCracken st. cr’ssbr 
1) 
6 
1,5 S. of N. L. McCracken st 
10,1 E. of W. L. Lake ave. 
N. W. cor. Lake ave 
* Lake ave 
D 
8 
3,8 E. of W. L. Lake ave 
5,0 N. of N. L. McCracken st. 
S. W. cor. Lake ave 
♦Lake ave 
D 
8 
3,3 E. of W. L. Lake ave 
9,5 N. of S. L. McCracken st. 
S. W. cor. Lake ave 
McCracken st 
D 
0 
23,8 N. of S. L. McCracken st 
1,9 W. of W. L. Lake ave. (S) 
S. E. cor. First st 
McCracken st 
1) 
6 
23,8 N. of S. L. McCracken st 
0,2 W. of E. L. First st. 
S. E. cor. Third st 
McCracken st 
D 
4 
24,0 N. of S. L. McCracken st 
0,1 W. of E. L. Third st. 
S. E. cor. Third st 
♦Third st 
D 
4 
18,1 W. of E. L. Third st 
8,0 N. of S. L.. McCracken st. 
100 ft. E. of Park Entrance... 
McCracken st 
D 
4 
24,3 N. of S. L. McCracken st 
74,5 E. of hyd. nearly opp.Prk. Entr. 
Opp. Driving Park Hotel 
Lat'l in McCracken st 
D 
4 
4,8 S. of N. L. McCracken st 
Opp. centre of Hotel. 
Meigs Street 
S. W. cor. East ave 
♦East ave 
D 
6 
45,0 S. of N. L. East ave 
3,0 E. of W. L. Meigs st. 
(Not Extended.) 
S. W. cor. East ave 
Meigs st 
1) 
6 
21,3 E. of W. L. Meigs st 
3,9 N. of S. L. East ave (E) 
N. W. cor. Park ave 
Meigs st 
D 
6 
22,3 E. of W. L. Meigs st. (N) 
3,2 S. of N. L. Park ave. (Wi 
S. W. cor. Park ave 
Meigs st 
I) 
6 
22,3 E. of W. L. Meigs st. (N) 
3,2 N. of S. L. Park ave. (W) 
N. W. cor. Monroe ave 
Meigs st 
D 
0 
25,2 E. of W. L. Meigs st 
7,1 S. of N. L. Monroe ave. (W) 
S. E. cor. Monroe ave 
♦Monroe ave 
D 
12 
22,7 N. of S. L. Monroe ave (E) 
8,3 W. of E. L. Meigs st. (N) 
S. W. cor. Monroe ave 
Meigs st 
D 
8 
21,0 E. of W. L. Meigs st. (Nl 
7,4 N. of S. L. Monroe ave. (E) 
Mill Street. 
N. W. cor. Market st 
Mill st 
D 
4 
15,8 E. of W. L. Mill st 
1,2 S. of N. L. Market st. (W) 
8. E. cor. Centre st 
* Centre st 
II 
4 
23,1 N. of 8. L. Centre st. (E.) 
5,8 IF. of IF. F. Bailroad Depot. 
S. E. cor. Centre st 
♦Centre st 
l) 
1 
24,2 N. of S. L. Centre st. (E) 
5,6 W. of W. F. Railroad Depot. 
8. IF. cor. Furnace st 
Mill st 
U 
10 
22,7 E. of W. L. Mill st 
5,5 N. of 8. L. Furnace st. (IF) 
4,9 E. of IF. L. Mill st. (N.) 
10,2 11'. of E. L. Mill st. 
H 
20 
Ar. E. cor. Furnace st 
N. W. cor. Furnace st 
* Furnace st 
}[)/(it. Br. in Mill st... 
H 
H 
4 
4 
14,1 S. of N. L. Furnace st 
3,5 Directly before Hydrant. 
14,3 N.oj N. F. Greenwood's Building.. 
Opp. Pump House 
* Force Main 
11 
20 
20,2 IF of IF. F. Greenwood's build'g. 
Opp. Pump House 
S'. E. cor. Platt st 
Mill st 
H 
10 
23.7 E. of IF. L. Mill st 
36,6 N. of N. F. Greenwood's build'g. 
Milo Street 
(See Draper St.) 
* Platt st 
H 
4 
18,8 N. of S. L. Platt st 
12.2 E. of E. L. Mill st. 
TABLE No. 2—C'ostinuko. 74 
REPOET OF THE BOARD OF 
Name op Street. 
Location op Gate. 
Main Wherein. 
| System. 
ci 
.N 
m 
(in.) 
CO-ORDINATES. 
Monroe Avenue... 
♦Clinton st 
D 
■ 4 
18.4 S. of N. F. Arsenal.t 
11.6 W. of E. L. Clinton st4 
6.8 S. of N. L. Monroe ave. (E) 
39,2 W. of E. L. Chestnut st. 
4.2 S. of N. L. Monroe ave. (W) 
7.2 E. of W. L. Monroe ave. (S) 
3.8 S. of N. L. Monroe ave. (E) 
2.8 S. of N. L. Monroe ave. 
7.6 E. of W. L. Monroe ave. 
6.2 E. of W. L. Union st. 
5,0 N. of S. L. Monroe ave. 
2.7 S. of N. L. Monroe ave. (W) 
5.2 E. of W. L. Alexander st. (S) 
4.2 N. of S. L. Monroe ave. 
4.4 S. of N. L. Monroe ave. (W) 
4.4 S. of N. L. Monroe ave. (W) 
3.1 W. of E. L. Alexander st. 
6,0 N. of S. L. Monroe ave. 
7.4 N. of S. L. Monroe ave. (E) 
7.1 S. of N. L. Monroe ave. (W) 
8.3 W. of E. L. Meigs st. (N) 
4.7 N. of S. L. Monroe ave. (E) 
4.2 S, of N. L. Monroe ave. 
5.2 N. of S. L. Monroe ave. (E) 
7.6 N. of S. L. Lyell st. 
7.7 E. of W. L. Clinton st. (N) 
4.9 S. of N. L. Mortimer st. (W) 
20,8 N. of N. L. Pinnacle ave. 
5.5 E. of W. L. South ave. 
♦Washington Place.. 
D 
12 
20,8 S. of N. F. ArsenalJ 
♦Chestnut st 
D 
6 
Opp. N. E. cor. Chestnut st.. 
Monroe ave 
D 
12 
♦William st 
D 
4 
♦Howell st 
D 
6 
22,8 N. of S. L. Howell st 
♦Manhattan st 
D 
6 
♦Savannah st 
D 
4 
♦Marshall st 
D 
4 
Monroe ave 
D 
12 
D 
6 
♦Union st 
D 
6 
Monroe ave 
D 
12 
♦Alexander st 
D 
12 
D 
6 
♦Alexander st 
D 
6 
D 
12 
♦Averill st 
D 
4 
1) 
8 
D 
6 
D 
12 
D 
4 
D 
4 
D 
4 
D 
4 
(Not Extended.) 
Mortimer Street.. 
D 
4 
N. W. cor St Paul st 
D 
6 
Mt. Hope Avenue. 
From Erie Canal to 
Hickory St. 
Opp. N. E.cor. Pinnacle ave.; 
S. W.cor. South& Pinnacle avs 
D 
16 
Mt. Hope ave 
D 
6 
16,4 N. of S. L. Pinnacle ave 
1) 
6 
23,2 W. of E. L. Mt. Hope ave 
9.0 N. of N. L. Alexander st. 
D 
6 
7,9 W of E. L. Mt. Hope ave. 
6,5 W. of E. L. Mt. Hope ave. (N) 
N. E. cor. Hamilton Place 
♦Hamilton Place 
D 
6 
22,5 S. of N. L. Hamilton Place 
S. E. cor. Monger st 
♦Munger st 
D 
6 
22,2 N. of S. L. Munger st 
3,8 W. of E. L. Mt. Hope ave. (S) 
t First ordinate is at right angles to Clinton st., and 2nd is parallel to same. 
JFirst ordinate parallel to Clinton st., and 2nd is at right angles to same. 
TABLE No. 3- Continued. WATER COMMISSIONERS. 
75 
Name of Street. 
Location of Gate. 
Main Wherein. 
a 
oJ 
N! 
33 
CO-ORDINATES. 
m 
(in.) 
Mt. Hope Avenue. 
(Continued.) 
D 
8 
9,2 N. of N. L. Hickory st. 
6,4 W. of E. L. Mt. Hope ave. (N.) 
D 
G 
Miimt'ord Street. . 
D 
6 
9.2 W. of E. L. State st. (N.) 
6,5 W. of E. L. State st. (N.) 
7.2 N. of S. L. Mumford st. (W.) 
H 
8 
S. W. cor. Front st 
♦Front st 
D 
& 
24/2 E. of W. L. Front st 
.Hunger Street. .. 
