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ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR 1921
COMPLIMENTS OF
Joseph A. Rourke.
Commissioner of Public Works
PLEASE EXCHANGE
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR 1921
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CITY OF BOSTON
PRINTING DEPARTMENT
1922
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CONTENTS.
Part I.
REPORT OF THE COMMISSIONER
OF PUBLIC WORKS.
Appropriations 8
Appropriations, special 9
Contracts:
Artificial stone sidewalks,
rebate 36
Artificial stone sidewalks,
edgestones, etc 35
Ashes 49
Asphalt pavement 37
Asphalt concrete pave-
ment 38
Bitulithic pavement 39
Bituminous pavement, re-
pairing 40
Bridge work 30
Catch-basins, cleaning
same 48
Electric lighting 33
Ferry work 32
Gas, furnishing same 33
Gas, lighting streets with
same 33
Granite block pavement . . 40
Hired teams 27
In force, made in previous
years, Sanitary Service, 50
Miscellaneous, Sanitary
Service 50
Miscellaneous, Street
Cleaning Service 51
Miscellaneous, Water
Service 54
Offal 49
Sewerage works 42
Sheet asphalt pavement . . 37
Snow and ice 41
Water pipes, laying 52
Water pipes, relaying .... 52
Watering carts 51
Wood block pavement: ... 39
Employees 76
Expenditures 24
Expenditures, by items, seg-
regated budget 12
Financial statement 24
General review 2
Maintenance, comparative
table 25
Organization 1
Pavements, area of 57
Pavements, changes in 59
Pavements, length of 58
Pavements, miles of 60
Property, personal 61
Property, real 64
Rainfall 56
Revenue 26
Snowfall 56
Street mileage 59
Part II. — Appendix A.
Admin'stration expenses, Central Office .
PAGE
82
IV
Contents.
Appendix B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
(Bridge Service.)
(Page 83.)
PAGE
Appropriations, special 98
Appropriations, special, sum-
mary of 98
Bridges, work done on:
Arlington Street Bridge ... 83
Ashland Street Bridge .... 84
Bennington Street Bridge, 84
Charlestown and Warren
Bridges 84
Chelsea Bridge North .... 85
Clarendon Street Bridge . . 85
Columbus Avenue Bridge, 86
Dorchester Avenue 86
Dove- Street Bridge (over
Fort Point Channel) ... 86
Hyde Park Avenue Bridge
(over Mother Brook) ... 87
Massachusetts Avenue
Bridge 87
Meridian Street Bridge
Draw Span 88
New Allen Street Bridge,
Hyde Park 88
Public Garden Bridge .... 88
Sprague Street Bridge,
Hyde Park 88
Warren 89
West Glenwood Avenue
Bridge (over Mother
Brook, Hyde Park) 89
West Newton Street
Bridge (over New York,
New Haven & Hartford
Railroad) 89
City base, elevations and
datum 116
Drawtenders' houses 90
Drawtenders' report 115
PAGB
Elevations, city base 1 16
Expenditures 102
Expenditures, special appro-
priations 102
Expenditures, special appro-
priations, summary of . . 105
Financial statement 98
Fireboat Wharf, Northern
Avenue Bridge 91
Long Island Wharves 92
Public Landing 90
Roxbury Canal 90
Steamer "Monitor" 92
Strandway Beach, Strand-
way, South Boston .. . . 91
List of Bridges:
In charge of Bridge and
Ferry Division, Bridge
Service 106
In charge of Bridge and
Ferry Division and Park
and Recreation Depart-
ment 107
In charge of Park and
Recreation Department 108
Maintained by Metropoli-
tan Park Commission. . 110
Maintained by railroad
corporation 110
Maintained by United
States Government. ... 112
Of which Boston main-
tains the part within its
limits 108
Of which Boston main-
tains the wearing sur-
face 109
Contents.
List of Bridges:
Of which Boston pays a
part of the cost of main-
taining 108
Recapitulation of bridges. . . 112
PAGE
Repairs on bridges 100
Tides, highest and lowest
recorded 117
Width of bridge openings ... 113
Work done 83
(Ferry Service.)
(Page 118.)
PAGE
Appropriations 118
Appropriations, amount paid
from 124
Appropriations, comparison
of (five years) 120
Appropriations, special 125
Balance sheet 120
Comparative balance sheet
(five years) 122
Comparison of appropria-
tions, receipts and ex-
penditures (five years). . . . 122
Difference in travel between
ferries 128
PAGE
Expenditures 118
Expenditures, comparison of
(five years) 122
Expenditures and receipts
since 1858 124
Ferryboats 118
Financial statements 118
Receipts at each ferry 127
Receipts, compai ison of (five
years) 122
Ticket statement 127
Total travel on both ferries
(six years) 129
Work done 93
Appendix C.
REPORT OF THE DIVISION ENGINEER OF THE
HIGHWAY DIVISION.
General Review.
(Page 130.)
(Lighting Service.)
(Page 133.)
Arc lamps, total cost per
lamp, per annum 140
Defects 135
Electric lights, number and
kind of 135
Electric lights, cost of
Expenditures
Financial statement
Gas lamps, number and
kind of
PAGE
139
133
133
135
VI
Contents.
PAGE
Gas lamps, total cost per
lam]) per annum 138
Incandescent lamps, total
cost per lamp per annum, 141
Lamps, number of installed
during year 135
Lamps, discontinued 135
Lamps, repaired and altered, 136
PAGE
Number and style of lamps,
January 1, 1922 137
Outages on street lamps .... 137
Rebates 137
Repairs 136
Revenue 134
Work done 134
(Paving Service.)
(Page 142.)
PAGE
Artificial stone sidewalks.. . . 153
Asphalt, cost of patching
(ten years) :
Sicilian rock 467
Sheet asphalt 458
Summary of 471
Assessment streets, work
done on 156
Bituminous pavement:
Cost of patching (ten
years) 472
Summary of 476
Brick sidewalks, new, by
districts 284
Dirt and street cleanings
removed 285
Edgestone, new, by districts, 284
Electric light poles 289
Expenditures (summary and
detail) :
Granolithic sidewalks 172, 180
Highways, making of 172, 228
Washington street, West
Roxbury 172, 179
North Beacon street,
Brighton 172, 178
Stuart street 172, 179
Paving service 172
Reconstructing and repair-
ing streets by contract, 172, 189
Street improvements .... 172, 270
Expenditures, objects of. . 173
Expenditures, detail of . . . 174
Financial statement 171
General review 130
Granite blocks, streets paved
with, having a mainte-
nance guaranty
Income
Macadam streets, mainte-
nance of
Permits
Permits, revenue from
Plans for proposed work ....
Revenue
Smooth pavements, area of,
Smooth pavements, expira-
tion of guaranty
Snow and ice removed by
contract
Snow and ice removed by
districts by day labor . .
Snow, summary of volume
and cost of
Street numbering
Street openings
Streets:
Paved with asphalt on
macadam base
Paved with granite blocks
on concrete base
Paved with granite blocks,
maintenance of
Paved with asphalt con-
crete
Paved with bitulithic
Paved with wood block . . .
With smooth pavement,
expiration of guaranty,
With smooth pavement,
summary of
433
172
283
288
289
290
172
431
291
286
286
287
290
288
146
142
433
146
151
152
291
432
Contents.
vn
Work done
By contract, summary of,
By clay labor, summary of,
By department force, de-
tail of (between pages
272, 273).
Charged to maintenance . .
Charged to North Beacon
street, Brighton; Stuart
street and Washington
street, West Roxbury . .
Charged to granolithic
sidewalks, recapitula-
tion of
142
166
170
272
273
274
Work done :
Charged to highways,
making of, recapitula-
tion of 277
Charged to reconstructing
and repairing streets by
contract, recapitulation
of 274
Charged to street im-
provements, appropria-
tion, recapitulation of, 279
Charged to special appro-
priations, recapitulation
of 273
Appendix D.
REPORT OF THE DIVISION ENGINEER OF THE
SEWER AND SANITARY DIVISION.
(Sewer Service.)
(Page 477.)
Work done :
Catch-basins built, charged
to sewerage works
Catch -basins built, charged to
other sewer construction,
Catch-basins, c 1 e a n e d by
contract
Coal contracts, pumping sta-
tion (Supply Department),
Executions of court on ac-
count of land-takings. . . .
Expenditures:
Maintenance
Maintenance, detail of . . .
Maintenance, detail of,
recapitulation of
Sewerage works, detail of.
Sewerage works, loan
Financial statement
Horses, cost of maintaining. .
Land-takings, executions of
court
Manholes built charged to
sewerage works
505
505
493
492
502
483
487
491
494
495
482
511
502
503
512
Miles of sewers, February 1,
1922
Old Haibor improvement
expenditures 510
Pumping sewage, average
cost per million foot gal-
lons 514
501
513
Pumping station, Calf Past-
ure, work done
Pumping stations, equipment
of
Pumps, Calf Pasture, aver-
age lift and duty 515
Refuse, removing same from
gate house 516
Schedule of sewers built to
date 512
Sewers built by contract,
force account (between
pages 494, 495).
Sewers built by day labor,
force account (between
pages 494, 495).
Vlll
Contents.
Sewers built, charged to
sewerage works 495
Summary of sewer construc-
tion (twelve months) ... 512
Summary of sewer construc-
tion (five years) 512
Work done 477
Work in charge of division, 480
(Sanitary Service.)
(Page 517.)
PAGE
Appropriations 517
Ashes, collected by contract,
number of loads 525
Carts, capacity of 524
Carts, number of 529
Districts, map of 530
Expenditures, items of 519
Financial statement 517
Force employed on house
dirt and ashes 523
Force employed on house
offal 523
Force employed on waste and
rubbish 523
Horseshoeing 521
Income 517
Maintenance 517
Materials:
Amount expended on offal,
ashes and rubbish by
districts 522
Ashes and house dirt re-
moved (five years) 523
Collected by districts 526
Materials:
Cost of collecting and dis-
posing of refuse by con-
tract 528
Cost of collecting and dis-
posing of refuse by day
labor (between pages
528, 529).
Final disposition of 527
Garbage removed (5 years), 524
Number of loads collected
from February 1, 1916,
to January 26, 1922. .. . 524
Offal collected by con-
tract, number of loads. . 525
Waste and rubbish re-
moved (five years) 524
Refuse collected, detail of
(between pp. 528, 529).
Revenue 517
Sanitary districts 530
Shops 520
Weight of materials 526
Work done 478
Work done for other services, 518
(Street Cleaning and Oiling Service.)
(Page 531.
Cost of watering streets by
districts 539
Expenditures, distribution of, 535
Expenditures, items of 531
Financial statement 531
Flushing streets 535
Horses, cost of maintenance, 537
Horses, distribution of 537
Macadam streets, cost of
oiling 538
Oil purchased, number of
gallons and cost of 539
Contents.
ix
Snow removed, cost of
PAGE
536
Streets:
PAG»
Streets:
Area watered and cost per
square yard
Cleaned, total cost of (be-
tween pages 536, 537).
539
Swept by machines (be-
tween pages 536, 537).
Treated with oil, cost of. .
Watered, cost by districts,
Work done
538
539
539
478
Appendix E.
REPORT OF THE DIVISION ENGINEER OF THE
WATER DIVISION.
(Water Service.)
(Page 540.)
PAGE
Abatements 551
Automobiles, cost of opera-
ting 548
Construction, cost of 547
Consumption of water 588
Distribution of mains and
services 588
Elevators 551
Expenditures 543
Expenditures, detail of 544
Expenditures, comparison of, 546 £
Financial statement 543
Fire pipes 551
Fountain repairs 569
Fountains established and
abandoned 570
Fountains, number of 563
Hydrants, blow-off and reser-
voir pipes 560
Hydrant repairs 565
Hydrants, total number of,
January 31, 1922 561
Hydrants, total number and
kind of, established and
abandoned 565
PAGE
Income branch 551
Main pipe, cost of extension, 578
Main pipe, cost of replacing, 582
Main pipe, cost of relocation, 587
Main pipe line and valves in
same 559
Main pipe work, mainte-
nance of 564
Meter branch 552
Meter repairs 552
Meters:
Applied 557
Changed 556
Changes, reasons for 557
Condemned 555
In service, January 31,
1922 554
Installed 552
On hand January 31, 1922, 553
Purchased 554
Repaired 555
Set 571
Motors 551
Receipts 543
Receipts, comparison of 546 \
Contents.
PAGE
Revenue 543
Service pipes:
Abandoned and plugged . . 567
Cost of laying 567
Cost of laying, detail of. . . 568
Laid and abandoned 566
Maintenance of 564
Repairs, cost of 569
Total number and lengths
of 562
Shops, work done in:
Blacksmith 574
Carpenter 575
Machine 573
Plumbing 576
Miscellaneous 577
Water:
Average monthly heights at
different stations (be-
tween pages 586, 587).
Debt 547
Sinking fund 547
Water pipes, total length of, 559
Water pipes, established and
abandoned 570
Water post, repairs 571
Water rates, comparative
statement 551
Water, consumption of 588
Water, turning off and on. . . 552
Waste, prevention of 558
Work done 540
Work done, detail of 540
(High Pressure Fire Service.)
(Page 589.)
PAGE (
Expenditures 593 Work done .
Financial statement 593
PAGE
589
Appendix F.
REPORT OF THE BOSTON AND CAMBRIDGE
BRIDGE COMMISSON.
(Page 594.)
Bridges in charge of com-
mission 594
Draw openings 597
Drawtenders' report 598
Expenditures 596
Work done 594
DOCUMENT NUMBERS OF ANNUAL REPORTS.
(Page 599.)
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Public Wokks Department
1921
ANNUAL REPORT
PUBLIC WORKS DEPARTMENT
YEAR ENDING JANUARY 31, 1922.
Boston, February 1, 1922.