(Not Extended.) 
S. E. cor. Mt. Hope ave 
Munger st 
D 
6 
22,2 N. of S. L. Munger st 
3,8 W. of E. L. Mt. Hope ave. (S) 
D 
0 
20,5 N. of S. L. Munger st 
21,7 N. of S. L. Munger st 
3,3 E. of W. L. South av. 
4,7 W. of E. L. South ave. 
S. E. cor. South ave— 
Hunger st 
D 
6 
New York Street. 
S. W. cor. Frances st 
New York st 
D 
4 
18,0 N. of S. L. New Vork st 
7,1 E. of W. L Frances st. (N.) 
(Not Extended.) 
North Avenue 
Opp. N. W. cor. Webster st.. 
♦North st 
D 
12 
25,0 W. of E. L. North st 
19,0 S. of N. L. Webster st. 
From North St. to 
Channing St. 
E. side North st. op. Webs’r st. 
North ave 
D 
8 
0,6 S. of S. F. Building Intersection ( 
North st. and North a vet | 
7,2 W. of W. F. same building.! 
N. W. cor Wesley st 
♦Wesley st 
D 
4 
12,4 E. of W. L. Wesley st 
4,1 S. of N. L. North ave. 
Opp. N. E. cor. Syracuse st... 
S. W. cor. Draper st 
North ave 
D 
8 
22,0 S. of N. L. North ave 
3,7 W. of E. L. Syracuse st. 
♦Draper st 
D 
4 
16,5 N. of S. L. Draper st 
3,8 E. of W. L. North ave. 
S. E. cor. Bay st 
♦Bay st 
D 
(i 
17,3 N. of S. L. Bay st 
4,8 W. of E. L. North ave. 
Opp. N. E. cor. Bay st 
North ave 
D 
8 
22,6 E. of W. L. North ave 
20,4 N. of N. L. Bay st. 
D 
12 
16,9 S. of N. L. Main st. (W.) 
12,8 S. of N. L. Main st. \W.) 
6.3 E. of W. L. North st. (S.) 
5,7 W. of E. L. North st. (N.) 
4.6 E. of W. L. North st. (N.) 
4,2 W. of E. L. North st. 
6.4 N. of S. L. Andrews st. 
9.6 N. of S. L. Andrews st. 
5.7 E. of W. L. North st. (N.) 
From Main St. to 
Woodbury St. 
II 
8 
D 
6 
D 
4 
12,4 S. of N. L. Achilles st 
D 
4 
D 
4 
19,3 N. of S. L. Grove st 
Opp. S. W. cor. Andrews st.. 
Opp. S. W. cor. Andrews st.. 
S. W. cor. Andrews st 
D 
12 
24'5 W. of E. L. North st 
F C 
6 
25,8 W. of E. L. North st 
♦Andrews st 
D 
6 
21,4 N. of S. L. Andrews st 
H 
3,9 E. of W. L. North st. (N.) 
7,8 W. of E. L. North st. 
7,5 E. of W. L. North st. (N.) 
6,4 W. of E. L. North st. (N.) 
7,7 E. of W. L. North st. 
3,0 N. of S. L. Tappan st. 
D 
6 
D 
6 
23,2 S. of N. L. Clinton PI 
D 
4 
D 
6 
S. E. cor. Tappan st 
North st 
D 
12 
27A W. of E. L. North st 
+First ordinate parallel to North street, and second at right angles to same. 
TABLE No. 2—Continued 76 
REPORT OF THE BOARD OF 
Name or Street. 
Location of Gate. 
Main Wherein. 
s 
a> 
OD 
33 
CO-ORDINATES. 
(in.) 
North Street 
(Continued.) 
D 
6 
16,2 S. of N. L. Tappan st 
5.8 W. of E. L. North st. (S.) 
Intersection of Hudson st 
D 
6 
19,5 W. of E. L, Hudson st 
10,5 S. of N. L. North st. (W.) 
7,0 W. of E. L. North st, 
6,6 W. of E. L. North st. 
5,2 N. of S. L. Ontario st. 
6,4 W. of E. L. North st. 
♦Weld st. 
D 
4 
19,8 S. of N. L. Weld st 
♦Kirk st 
D 
6 
20,0 S. of N. L. Kirk st 
D 
12 
27,9 W. of E. L. North st 
D 
8 
19,9 S. of N. L. Ontario st 
D 
4 
22.8 S. of N. L. Tyler st 
7,9 W. of E. L. North st. 
I) 
8 
24,3 N. of S. L. Webster st 
8,1 E. of W. L. North st. 
D 
8 
0,6 S. of S. F. Building Intersection | 
North st and North avet j 
25,0 W. of E. L. North st 
7,2 W. of W. F. same building.+ 
Opp. N. W. cor. Webster st.. 
I) 
12 
19,0 S. of N. L. Webster st. 
D 
4 
N. of S. L. Concord ave 
5,2 W. of E. L. North st. 
D 
4 
16,0 N. of S. L. Woodbury st 
6,7 E. of W. L. North st. 
D 
8 
21,7 S. of N. L. Allen st 
3,2 E. of W. L. Oak st, 
D 
6 
21,5 E. of W. L. Oak st 
6,7 S. of N. L. Allen st. 
II 
8 
6 
23,0 E. of W. L. Oak st 
4,2 S. of W. L. Allen st. 
T) 
21,5 E. of W. L. Oak st 
4,8 N. of S. L. Brown st. 
D 
4 
39,2 N. of S. L. Brown st 
7,0 W. of E. L. Oak st. 
D 
6 
24,0 N. of S. L. Jay st 
5,5 W. of E. L. Oak st. 
D 
35,8 W. of E. L. Oak st* (S) 
4,0 N. of S. L. Smith st. 
D 
16 
8,8 S. of N. L. Smith st 
5,4 E. of W. L. Oak st. 
D 
6 
36,7 W. of E. L. Oak st. (N.) 
4,3 S. of N. L. Smith st, 
T) 
4 
24,0 E. of W. L. Oak st 
10,5 N. of S. L. Lvell st. (E.) 
Oakland Street ... 
(Not Extended,) 
D 
16 
27,9 W. of E. L. South ave 
3,6 S. of N. L. Oakland st. 
D 
8 
22,8 S. of N. L. Oakland st 
6,8 W. of E. L. South ave. (S.) 
I) 
6 
19,3 E. of W. L. Glean st 
45,0 S. of S. L. Hunter st. (W.) 
(Not Extended.) 
I) 
16 
38,4 S. of S. L. Hunter st 
8,1 W. of E. L. Glean st. 
Ontario Street 
D 
12 
27,9 W. of E. L. North st 
5,2 N. of S. L. Ontario st. 
D 
8 
19,9 S. of N. L. Ontario st 
6,4 W. of E. L. North st, 
N. W. cor. Scio st 
Ontario st 
D 
4 
19,8 S. of N. L. Ontario st 
4,0 E. of W. L. Scio st, (N.) 
Orange Street 
(Not Extended.) 
D 
4 
24,0 N. of S. L. Orange st 
4,5 W. of E. L. Grape st. (S.) 
S. W. cor. Grape st 
Orange st 
D 
6 
22M N. of S. L. Orange st 
4.6 E. of W. L. Grape st. (S) 
tFirst ordinate is parallel to North street, and second is at right angles to same. 
TABLE No. 3—Continued. WATER COMMISSIONERS. 
Name of Street. 
Location of Gate. 
Main Wherein. 
£ 
tl 
>> 
m 
6 
.NJ 
'rJ2 
(in.) 
CO-ORDINATES. 
■ 
Oregon Street.... 
N. E. cor. Atwater st 
Oregon st 
D 
4 
21,9 W. of E. L. Oregon st 
4,3 S. of N. L. Atwater st. 
D 
4 
11,8 N. of S. L. Park st 
3,1 W. of E. L. Prospect st. (S.) 
4,0 E. of W. L. Goodman st. (N.) 
(Not Extended.) 
Park Avenue. . 
S. W. cor. Goodman st 
Park ave 
D 
4 
18,8 N. of S. L. Park ave 
N. E. cor. Arnold Park 
♦Arnold Pk 
I) 
4 
2.5 W. of lamp post N. E. cor 
5,5 S. of N. L. Park ave. 
I) 
6 
22,8 E. of W. L. Meigs st. (N.) 
3,2 S. of N. L. Park ave. (W.) 
S. W. cor. Meigs st 
♦Meigs st 
D 
6 
22,3 E. of W. L. Meigs st. (N.) 
3,2 N. of S. L. Park ave. (W.) 
S. E. cor. Alexander st 
Park ave 
D 
4 
17,8 N. of S. L. Park ave 
4,8 E. of E. L. Alexanoer st. 
S. E. cor. Alexander st 
♦Alexander st 
D 
6 
3,2 W. of E. L. Alexander st 
5,1 N. of S. L. Park ave. 
Pearl Street 
S. W. cor Griffith st 
♦Griffith st 
D 
4 
18,5 N. of S. L. Griffith st 
11,3 E. of W. L. Pearl st. 
From Griffith St. to 
N. W. cor. Alexander st 
Pearl st 
1) 
4 
23,8 E. of W. L. Pearl st 
4,8 S. of N. L. Alexander st. 
I) 
4 
21,7 E. of W. L. Pearl st 
Penn Street. . 
T> 
4 
19,3 N. of S. L. Pennst 
5.5 E. of W. L. Frances st. 
8,0 E. of W. L. Lake ave. 
2.2 N. of S. L. Perkins st. 
7.2 S. of N. L. Perkins st. 
1.6 W. of W. L. Lake ave. (N.) 
3,1 S. of N. L. Phelps ave. 
3,1 W. of W. L. Lake ave. (S.) 
4.8 W. of E. L. Backus ave. 
3.8 N. of S. L. Allen st. ( W.) 
5,5 E. of W. L. South ave. 
20.8 N. of N. L. Pinnacle ave. 
(Not Extended.) 
Perkins Street.... 
(Not Extended.) 
1) 
6 
6,4 N. of S. L. Perkins st 
D 
8 
D 
8 
2,6 E. of W. L. Lake ave 
D 
4 
24,0 S. of N. L. Perkins st 
Phelps Avenue. .. 
D 
8 
2,7 E. of W. L. Lake ave 
D 
6 
40,0 S. of N. L. Phelps ave 
D 
4 
40,5 S. of N. L. Phelps ave 
Piudell Alley 
H 
4 
9,9 E. of W. L. Pin dell Alley 
D 
6 
16,4 N. of S. L. Pinnacle ave 
From South Ave. to 
Alexander St. 
Opp. N. E. cor. South ave 
D 
16 
D 
6 
17,0 N. of S. L. Pinnacle ave 
5.7 W. of E. L. South ave. 
4,5 S. of N. L. Alexander st. (W.) 
2,2 W. of E. L. Pinnacle ave. (N.) 
5.8 N. of S. L. Alexander st. (W.) 
5,4 N. of S. L. Marietta st. 
D 
6 
20,1 E. of W. L. Pinnacle ave 
D 
12 
D 
6 
21,4 E. of W. L. Pinnacle ave....! 
Pitt Street 
S. E. cor. Marietta st . 
Pitt st 
1) 
2^ 
19,5 W. of E. L. Pitt st 
(Not Extended.) 
TABLE No. 2—Continued. 78 
Name of Street. 
Location of Gate. 
Main Wherein. 
i System. 
6 
(in.) 
CO-ORDINATES. 
Platt st 
D 
6 
18,9 N. of S. L. Platt st . 
S. W. cor. Kent st 
D 
6 
23'2 N. of S. L. Platt st (W.) 
Platt st 
H 
6 
24,3 E. of S. L. Plait st. (W) 
♦Kent st 
D 
4 
7 1 N. of S. T,. Platt st iW.) 
♦Kent st 
D 
4 
N. E. cor. Jones st 
♦Jones st 
D 
4 
21,5 W. of E. L, Jones st 
12,5 S. of N. L. Platt st. 
Platt st 
D 
6 
5,2 E. of W. L. Frank st 
N. W. cor. Frank st. 
♦Frank st 
D 
6 
22,0 E. of W. L. Frank st 
7,2 S. of N. L. Platt st. 
S. W. cor. State st 
Platt st 
U 
6 
24,0 N. of S. L. Platt st 
9,2 E. of W. L. State st. (S.) 
S. W. cor. State st 
Platt st 
D 
6 
22,3 N. of S. L. Platt st 
11,8 E. of W. L. State st. 
S. E. cor. State st 
Platt st 
D 
4 
21,1 N. of S. L. Platt st. (E.) 
9,0 W. of E. L. State st. (S.) 
S. E. cor. Millst 
Platt st 
H 
4 
18,8 N. of S. L. Platt st 
12,2 E. of E.L. Millst. 
Pleasant Street. .. 
S. W. cor. Clinton st 
Pleasant st 
D 
4 
11,1 N. of S. L. Pleasant st 
4,6 E. of W. L. Clinton st, 
Plymouth Ave.... 
S. W. cor. Main st 
Plymouth ave 
II 
4 
23,2 E. of W. L. Plymouth ave. 
11,0 N. of S. L. Main st. 
S. W. cor. Main st 
Plymouth aie 
1) 
4 
21,8 E. of W. L. Plymouth ave 
8,0 N. of S. L. Main st. 
N. W. cor. Spring st 
Plymouth ave 
n 
2 
20,6 E. of E. F. Building N. W. cor 
4,9 S. of N. L. Spring st. (W.) 
N. E. cor. Spring st 
♦Spring st 
D 
8 
19,3 S. of N. L. Spring st. (E.) 
9,0 W. of E. L. Plymouth ave. (S.) 
N. W. cor. Spring st 
♦Spring st 
I) 
12 
20,0 S. of N. L. Spring st. (W.) 
7,5 E. of W. L. Plymouth ave. (S.) 
S. W. cor. Spring st 
Plymouth ave 
D 
12 
20,7 E. of W. L. Plymouth ave. (S.) 
7,0 N. of S. L. Spring st. (W.) 
N. W. cor. Troup st 
Plymouth ave 
D 
12 
21,2 E. of W. L. Plymouth ave. (N.) 
4,9 S. of N. L. Troup st. (W.) 
S. E. cor. Troup st 
D 
6 
21,0 N. of S. L. Troup st 
S. W. cor. Troup st 
D 
6 
21,7 N. of S. L. Troup st. (E.) 
S. W. cor. Atkinson st 
D 
6 
S. W. cor. Atkinson st 
Plymouth ave 
D 
12 
21,7 E. of W. L. Plymouth ave. (S.) 
3,4 N. of S. L. Atkinson st. 
N. W. cor. Adams st 
I) 
6 
N. E. cor. Adams st 
T) 
8 
D 
12 
S. W. cor. Tremont st 
Plymouth ave 
D 
8 
22,4 E. of W. L. Plymouth ave. (S.) 
0,3 N. of S. L. Tremont st. 
S. E. cor. Caledonia sq 
♦Edinburgh st 
D 
4 
19,5 N. of S. L. Edinburgh st. (E.) 
5,2 W. of E. L. Caledonia sq. 
S. W. cor. Caledonia sq 
Plymouth ave 
D 
8 
70,4 W. of W. L Plymouth ave. (N.)+.. 
3,0 N. of S. L. Edinburgh st. (W.)+ 1 
S. W. cor. Glasgow st 
♦Glasgow st 
D 
0 
26,8 S. of N. L. Glasgow st 
6,8 E. of W. L. Caledonia sq. 
Intersection of Greig st 
♦Greig st 
D 
6 
40,0 W. of E. L. Greig st 
5,5 N. of N. L. Alley to E. 
Intersection of Greig st 
Plymouth ave 
D 
6 
23,5 E. of W. L. Plymouth ave 
1,0 S. of N. L. Alley to W. 
N. W. cor. Caledonia ave 
♦Caledonia ave 
D 1 
6 
24,1 S. of N. L. Clarissa st. (E.) 1 
6,3 E. of W. L. Plymouth ave. (N.) 
tFiret ordinate is parallel to Edinburgh street, and second is at right angles to same. 
REPORT OF THE BOARD OF 
TABLE No. 2—Continued, WATER COMMISSIONERS. 
79 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. * 
<v 
| CO-ORDINATES. 
(in.) 
Prince Street 
D 
6 22,4 W. of E. L. Prince st 
8,0 N. of S. L. Main st. (E.) 
16,3 W. of E. L. Prince st. (S.) 
D 
4 N. of S. L. College ave 
N. W. cor. University ave.... 
♦University ave 
D 
4 124,0 S. of N. L. University ave 
5,2 E. of W. L. Prince st. 
S. W. cor. University ave 
Prince st 
D 
6 21,2 E. of W. L. Prince st 
5,8 N. of S. L. University ave. 
N. W. East ave 
Prince st 
D 
6 21,2 E. of W. L. Prince st 
4,8 S. of N. L. East ave. 
Prospect Street.... 
From West ave. to 
Clifton St. 
D 
8 23,8 S. of N. L. West ave 
16,1 W. of E. L. Prospect st. 
D 
7,6 N. . 1 S. L. West ave. (W.) 
S. E. cor. Park st 
♦Park st 
D 
4 11,8 N. of S. L. Park st 
3,1 W. of E. L. Prospect st. (S.) 