Hon. Andrew J. Peters,
Mayor of the City of Boston:
Sir, — In compliance with Revised Ordinances the
annual report of the operations and expenses of the
Public Works Department for the year ending January
31, 1922, is respectfully submitted. The Public Works
Department, created by Ordinances 1910, chapter 9,
now chapter 28 of the Revised Ordinances of 1914, was
formed by consolidating the Engineering, Water and
Street Departments.
Organization.
The department is composed of five main divisions,
viz.:
Central Office. — The Central Office is composed of
the accounting force of the entire department under the
charge of the secretary and chief clerk.
Bridge and Ferry Division. — This division, under a
division engineer, has the charge and care of all bridges
used as highways which are in whole, or in part, under
2 City Document No. 22.
the control of the city; the care and management of the
ferries owned by the city, including boats, slips, drops
and buildings.
Note. — The Boston and Cambridge Division, so
called, is not strictly speaking a division of the Public
Works Department, as this work is in charge of a com-
mission of two, one member appointed by the Mayor of
Boston and the other by the Mayor of Cambridge,
under the provisions of chapter 412 of the Acts of 1904;
but because of the fact that the present Commissioner
of Public Works is the Boston member of this commis-
sion and also because one half of the expense of this
commission is defrayed by the Bridge Service, it is in
this report treated as a division of this department.
Highway Division. — This division, under a division
engineer, has the care of the construction, reconstruc-
tion and maintenance of roadways and sidewalks; the
care of lamps and the lighting of streets, parks and alleys.
Sewer and Sanitary Division. — This division, under
a division engineer, has charge of the construction of
sewers, catch-basins and waterways; the collection of
and removal of ashes, garbage, refuse, street cleaning
and the oiling and watering of streets.
Water Division. — This division, under a division
engineer, has the care of water pipes, installation of
meters, water service, laying and relaying of water
mains and the high pressure fire service.
Review.
A brief summary of the principal activities of the
Public Works Department during the year ending
January 31, 1922, follows:
Bridge Service.
A new steel deck girder bridge, encased in concrete,
was constructed in Ashland street, West Roxbury, over
the New York, New Haven & Hartford Railroad.
A new steel bridge, encased in concrete, was con-
structed on Clarendon street, over the New York, New
Haven & Hartford and Boston & Albany Railroads.
A new bridge of reinforced concrete has been con-
structed on Hyde Park avenue, over Mother brook,
Hyde Park.
A new footbridge has been built in the Public Garden,
for the Park Department, under the supervision and
direction of this department.
Public Works Department. 3
A section of the Dover Street Bridge on the Boston
side, which had been destroyed by fire last August, has
been entirely reconstructed, the work being done by the
day labor force of the Boston Transit Department.
Appropriations have been provided for the construc-
tion of a new bascule bridge between Boston and Chelsea
in place of the existing temporary pile bridge which was
constructed about nine years ago.
The bridge over the Boston & Albany Railroad at
Cambridge street, Allston, will be rebuilt during 1922.
Ferry Service.
Two new steel ferryboats, the "Lieutenant Flah-
erty" and the " Ralph J. Palumbo, " have been built
and are now in commission. They have been equipped
with special pumps and nozzles for assisting the Fire
Department in the event of waterfront fires.
The ferryboat "Noddle Island" had its machinery
completely overhauled and repaired and a new super-
structure built providing for four lines of roadway traffic.
As a result of the large appropriation you have author-
ized for the rehabilitation of the Ferry Service, we now
have seven boats with a teaming capacity of more than
one hundred per cent of that provided heretofore.
Two old ferryboats, the "D. D. Kelly" and
"General Hancock," which were unfit for further
service, have been sold.
Designs have been completed, and we are now ready
to advertise for proposals for the reconstruction of two
ferry entrances providing for two lines of traffic entering
and leaving the boats, in place of the existing roadway
which permits only a single line of traffic with the con-
sequent delays caused thereby.
Engineering parties from this department have been
loaned to the Institutions, Fire, Hospital and Public
Buildings Department, and an appreciable saving in the
cost of engineering work has been accomplished.
A new wall was constructed along the line of the
Roxbury canal where the old bulkhead and walls had
collapsed in the rear of the Paving, Sanitary, Sewer and
Water yards and the City Hospital, and the canal
dredged to allow larger barges to deliver coal to the
hospital at a saving of approximately $1 per ton per
year on coal for the Hospital Department.
4 City Document No. 22.
Paving Service.
In the Highway Division we have continued your
policy of reconstructing the main traffic arteries to the
suburban sections of the city, as well as the heavy
traffic business streets in the city proper. Among the
more important highways are:
Chelsea street, Charlestown, widening.
Chelsea street, from Maverick square to Day square,
East Boston.
Dorchester street, from Broadway to Eighth street,
South Boston.
Dorchester avenue, from Fields corner to Peabody
square, Dorchester.
Morton street, from Harvard to Canterbury street,
Dorchester.
Washington street, from Roslindale square to West
Roxbury parkway, West Roxbury.
Walnut avenue and Sigourney street, from Columbus
avenue to Glen road, Roxbury.
Columbus avenue, from Roxbmy Crossing to Seaver
street, Roxbury.
Centre street, from Columbus avenue to Green street,
Jamaica Plain.
Green street, from Centre to Call streets, Jamaica
Plain.
Centre street, from Allandale street to Spring street,
West Roxbury.
Beech street, from Centre street to Poplar street, West
Roxbury.
Portland street, from Hanover to Causeway streets,
city proper.
Merrimac street, from Haymarket square to Portland
street, city proper.
Friend street, from Union to Causeway streets, city
proper.
Richmond street, from Hanover street to Atlantic
avenue, city proper.
Market street, Brighton, from Washington street to
Western avenue.
Cambridge street, from Charles river to the Boston
& Albany Railroad bridge, Brighton.
Hyde Park avenue from Clarendon Hills to Cleary
square, Hyde Park. River street, from the railroad
bridge to Fairmount avenue, Hyde Park. Charles
street, from Beacon to Cambridge streets, city proper —
street widened to 80 feet and permanently paved.
Public Works Department. 5
Chestnut Hill avenue, from Beacon street to Com-
monwealth avenue — widened to 80 feet. In this con-
nection the area between Beacon street and the Brook-
line line was completed with a reserved area providing
a 65-foot roadway around Cleveland circle.
Poplar street, from Roslindale to Hyde Park line.
The widening of North Beacon street, from Market
street to the Watertown line, Brighton.
Construction of Stuart street, from Huntington avenue
to Washington street, city proper.
Construction of a new roadway through Franklin
Park, from Morton street to the Arborway.
Sewer Service.
Approximately 22,000 linear feet of sewers and surface
drains have been constructed, the most important of
which are:
Roslindale branch of Stony brook.
Muddy river conduit in Brookline avenue, Roxbury.
Rebuilding of the old wooden sewer in Chatham
street, city proper.
Extending the Lubec street overflow in East Boston.
Necessary sewers for the widening of Chelsea street,
Charlestown.
Construction of sanitary sewer in Parker avenue and
North Harvard street, Brighton.
Extension of the Farragut road overflow, South
Boston.
Construction of a sewer for the relief of the City Point
section of South Boston, where floodings had occurred
for years.
Pumping engine No. 5 at the Calf Pasture pumping
station has been completely overhauled at an expense
of approximately $100,000.
Street Cleaning Service.
A new Elgin motor-driven pick-up machine has been
purchased; and by the use of car sprinklers and motor-
driven flushers a more sanitary method of cleaning
streets has been made possible, particularly in the down-
town section and on the main arteries.
Sanitary Service.
The City Council awarded to Coleman Brothers, Inc.,
the lowest bidder, after public advertisement, a contract
0 City Document No. 22.
for the disposal of ashes, garbage, and refuse for a period
of ten years commencing July 1, 1922, at a total cost of
$3,795,000.
Water Division.
Approximately 50,000 linear feet of water pipe were
relaid throughout the city. The mains taken out were
small and nearly filled up. Their replacement with
larger mains has made a notable improvement in the
supply of water for household and fire purposes.
About 2,500 feet of 24-inch pipe, laid in 1885, in Per-
kins street, West Roxbury, were relaid with 36-inch
pipe. This work is the first step in a plan to afford an
adequate second high service supply from the Metro-
politan mains.
The 36-inch high service main in Harrison avenue has
been completed over the railroad bridge near Broadway,
greatly improving the high service supply to the high
value district of the city proper.
Six and one-half miles of old mains were cleaned in
East Boston and Brighton, the carrying capacity of
which had been greatly reduced by filling up. Their
restoration to the original size of the pipe provides a
great improvement in the supply, particularly for fire
protection.
In cooperation with the United States Government, a
much needed improvement has been made in the fire-
fighting facilities at the United States Public Health
Service Hospital in West Roxbury.
Pitometer waste surveys have been completed of
the South Boston distribution system, a portion of the
South End system, the high service system in the city
proper, Roxbury and the greater portion of Dorchester,
and a portion of the low service system of the city
proper. Work is now in progress on a section of the
low service system of Roxbury and the Back Bay. A
large number of leaks have been located and stopped,
with an appreciable decrease in the cost to the city
for consumption.
The work of installing meters, in compliance with
the statute, has been carried on. Approximately 3,000
new water meters were installed during the year.
High Pressure Fire Service.
The two pumping stations of the High Pressure Fire
Service have been completed and were placed in opera-
Public Works Department. 7
tion last November. One in the Edison station on
Atlantic avenue, opposite Pearl street, is equipped
with two electrically-driven, 4-stage centrifugal pumps,
each of a capacity of 3,000 gallons per minute, at 300
pounds pressure. The equipment in the Lincoln Power
Station of the Boston Elevated Railway Company con-
sists of two steam turbine-driven, 3-stage centrifugal
pumps, each of a capacity of 3,000 gallons per minute,
at 300 pounds pressure.
During the year over 4,000 linear feet of 12-inch,
16-inch and 20-inch high pressure pipe were laid in
extending the system and twenty-one new hydrants
were established.
In submitting the final report of my service as Com-
missioner of Public Works, I beg leave to express to
your Honor my deep appreciation of the constant
support and assistance which you have so generously
and whole-heartedly given to me.
Your administration covered the most trying period
in the history of the city, when the Federal require-
ments during the World War necessitated the abandon-
ment of important activities of this department in
particular. Nevertheless a radical improvement has
been made under your direction in every branch of this
department. Practically every official and employee
ranking below the division heads has received a gen-
erous increase in salary or wages. Unnecessary posi-
tions have been abolished without entailing hardship
through the discharge of superannuated employees, and
invariably promotions have been made on merit with
due regard for seniority and with no consideration on
account of political preferment. In my opinion the
morale of the department has greatly benefited by your
courteous and generous treatment of the employees.
I desire also to express my appreciation of the loyal
support of the great majority of the supervisory officials
and employees who withstood the temptations for
greatly increased compensation in other fields. With-
out their loyalty, the various activities of this depart-
ment would have been seriously hampered.
Respectfully submitted,
Thomas F. Sullivan,
Commissioner of Public Works.
City Document No. 22.
Appropriations.
The money assigned for the work of the Public Works
Department during the year February 1, 1921, to Jan-
uary 1, 1922, was made available from the following
sources :
First. — Maintenance appropriation, derived from the
income of the city raised by taxation. In December,
1920, the department estimates of the money necessary
for the different services were submitted to the Mayor.
The estimates were made in segregated form to the
Mayor, who made such allowance for each item in the
budget as he considered necessary and submitted them
to the City Council. The total maintenance appropri-
ations as passed by the City Council and approved by
the Mayor are shown below. On another page will be
found the total expenditures by each service for each
item in the segregated budget :
Central Office .
Bridge Service .
Ferry Service .
Lighting Service
Paving Service
Sanitary Service
Street Cleaning and
Sewer Service .
Water Service .
Total .
Oiling Service
$88,634 20
432,769 22
501,856 57
727,688 20
1,278,474 40
1,507,256 63
954,656 80
607,430 67
1,286,239 46
57,385,006 15
* Boston and Cambridge Bridges.
Second.- — Loan inside the debt limit for building new
streets assessable on abutting property authorized by
chapter 393 of the Acts of 1906. (Paving Service.)
Amount expended during the year
$761,550 39
Third. — Loan inside the debt limit under the pro-
visions of chapter 426 of the Acts of 1897, as amended
by chapter 204 of the Acts of 1908, from which all sewage
works are now built. (Sewerage Works — Sewer Service.)
Balance Februarv 1, 1921 $295,615 71
Loan 1,000,000 00
Total
Expended during the year
Balance January 31, 1922
1,295,615 71
974,138 27
$321,477 74
* Paid by Bridge Service and included in that appropriation.
Public Works Department. 9
Fourth. — High Pressure Fire Service. (Water Serv-
ice.)
Balance February 1, 1921 $279,019 38
Loan inside debt limit 120,000 00
$399,019 38
Expended during the year 322,824 41
Balance January 31, 1922 .... $76,194 97
Fifth. — Chelsea Bridge South. (Bridge Service.)
Balance February 1, 1921 $14,867 54
Loan inside debt limit * 600,000 00
$614,867 54
Expended during the year 3,142 12
Balance January 31, 1922 .... $611,725 42
Sixth. — Dover Street Bridge, rebuilding. (Bridge
Service.)
Loan inside the debt limit $40,000 00
Expended during the year 17,317 54
Balance January 31, 1922 $22,682 46
Seventh. — Hyde Park Avenue Bridge. (Bridge Serv-
ice.)
Loan inside debt limit $20,000 00
Expended during the year 5,902 04
$14,097 96
Eighth. — North Beacon street, Brighton. (Paving
Service.)
Loan inside debt limit $125,000 00
Expended during the year t 28,221 79
$96,778 21
Special Appropriations.
Ashland Street Bridge, Reconstruction. (Bridge Service.)
Balance February 1, 1921 $63,567 49
Expended during the year 56,274 15
Unexpended balance January 31, 1922 . $7,293 34
* Authorized but not issued, $000,000.
t Includes payment made by Board of Street Commissioners.
10 City Document No. 22.
Bridge Repairs, Etc. (Bridge Service.)
Balance February 1, 1921 $28,753 79
Appropriation from taxes . . . 90,000 00
Revenue 12,548 70
Total $131,302 49
Expended during the year 101,934 88
Unexpended balance January 31, 1922 . $29,367^61
Brookline Avenue Bridge. (Bridge Service.)
Balance February 1, 1921 $713 91
Transferred from power and heating plant, Deer
Island 3,946 09
Total $4,660 00
Expended during the year . ., . . . 4,660 00
* Granite Avenue Bridge. (Bridge Service.)
Appropriation from taxes $2,858 56
Expended during the year 2,809 60
Unexpended balance transferred to City
Treasury $48 96
Sea Wall, Etc., Roxbury Canal. (Bridge Service.)
Balance February 1, 1921 $109,492 69
Loan issued 80,000 00
Total $189,492 69
Expended during the year 95,040 53
Unexpended balance January 31, 1921 . $94,452 16
East Boston Ferry, Improvements, Etc. (Ferry Service.)
Balance February 1, 1921 $343,399 29
Loan issued (authorized in 1920 but not issued)
outside the debt limit 500,000 00
Total $843,399 29
Expended during the year 582,783 16
$260,616 13
Ferryboat "Noddle Island." (Ferry Service.)
Balance February 1, 1921 $100,323 38
Expended during the year . ... 98,754 21
$1,569 17
* Maintained jointly by Suffolk County and town of Milton.
Public Works Department. 11
Ferryboats, Repairs, Etc. (Ferry Service.)
Balance February 1, 1921 $3,359 68
Expended during the year 2,013 25
,346 43
Granolithic Sidewalks. (Paving Service.)
Appropriation from taxes $50,000 00
Expended during the year 49,992 82
Unexpended balance January 31, 1922 . $0 18
Reconstructing and Repairing Streets by Contract.
(Paving Service.)
Balance February 1, 1921 $181,749 86
Appropriation from taxes 750,000 00
Total $931,749 86
Expended during the year 880,464 34
Unexpended balance January 31, 1922 . $51,285 52
Street Improvements. (Paving Service.)
Appropriation from taxes $290,000 00
Transfer from Paving Service . . . . 711 40
Total $290,711 40
Expended during the year 290,711 40
Washington Street, West Roxbury. (Paving Service.)
Appropriation from taxes $100,000 00
Expended during the year 63,877 87
Unexpended balance January 31, 1922 . $36,122 13
Stuart Street. (Chapter 312, Acts of 1920 and Chapter 407,
Acts of 1921.) (Paving Service.)
Expended during the year $1,361 53
Old Harbor Improvement. (Sewer Service.)
Balance February 1, 1921 .... $3383
Loan issued (authorized in 1920 but not issued) . 90,000 00
Total $90,033 83
Expended during the year 58,852 93
$31,180 90
12
City Document No. 22.
Expenditures Under the Maintenance Appropriation of
From February 1, 1921,
Group and Item.
Central Office.
Bridge.
Ferry.
A. Personal Service as per Schedule A:
$83,608 62
$313,513 49
10,526 48
3,783 79
$277,107 56
11,563 20
5,629 17
B. Service Other than Personal:
994 70
221 04
571 62
117 60
62 65
545 54
1 07
223 50
4 00
104 45
120 05
90 75
286 69
3,406 67
7. Heat
2,350 40
9,816 99
4,735 76
36 74
40 70
6 00
9 85
579 31
85 00
167 11
2,128 85
284 40
15. Motorless vehicle repairs
256 77
16. Care of horses
17. Care of persons
13 80
36 00
20. Disposal of ashes, dirt and garbage
22. Medical
44 50
28 10
24. Blacksmith
1,197 91
26. Protective and preventive
27. Testing materials and supplies
28. Expert and architect
29. Stenographic, copying and indexing
87 06
31. Extermination of insects
32. Towing
490 00
Public Works Department.
13
the Several Services by Items of the Segregated Budget,
to January 31, 1922.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$6,123 20
$792,870 99
3,859 50
15,878 65
$757,728 16
11,095 00
9,529 97
1,246 95
122 44
78 70
511 56
11 00
124,724 17
$595,344 77
$324,869 52
4,523 61
8,804 94
108 70
247 92
50 60
1,929 62
92 06
950 36
207 62
5,054 03
$676,342 12
$3,827,508 43
41,577 79
28,194 83
15,489 94
223 49
544 70
158 85
6,079 15
144 70
234 50
87,311 29
3,145 46
30 00
500 52
67 10
1,093 61
70 59
36,937 46
177 10
28 00
104 41
180 34
114,888 42
1.965 32
549 75
22 70
10,497 39
786 45
281,365 08
2,558 02
709,782 44
1,435 20
4,451 90
313 40
2,079 39
737,669 11
3,934 00
1,020 00
1,900 00
931 73
1,399 64
9,262 81
9 00
1,695 44
6,201 53
571 28
3 00
770 93
1,565 41
2,318 81
12 50
1,659 68
2,600 77
17 10
115 50
559 25
2,580 45
5,905 95
791 90
1,102 84
176 61
5,938 56
228 10
16,987 26
9,246 52
152 05
129 10
335,791 46
144,384 05
110 40
69,250 16
45 50
29 20
69,720 71
335,836 96
94 50
74,756 50
423 15
354 00
1,644 30
218 85
144,697 40
74,756 50
305 00
534 59
36 85
94 00
264 60
47 94
40 00
42 00
346 86
46 00
23 04
980 75
1,218 19
3,273 86
1,334 93
1,334 93
2,000 00
500 00
2,500 00
87 66
400 00
890 00
14
City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central Office. Bridge
Ferry.
B. Service Other than Personal:
34. Jurors
35. Fees, service of venires, etc.. . .
30. Boiler inspection
37. Photographic and blueprinting.
38. Burial
39. General plant
40. Harness, etc., repairs
41. Horseshoeing and clipping
42. Repair of streets
C. Equipment:
1. Apparatus, cable, wire, etc. . . .
2. Machinery
3. Electrical.
4. Motor vehicles
5. Motorless vehicles
6. Stable
7. Furniture and fittings
8. Educational and recreational . .
9. Office
10. Library
11. Marine
12. Medical, surgical, laboratory.. .
13. Tools and instruments
14. Live stock
15. Sanitary
16. Wearing apparel
17. General plant
18
19
D. Supplies:
1. Office
2. Food and ice
3. Fuel
4. Forage and animal
5. Medical, surgical, laboratory. .
0. Library
7. Veterinary
$10 00
117 40
526 71
1,600 12
510 68
23 00
23,099 96
3,359 07
2 03
850 38
232 31
$20 00
76,287 10
729 77
2,339 71
299 25
9 00
1,674 05
1,407 29
115 20
61 44
5,267 10
84,705 66
Public Works Department.
15
Several Services by Items of the Segregated Budget. — Continued.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$10 00
$609 00
60 00
$70 00
$600 00
$133 45
52 00
$274 75
$1,726 88
3,601 42
10,179 35
293 30
5,929 96
3,193 69
3,379 67
5,271 55
18,722 62
32 35
502 05
462 51
59,456 05
25
595 60
27,715 59
196,115 12
325 ^0
6,757 41
4,873 60
18,658 62
31,371 79
17,968 62
17 968 69
105 25
12,354 64
105 25
495 23
6,553 13
1,733 22
4,442 60
2,750 55
68 22
12,079 30
226 10
2,761 14
66 81
3,155 67
155 75
538 18
40,256 97
4,824 45
7,193 62
274 13
1,110 50
101 71
33 25
34 76
618 50
168 50
1,297 21
2,334 21
729 77
7,545 62
2,430 00
1,987 19
14,060 00
7,673 15
12,760 00
1,671 08
150 00
34,374 88
56,442 11
29,400 00
6 35
217 83
20 58
109 17
545 62
649 27
2,219 50
202 22
78 15
1,286 84
4,379 83
1,077 42
169 12
8,246 80
371 52
' 15,577 22
21,840 27
1,940 56
119 6S
5,401 95
43,668 61
2,038 62
9 99
887 08
44,207 04
2,451 20
203 70
98,328 01
4,455 40
11 92
8,962 66
58 14
4,738 79
5,608 55
28,490 42
939 67
214,905 81
119,785 87
276 43
238 70
93 86
608 99
It)
City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central Office.
Bridge.
Ferry.
D. Supplies. — Continued.
SI 20
$72 76
$557 21
425 30
1,668 78
12. Military .
7 20
182 70
1,192 00
3,953 44
17
18
E. Materials:
209 75
245 15
34,372 49
10,623 81
6. Water
342 41
500 90
10. Electrical
741 22
19 88
14
F. Special Items:
6. Military
4,401 25
7,602 26
8. State and military aid, soldiers' relief and
Public Works Department. 17
Several Services by Items of the Segregated Budget. — Continued,
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$115 08
$130 72
$91 37
$204 18
$142 92
$1,315 50
$191 92
2,558 57
764 63
3,699 24
1,772 42
9,664 23
20,745 09
188 65
84 25
39 75
125 69
14 75
642 99
3,948 61
629 67
1,847 25
3,579 39
7,566 24
22,716 60
1,048 82
200,135 48
388 59
28 85
38,159 89
3,039 54
162 94
5,123 64
238,295 37
34,372 49
10,623 81
6,750 84
6,750 84
255,617 90
255,617 90
342 41
138 48
95 52
1 40
1,375 60
717 91
3,571 03
14,715 77
21,128 62
10,195 91
1,402 25
4,718 47
52,180 90
4,459 50
4,459 50
360 00
32,337 16
15,772 68
12,023 14
13,526 88
25,655 87
111,679 24
18
City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central Office.
Bridge.
Ferry.
F.
Special Items. — Concluded.
10. Mothers' aid
$728 00
12. Contracts for construction where money is
G.
Incidental Expenditures to Cover Contingen-
cies other than Personal Service:
Totals
$88,308 02
$420,588 82
$496,836 35
Public Works Department.
19
Several Services by Items of the Segregated Budget. — Concluded.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Totals.
$5,009 98
$12,640 60
$4,858 86
$2,768 00
$1,297 72
55,079 92
$30,303 16
55,079 92
$722,091 55
$1,287,913 15
$1,536,633 27
$916,061 41
$607,043 15
$1,232,418 76
$7,307,894 48
20
City Document No. 22.
Expenditures Under the Maintenance Appropriation of
From February 1, 1921,
Group and Item.
Central.
Bridge.
Ferry.
1. Commissioner
2. Division engineers
3. Engineers in charge
4. Secretary and chief clerk. . . ,
5. Clerks and stenographers . . .
6. Messengers
7. Chief engineer (civil)
8. Assistant engineers (civil) . . .
9. Draughtsmen
10. Instrumentmen
Hi Rodmen
12. Inspectors
13. Foremen
14. Subforemen
15. Investigator
16. Address printer
17. Blueprinters
18. Boys
19. Chauffeurs
20. Cement testers
21. Chief inspectors
22. Chemist and assistant
23. Claim agent
24. Cashiers
25. Constable
26. Coalpassers
27. Captains
28. Drawtenders and assistants .
29. Deckhands
30. Engineers (steam)
31. Electricians
32. Emergen cymen
33. Firemen (see oilers)
34. Feeders
35. Gatemen (ferry)
36. General foreman
37. Janitresses
$9,000 00
$3,750 00
3,988 92
54,661 39
3,506 11
3,225 00
3,988 92
1,055 15
1,404 00
4,291 04
1,994 20
217,004 23
1,724 80
14,266 33
7,054 57
4,575 20
2,577 12
3,124 18
5,096 50
6,669 00
1,747 20
$1,250 00
1,123 36
351 00
1,994 20
27,791 66
30,809 79
27,225 00
21,503 96
2,792 40
4,980 00
Public Works Department.
21
The Several Services by Items of the Segregated Budget,
to January 31, 1922.
Lighting.
Paving.
Sanitary.
Street
Cleaning.
Sewer.
Water.
Total.
$9,000 00
$1,250 00
$3,750 00
750 00
$1,666 67
$1,666 66
$1,666 67
1,745 12
$5,000 00
3,500 00
20,000 00
5,995 12
3,988 92
161,066 44
1,196 52
3,323 20
21,512 05
2,342 75
1,079 40
4,552 36
68,965 82
1,196 52
6,044 65
544 52
3,821 28
2,599 91
36,438 86
57,963 76
6,197 27
4,443 88
10,490 48
2,029 69
34,625 06
6,670 32
11,621 49
3,562 98
7,359 65
1,179 24
46,867 61
24,813 88
1,390 50
41,354 74
15,605 95
26,246 61
8,385 96
244,344 92
136,730 36
6,487 00
63,394 22
24,911 52
59,894 99
22,370 88
2,084 90
2,084 90
3,988 92
1,593 35
47,288 33
4 291 04
538 20
5,616 00
1,550 00
3,834 00
6,671 25
7,020 00
14,173 08
1,994 20
1,994 20
337 49
337 49
1,994 20
1,994 20
3,386 56
11,619 98
27,791 66
217,004 23
30,809 79
59,227 12
4,869 20
17,068 50
1,994 20
1,392 36
11,619 98
19,567 96
10,874 16
1,397 20
1,560 00
17,068 50
5,194 50
3,978 00
9,172 50
21,503 96
7,379 84
4,980 00
4,587 44
1
22
City Document No. 22.
Expenditures Under the Maintenance Appropriation of the
Group and Item.
Central.
Bridge.
Ferry.
39. Laborers, janitors, teamsters, watchmen, stable-
$11,582 00
27,340 00
$18,421 30
23,879 00
166 69
83 33
73,221 50
19,370 15
5,076 76
1,396 20
53. Tollmen
19,167 51
$83,608 62
$313,513 49
10,526 48
3,783 79
$277,107 56
11,573 20
5,629 17
Totals
$83,608 62
$327,823 76
$294,309 93
Public Works Department.