S. E. cor. Troup st 
♦Troup st 
D 
6 21,3 N. of S. L. Troup st 
2,5 W. of E. L. Prospect st. (S.) 
S. W. cor. Troup st 
S. W. cor. Clifton st 
♦Troup st 
D 
4 20,7 N. of S. L. Troup st 
2,8 E. of W. L. Prospect st. (N.) 
♦Clifton st 
D 
4 19,3 N. of S. L. Clifton st 
2,0 E. of W. L. Prospect st. (S.) 
Reynolds Street. 
S. E. cor. West ave 
Reynolds st 
D 
6 21,0 W. of E. L. Reynolds st 
7,3 N. of S. L. West ave. (E.) 
(Not Extended.) 
N. E. cor. Hunter st 
Reynolds st 
D 
D 
8 18,9 W. of E. L. Reynolds st 
16 19 1 N of S L Hunter st 
4,0 S. of N. L. Hunter st. (W.) 
4,6 W. of E. L. Reynolds st. 
3,5 N. of S. L. Hunter st. (E.) 
S. E. cor. Hunter st 
Reynolds st 
D 
8 19,9 W. of E. L. Reynolds st 
River Street 
Rome Street. 
D 
11,4 E. of W. L. St. Paul st. (S.) 
4,5 N. of S. L. Atwater st. 
S. W. cor. Atwater st 
Rome st 
D 
4 23,8 E. of W. L. Rome st 
Roinevn Street.. 
N. E. cor. Grape st 
Romeyn st 
D 
6 i20,8 S. of N. L. Romeyn st 
5,5 W. of E. L. Grape st. 
2,6 E. of W. L. Lake ave. (N.) 
D 
8 44,5 S. of N. L. Rowe st 
(Not Extended.) 
Rowley Street. 
N. W. cor. Monroe ave 
Rowley 
D 
4 19,7 E. of W. L. Rowley st 
4,2 S. of N. L. Monroe ave. 
From Monroe Ave, 
to Harvard St. 
Sanford Street.... 
S. W. cor. South ave 
Sanford st 
D 
6 18,5 N. of N. F. Building S. W. cor 
8,0 E. of W. L. South ave. 
(Not Extended.) 
Saratoga Avenue. 
Front Lyell St. to 
Lorimer St. 
D 
16,8 W. of W. L. Saratoga ave. 
Ini er’n Lyell and Spencer sts. 
Inter’n Lyell and Spencer sts. 
N. E. cor. Ambrose st 
D 
4 [31’4 N. of S. L. Spencer st 
4,7 W. of E. L. Saratoga ave. 
D 
27,1 S. of N. L. Spencer st. 
D 
4,7 W. of E. L. Saratoga ave. 
D 
4,4 W. of E. L. Saratoga ave. (S.) 
D 
6 |23,2 W. of E. L. Saratoga ave 
5,8 N. of S. L. Lorimer st. 
N. W. cor. Lorinter st 
♦Lorimer st: 
D 
8 '22,3 S. of N. L. Lorimer"st 
3.8 E. of W. L. Saratoga ave. (N.) 
TABLE No. 2—Continued. 80 
REPORT OF THE BOARD OF 
Name of Street 
Location of Gate. 
Main Wherein. 
C 
CG 
5 ! 
'rfl ! 
(in.) 
CO-ORDINATES. 
1) 
8 
(Continued.) 
N. E. cor. Lorimer st 
Saratoga ave 
D 
6 
24,0 W. ofE. L. Saratoga ave 
5,3 S. of N. L. Lorimer st. 
D 
6 
(Not Extended.) 
I) 
4 
S. E. cor. Lyell st ... 
D 
4 
6,7 N. of S. L. Lyell st. 
(Not Extended.) 
D 
0 
5.9 N. of S. L. Spring st. (E.) 
From Spring St., 
300 ft. south. 
N. W. cor. East ave 
i) 
6 
From East Ave. to 
N. E. cor. Charlotte st 
♦Charlotte st 
D 
4 
19,9 S. of N. L. Charlotte st 
3,7 W. of E. L. Scio st. (S.) 
S. W. cor. Main st 
I) 
6 
20,7 E. of W. L. Scio st 
N. E. cor. Main st 
D 
10 
N. W. cor. University ave.... 
♦University ave 
D 
6 
N. E. cor. University ave 
D 
4 
N. W. cor. Delavan st 
D 
4 
N. E. cor. Joslyn Park 
D 
4 
18.0 S. of N. L. Joslyn Pk. 
N. W. cor. Tappan st 
D 
4 
N. E. cor. Tappan st 
D 
4 
N. W. cor. Weld st 
♦Weld st 
D 
4 
18,0 S. of N. L. Weld st 
N. W. cor. Ontario st 
D 
4 
S. E. cor. Main st 
Scott Alley 
D 
16 
N. E. cor. Spring st 
Scott Alley 
I) 
16 
3,2 W. of E. L. scott Aliev 
2,5 S. of N. L. Spring st. 
Spring St. 
S. E. cor. Spring st 
Scott Alley 
D 
6 
7.3 W. of E. L. Scott Alley 
5,8 N. of S. L. Spring st. 
D 
4 
12,1 S. of N. L. Seidell st. 
7 0 W of E L Gibbs st. 
(Not Extended.) 
I) 
4 
4.8 S of N. L. Ward st. 
(Not Extended.) 
Smith St 
S. E. cor.\ in"t P'ce & State st. 
♦State st 
I) 
16 
30,5 W. of E. L. State st. (S.) 
5 4 N. of N. F. Building S. E. cor. 
i) 
16 
11,1 E. of W. L. State st. (S.) 
Grape St. 
Hyd’s bet. Frank and State sts 
Hyd. Br. in Smith st.. 
D 
4 
8,6 Directly before Hydrant 
]) 
6 
N. W. cor. Frank st 
♦Frank st 
I) 
6 
22.0 E. of W. L. Frank st 
5.2 S. of N. L. Smith st. 
N. E. cor. Jones st 
Smith st 
1) 
16 
22,2 S. of N. L. Smith st 
3.6 W of E. L. Jones st. (N. 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
81 
Name op Street. 
Location op Gate. 
Main Wherein. 
System. 
Q> 
33 
(in.) 
CO-ORDINATES. 
♦Jones st 
D 
4 
19,7 W. of E. L. Jones st 
♦Bolivar st 
D 
6 
N. W. cor. Bolivar st 
♦Bolivar st 
D 
6 
22,2 E. of W. L. Bolivar st 
5,8 S. of N. L. Smith st. 
Hyd’t near Rail Road 
Hyd’t Br. in Smith st- 
D 
4 
5,8 Directly before Hydrant 
N. W. cor. Kent st 
♦Kent st 
D 
4 
14,5 E. of W. L. Kent st 
5,8 S. of N. L. Smith st. 
S. W. cor. Oak st 
♦Oak st 
D 
6 
35,8 W. of E. L. Oak st. (S.) 
4,0 N. of S. L. Smith st. 
N. W. cor. Oak st 
♦Oak st 
I) 
ti 
36,7 W. of E. L. Oak st. (N.) 
4,3 S. of N. L. Smith st. 
N. W. cor. Oak st 
Smith st 
U 
16 
8,8 S. of N. L. Smith st 
5,4 E. of W. L. Oak st. 
N. E. cor. Magne st 
Smith st 
D 
16 
7,6 S. of N. L. Smith st 
4,7 W. of E. L. Magne st. 
I) 
6 
D 
8 
5,8 N. of S. L. Smith st, (W.) 
N. W. cor. Grape st 
Smith st 
D 
6 
21,8 S. of N. L. Smith st 
4,5 E. of W. L. Grape st. (S.) 
Sophia Street 
N. W. Main st 
Sophia st 
D 
6 
18,0 E. of W. L. Sophia st 
13,3 S. of N. L. Main st. 
♦Allen st 
1) 
8 
22,9 S. of N. L. Allen st. (E.) 
5,6 W. of E. L. Sophia st, (S.) 
D 
6 
5,7 S. of S. L. Centre Sq. 
D 
12 
11,0 N. of S. L. Court st. 
S. W. cor. Court st 
South st 
F C 
6 
23’4 E. of W. L. South st 
6,2 N. of S. L. Court st. 
Jackson St. 
Opp. Arsenal Front 
South st 
D 
4 
22,0 E. of W. L. South st 
3,4 N. of N. F. Arsenal. 
South Avenue... 
Opp. N. E. cor. Pinnacle ave. 
South ave 
D 
16 
39,5 W. of E. L. South ave 
20,8 N. of N. L. Pinnacle ave. 
S. E. cor. Pinnacle ave 
♦Pinnacle ave 
D 
6 
17,0 N. of S. L. Pinnacle ave 
5,7 W. of E. L. South ave. 