Several Services by Items of the Segregated Budget. — Concluded.
23
Lighting.
Paving.
Sanitary.
Street.
Cleaning.
Sewer.
Water.
Totals.
$460,563 73
157,0:; 7 75
$597,136 33
45,295 74
$405,888 50
$105,268 22
15,230 50
18,049 40
$233,059 75
157,914 13
2,059 20
36,644 27
500 00
2,770 00
$1,921,919 83
426,697 12
20,108 60
36,644 27
333 32
6,383 84
1,083 33
749 97
83 33
58,036 00
2,999 97
140,411 34
19,370 15
2,808 00
2,808 00
16,357 64
16,357 64
2,592 72
1,745 12
1,745 12
1,959 73
1,595 36
6,590 24
1,313 25
988 00
13,119 45
1,595 36
3,238 81
9,829 05
1,413 36
4,122 81
988 00
19,167 51
596 67
887 50
4,438 72
2,991 04
1,300 00
224 99
520 84
3,525 00
4,438 72
1,296 36
4,287 40
m
1,743 20
5,730 35
3,120 00
1,743 20
2,592 72
4,373 44
765 00
12,696 51
3,885 00
$6,123 20
$792,870 99
3,859 50
6,188 01
9,690 64
$757,728 16
11,095 00
8,673 09
856 88
$595,344 77
$324,869 52
4,523 61
6,857 08
1,947 86
$676,342 12
$3,827,508 43
41,577 79
7,258 29
20,936 54
9,713 02
5,776 92
48,102 45
39,208 84
56,123 20
$812,609 14
$778,353 13
$623,539 60
$338,198 07
$691,832 06
$3,956,397 51
24
City Document No. 22.
Financial Statement of the Public Works Department, Maintenance, February 1, 1921,
to January 31, 1922.
Divisions and Services.
Appropria-
tions.
1921-22.
Transfers
to.
Transfers
from.
Total
Credits.
Expenditures,
1921-22.
Balances,
January 31,
1922.
$88,634 20
432,769 22
501,856 57
727,688 20
1,278,474 40
1,507,256 63
954,656 80
607,430 67
1,286,239 46
$88,634 20
429,662 27
504,963 52
722,091 55
1,289,183 80
1,538,047 98
918,041 30
607,430 67
1,286,239 46
$88,308 02
420,588 82
496,836 35
722,091 55
1,287,913 15
1,536,633 27
916,061 41
607,043 15
1,232,418 76
$326 18
$3,106 95
11,420 80
30,791 35
$3,106 95
9,073 45
8.127 17
5,596 65
711 40
1,270 65
1,414 71
Street Cleaning and Oiling
36,615 50
1,979 89
387 52
53,820 70
Totals
$7,385,006 15
$45,319 10
$46,030 50
$7,384,294 75 $7,307,894 48
*$76,400 27
* Balances transferred to City Treasury.
The expenditures under the several appropriations (for the
different services) for the year 1921-22 were as follows:
Divisions and Services.
Current
Expenses.
Special
Appropria-
tions.
Total
Expenditures.
Balances,
January 31,
1922.
$88,308 02
420,588 82
496,836 35
722,091 55
1,287,913 15
1,536,633 27
916,061 41
607,043 15
1,232,418 76
$287,080 86
683,550 62
$88,308 02
707,669 68
1,180,386 97
722,091 55
3,360,180 00
1,536,633 27
916,061 41
1,640,034 35
1,555,243 17
* $179,618 95
263,531 73
2,072,266 85
87,407 83
Sanitary Service
Street Cleaning and Oiling
1,032,991 20
322,824 41
352,658 34
76,194 97
Totals
$7,307,894 48
$4,398,713 94
$11,706,608 42
$959,411 82
* $600,000 authorized but not issued.
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City Document No. 22.
Revenues.
Collected by City Collector on Account of the Public Works
Deportment and Credited to General Revenue,
as per City Auditor.
Bridge Service :
Labor and material
Rents, Charlestown Bridge
Warren Bridge repairs
Ferry Service:
Tolls
Rents
Commission on telephones
Cleaning telephone booths
Free ferries, July 4 .
Head House privileges, weigh-
ing and vending machines .
Head House privileges, coin
lock on closets
Sale of old materials .
Labor and materials furnished .
Sale of ferryboat "D. D. Kelly" .
Sale of ferryboat "General Han-
cock"
Lighting Service:
Lighting Boston and Cam-
bridge bridges ....
Damages to lamp-posts
Paving Service :
Inspectors' services .
Labor and materials .
Sidewalk and edgestone assess-
ments
Permits
Sale of old materials .
Labor and materials (chapter
28, Revised Ordinances of
1914)
Removal of dead horses .
Hire of steam roller .
Refund on cement and over-
payment of services
Coal penalty ....
Carried forward
$216 20
2,921 75
12,548 70
$15,686 65
$99,674 21
522 35
100 50
48 00
1 00
400 00
25 00
116 86
70 00
1,000 00
2,500 00
104,457 92
$2,581 92
144 50
2,726 42
$3,933 00
7,698 64
26,713 05
22,688 73
3,737 54
1,202 40
56 00
18 00
18 25
7 10
66,072 71
$188,943 70
Public Works Department.
27
Brought forward
$188,943 70
Sanitary Service:
Tickets for the removal of
waste .... $97,054 10
Sale of manure .
3,390 70
Sale of old material .
139 49
Labor and materials .
74 50
Forfeiture on bid
500 00
Refund.
32 50
101,191 29
Street Cleaning and Oiling Service:
Removing dirt $1,335 25
Forfeiture on bid . . . 1,000 00
Rents 900 00
Coal penalty .... 56
3,235 81
Sewer Service :
Disposal of sewage . $5,869 36
Entrance fees
2,101 18
Labor and materials
1,799 05
Sale of materials
418 20
Assessments
113 16
Refund
2 25
Sale of hay .
21 00
Rent .
10 00
10,324 20
Water Service :
Water rates, 1922, $62,430 35
Water rates, prior
years . . 3,345,148 89
$3,407,579 24
Service pipes . . . 19,734 81
Labor and materials .
3,686 04
Elevator and fire pipes
18,044 84
Sale of materials
3,023 89
Fees on overdue rates
4,646 53
Off and on .
1,700 00
Interest on deposits .
649 90
Sale of merchandise .
195 72
Testing meters .
79 76
Standpipes and hydrants .
2,259 80
Relocating pipes
934 64
Board of horses .
180 00
Rent ....
100 00
Loan of meter .
2 00
Damage to hydrants .
523 76
Damage to automobiles
294 41
Furnishing water
29 73
C arried forward
$3,463,665 07
$303,695 00
28 City Document No. 22.
Brought forward
$3,463,665 07 $303,695 00
Repairs to automobiles .
1,146 66
Refunds
74 19
Sale of gasolene ....
173 01
Amount voted by City Council
January 24, 1920, to pay re-
funds of balances of deposits
having been tied up by the
closing of the Old South
Trust Company
8,000 00
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$3,776,753 93
Public Works Department.
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City Document No. 22.
The following table shows the snowfall and rainfall
since 1915:
Snowfall (inches).
Month.
1915.
1916.
1917.
1918.
1919.
1920.
1921.
7.0
5.1
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6.1
0.2
6.7
4.8
30.3
33.0
4.2
0.7
9.5
13.1
8.9
12.9
9.1
2.2
7.0
13.8
5.7
12.8
4.2
T.
8.4
4.1
6.2
2.4
0.2
2.9
34.8
32.5
11.0
2.0
1.8
5.5
3.6
23.2
1.6
4.4
Totals
25.1
82.5
53.2
44.9
15.8
77.6
32.8
Rainfall (inches).
Month.
1915.
1916.
1917.
1918.
1919.
1920.
1921.
6.33
3.47
T.
1.86
1.64
1.39
8.85
. 5.63
0.69
2.82
2.14
3.94
1.23
5.18
3.20
4.51
2.83
5.04
5.67
2.19
1.90
0.94
1.67
3.00
2.82
2.67
3.73
2.72
4.45
4.05
1.10
7.06
1.91
5.33
0.59
2.56
3.11
2.30
3.19
3.08
1.99
1.94
2.64
1.56
9.19
0.99
1.20
3.21
3.62
2.66
4.11
2.33
4.25
1.08
4.63
5.07
5.83
2.13
5.36
1.63
2.72
5.88
3.72
5.68
5.26
5.78
1.56
2.32
1.90
1.64
5.46
3.89
2.24
2.64
1.92
4.62
3.64
3.58
July
11.69
1.63
1.22
1.24
6.19
2.35
Totals
38.76
37.36
38.99
34.40
42.70
45.81
42.96
In this rainfall is included the precipitation during the winter months which equal
one tenth of an inch to one inch of snowfall.
Public Works Department.
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Public Works Department. 59
The following changes in pavement were made during
the year :
0.01 mile or 224 square yards sheet asphalt changed to asphalt concrete.
0.00 mile or 15 square yards sheet asphalt changed to Topeka.
0.01 mile or 105 square yards sheet asphalt changed to granite block.
0.00 mile or 43 square yards sheet asphalt changed to wood block.
0.00 mile or 19 square yards sheet asphalt changed to brick.
0.04 mile or 422 square yards bitulithic changed to sheet asphalt.
0.00 mile or 29 square yards bitulithic changed to asphalt concrete.
0.00 mile or 20 square yards bitulithic changed to Simasco.
0.00 mile or 4 square yards bitulithic changed to Topeka.
0.01 mile or 152 square yards bitulithic changed to granite block.
0.00 mile or 16 square yards Topeka changed to wood block.
0.00 mile or 6 square yards cobble changed to granite block.
0.00 mile or 65 square yards granite block changed to sheet asphalt.
0.13 mile or 3,663 square yards granite block changed to asphalt con-
crete.
0.03 mile or 641 square yards granite block changed to bitulithic.
0.02 mile or 413 square yards granite block changed to Simasco.
0.07 mile or 512 square yards granite block changed to Topeka.
0.66 mile or 13,284 square yards granite block changed to wood block.
0.04 mile or 766 square yards granite block changed to brick.
0.00 mile or 8 square yards granite block changed to macadam.
0.09 mile or 3,437 square yards wood block changed to granite block.
0.01 mile or 316 square yards plank on bridges changed to granite block.
0.07 mile or 964 square yards plank on bridges changed to wood block.
0.01 mile or 132 square yards brick changed to granite block.
0.01 mile or 197 square yards concrete changed to asphalt concrete.
0.08 mile or 1,250 square yards Roman Road changed to sheet asphalt.
1.37 miles or 21,079 square yards macadam changed to sheet asphalt.
3.28 miles or 71,192 square yards macadam changed to asphalt concrete.
0.00 mile or 45 square yards macadam changed to bitulithic.
1.16 miles or 20,195 square yards macadam changed to Simasco.
2.95 miles or 42,140 square yards macadam changed to Topeka.
1.05 miles or 115,199 square yards macadam changed to granite block.
0.01 mile or 615 square yards macadam changed to wood block.
0.00 mile or 17 square yards macadam changed to brick.
0.05 mile or 1,713 square yards macadam changed to concrete.
0.01 mile or 134 square yards gravel changed to sheet asphalt.
0.60 mile or 9,356 square yards gravel changed to asphalt concrete.
0.25 mile or 4,021 square yards gravel changed to bitulithic.
0.41 mile or 7,540 square yards gravel changed to Topeka.
0.08 mile or 454 square yards gravel changed to granite block.
0.62 mile or 9,847 square yards gravel changed to macadam.
0.06 mile or 1,369 square yards not graded changed to sheet asphalt.
0.08 mile or 5,582 square yards not graded changed to asphalt concrete.
0.00 mile or 19,788 square yards not graded changed to Topeka.
0.10 mile or 2,543 square yards not graded changed to granite block.
0.00 mile or 1,156 square yards not graded changed to wood block.
0.00 mile or 8,068 square yards not graded changed to macadam.
0.00 mile or 3,668 square yards not graded changed to gravel.
Streets laid out or discontinued by the Street Com-
missioners during the year show :
Sheet asphalt increased 0.08 mile or 1,267 square yards.
Asphalt concrete increased 0.00 mile or 547 square yards.
Bitulithic increased 0.00 mile or 29 square yards.
Topeka increased 0.00 mile or 31 square yards.
Granite block increased 0.00 mile or 199 square yards.
60 City Document No. 22.
Brick increased 0.00 mile or 174 square yards.
Concrete increased 0.00 mile or 12 square yards.
Macadam increased 0.00 mile or 172 square yards.
Gravel increased 0.96 mile or 17,247 square yards.
Not graded increased 0.51 mile or 20,961 square yards.
The widening and laying out as a State Highway of
Washington street, from the northeasterly line of West
Roxbury Parkway to the southeasterly line of La Grange
street by the State Department of Public Works,
Division of Highways, November 1, 1921, in accordance
with Chapter 81 of the General Laws shows:
Not graded increased 0.00 mile or 2,301 square yards.
Corrections on account of revision and other causes
show:
Sheet asphalt decreased 0.00 mile or 264 square yards.
Bitulithic decreased 0.00 mile or 2 square yards.
Topeka increased 0.00 mile or 158 square yards.
Cobble increased 0.00 mile or 888 square yards.
Granite blocks increased 0.02 mile or 59,353 square yards.
Wood block decreased 0.02 mile or 524 square yards.
Plank on bridge decreased 0.00 mile or 183 square yards.
Concrete increased 0.00 mile or 35 square yards.
Macadam increased 0.07 mile or decreased 52,058 square yards.
Gravel decreased 0.05 mile or 428 square yards.
Not graded decreased 0.04 mile or 1,735 square yards.
Public streets laid out or discontinued by the Street
Commissioners during the year show pavements in-
creased 1.55 miles or 40,639 square yards.
The widening and laying out as a State Highway of
Washington street from the northeasterly line of West
Roxbury Parkway to the southeasterly line of La Grange
street by the State Department of Public Works, Divi-
sion of Highways, November 1, 1921, in accordance with
chapter 81 of the General Laws shows pavements
increased 0.00 mile or 2,301 square yards.
Corrections to previous measurements on account of
revision and other causes show pavements decreased
0.02 mile or increased 5,240 square yards.
Total net increase 1.53 miles or 48,180 square yards.
1859 111.50 1878 340.39 1886 383.55
1871 201.32 1879 345.19 1887 390.30
1872 207.40 1880 350.54 1888 392.72
1873 209.24 1881 355.50 1889 397.84
1874 313.90 1882 359.85 1890 404.60
1875 318.58 1883 367.99 1891 409.60
1876 327.50 1884 374.10 1892 434.59
1877 333.20 1885 379.60 1893 443.34
Public Works Department.
61
1894 447.65
1895 452.12
1896 456.11
1897 459.12
1898 471.19
1899 479.47
1900 489.55
1901 491.85
1902 496.90
1903 499.85
1904 500.39
1905 502.20
1906 502.80
1907 510.04
1908 511.60
1909 514.28
1910 518.63
1911 521.21
1912 561.36
1913 567.51
1914 572.85
1915 584.55
1916 593.62
1917 596.19
1918 601.12
1919 601 07
1920 603.71
1921 604.80
1922 606.33
List of Personal Property on Hand January 31,
1922, and Estimated Value of Same, Allowing
for Depreciation.
1 automobile
2 robes
Office supplies .
Central Office.
$1,500 00
20 00
500 00
$2,020 00
5 robes
2 automobiles
3 auto trucks
Supplies, tools .
Bridge Service.
$15 00
1,600 00
2,500 00
7,000 00
$11,115 00
Ferry Service.
7 ferryboats
Supplies, tools, machinery, etc.
.$1,025,000 00
28,000 00
$1,053,000 00
9,713 lamp posts
300 lamp brackets
1 automobile
1 robe .
1 typewriter
Lighting Service.
$97,130 00
300 00
200 00
10 00
50 00
$97,690 00
Paving Service.
1 large concrete mixer
6 small concrete mixers
3 bituminous mixers .
Carried forward
$2,000 00
1,500 00
6,000 00
$9,500 00
62
City Document No. 22.
Brought forward
224 harnesses
261 blankets
23 buggies
12 pungs
9 sleighs
13 jiggers
23 wagons
11 street watering carts
4 road scrapers
77 dump carts
106 horses
11 snow levelers
5 section rollers
11 steam rollers
32 desks
860 picks
1,050 shovels
8 road machines
8 automobiles
1 truck
3 gasolene tractor
3 street sweeping machines
Supplies, tools, machinery, surveying instruments,
engineers' supplies, etc
Sanitary Service
7 automobiles
1 auto truck
284 horse blankets
13 buggies
202 carts .
242 shovels
244 harnesses
192 horses .
98 wagons
21 desks
6 sleighs .
94 pungs and sleighs
Supplies, tools, machinery, etc
Street Cleaning and Oiling Service.
7 automobiles and 3 trucks
129 carts .
$9,500 00
2,240 00
261 00
345 00
240 00
90 00
520 00
920 00
1,375 00
1,000 00
6,160 00
26,500 00
330 00
200 00
15,400 00
320 00
430 00
525 00
2,000 00
3,600 00
250 00
3,800 00
390 00
53,000 00
$129,396 00
$2,800 00
300 00
284 00
325 00
20,200 00
121 00
4,880 00
48,000 00
8,820 00
210 00
60 00
1,880 00
14,000 00
$101,880 00
$2,500 00
12,900 00
Carried forward $15,400 00
Public Works Department.
63
Brought forward .
$15,400 00
8 buggies
120 00
37 street watering carts
3,700 00
19 wagons ....
1,520 00
232 harnesses ....
4,640 00
183 horses ....
45,750 00
40 street sweeping machines
5,200 00
9 flushing machines .
3,150 00
133 push carts
1,330 00
1,567 street sweeping brooms .
1,567 00
837 shovels ....
418 00
944 picks ....
472 00
15 snow ploughs and 5 road machines
2,800 00
3 Elgin street sweeping mchines • .
12,500 00
1 tractor snow plough
3,400 00
Supplies, tools, machinery, etc.
10,000 00
$111,967 00
Sewer Service.
406 picks ...
$203 00
6 automobiles
1,500 00
2 trucks .
500 00
29 horses .
7,250 00
23 wagons
1,150 00
5 buggies
100 00
17 carts
1,360 00
47 harnesses
470 00
50 blankets
50 00
3 sleighs .
30 00
407 shovels
203 00
Derricks, centrifugal pumps, dynamos, boilers
>
engineers' tools, machinery, instruments an<
i
340,000 00
$352,816 00
Water Service.
11 automobiles .
$20,000 00
22 horses
5,500 00
26 wagons .
1,300 00
1 buggy .
20 00
2 sleighs
30 00
9 pungs
180 00
Shovels, picks and miscellaneous stock, consistin
g
of all kinds and sizes of iron water pipe, meters
h
hydraulic machinery, boilers, etc.
435,000 00
Total .
. $462,030 00
64
City Document No. 22.
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City Document No. 22.
Employees.
The following tables show the number of requisitions
made on the Civil Service Commission for men; the
number appointed, reinstated, died, resigned, discharged
and retired; also the grade and number of employees
in the department:
Requisitions made on the Civil Service Commission
Number of men called ....
Number of men certified
Number of men appointed .
Provisional appointments made permanent
Promotions allowed ....
Reinstatements allowed
Number of men discharged .
Number of men resigned
Number of men died ....
Number of Civil War veterans retired
Number of laborers retired .
Number of transfers to other departments
Number of transfers from other departments
Number of Civil War retired veterans died
Number of retired laborers died
30
90
227
104
5
15
*12
2
51
53
8
15
18
11
8
38
The records of the department show that there are
now 3,067 persons eligible for employment in the several
divisions and of that number 3,011 were upon the
January, 1922, pay rolls.
* Eight of these men were on the eligible list February 1, 1921.
Public Works Department.
77
Grade and Number of Employees.
Services.
Title.
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78 City Document No. 22.
Grade and Number of Employees. — Continued.
Services.
Title.
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Public Works Department. 79
Grade and Number of Employees. — Concluded.
Services.
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624
471
175
200
3
481
3,067
80
City Document No. 22.
Comparative Table Showing the Number of Employees Actually
Employed February 1, 1921, and February 1, 1922.
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February 1, 1922
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TotaZ Eligible Force.
February 1, 1921 .
February 1, 1922.
199
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174
175
730
733
627
624
345
328
472
471
491
481
3,095
3,067
Table of Employees Shoiving Appointments, Transfers, Resignations, Retirements, Deaths, Etc. ,
During the Year.
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Central Office
*52
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3
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471
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14
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51
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3,095
Totals
3,067
51
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104
* Includes eight Central Office employees who are paid on Water Service pay roll.
PART II.
APPENDICES.
82
City Document No. 22.
APPENDIX A.
Central, Office
Appropriation
$88,634 20
Expenditures from February 1, 1921, to January
31, 1922 . . . .
treasury
88,308 02
Unexpended balance transferred to city
$326 18
Expenditures.
Salary, commissioner
$9,000 00
Salaries of clerks, stenographers, etc.
73,204 62
Automobile expenses:
Wages of chauffeur
$1,404 00
Battery
25 19
Shock absorbers and installing .
125 00
Gasolene
407 75
Storage
144 00
Repairs
210 70
Tires and tubes, new and repairs,
260 63
Supplies
350 70
Oil, grease, etc
7 35
Registration
10 00
O Q/t PL QO
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Printing
2,117 23
Stationery
271 62
Postage
148 02
Telephone tolls
8 90
Travel expenses, car fares, etc.
120 05
Dalton adding machine, repairs
29 15
Atlases
75 00
Inspection and repairs to typewriters
85 50
Books, papers, office supplies, etc. .
208 95
Premium on surety bonds
6 00
Stenographer's service
87 66
$88,308 02
Public Works Department. 83
APPENDIX B.
REPORT OF THE DIVISION ENGINEER OF THE
BRIDGE AND FERRY DIVISION.
Boston, February 1, 1922.
Mr. Thomas F. Sullivan,
Commissioner of Public Works:
Dear Sir — I respectfully submit the following report
of the income, expenditures and operation of the Bridge
and Ferry Division for the year ending January 31,
1922. The expenditures of the division in the regular
maintenance appropriations of the department were
$917,425.17. Under a number of special appropriations
$970,631.48 was expended, making the total expenditure
for the year $1,888,056.65.
Bridge Service.
Apportionment of Cost of Bridges between Boston and
Chelsea. — The City of Chelsea has as yet paid nothing
toward the maintenance cost of Chelsea Bridge and
Meridian Street Bridge.
Cambridge Street Bridge — Allston Bridge {over the
Boston and Albany Railroad). — This bridge should be
rebuilt.
Beacon Street Bridge (over the Boston and Albany Rail-
road).— This bridge should be rebuilt.
Chelsea Bridge (over the South Channel of the Mystic
river). — Work on the rebuilding of this bridge should
be begun this year.
Congress Street Bridge. — This bridge is antiquated,
in bad condition, and should be replaced with a new
structure within the next two or three years.
Dartmouth Street Bridge (over the Boston & Albany Rail-
road).— This bridge should have extensive repairs made
to make it safe.
Arlington Street Bridge.
. The easterly sidewalk of the Arlington Street Bridge
over the Boston & Albany Railroad at Arlington square
84 City Document No. 22.
was rebuilt in March and April of this year. Some of
the brackets were replaced by new ones and considerable
patching and strengthening was done, new stringers
and floor were aid. The steel work was done by the
Transit Department force, woodwork and painting by
the Bridge Service force.
Ashland Street Bridge.
The contract which was awarded to the Boston Bridge
Works and approved by the Mayor, July 6, 1920, for
the reconstruction of the superstructure of this bridge
was completed July 7, 1921, at a cost of $54,000.
By the completion of this work a modern steel and
concrete bridge, paved with granite blocks and grout
jointed, took the place of the old wood and iron bridge.
The new structure is 50 feet wide, with a clear span
of 73 feet. Two sidewalks, 6 feet wide, are provided.
The new steel deck girders are encased in concrete with
a concrete floor slab resting on them. The duct lines
for the Boston Elevated Railway and the Edison Electric
Illuminating Company are carried underneath the
southerly sidewalk encased in concrete. The westerly
approach was regraded and paved with granite block,
grout jointed down to Hyde Park avenue,
Bennington Street Bridge.
The floor of the northerly section of the Bennington
Street Bridge was rebuilt and the steel work supporting
the floor strengthened and painted. A contract was
made with John B. Dolan for the rebuilding of the floor.
This consisted in removing all wooden stringers on the
bridge, planking with 3-inch tongued and grooved
planking, water-proofing and paving with wood blocks,
with asphalt joints. This work cost $3,047.20. The
steel floor beams were strengthened by stiffeners under
the stringer bearings and the steel work was cleaned
and painted. The steel work and painting was done by
day labor forces.
Charlestown and Warren Bridges.
December 6, 1921, W. S. Rendle & Co. was awarded a
contract for repairing the fender piers of the Charlestown
and Warren Bridges. The face of the draw pier of
Charlestown Bridge was repaired by removing vertical
planking and placing new wales on the existing piles.
Public Works Department. 85
The face of the draw pier of Warren Bridge was
repaired with 6-inch vertical plank.
Capsills, stringers, riders', caps, etc., of the piers were
renewed where necessary and some piles refitted and
refastened.
The entire pier was replanked and fences erected to
restrict the areas to be used in the future to smaller
dimensions.
The drawtender's house at Warren Bridge was under-
pinned and the platform which surrounds it rebuilt.
This work cost $19,311.67.
Chelsea Bridge North.
The southerly approach to the draw span of the
Chelsea Bridge North had settled so low near the draw
crack that it was necessary to raise the grade of the
street surface to avoid accidents to street railway and
vehicular travel. This was done by taking up the granite
block paving, raising the curbs with new timber, repairing
the under planking and sidewalk planking where neces-
sary and relaying the paving and street railway tracks at
the new grades on a deeper sand cushion. The cost of
this work was $3,949.95.
Clarendon Street Bridge.
The construction of the new Clarendon Street Bridge
over the tracks of the New York, New Haven & Hartford
Railroad and the Boston & Albany Railroad was com-
pleted M,ay 7, 1921.
A contract was made with Coleman Brothers,
approved on February 9, 1920, for the removal of the
old structure over the New York, New Haven & Hartford
Railroad, consisting of brick arches and concrete slabs
resting on steel I-beams and girders which formed the
original foundation for the Back Bay Hotel, the hotel
itself being removed by the railroad company prior to
the contract. This work was completed May 4, 1920.
A new reinforced concrete abutment was built at the
northerly end of the bridge.
The bridge, 60 feet wide and 131 feet long, was then
built utilizing the old piers and abutments which formed
the foundation of the Back Bay Hotel for other supports.
It consists of three spans. The two easterly spans over
the New York, New Haven & Hartford Rai'road are of
steel beams encased in concrete; the westerly span over
86 City Document No. 22.
the Boston & Albany Railroad has two through plate
girders with a floor of steel beams encased in concrete.
The pavement is granite block with grouted joints;
considerable work was required on the southerly
approach, consisting of grading and filling. The road-
way of the approach was surfaced with asphalt on a con-
crete base.
The job was done by the John McCourt Company
under contract approved May 24, 1920, and was com-
pleted May 7, 1921, at a cost of $115,220.
Columbus Avenue Bridge.
Columbus Avenue Bridge over the Boston & Albany
Railroad, a pony truss bridge carrying two roadways,
built in 1877 and rebuilt in 1899, has been extensively
repaired during the year. The bottom chords of the
trusses, the floor beams and sidewalk brackets were
patched and strengthened. New stringers and floor
plank were laid and some cleaning and painting done.