S. W. cor. Pinnacle ave 
♦Mt. Hope ave 
D 
6 
16,4 N. of S. L. Pinnacle ave 
5,5 E. of W. L. South ave. 
' 
N. W. cor. Comfort st 
Hyd’n Br.in South av. 
D 
6 
8,5 Directly before Hydrant 
S. W. cor. Comfort st 
‘Comfort st 
D 
4 
21,1 N. of S. L. Comfort st 
4,0 E. of W. L. South ave. (S.) 
D 
4 
5,0 W. of E. L. South ave. (S.) 
N. E. cor. Alexander st 
Hyd’t Br. in South av. 
D 
6 
6,1 Directly before Hydrant 
1) 
16 
3,6 S. of N. L. Alexander st. 
S. W. cor. Alexander st 
♦Alexander st 
D 
6 
19,8 N. of S. L. Alexander st 
E. of W. L. South ave. 
S. E. cor. Alexander st. 
♦Alexander st 
D 
12 
19,7 N. of S. L. Alexander st 
6,7 W. of E. L. South ave. 
N. W. cor. Hamilton PI 
♦Hamilton PI 
1) 
6 
22,0 S. of N. L. Hamilton PI 
4,3 E. of W. L. South ave. 
1) 
6 
21,0 S. of N. L. Hamilton PI 
4,8 W. of E. L. South ave. 
S. W. cor. Hunger st 
♦Hunger st 
D 
6 
20,5 N. of S. L. Hunger st 
E. of W. L. South ave. 
S E. cor. Hunger st 
♦Hunger st 
D 
6 
21,7 N. of S. L. Hunger st 
.4,7 W. of E. L. South ave. 
U 
16 
3,0 S. of N. L. Hickory st. 
S. W. cor. Hickory st 
♦Hickory st 
D 
6 
21,7 N. of S. L. Hickory st 
7,2 E. of W. L. South "ave. 
N. W. cor. Gregory st 
♦Gregory st 
D 
6 
20,2 S. of N. L. Gregory st 
6,3 E. of W. L. South ave. 
TABLE No 2—Continued. REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
! System. 
S' j Size. 
CO-ORDINATES. 
South Avenue 
D 
6 
6,4 W. of E. L. South ave. 
Hyd’t Br. in South av. 
D 
6 
D 
6 
8,0 E. of W. L. South ave. 
Near N. E. cor. Caroline st.. 
Hyd’t Br. in South av. 
D 
6 
3,4 Directly before hydrant 
I) 
16 
D 
12 
D 
6 
D 
6 
6.5 E. of W. L. South ave. 
D 
4 
D 
16 
3.6 S. of N. L. Oakland st. 
D 
8 
22.8 S. of N. L. Oakland st 
6,8 W. of E. L. South ave. (S.) 
Hyd’t South of Oakland st 
Hyd’t Br. in South av. 
D 
4 
8,8 Directly before hydrant 
Speneer Street.,.. 
Intersection Lyell st 
♦Saratoga av 
D 
6 
24,6 W. of E. L. Saratoga ave 
27,1 S. of N. L. Spencer st. 
D 
4 
21.4 N. of S. L. Spencer st 
D 
6 
D 
4 
22.0 N. of S. L. Spencer st 
D 
3 
Spring Street 
N. W. cor. Exchange st 
♦Exchange st 
D 
4 
28,4 E. of W. L. Exchange st. (S.) 
13,0 S. of N. L. Spring st. 
N. W. cor. Exchange st 
Spring st 
I) 
8 
19,4 S. of N L. Spring st 
8,0 E. of W. L. Exchange st. (S.) 
T) 
2 
D 
6 
10,0 E. of W. L. School Alley 
N. E. cor. Plymouth avc 
Spring st 
T) 
8 
19.3 S. of N. L. Spring st. (E.) 
9,0 W. of E. L. Plymouth ave. (S.l 
N. W. cor. Plymouth ave 
♦Plymouth ave 
I) 
2 
20.6 E. of E. F. Building N. W. cor 
4,9 S. of N. L. Spring st. (W.) 
S. W. cor. Plymouth ave 
♦Plymouth ave 
D 
12 
20,7 E. of W. L. Plymouth ave. (S.). . 
7,0 N. of S. L. Spring st. (W.) 
D 
12 
7,5 E. of W. L. Plymouth ave. (S.) 
N. W. cor. Plymouth ave 
Hyd’t Br. in Spring st. 
D 
4 
3,3 Directly before hydrant 
I) 
16 
3,2 W. of E. L. Scott Alley 
D 
6 
7,3 W. of E. L. Scott Alley •... 
N. W. cor. Washington st 
♦Washington st 
D 
4 
28,0 E. of W. L. Washington st. (N.)... 
1,2 S. of N. L. Spring st. 
S. W. cor. Washington st.... 
♦Washington st 
D 
4 
25,1 E. of E. Fence Line S. W. cor 
4,5 N. of S. L. Spring st. (W.) 
I) 
4 
1.0 E. of W. L. Livingston PI 
7,5 N. of S. L. Spring st. 
n 
4 
4,0 Directly before hydrant 
D 
16 
5,4 W. of E. L. Caledonia ave. (N.) 
D 
6 
25,0 W. of E. L. Caledonia ave. (N.).... 
4,5 S. of N. L. Spring st . 
D 
4 
5,7 E. of W L. Caledonia ave. 
N. E. cor. Ford st 
Spring st 
D 
4 
27,2 N. of S. L. Spring st 
5,2 W. of E. L. Ford st. 
TABLE No. 2—Continued WATER COMMISSIONERS. 
83 
Name of Street. 
Location of Gate. 
Main Wherein. 
S 
a> 
GC 
Size. 
CO-ORDINATES. 
Sri 
(in.)1 
State Street. 
X. IT. cor. Main at 
*Main at 
h 
16 
47,2 S. of X. L. Main st 
6,5 IT. of TV L. State st. 
N. W. cor. Main st 
♦.Main st 
1) 
20 
45,2 S. of N. L. Main st 
9,6 W. of W. L. State st. 
X. E. cor Main at 
State at 
II 
lti 
32,5 IT. of E. L. State st 
13,7 S. of X. L. Main st. 
State st 
D 
10 
29.4 W. of E. L. State st 
S. E. cor. Exchange Place.... 
♦Exchange Place 
I) 
4 12,7 N. of S. L. Exchange Place 
7,1 W. of E. L. State st. 
X. E. cor. Exchange Place.... 
Hydt. Br. in State at. 
II 
4 
3,5 Directly before Hydrant. 
16,8 S. of X. L. Market at 
X. E. cor. Market st 
* Market at 
II 
6 
6,2 IT. of E. L. State st. 
N. E. cor. Market st 
♦Market st 
D 
4 
15,8 S. of N. L. Market st 
2,7 W. of E. L. State st. (N) 
Before No. 66 State st 
State st 
F C 
10 
28,3 W. of E. L. State st 
68,3 N. of N. L. Market st. 
liefoi e Xo. 79 State at 
Hydt. Br. in State at.. 
II 
4 
4,6 Directly before Hydrant. 
S. E. cor. Mumford st 
♦Mumford st 
D 
6 |22,2 N. of S. L. Mumford st 
9,2 W. of E. L. State st. (N) 
S. E. cor. Mumford at 
* Mumford st 
II 
8 
24,3 X. of S. L. Mumford st 
6,5 IT. of E. L. Stalest. (N) 
Opp. S. W. cor. Allen st 
State st 
D 
10 
26,8 W. of E. L. State st 
18,0 N. of S. L. Allen st. 
X. IT. cor. Allen at 
* Allen at 
II 
10 
25,3 S. of X. L. Allen at 
13,0 E. of IT. L. State st. (N) 
N. W. cor. Allen st 
♦Allen st 
1) 
8 
22,6 S. ot N. L. Allen st 
8,8 E. of W. L. State st. (N) 
Bet. Allen at. and B. R. ave.. 
State st 
11 
20 
30,0 IT. of E. L. State st 
48,5 A’, of X. L. Allen st. 
S. E. cor. R. R. ave 
Hydt. Br. in State st. 
11 
4 
5,0 Directly before Hydrant. 
S. W. cor. Centre st 
♦Centre st 
D 
4 
20,4 N. of S. L. Centre st 
8,0 E. of W. L. State st. (N) 
<S. IT. cor. Get tre at 
* Centre at 
H 
0 
2.,3 X. of S. L. Centre st 
10,3 E. of IT L. State st. (N) 
S. E. cor. Centre st 
♦Centre st 
I) 
4 
20,6 N. of S. L. Centre st 
10,3 W. of E. L. State st. (S) 
iV. E. cor. Centre st 
Hydt. Br. in State st. 
11 
4 
6.0 Directly before Hydrant. 
F c 
10 
4,5 N. of N. F. St. It. It. Barn. 
S. E. cor. Furnace st 
Hydt. Br. in State st. 
H 
4 
2,0 Directly before Hydrant. 
II 
8 
2,3 S. of X. L. Furnace st. 
9,0 W. of E. L. State st. (S) 
11,8 E. of W. L. State st. 
I) 
4 
21 ’ 1 N. of S. L. Platt st. (E.) 
D 
6 
II 
0 
D 
16 
5,4 N. of S. L. Brown 8t. 
I) 
4 
II 
0 
3,6 S. of X. L. Brown st. 
9,0 E. of W. L. State st. (S) 
5,4 N. of N. F. Building, S. E. cor. 
5,8 W. of E. L. Lake ave. 
D 
6 
24,5 N. of S. L. Jay st 
D 
16 
30,5 W. of E. L. State st. (S) 
S. E. cor. Vincent Place 
♦Vincent Place 
D 
4 
22,5 N. of N. F. Building S. E. Cor.... 
1) 
16 
11,1 E. of W. L. State st. (S) 
17,0E. of W. L. State st. (S) 
♦Lyell st 
D 
8 
23!5 N. of S. L. Lyell st 
t Turns to left to open. 
TABLE No. 2—Continued. 84 
REPORT OF THE BOARD OF 
Name op Street. 
Location of Gate. 
Main Wherein. 
| System. 
6 
N 
X 
(in.) 
CO-ORDINATES. 
Stillson Street. ... 
D 
4 
5,6 N. of S. L. University ave. 
From Univer’tv ave. 
D 
4 
4,2 W. of W. F. Church,"N. E. cor 
to Main st. 
D 
4 
2’0 S. of N, L. Main st, (El 
St. Joseph Street. 
D 
4 
23,6 W. of E. L. St. Joseph st 
From Clinton Place 
D 
6 
5,4 S. of N. L. Atwater st. 
to Atwater st. 
Stone Street 
D 
4 
12,2 W. of E. L. Stone st 
H 
12 
13,1 W. of E. L. Stone st 
8,0 N. of S. L Mainst. 
H 
8 
11,5 N. of 8. L. Ely st 
5,2 E. of W. L. Stone st. 
Opp. 8. W. cor. Ely st 
H 
8 
W. of E. L. Stone st 
3,8 A7, of S. L. Ely st. 
I'f. E. cor. Court st. 
D 
4 
l’8 S. of N. L. Court st. 
Opp. N. W. cor. Cou,rt st 
* Court st 
H 
4 
22,8 N. of 8. L. Court st 
On W. L. Stone st. 
IV. St. Paul Street. 
H 
6 
22,5 E. of W. L. St. Paul st 
8,2 S. of N. L. Main st. 
D 
6 
8’0 S. of N. L. Main st. 
From Main Street 
D 
6 
E. of W. L. St. Paul st 
4,9 S. of N. L. Mortimer st. (W) 
to Hart ave. 
D 
6 
25,8 E. of W. L. St. Paul st. (S) 
4,4 N. of S. L. Andrews st. 
D 
4 
11,4 E. of W. L. St, Paul st. (S) 
S. W. cor. Atwater st 
D 
6 
21,6 E. of W. L. St. Paul st. (S 
5*6 N. of S. L. Atwater st. (E) 
D 
6 
22’6 W. of E. L. St. Paul st.. 
1,9 S. of S. L. Ward st. 
D 
8 
16,8 S. of N. L. Ward st 
8,2 W. of E. L. St. Paul st. 
S. E. cor. Hand st 
D 
4 
5,9 W. of E. L. St. Paul st. (Si 
S. E. cor. Gorham st 
D 
8 
23,3 W. of E. L. St. Paul st. (S) 
4.7 N. of S. L. Gorham st. 
S. E. cor. Gorham st 
D 
6 
6,9 W. of E. L. St. Paul st. (S) 
D 
6 
6,5 E. of W. L. St. Paul st. 
D 
n 
2,2 E. of W. L. St, Paul st. (N) 
D 
8 
24,4 W. of E. L. St. Paul st. (N) 
5,5 N. of S. L. Lowell st. 
S. E. cor. Lowell st 
♦Lowell st 
D 
6 
22,9 N. of S. L. Lowell st. (E).' 
9,2 W. of E. L. St. Paul st. (N) 
D 
4 
5,2 W. of E. L. St. Paul st. 
II 
6 
24,2 E. of W. L. St. Paul st 
10,7 W. of S. L. Main st. 
D 
16 
2R9 E. of W. L. St. Paul st 
9,7 N. of S. L. Main st. 
6 
6.2 W. of E. L. St. Paul st. (N) 
♦F.lv st. 
D 
4 
6,0 W. of E. L. St. Paul st. (N) 
Hvd’t bet. Ely and Court sts. Hyd’t Br. in S.Paul st. 
D 
4 
4,7 Directly before Hydrant. 
H 
16 
22,3 E. of W. L. St. Paul st.- (S) 
9,5 S. of N. L. Court st. (E) 
N. E. cor. Court st 
♦Court st 
D 
16 
19,8 S. of N. L. Court st 
7.1 W. of E. L. St. Paul st. tN 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
85 
Name op Street. 
Location op Gate. 
Main Wherein. 
s' 
« 
m 
| Size. 
CO-ORDINATES. 
CO 
(in.) 
S. St. Paul Street. 
D 
16 
24,4 E. of W. L. St. Paul st. (S.) 
8,1 N. of S. L. Court st. (E.) 
Hyd't bet. Court & Jacks’n sts. 
Hy’t Br. in St. Paul st. 
D 
4 
(Continued.) 
7,5 W. of E. L. St. Paul st. (S.) 
1) 
4 
11,8 S. of N. L. Jackson st 
D 
6 
24,5 N. of S. L.Howell st 
9,3 W. of E. L. St. Paul st. (S.) 
D 
6 
24,1 N. of S. L. Marshall st 
6,0 W. of E. L. St. Paul st. (N.) 
Hy’t Br. in St. Paul st. 
D 
4 
7,7 W. of E. L. St. Paul st. 
D 
4 
32,5.S. of N. L. Griffith st 
Opp. N. E. cor. Griffith st... 
D 
16 
7,3 E. of W. railing St. Paul st. bridge. 
14*5 W. of E. L. Swan st 
15,6 S. of N. L. Griffith st. 
Swan Street 
(Not Extended.) 
Syracuse Street... 
(Not Extended.) 
Tappan Street 
From North St. to 
Scio St. 
D 
4 
10,6N. of S. L. Main st. (E.) 
D 
8 
•12,0 S. of N. L. North ave 
3,7 W. of E. L. Syracuse st. 
*North st 
D 
12 
27,1 W. of E. L. North st 
3,0 N. of S. L. Tappan st. 
D 
6 
16,2 S. of N. L. Tappan st 
5,8 W. of E. L. North st. (S.) 
D 
4 
17,6 W. of E. L. Finney st 
4,5 N. of S. L. Tappan st. 
D 
4 
19,6 S. of N. L. Tappan st 
5,2 E. of W. L. Scio st. 
D 
4 
18,1 S. of N. L. Tappan st 
5,1 W. of E. L. Scio st. 
:d 
4 
17,7 N. of S. L. Temple st 
5,9 E. of W. L. Chestnut st. 
(Not Extended.) 
Terry Street. ... 
(Not Extended.) 
Third Street 
(Not Extended.) 
S. W. cor. Frances st 
D 
4 
15,9 N. of S. L. Terry st 
4,5 E. of W L. Frances st. (S.) 
D 
4 
24,0 N. of S. L. McCracken st 
6,1 W. of E. L. Third st. 
D 
4 
18,1 W. of E. L, Third st 
8,0 N. of S. L. McCracken st. 
Thompson Street.. 
(Not Extended.) 
Tonawnnda St.... 
(Not Extended.) 
Tremont Street... 
Thompson st 
D 
6 
21,4 W. of E. L. Thompson st 
9,0 S. of N. L. Lyell st. 
D 
4 
7,7 S. of N. L. Tonawanda st 
9,5 E. of W. L. Wilder st. 
S. W. cor. Plymouth ave 
♦Plymouth ave, 
D 
8 
22,4 E. of W. L. Plymouth ave. (S.).... 
0,3 N. of S. L. Tremont st. 
S. W. cor. Plymouth ave 
D 
12 
20,0 N, of S. L. Tremont st 
6,9 E. of W. L. Plymouth ave. (S.) 
2,5 W. of E. L. Caledonia ave. (N.) 
D 
12 
23,6 N. of S. L. Tremont st 
D 
16 
17,4 W. of E. L. Caledonia ave 
5,3 S. of N. L. Tremont st. (E.) 