The steel work was done by the Transit Department
force, woodwork and painting by the Bridge Service.
Dorchester Avenue Bridge.
On account of decay the westerly sidewalk on the north
approach to the draw span collapsed and fell into the
channel. This was rebuilt under contract by John P.
Cavanagh, with yellow pine underplank and new asphalt
surface at an expense to the City of Boston of $3 924.26.
Dover Street Bridge (over Fort Point Channel).
On June 1, 1921, a bad fire destroyed the two middle
girders and several floor beams and stringers of the
middle span of the Boston approach to the draw span.
In the rebuilding the design was changed to allow for
a concrete floor slab instead of the original 6-inch yellow
pine plank, on which would be placed the granite block
pavement. Two new steel center girders were built
and new steel floor beams and steel stringers provided
in place of those destroyed. A concrete floor slab is to
be laid on the steel stiingers; the granite paving block
to be recut and laid with an asphalt mastic joint. The
wooden platform supporting the water pipes under the
bridge is to be removed, and a reenforced concrete slab
walk substituted. The wooden formwork around the
Public Works Department. 87
Edison conduit is also to be removed. Repairs will
also be required to shelf angles and floor beams of the
other spans. The work of reconstruction will be com-
pleted early in the coming year. The work is being
done chiefly by day labor forces of the Transit
Department.
A damaged section of the upstream draw pier of this
bridge was repaired by driving new piles bringing the
face of the pier out 15 inches to a straight line. Both
faces of the waterway were repaired, as well as part of
the surface.
W. H. Ellis & Son Company was the contractor.
Work was completed December 12, 1921, at a cost of
$2,850.32.
It was found that salt water action on concrete had
badly damaged the center draw pier of the bridge.
This was repaired by the application of gunite to the
eroded portions with a cement gun. Steel reinforce-
ment was placed before the gunite was applied.
The work was done by Maurice M. Devine and
completed November 19, 1921, at a cost of $2,078.
Navigation lights have been installed on the Dover
street draw which is a swinging span. There are four
draw lanterns and five pier lanterns fitted with electric
lamps wired with double conductor armored cable.
The switches are hand operated and located in the
operating cabinet. This work was done under con-
tract by Sterns, Perry & Smith for the sum of $791
and completed December 12.
Hyde Park Avenue Bridge {over Mother Brook).
On September 20, 1921, a contract was approved
with the General Construction Company, Inc., for the
rebuilding of this bridge. The old steel and wooden
bridge is to be replaced by a modern concrete bridge
paved with granite blocks. About one half of this
work is completed. The estimated cost of doing this
work according to the bid is $11,250.
Massachusetts Avenue Bridge.
Massachusetts Avenue bridge over the Boston &
Albany Railroad has been stripped and repaired this
year. Bottom chords of the trusses, floor beams, side-
walk brackets and bracing were patched and strength-
ened where badly deteriorated; the lower part of the
88 City Document No. 22.
bridge was cleaned and painted and a new wooden
floor and sidewalk was laid. The steel work was done
by the Transit Department force, woodwork and paint-
ing by the Bridge Service, all day labor.
Meridian Street Bridge Draw Span.
On August 2, 1921, a contract with W. H. Ellis & Son
Company was approved for cleaning by sand blast and
painting the steel work of the draw span of the
Meridian Street Bridge. This work was completed
September 30, 1921, at a cost of $2,450.
New Allen Street Bridge, Hyde Park.
The floor of New Allen Street Bridge over the New
York, New Haven & Hartlord Railroad, Hyde Park
was rebuilt by V. Grande, contract approved June
13, 1921.
The new floor was constructed with new yellow pine
stringers laid by the New York, New Haven & Hartford
Railroad and 3-inch tongued and grooved yellow pine
plank with waterproofing and wood block paving with
asphalt filler. The cost of the work to the city was
$4,900. Sometime after completion of the contract one
of the spans of this bridge was destroyed by fire. It is
now closed to traffic pending the rebuilding of the
destroyed span by the railroad.
Public Garden Bridge.
The wooden floor of the Public Garden Bridge was
removed and a steel and concrete floor was built in its
place. The suspension rods which supported the wooden
floor were shortened and imbedded in the new concrete
floor slab, the effect of this being that while the bridge
floor is now a separate unit independent of the old
suspension chains, the appearance of the bridge remains
practically unchanged.
The work was completed M ay 2, 1922, by A. Grande,
at a cost to the city of $4,740, the cost being borne by
the Park Department.
Sprague Street Bridge, Hyde Park.
The roadway of this bridge was sheathed with new
2-inch spruce sheathing and the under plank and side-
Public Works Department. 89
walks repaired where needed under contract with John
P. Cavanagh, approved June 13, 1921. The cost of
this work was $2,422.50.
Warren Bridge.
Bids were received for repairs to the piers and fender
guards for water pipes at Warren Bridge (over the
Charles river), January 4, 1921. The W. S. Rendle
Company was awarded a contract for doing the work
at an estimated cost of $5,762.
Piling was removed, spurshores refitted and new
timber placed where necessary.
The work was completed March 7, 1921, at*a cost to
the Water Service of $7,108.03.
West Glenwood Avenue Bridge (over Mother Brook, Hyde
Park).
The old wooden floor was removed from this bridge.
New stringers were placed, new tongued and grooved
yellow pine plank put on them, a layer of waterproofing
felt put on this plank and the wearing surface of wood
block paving with mastic joints laid on the felt.
This wrork was done under contract with the John M.
McCourt Company, at a cost of $3,037, and was com-
pleted August 20, 1921.
The steel work of this bridge was cleaned and painted
by division forces at the same time.
West Newton Street Bridge (over The New York, New
Haven & Hartford Railroad).
West Newton Street Bridge, over the New York, New
Haven & Hartford Railroad, is a deck girder bridge
consisting of a number of shallow plate girders spaced
about 5 feet apart on wThich a wooden deck is supported.
During the year the Edison Illuminating Company
which has conduits across the bridge took up a part of
the roadway to repair their conduits and it was thought
advisable while this was being done to make needed
repairs on the girders and stringer seats. Some cleaning
and painting was done and a new wooden floor laid.
The steel work was done by the Transit Department
force, and the woodwork and painting by the Bridge
Service.
90 City Document No. 22.
Drawtenders Houses.
November 21, 1921. A contract was approved with
Joseph E. Somerset for repairing the roofing on the
drawtenders' houses at the bridges at Summer street,
over Fort Point channel, Dover street, Charlestown, and
Summer street over the Reserved channel.
Slate roofs were placed on the houses at Dover street
and Summer street, over Fort Point channel; asphalt
shingles on Charlestown and on Summer street over
Reserved channel.
The work was completed January 9, 1922, at a cost of
$1,789.
Public Landings.
A contract was awarded to George T. Rendle, April
13, 1921, for repairing the decking, planking, mooring
gear, knees and hatches and for the entire calking and
pitching of the underwater bodies of the pontoons of
the public landings located at Summer Street Bridge
and Northern Avenue Bridge. The cost of the work
was $1,983.95.
Roxbury Canal.
At the Roxbury Canal the bulkhead in the sanitary
yard failed and the walls in the paving yard, sewer
yard and City Hospital property were either bulging
or had fallen into the canal.
In reconstruction a platform on piles was built, the
top of which is at elevation 7.50. At the face of this
platform was constructed a masonry wall backed with
concrete, the masonry being obtained from the old walls.
The coping of the wall in the sanitary yard is of concrete,
but elsewhere it is of granite.
In the water yard the existing granite wall was in
good condition and a relieving platform on piles was
built behind it and the wall anchored to the platform.
The cap on this wall was relaid. Fender piles were
placed along the entire length of the canal.
The canal was dredged to a depth of from 8 feet to
13 feet at low water. The total length of wall built
was about 1,350 feet, and the work was done under
contract by the W. S. Rendle Company; completed
July 28, 1921, at a cost of $220,435.41.
A contract was let June 22, 1921, to W. S. Rendle
for planking in the sides and ends of the dumping plat-
Public Works Department. 91
form of the Sanitary Service at the Roxbury Canal for
the sum of $1,849. There was included in this contract
the construction of a galvanized-iron shelter over the
hole through which the refuse was dumped This work
was necessary to stop the odors rising from the scows
and spreading through the neighborhood.
The Bridge Division has furnished and erected at the
City Paving Yard, Roxbury Canal, a 5-ton stiff -leg
derrick to replace the old wooden one which had to be
removed when the sea wall of the canal was rebuilt.
This derrick is an "Insley" all steel derrick with a
boom 70 feet long and swings about 260 degrees. It
has a capacity of five tons at its lowest boom and is
electrically operated. The hoisting engine is a"Mundy"
type with two drums and winch heads and safety device
for automatically holding the loads. It is driven by
a 35 horse power General Electric motor. The swing-
ing engine is of the same type with a single drum and
operated by a 10 horse power motor. Drum controllers
and resistance are mounted on the engine frames con-
venient for one man operating. The plant exclusive of
the foundations was furnished and installed by the
P. I. Perkins Company, for the sum of $6,551.
Strandway Beach, Strandway , South Boston.
November 8, 1921, a contract was approved with the
D. M. B;ggs Company for surfacing the beach on the
Strandway at the foot of M and N streets.
This contract also provided for building a concrete
wall and steps at the top of the beach with granolithic
walks and planting spaces.
The work is about one third completed.
Fireboat Wharf, Northern Avenue Bridge.
August 25, 1921, a contract was approved for the
repairing of the fireboat wharf at the Northern Avenue
Bridge.
The work was done under the supervision of the divi-
sion for the Fire Department. New fender piles were
driven; caps, stringers and planking were repaired where
necessary.
The contractor on the work was W. H. Ellis & Son
Company, who completed it September 6, at a cost of
$1,343.40.
92 City Document No. 22.
Long Island Wharves.
W. S. Rendle was awarded a contract for repairing
and strengthening the northwest wharf September 6,
1921.
The runway was entirely replaced. A pump well
about 14 feet by 20 feet near the site of the abandoned
drop was built and such piles, stringers, caps, chocks and
fencing on the wharf as were decayed were replaced.
This work cost $4,938.66 and was supervised by this
division for the Institutions Department.
The east wharf at Long Island, with the coal pocket
and drop, was repaired by contract with George T.
Rendle. New piling, planking and stringers were placed
on the wharf. The caps under the coal shed were
strengthened and repaired, new planking timber and
hinges put on the landing drop. The cost was $16,270.17.
The above work was done under the direction of this
division for the Institutions Department.
Steamboat "Monitor."
At the request of the Commissioner of Institutions
this department drew up specifications for and super-
vised the work on the steamboat "Monitor."
For a considerable period of time the air pump had
not been overhauled, with the result that extensive
renewals were required. Both paddle wheels were in
such condition that much forging and electric welding
was necessary to put the wheels in satisfactory repair.
The sanitary pump had become so worn and corroded
that a new pump was installed rather than attempting
to repair the old one. A few minor incidental repairs
were also accomplished.
A contract for the above work was signed on January
12, 1922, by the Richard T. Green Company of Chelsea;
contract price, $1,991.
Public Works Department. 93
FERRY SERVICE.
Ferryboats "Lieutenant Flaherty" and
"Ralph J. Palumbo."
In June there were launched two steel, four-driveway
screw ferryboats for the service, the "Lieutenant
Flaherty," built by the Groton Iron Works, Groton,
Conn., contract price $379,950, and the "Ralph J.
Palumbo," built by the Winnisimmet Ship Yard, Inc.,
Chelsea, Mass., contract price $335,000. Both boats
are alike; the subcontractors for the main engines,
boilers and auxiliaries furnished duplicate rigs for the
two boats. So far as the lines and general contour of
the boats is concerned, they were built from the same
contract plans.
The principal dimensions of the boats are as follows :
174 feet.
146 feet 6 inches.
57 feet.
40 feet,
15 feet 4 inches.
9 feet.
Length over all
Length, outside to outside of propeller posts
Beam, extreme over guards .
Beam, hull, molded ....
Depth, molded
Draught with water and fuel
While the general appearance of the two boats is the
same as the "John H. Sullivan," there are several essen-
tial differences. For vehicles each boat is provided
with four driveways. To accommodate pedestrians,
there is not only a narrow cabin on either side of the
boat extending the entire length of the superstructure,
but there is provision made by means of two nights of
removable stairs in each cabin for the passengers to
ascend to the upper deck; since the upper deck is not
protected, only at such times as the weather and cir-
cumstances permit will passengers be allowed to ride
there. Because of the ever increasing loads to be car-
ried, the molded beam of the hull has been increased by
18 inches over the "John H. Sullivan" and the upper
body of the hull has been carried out full at the ends in
order to reduce to a minimum the depressing of the end
of the boat when a heavy load goes on or off the end. In
anticipation of a coal shortage, there is installed on both
94 City Document No. 22.
these boats an auxiliary fuel oil firing rig for the boilers.
To supplement the service of the fire boats, there is
connected up and ready for service, on both boats, a
1,500 gallon fire pump furnished with four turret nozzles
located at the four corners of the upper deck. On the
main engines there has been only one real radical change
and that is the use of one common throttle valve instead
of two independent valves as on the other screw boats
in the service; this was accomplished by a rearrange-
ment of the cylinders. It may be noted that service
has fully justified all changes made from other boats
running.
" Noddle Island."
On February 24 the rebuilt "Noddle Island" was
launched at the yard of the Richard T. Green Company,
Chelsea, Mass., contract price $152,400. The general
measurements of the hull are similar to those of the
"Lieutenant Flaherty" and "Ralph J. Palumbo," but
the boat is built of wood instead of steel. While the
hull, superstructure and some auxiliaries are new, the
boat cannot be considered a new one in the same sense
as the two new steel boats, in that the main engines,
boilers, much ol the piping, many of the valves and
some of the auxiliaries were in the original hull which
was built in 1899 by the Lockwood Company.
The boat is provided with four driveways and four
small cabins, one cabin at each end of the boat on each
side.
The general arrangement of the main deck, cabins
and superstructure are the same as the "General Sum-
ner," the first boat to be changed from a two-driveway
to a four-driveway boat.
The chief difference between the original and the
rebuilt "Noddle Island" is the hull. In order to accom-
modate the heavier loading on the new boat, the molded
beam of the hull was increased from about 37 feet to
40 feet and the ends, as on the steel boats, were built
very full above the water line. To give further stiffness
to the boat, the hull was carried out close to the ends
of the main deck, thereby reducing the stresses thrown
in the overhanging fantail while the boat is loading
and unloading. To further offset the inherent weakness
in the ends of the hull, there is fitted around each end
a large knuckle beam which not only gives rigidity but
distributes widely all stresses from moving loads on the
Public Works Department. 95
main deck near the ends. Another feature not common
with the other boats is the elimination of the sponson
braces under the guards. The value of this item is
appreciated in excessively cold weather when large
volumes of ice form on these braces and not only cause
a greater displacement of the boat but interferes with
maneuvering. Again, because the main engines, shaft
and propeller are called on to propel a larger boat than
they were designed for in the first instance, it was nec-
essary to carefully consider the lines of the hull so that
it would not only take care of all loadings but would
still be readily maneuvered. For these reasons the lines
of the "Noddle Island" are radically different from
those of the steel boats; first, in that the " Noddle
Island" has a 12-inch keel and, second, in that the mid-
ship section has a fairly sharp dead rise carried well out,
while the new steel boats have no keel and the midship
section is nearly round. To further help in handling
the boat, the bottom is sheathed with 22-ounce yellow
metal
To date, in spite of the heavier duty on the prime
movers, the boat is giving satisfactory service.
"D. D. Kelly" and "General Hancock."
Shortly after the new boats went in commission the
' 'D. D. Kelly," built in 1879, and the "General Hancock,"
built in 1887, both wooden side wTheelers, were sold, the
"D. D. Kelly" for $1,000, the "General Hancock" for
$2,500.
"Hugh O'Brien."
In February there was a contract made with Bertelsen
& Petersen Engineering Company to repair the main
shaft of the "Hugh O'Brien" which broke without
warning about the middle of January; the rough turned
shaft was furnished to the contractor by the city. At
the same time there were miscellaneous repairs made to
the main engine. Contract price for this work $2,400.
In June a contract was made with the R. Minton
Company to install a new type of roadway barrier at
either end of the boat. These barriers are essentially
chains with springs, suitably housed in the supporting
columns located on either side of the roadway, on the
ends. These barriers have proved satisfactory. Con-
tract price $2,000.
In November a contract was made with the Richard
96 City Document No. 22.
T. Green Company to repair the guards and make some
minor repairs to the hull. This work was necessary on
account of the sagging of the upstream guard. As the
work progressed the local inspectors required further
minor repairs. Contract price, $1,489.
"John H. Sullivan."
In May there was a contract made with the Atlantic
Works to repair one crank shaft which had been bent,
line up the engine and shaft, readjust and repair the
thrust bearings, install a new water service pump and
make miscellaneous repairs to piping and valves. Con-
tract price, $3,974.
While the above repairs were being made, the local
inspectors required further repairs made on the hull of
the boat. The work consisted of furnishing in place
one new rudder pintle bushing repairing one rudder
bushing, installing two new sea valve nozzles, furnishing
in place twelve new zincs, the driving of about 4,000
rivets and painting the hull. A contract was made with
the Atlantic Works to make these repairs for $3,179.
In July a contract was made with the Atlantic Works
to furnish complete two spare propellers, steel castings,
for the boat. Contract price, $815.
" General Sumner."
In January to meet the requirements of the local
inspectors a contract was made with the Atlantic Works
to make some major repairs to the hull; at the same
time there were some minor machine repairs made.
The chief items under this contract are the installing of
nine new frames under the boilers, the repairing of both
bilge and boiler keelsons and the repairing of the main
decks at both ends. The contract to make these repairs
was taken by the Atlantic Works at $6,737.
"Governor Russell."
Aside from small minor repairs, which were made by
the department force, this boat has required no con-
siderable expenditure to keep it in service. However,
owing to the almost continuous running of the boat with
the resulting wear and racking, there will probably be
some extensive repairs required in the near future.
Public Works Department. 97
"Miscellaneous."
In April a contract was made with the Atlantic Works
to repair eight bronze propeller blades for $1,014.
Again in January another contract was made with the
same company to repair seven blades for $637.
The piers of the North Ferry on the Boston and East
Boston sdes were repaired this year under a contract
awarded to the W. H. Ellis and Son Co., May 31, 1921.
The work done under this contract consisted on the East
Boston side, in rebuilding of the north pier of the North
Ferry, the repairing of the Coal Shed Wharf, the repair-
ing of the middle pier of the North Ferry, including the
rebuilding of the middle pier head which had been broken
off during the repairs to the North Slip. On the Boston
side the north pier was rebuilt and the middle pier
patched. The cost of this work was $15,809.90.
Lawler Brothers, contractors, were awarded a contract
December 5, 1921, for repairing the piers at the Boston
landing of the North Ferry.
A new head was built at the south pier and the piling,
girders and planking repaired at a cost of $3,094.29.
The work was completed February 1, 1922.
Respectfully submitted,
John E. Carty,
Division Engineer.
98
City Document No. 22.
BRIDGE SERVICE.
Financial Statement, 1921-22.
Expenditures from Maintenance Appropriation.
Boston bridges $392,589 05
Boston and Cambridge bridges 27,999 77
$420,588 82
Total Expenditures.
From maintenance appropriation . $420,588 82
From special appropriations . 298,038 60
(l.)
(2.)
EXPENDITURES ON BOSTO
<$>l±0,VAI tii
N BRIDGES.
Administration:
Salaries :
Division engineer $3,750 00
Supervisors ....
4,996 22
Engineers and draughtsmen
28,446 22
Clerk
1,877 19
Inspectors ....
3,124 18
Medical inspector
166 69
Pensions :
Veterans . $3,755 58
Laborers ... 360 00
4,115 58
Holiday time 1,450 75
Vacations
2,373 01
Pay to injured employees
728 00
Printing postage stationery .
1,589 03
Travel
219 19
Telephones
8 21
Engineers supplies and instruments
120 83
Typewriter inspection .
39 50
Office supplies
46 25
New blueprinting machine
250 00
Yard and Stockroom :
«K9 QOfl ti
ypOO,OUU OJ
Yard:
Clerk, janitor, watchmen . . $3,822 92
Travel ....
239 65
Tools
540 50
Tool repairs .
409 82
Telephone .
138 27
Medical service .
38 50
Furnishings .
13 80
Repairing buildings
3 20
Lumber
24 56
Supplies
111 60
9- r>/\rt oo
$0,0^4 Ou
Carried forward
$5,342 82
Public Works Department.
99
Brought forward
Stockroom :
Stock (lumber, nails and supplies for
bridges)
Plus increase in stock
(3.) Automobiles:
Division engineer:
Wages of chauffeur
Storage .
Repairs
Supplies
Oil and gasolene .
New tires and tubes
Repairs to tires and tubes
New touring car .
Supervisor of Bridges :
Wages of chauffeur
Storage .
Repairs
Supplies
Oil and gasolene .
New tires and tubes
Repairing tubes .
Registration
Auto Truck No. 1 :
New tires and tubes
Storage
Repairs
Supplies
Oil and gasolene .
Repairing tires and tubes
Registration
Auto Truck No. 2:
Wages of chauffeur
New tires and tubes .
Repairs to tires and tubes
Repairs
Oil and gasolene .
Supplies
Hire of automobile
New Ford truck .
Registration
Auto Truck No. 3:
New tires and tub es
Repairs
Oil and gasolene
Supplies
Storage
New Ford truck
$5,044 64
1,117 86
$1,080 00
180
00
524
18
31
47
348 82
195
24
5
75
1,365
00
$1,350 00
181
00
263
46
70 39
260
16
127
88
21
25
12
00
$244 68
76 39
210
28
8 00
393 81
10
25
2 00
$1,350 00
254 91
26 00
504 93
266
57
14
30
55
00
402
50
4
00
$91 44
273
13
260
76
15
25
40 00
623
69
$5,342 82
6,162 50
$11,505 32
$3,730 46
2,286 14
945 41
2,878 21
1,304 27
$11,144 49
100
City Document No. 22.
Repairs on Inland Bridges.
Bridge.
Labor
and_
Materials.
Albany street (over Boston & Albany Railroad) . .
Allston street
Ashmont street
Arlington street
Austin street
Babson street
Beacon street (over Boston & Albany Railroad) . . .
Braddock Park
Berkeley street
Blue Hill avenue
Boston street
Bennington street
Boylston street
Blakemore street
Beacon street (over outlet)
Columbus avenue
Cambridge street (over Boston & Maine Railroad)
Commercial point
Chelsea street (over Boston & Maine Railroad) . . .
C Street stairway
Central avenue
Dartmouth street
Dorchester avenue (over Old Colony Railroad) . . .
Dana avenue
Everett street
East River street
Florence street
Glenwood Avenue West
Hyde Park avenue (over Mother brook)
Hyde Park avenue (over Stony brook)
Harvard street
Hyde Park avenue, near Readville station
Irvington street
Jones avenue
Maverick street
Carried forward
$2,074 33
3,001 59
178 39
1,086 08
338 72 .
21 50
193 42
65 75
1,699 37
672 11
487 54
335 58
421 32
259 30
5 00
8,379 90
53 75
536 30
12 50
1,005 73
790 65
634 50
2,219 59
356 55
766 51
95
193 06
281 30
197 00
142 98
24 50
9 50
282 80
7 50
120 29
§22,914 33
Public Works Department.
Repairs on Inland Bridges. — Concluded.
101
Bridge.
Labor
and
Material.
$22,914 33
24
00
2,905
17
5,843
61
158
88
1,252
31
23
50
3,384 49
49
37
2,025
47
74
73
9
88
13
12
40 67
15
50
72
06
129
45
48
17
184
19
67
70
146
50
48 00
160
81
696
01
165
03
2,651
26
2,733
42
849,779
16
Brought forward
Mystic street
Milton
Massachusetts avenue (over Providence Division)
Gainsborough street
M ilton street, Hyde Park
New Allen street
Oakland street
Perkins street
Public landing. Northern avenue
Reservoir road
Sprague street
Summer street (over A street)
Summer street (over B street)
Shawmut avenue
Southampton street
Saratoga street
Sumner street
Tollgate way
West River street
Wordsworth street
Winthrop
West Rutland street
West Fourth street
Webster street
West Newto n street .
Cleaning bridges
102
City Document No. 22.
Bridges.
Expenditures on Tide Water Bridges
Bridges.
Draw-
tenders'
Salaries.
Mechanics'
Wages.
Material.
Repair
Bills.
Supplies.
Total.
Broadway
Charlestown
Chelsea North
Chelsea South
Chelsea Street
Congress Street
Dorchester Avenue
Dover Street
L Street
Maiden
Meridian
Northern Avenue. .
Summer Street ....
Warren
Western Avenue . . .
Totals
$14,299 62
19,523 59
16,350 54
14,390 29
14,404 30
14,864 15
14,301 00
14,320 46
14,304 02
14,765 87
14,867 62
16,262 67
14,563 90
14,674 38
31 78
$211,924 19
$174 20
1,766 28
1,516 22
1,715 45
819 53
1,557 95
855 35
1,388 40
378 45
350 92
1,304 23
2,466 10
1,322 35
2,287 24
$1,616 02
24 64
542 01
767 08
643 25
639 45
240 78
489 88
1,980 78
468 27
43 45
$273 23
1,094 61
521 63
183 93
88 99
1,021 48
698 63
3,438 89
435 55
457 94
2,881 23
2,226 04
585 67
647 23
94 00
$17,902 67
$7,455 61
$423 07
999 73
728 75
342 73
360 64
998 06
350 26
330 07
219 45
580 55
343 37
5,402 95
1,883 33
1,964 75
$15,170 12
25,000 23
19,141 78
17,174 41
15,673 46
19,208 72
16,848 49
20,117 27
15,578 25
16,155 28
19,886 33
28,338 54
18,355 25
20,041 87
169 23
$14,649 05
$14,927 71
$266,859 23
Summary of Expenditures.
Administration
Yard and stockroom
Automobiles and trucks
Inland bridges
Tide water bridges
Total
$53,300 85
11,505 32
11,144 49
49,779 16
266,859 23
$392,589 05
BRIDGES, REPAIRS, ETC.
Warren Bridge.
Salaries of engineers
Inspection
Travel
Supplies .
Vincenzo Grande .
Transit Commission
W. S. Rendle Company
Advertising
Allston Street
Arlington Street .
A Street Stairway
B Street Stairway
Brookline Street .
Carried forward
$718 32
345 20
47 40
19 80
54,756 80
43 72
f 50 58
7 50
$55,989 32
$1,082 54
411 91
166 51
524 37
521 56
$2,706 89
$55,989 32
Public Works Department.
103
Brought forward
$2,706 89
$55,989 32
Berkeley Street . 1,756
63
Bennington Street
3,187 63
Chelsea North
4,344 81
Chelsea South
379 98
Chelsea Street
633 06
Charlestown
2,227
62
Columbus Avenue
3,957 37
Dover Street .
4,367 80
Dorchester Avenue
4,137
70
Maiden .
154
19
Meridian
51
73
Massachusetts Avenue
4,523
11
New Allen
5,531
49
Northern Avenue .
991
57
Sprague Street
2,456 76
Summer Street
31
68
West Glenwood Street
3,215 60
West Newton Street
1,289 94
45,945 56
$101,934 88
Hyde Park Avenue Bridge.
Salaries of engineers
$1,158 29
Advertising and printing
68 30
Photographs ...
20 00
Engineers' supplies
40 20
General Construction Company
4,611 25
Travel expense, car fares
4 00
$5,902 04
Brookline Avenue Bridge.