D 
4 
24,6 N. of S. L. Tremont st 
4,3 E. of W. L. Caledonia ave. 
D 
6 
23,3 N. of S. L. Tremont st 
5,0 W. of E. L. Frances t. 
S. W. cor. Frances st 
Tremont st 
D 
6 
22,4 N. of S. L. Tremont st 
5.2 E. of W. L. Frances st. 
TABLE No. 2—Continued. 86 
REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein. 
System. 
35 CO-ORDINATES. 
(in.) 
D 
4,3 N. of S. L. Troup st 
I) 
*Fitzhugh st 
D 
4 21’8 W. of E. L. Fitzhugh st 
Troup st 
D 
N, W. cor. Plymouth ave 
♦Plymouth ave 
D 
12 21,2 E. of W. L. Plymouth ave. (N.) 
4,9 S. of N. L. Troup st. (W.j 
J> 
D 
Troup stT 
D 
S. W. cor. Greenwood ave.... 
♦Greenwood ave 
D 
4 12,0 E. of W. L. Greenwood ave 
5,0 N. of S. L. Troup st. 
♦Eagle st 
I) 
Troup st 
D 
D 
D 
D 
D 
D 
3,2 E. of W. L. Ford st (S.) 
D 
L> 
W. Troup Street . 
S. E. cor. Prances st 
W. Troup st 
D 
S. W. cor. Frances st 
W. Troup st 
I) 
4 150 N. of S. L. Troup st 
Trowbridge St. 
D 
7,0 N. of S. L. West ave. (E.) 
(Not Extended.) 
Tyler Street. . 
Tyler st 
D 
4 22 8 S. of N. L. Tyler st 
7,9 W. of E. L. North st. 
(Not Extended.) 
\. Union Street 
I) 
8 21,7 N. of S. L. East ave 
♦East ave 
I) 
8 22,2 N. of S. L. East ave 
Main St. 
D 
D 
D 
S. W. cor. University ave 
Union st 
D 
6 19,4 E. of W. L. Union st 
5,0 N. of S. L. University ave. 
I) 
Union st 
D 
6 119,5 E. of W. L. Union st 
S. Union Street ,, 
♦East ave 
D 
D 
S. W. cor. East ave ... • 
Union st 
D 
8 17,2 E. of W. L. North Union st 
N. of S. L. East ave. (W.) 
TABLE No. 2—Continued. WATER COMMISSIONERS. 
87 
Name of Street. 
Location of Gate. 
Main Wherein. 
a 
1 
cc 
| Size. 
CO-ORDINATES. 
At 
(in.) 
S. Union Street... 
D 
8 
30,0 N. of S. L. Court st 
5,9 E. of W. L. Union st. 
D 
6 
19,7 E. of W. L. Union st 
2,7 S. of N. L. Monroe ave. (W.) 
(Continued.) 
D 
12 
21,8 N. of S. L. Monroe ave. (E.) 
6,2 E. of W. L. Union st. 
D 
6 
18,8 E. of W. L. Union st 
5,0 N. of S. L. Monroe ave. 
University Ave.... 
N. E. cor. North st 
University ave 
D 
T) 
6 
4 
22,2 S. of N. L. University ave. 
12,0 W. of E. L. Stillson st 
7,8 W. of E. L, North st. 
5,ON. of S. L. University ave. 
Prom North St. to 
♦Gibbs st 
D 
4 
24,0 W. of E. L. Gibbs st 
5,7 N. of S. L. University ave. (E.) 
Prince St. 
University ave 
D 
6 
23,0 S. of N. L. University ave * 
7,5 E. of W. L. Scio st. 
N. E. cor. Scio st 
University ave 
University ave 
♦Main st 
D 
4 
22,5 S. of N. L. University ave 
3,5 W. of E. L. Scio st. 
D 
4 
23,6 W. of E. L. University ave 
14,6 S. of N. L. Main st. (E.) 
D 
16 
30,7 S. of N. L. Main st. (E.) 
7,1 E. of W. L. University ave. (S.) 
9,3 N. of S. L. Main st. (E.) 
University ave 
D 
4 
23,8 W. of E. L. University ave 
D 
6 
19,4 E. of W. L. Union st 
5,0 N. of S. L. University ave. 
N. W. cor. Alexander st 
University ave 
1) 
4 
24,8 S, of N. L. University ave 
3,5 E. of W. L. Alexander st. 
University ave 
D 
4 
24,0 S. of N. L. University ave 
5.2 E. of W. L. Prince st. 
S. W. cor. Prince st 
♦Prince st 
D 
6 
21,2 E. of W. L. Prii:ce st 
5,8 N. of S. L. University ave. (W.) 
Van Street 
S. E. cor. Alexander st 
Van st 
D 
4 
11,0 W. of E. L. Van st 
3,4 N. of S. L. Alexander st. 
(Not Extended,) 
Vienna Street, . .. 
Opp. S. W. cor. Hudson st... 
♦Hudson st 
D 
6 
22,1 W. of E. L. Hudson st 
4.8 N. of S. L. Vienna st, 
(Not Extended.) 
Vincent Place.. 
S. W. cor. St. Paul st 
Vincent PI 
D 
6 
39,0 S. of N. L. Vincent PI 
6,5 E. of W. L. St, Paul st. 
Vincent PI 
I) 
4 
22,5 N. of N. F. Building S. E. cor 
5,8 W. of E. L. Lake ave. 
N. E. cor. Lake ave 
♦Lake ave 
1) 
8 
8.4 N. of N. L. Smith st. 
5.4 N. of N. F. Building S. E. cor. 
D 
16 
30’5 W. of E. L. State st. (S.) 
D 
4 
13,6 N. of S. L. Vine st 
2,2 W. of E. L. East st. 
(Not Extended.) 
Wall Street 
S. E. cor. West ave 
Wall st 
D 
4 
21 0 W. of E. L. Wall st 
8,2 N. of S. L. West ave. 
(Not Extended.) 1 
Walnut Street.. .. 
S. E. cor. Magne st 
Walnut st 
D 
4 
19,8 W. of E. L. Walnut st 
6,8 N. of S. L. Magne st. (W.) 
(Not Extended.) 
Ward Street 
Opp. N. W. cor. Clinton st... 
♦Clinton st 
D 
12 
23,2 W. of E. L. Clinton st 
7,4 S. of N. L. Ward st. 
Ward st 
D 
8 
1819 S. of N. L. Ward st 
6,9 E. of W. L. Clinton st. (N.) 
♦Shamrock st 
D 
4 
12,5 W. of E. L. Shamrock st 
4,8 S. of N. L. Ward st. 
N. E. cor. Emmet st 
♦Emmet st 
D 
4 
18,0 W. of E. L. Emmet st 
3,3 S. of N. L. Ward st. 
TABLE No. 2—Continued. REPORT OF THE BOARD OF 
Name of Street. 
Location of Gate. 
Main Wherein, 
■ System. 
© 
.2 
m 
(in. 
CO-ORDINATES. 
Ward Street 
N. E. cor. St. Paul st 
Ward st 
D 
8 
16,8 S. of N. L. Ward st 
8 2 W. of E. L. St Paul st 
/p . • -i \ 
♦St. Paul st 
D 
6 
19 s. of S. L. Ward st. 
N. W. cor. Allen st 
Warehouse st 
D 
4 
7 7 S. of N. L. Allen st 
(Not Extended.) 
S. E. cor. Platt st 
♦Platt st 
D 
6 
18.0 N. of S. L. Platt st 
7,2 W. of E. L. Warehouse st. (N) 
N. Washington St. 
Opp. S. W. cor. Allen st 
♦Allen st 
D 
8 
2.3,9 S. of N. L. Allen st 
5,0 E. of W. L. Washington st. 
N. W. cor. Main st 
L» 
6 
12 8 S. of N. L. Main st (E) 
S. Washington St. 
f> 
4 
9,4 N. of S. L. Main st. (E) 
H 
4 
8,9 A. of 8. L. Main st. {E) 
D 
4 
D 
4 
D 
4 
WaHhirigton PI. .. 
D 
4 
In ter’n Monroe av.& Green st. 
Washington Place 
D 
12 
20,8 S. of N. F. Arsenalt 
11,6 W. of E. L. Clinton st.t 
Intern Monroe av.& Green st. 
♦Clinton st 
D 
4 
5,5 W. of E. L. Clinton at} 
18,4 S. of N. F. Arsenal.^ 
S. E. cor. Main st 
D 
4 
From Main St. to 
S. E. cor. Main st 
II 
6 
13,8 W. of E. L. Water st 
N. E. cor Main st . 
Water st 
H 
8 
16,8 W. of E. L. Water st 
6,2 8. of N. L. Mainst. (E, 
N. E. cor.. Main st 
D 
fj 
6 3 S. of N. L. Main st. 1E1 
N. E. cor. Andrews st 
Water st 
D 
6 
20,9 W. of E. L. Water st. (N) il'1.4 S. of N. L. Andrews st. (E) 
N. E. cor. Andrews st 
H 
8 
S. E. cor. Atwater st 
♦Atwater st 
D 
6 
13,0 N. of S. L. Atwater st..! I 
10,0 W.'of E. L. Water st. 
S. E. cor. Atwater st 
H 
8 
13.7 N. of S. L. Atwater .<?/ 
9 8 W nf F T. Water st 
Webster Street. .. 
Opp. N. W. cor. North st 
♦North st 
I) 
12 
25,0 W. of E. L. North st 19,0 S. of N. L. Webster st. 
I) 
8 
S. E. cor. Hudson at 
♦Hudson st 
D 
6 
40,3 E. of W. L. Hudson st 1 
4,5 N. of S. L. Webster st. 
Opp. S. E. cor. Hudson st 
♦Lat’l from Hudson st 
BoD 
6 
35,7 E. of W. L. Hudson st 20,7 N. of S. L. Webster st. 
D 
4 
Weld st 
D 
4 
18,0 S. of N. L. Weld st 
4,5 E. of W. L. Scio st. 
Scio St. 
tFirst ordinate parallel to Clinton st., and 2nd is at right angles to same. 
TFirst ordinate is at right angles to Clinton st., and 2nd is parallel to same. 
TABLE No. 2~ Continued. WATER COMMISSIONERS; -■ 
Name of Street. 
Location of Gate. 
Main Wherein. 
m 
6 
N 
$ 
(in.) 
CO-ORDINATES. 
Wentworth St. ... 
(Not Extended.) 
Wesley Street. 
Wentworth st 
D 
4 
12,0 W. of E. L. Wentworth st 
5,0 S. of N. L. West ave. 
N. W. cor. North ave 
Wesley st 
D 
4 
12,4 E. of W. L. Wesley st 
4,1 S. of N. L. North ave. 
(Not Extended.) 
West Vvenue. ... 
D 
6 
23,3 S. of N. L. West ave 
5.0 W. of E. L. Ford st. (N.) 
N. E. cor. Ford st 
S. E. cor. Trowbridge st. ... 
Opp. S. E. cor. Prospect st... 
♦Ford st 
L) 
2 
0,5 S. of N. L. West ave. 
7.0 N. of S. L. WTeet ave. (E.) 
i) 
• 4 
20,7 W. of E. L. Trowbridge st 
West ave 
♦Prospect st 
♦Litchfield st 
j) 
u 
8 
8 
23.8 S. of N. L. West ave IMfcfcv • 
18.3 W. of E. L. Prospect 
10,1 W. of E. L. Prospect st. 
7,0 N. of S. L. West ave. (W.) 
N. W. cor. Litchfield st 
L) 
1) 
4 
ti 
13,8 E. ot W. L. Litchfield st . 
18.7 W. of E. L. King st .. 
0,0 S. of N. L. W est ave. 
0,4 S. ofN. L. West ave. 
♦Reynolds st 
1) 
(i 
21,0 W. of E. L. Reynolds st M 
7.3 N. of S. L. West ave. (E.) 
7,0 S. of N. L. West ave. 
4.4 W. of E. L. Frances st. (S.) 
8,0 N. of S. L. West ave. (E.) 
♦Madison st 
D 
4 
12 
\YTest ave 
J) 
20,5 E. of W. L. Frances st 
1) 
Iti 
N. W. cor. Frances st 
♦Frances st 
D 
D 
16 
0,0 S. of N. L. West ave. 
5.3 E. of W. L. Frances st. (N.) 
12 
23,0 S. of N. L. West ave i 
N. E. cor. Wentworth st 
♦Wentworth st 
♦Wall st 
D 
I) 
4 
4 
12.0 W. qf E. L. Wentworth st .i 
21,0 W. of E. L. Wall st J 
22,5 S. of N. L. West ave 1 
5,0 S. of N. L. West ave. 
“8,2 N. of S. L. West ave. 
i) 
12 
72,3 E. of E. L. Genesee st. 
♦Brown st 
1) 
4 
12,5 W. of E. L. Brown st 
11.0 S. of N. L. West ave. 
♦Genesee st 
1) 
12 
23,5 W. of E. L. Genesee st 
8,5 N. of S. L. WTest ave. 
D 
12 
24,0 S. ot N. L. West ave. (E.) 
1,5 W. of W. L. Genesee st. 
D 
6 
22,0 W. of E. L. West st 
10,7 S. of N. L. Lyell st. 
(Not Extended.) 
White Street 
From Lakeave., 
East. 
1) 
4 
21,5 N. of S. L. White st. (E.) 
12,1 E. of W. L. Lake ave. (FT.) 
0,9 W. of E. L. Lake ave. (N.) 
White st 
II 
3 
19,2 N. of S. L. WThite st. (E.) 
D 
(i 
4,1 S. of N. L. Brown st 
18,8 W. of E. L. Wilder st. 
From Brown st. to 
N. W. cor. Tonawanda st.. . 
♦Tonawanda st 
i) 
4 
7,7 S. of N. L. Tonawanda st 
9,5 E. of W. L. WTilder st. 
1) 
(j 
18,2 S. of N. L. Wilder st. (W.) 
13,0 E. of W. L. Grape st. 
Grape st. 
William Street.... 
♦East ave 
D 
8 
22,0 N. of S. L. East ave 
3,8 E. of W. L. William st. 
I) 
4 
19,2 W. of E. L. W illiam st 
4.2 N. of S. L. East ave. 
D 
4 
30,2 S. of N. L. James st 
5,5 E. of W. L. William st. 
William st 
D 
0 
21,2 W. of E. L. William st 
4,6 S. of N. L. Court st. 
N. E. cor. Court st 
♦Court st 
D 
10 
30,5 N. of S. L. Court st 
8,2 W. of E. L. William st. (N.) 
TABLE No. 2—.Continued. REPORT OF THE BOARD OF WATER COMMISSIONERS. 
Name op Street. Location of Gate. 
Main Wherein. 
System. 
o5 
.2 
m 
(in.) 
CO-ORDINATES. 
William Street.... S. E. cor. Court st. 
(Continued.) S. E. cor. George st 
S. W. cor. George st 
N. E. cor. Monroe ave 
Woodbury Street. S. W. cor. North st 
(Not Extended.) 
Supply Pipe. Head of Graves st 
FromH’d of Graves Cor. Front and Main sts 
St., thro’ Graves, Front st. near Hay Market... 
Front, Mumford, Opp. Pump House 
State, Furnace, & 
Mill Sts. to Pump 
House. 
William st 
♦George st 
♦George st 
William st 
Woodbury st 
Supply Pipe 
Domes. & Sup’ly pipe. 
Later’l fr. Supply pipe 
Supply pipe 
D 
D 
D 
D 
D 
S P 
F C 
B O 
S P 
4 
4 
4 
4 
24 
10 
6 
24 
19,5 W. of E. L. William st 
19.4 N. of S. L. George st 
29.8 S. of N. L. George st*. 
19.9 W. of E. L. William st 
16,0 N. of S. L. Woodbury st 
16.5 E. of W. L. Graves st 
30.6 S. of N. L. Main st. (W.) 
31,2 E. of W. L. Front st 
17.6 N. of N. F. Greenwood’s Building; 
4,5 N. of S. L. Court st. 
3,7 W. of E. L. William st. 
5,0 E. of W. L. William st. 
4,2 S. of N. L. Monroe ave. (W.) 
6,7 E / of W. L. North st. 
4,1 N. of N. F. Bulkhead of Race. 
36,6 E. of E. F. Building N. W. cor. 
0,2 S. of N. F. Stalknecht’s Bldg. 
18,0 E. of W. F. Greenwood’s Bldg. 
SYSTEM. 
Number and Size op Gates. 
Totals. 
1 in. 2 in. 
in. 
8 in.| 4 in. 
6 in. 
8 i n. 
10 in.|12 in. 
16 in. 
20 in. 
24 in. 
2 7 
2 
4 ! 214 
190 
20 
63 
12 
3 j 36 
,...5.l....4. 
35 
4 
6 
3 
562 
80 
2 
13 
1 
3 
1 
1 
2 
4 
9 I 
1 
1 1... 
3 
1 
1 
Tots.’ 
2 I 7 
2 
4 247 
218 
75 
18 40 I 39 
9 
2 
663 
Noth— 661 of these are “Ludlow” gaits aim two of them are “Feet ’ gates. One of the “Peet” gates is 6 in. size and inserted in a Holly main ; the other 
is 4 in. in size and inserted in a Domestic main. 
SXJMMAriY OF STOP G-ATES. 
TABLE No. 2—Continued.