Execution of court ... ....
$4,000 Ou
Rebuilding bridge
660 00
$4,660 00
Ashland Street Bridge.
Salaries of engineers
$419 95
Inspection
300 00
Travel expense
25 85
Stationery
4 95
Repairs
503 70
Boston Bridge Works
54,000 00
Paving Service
1,019 70
$56,274 15
Dover Street Bridge.
Salaries of engineers
$743 61
Inspection
69 04
Supplies
507 35
A. C. Harvey
4,807 45
W. H. Ellis & Sons Company
703 41
Travel expense
5 80
Transit Commission ....
10,274 94
Paving Service
20 00
Repairs
185 94
$17,317 54
104
City Document No. 22.
Sea Wall, Etc., Roxbury Canal
Salaries of engineers
Inspection
Travel expense
W. S. Rendle Company
Advertising and postage
Printing and stationery
Paving Service
W. H. Ellis & Son Co
Engineers supplies
Material .
Sewer Service
P. L. Perkins
Transit Department
$2,037 71
759 44
76 70
82,739 29
23 86
12 10
2,345 97
723 88
21 29
682 55
18 63
5,289 93
309 18
$95,040 53
Chelsea Bridge South.
Salaries of engineers
Advertising
Engineers supplies
Postage
Printing and stationery .... ...
Commonwealth of Massachusetts Division of Waterways and
Public Lands
Travel expense
Strandway and Old Harbor Improvement.*
Salaries of engineers
Advertising
Engineers supplies
D. M. Biggs & Co
Amount paid into the City Treasury during 1921-22:
Labor and material furnished . . . $216 20
Rents, Charlestown Bridge 2,921 75
Warren Bridge repairs 12,548 70
$2,936 11
13 20
9 48
11 16
30 86
2 00
139 31
$3,142 12
$226 29
11 50
35 80
13,493 75
513,767 34
$15,686 65
* $45,035.59 expended by Sewer Service.
Public Works Department.
105
SUMMARY.
Expended from Special Appropriations in Charge of Bridge Service.
Balances
from 1920.
Total Credits
Including
Balance
Carried Over.
Expended
During
Year 1921.
Balance
Unexpended
January 31,
1922.
Bridges, repairs, twenty-four bridges.
Hyde Park Avenue Bridge
Brookline Avenue Bridge
Ashland Street Bridge
Dover Street Bridge
Sea wall, etc., Roxbury Canal
Chelsea Bridge South
$28,753 79
713 91
63,567 49
109,492 69
14,867 54
$131,302 49
20,000 00
4,660 00
63,567 49
40,000 00
189,492 69
14,867 54
$101,934 88
5,902 04
4,660 00
56,274 15
17,317 54
95,040 53
3,142 12
$29,367 61
14,097 96
7,293 34
22,682 46
94,452 16
11,725 42
Totals .
$217,395 42
$463,890 21
$284,271 26
$179,618 95
106 City Document No. 22.
LIST OF BOSTON BRIDGES.
I. — Bridges Wholly Maintained by Boston.
[In the list those marked with an asterisk (*) are over navigable waters, and are each
provided with a draw. J
In Charge of Bridge and Ferry Division.
Allston, over Boston & Albany Railroad at Cambridge street,
Brighton.
Arlington street, over Boston & Albany Railroad.
Ashland street, over New York, New Haven & Hartford Rail-
road, Providence Division, West Roxbury.
B street (footbridge) , over Neponset river, Hyde Park.
Baker street, at Brook Farm, West Roxbury.
Beacon street, over outlet from Back Bay Fens.
Beacon street, over Boston & Albany Railroad.
Bennington street, over Boston, Revere Beach & Lynn Railroad.
Berkeley street, over Boston & Albany Railroad.
Blakemore street, over New York, New Haven & Hartford
Railroad, Providence Division.
Boylston street, over Boston & Albany Railroad.
Braddock park, formerly Berwick park (footbridge), over
New York, New Haven & Hartford Railroad (Providence
Division) .
Broadway, over Boston & Albany Railroad.
* Broadway, over Fort Point channel.
Brookline avenue, over Boston & Albany Railroad.
Brooks street, Brighton.
Byron street, over Boston, Revere Beach & Lynn Railroad.
Charlesgate, in Fens, over Ipswich street.
* Charlestown, from Boston to Charlestown.
* Chelsea South (temporary) , over south channel, Mystic river.
* Chelsea street, from East Boston to Chelsea.
Columbus avenue, over Boston & Albany Railroad.
Commercial Point, or Tenean, Dorchester.
* Congress street, over Fort Point channel.
Dana avenue, over Neponset river, Hyde Park.
Dartmouth street, over Boston & Albany Railroad.
* Dorchester avenue (formerly Federal street) , over Fort Point
channel.
* Dover street, over Fort Point channel.
Fairmount avenue, over Neponset river, Hyde Park.
Florence street, over Stony brook, West Roxbury.
Gainsborough street (footbridge), over New York, New Haven
& Hartford Railroad, Providence Division.
Glenwood Avenue East (footbridge), over Neponset river,
Hyde Park.
Glenwood Avenue West, over Mother brook, Hyde Park.
Public Works Department. 107
Gove street (footbridge), over Boston & Albany Railroad,
East Boston.
Huntington avenue, over Boston & Albany Railroad.
Huntington avenue, over Stony brook, Hyde Park.
Hyde Park avenue, over Mother brook (at woolen mill), Hyde
Park.
Hyde Park avenue, over Stony brook, West Roxbury.
Hyde Park avenue, over Stony brook (near Clarendon Hill
Station), Hyde Park.
Ipswich street, in Fens, over waterway.
Irvington street (footbridge), over New York, New Haven &
Hartford Railroad, Providence Division.
Jones avenue (footbridge), over New York, New Haven &
Hartford Railroad, Midland Division.
* Maiden, from Charlestown to Everett.
Massachusetts avenue, over Boston & Albany Railroad.
Massachusetts avenue, over New York, New Haven & Hart-
ford Railroad, Providence Division.
* Meridian street, from East Boston to Chelsea.
Metropolitan avenue (near Clarendon Hills Station), Hyde
Park.
Neptune road, over Boston, Revere Beach & Lynn Railroad.
Newburn street, over Stony brook, Hyde Park.
* Northern avenue, over Fort Point channel.
Shawmut avenue, over Boston & Albany Railroad and New
York, New Haven & Hartford Railroad, Providence Division.
Southampton street, over South Bay sluice.
Summer street, over A street.
Summer street, over B street.
Summer street, over C street.
* Summer street, over Fort Point channel.
* Summer street, over Reserved channel, South Boston.
Tollgate way (footbridge), over Providence Division, from
Washington street to Hyde Park avenue, Forest Hills.
Walworth street, over New York, New Haven & Hartford
Railroad, Providence Division.
* Warren, from Boston to Charlestown.
West Newton street, over New York, New Haven & Hartford
Railroad, Providence Division.
West River street, over Mother brook, Hyde Park.
West Rutland square (footbridge), over New York, New Haven
& Hartford Railroad, Providence Division.
Wordsworth street (footbridge), over Boston, Revere Beach &
Lynn Railroad, East Boston.
In Charge of Bridge and Ferry Division and Park and
Recreation Department.
Columbia road, over New York, New Haven & Hartford Rail-
road, Old Colony Division.
Columbia road, over Shoreham street.
108 City Document No. 22.
In Charge of Park and Recreation Department.
Agassiz road, in Fens.
Audubon road, in Riverway, over Boston & Albany Railroad.
Berners street (footbridge), over Bridle path in Riverway.
Boylston street, in Fens, over waterway.
Bridle path, in Riverway, over Muddy river.
* Castle Island (footbridge), in Marine Park, South Boston, to
Castle Island.
Charlesgate, in Fens, over Boston & Albany Railroad.
Circuit drive, over Scarboro pond, in Franklin Park.
Commonwealth avenue, in Fens, over waterway.
Cottage Farm, over Boston & Albany Railroad, at Common-
wealth avenue.
Ellicott Arch, Franklin Park.
Fens, in Fens.
Forest Hills entrance, in Franklin Park.
Leverett pond (footbridge), in Olmstead Park.
Norfolk street Playground (footbridge) , over Midland Division,
New York, New Haven & Hartford Railroad.
Public Garden (footbridge).
Scarboro pond (footbridge), in Franklin Park.
Wood Island (footbridge), in Wood Island Park.
II. — Bridges of Which Boston Maintains the Part Within
its Limits.
In Charge of Bridge and Ferry Division.
Central avenue, from Dorchester to Milton.
* Chelsea North, from Charlestown to Chelsea.
Milton, from Dorchester to Milton.
Paul's Bridge, over Neponset river, Hyde Park.
Spring street, from West Roxbury to Dedham.
* Western avenue, from Brighton to Watertown.
Winthrop, from Breed's Island to Winthrop.
In Charge of Park and Recreation Department.
Belle vue street, in the Riverway, over Muddy river.
Berners street (footbridge), over Muddy river.
Brookline avenue, in the Riverway, over Muddy river.
Hungtington avenue, in tfre Riverway, over Muddy river.
Longwood avenue, in the Riverway, over Muddy river.
III. — Bridges of Which Boston Pays a Part of the Cost
of Maintenance.
In Charge of Bridge and Ferry Division.
Albany street, over Boston & Albany Railroad (over freight
tracks) .
Ashmont street and Dorchester avenue, over New York, New
Haven & Hartford Railroad, Old Colony Division.
Public Works Department. 109
Belgrade avenue, over New York, New Haven & Hartford
Railroad, Providence Division.
Harvard street, over New York, New Haven & Hartford Rail-
road, Midland Division.
Morton street, over New York, New Haven & Hartford Rail-
road, Midland Division.
Norfolk street, over New York, New Haven & Hartford Rail-
road, Midland Division, near Dorchester station.
Pleasant street, over the subway.
In Charge of Commissioners for Boston and Cambridge Bridges.
Anderson Bridge, from Brighton to Cambridge.
Brookline street, from Brighton to Cambridge.
Cambridge, from Boston to Cambridge.
* Cambridge street, from Brighton to Cambridge.
* Harvard, from Boston to Cambridge.
* Prison Point, from Charlestown to Cambridge.
* Western avenue, from Brighton to Cambridge.
In Charge of Commmissioners for Granite Avenue Bridge.
* Granite avenue, from Dorchester to Milton.
IV. — Bridges of Which Boston Maintains the Whole or
a Part of the Wearing Surface.
In Charge of the Bridge and Ferry Division.
Austin street, over Boston & Maine Railroad, Charlestown.
Babson street, over New York, New Haven & Hartford Rail-
road, Midland Division, near Blue Hill Avenue station.
Bennington street, over Boston & Albany Railroad.
Blue Hill avenue, over New York, New Haven & Hartford
Railroad, Midland Division.
Boston street, over New York, New Haven & Hartford Rail-
road, Old Colony Division.
Brookline street, Brighton, to Cambridge, portion over Boston
& Albany Railroad.
Cambridge street, Charlestown, over Boston & Maine Railroad.
Chelsea, over Boston & Maine Railroad.
Curtis street, East Boston, over Boston & Albany Railroad.
Dana avenue, over New York, New Haven & Hartford Rail-
road, Midland Division, Hyde Park.
Dorchester avenue, over New York, New Haven & Hartford
Railroad, Old Colony Division.
Everett street, over Boston & Albany Railroad, Brighton.
Fairmount avenue, over New York, New Haven & Hartford
Railroad, Midland Division, and Station street, Hyde Park.
Glen wood Avenue West, over passageway connecting land of
the New York, New Haven & Hartford Railroad, Hyde Park.
Harrison avenue, over Boston & Albany Railroad.
110 City Document No. 22.
Hyde Park avenue, over proposed electric connection between
Midland and Providence Division, New York, New Haven
& Hartford Railroad, Hyde Park.
Maverick street, East Boston, over Boston & Albany Railroad.
Milton street, Hyde Park, over New York, New Haven &
Hartford Railroad.
Mystic avenue, over Boston & Maine and Boston & Albany
Railroads.
New Allen street, Hyde Park, over New York, New Haven &
Hartford Railroad.
Oakland street, over New York, New Haven & Hartford Rail-
road, Midland Division, Mattapan.
Perkins street (fodtbridge) , over Boston & Maine Railroad.
Porter street, over Boston & Albany Railroad.
Prescott street, over Boston & Albany Railroad.
Redfield street, at Neponset, over New York, New Haven &
Hartford Railroad, Old Colony Division.
Reservoir road, Brighton, over Boston & Albany Railroad,
Newton Branch.
Saratoga street, over Boston & Albany Railroad.
Saratoga street, over Boston, Revere Beach & Lynn Railroad,
East Boston.
Southampton street, over New York, New Haven & Hartford
Railroad, Old Colony Division.
Sprague street, over New York, New Haven & Hartford Rail-
road, Midland Division, and branch of Providence Division,
Hyde Park.
Summer street, over New York, New Haven & Hartford Rail-
road, Midland Division.
Sumner street, East Boston, over Boston & Albany Railroad.
Webster street (footbridge), East Boston, over Boston & Albany
Railroad.
West Fourth street, over New York, New Haven & Hartford
Railroad, Old Colony Division.
V. — Bridges Maintained by Metropolitan District
Commission, Park Division.
* Charles River Dam.
Mattapan, over Neponset river.
* Neponset, from Dorchester to Quincy.
North Beacon street, from Brighton to Watertown.
VI. — Bridges Wholly Maintained by Railroad
Corporations.
1st. — Boston & Albany.
Albany street (over passenger tracks) .
Market street, Brighton.
Tremont street.
Washington street.
Public Works Department. Ill
2d. — Boston & Maine and Boston & Albany Railroads.
Main street.
3d. — Boston & Maine Railroad, Eastern Division.
Wauwatosa avenue, East Boston.
4th. — Boston, Revere Beach & Lynn Railroad.
Everett street.
5th. — New York, New Haven & Hartford Railroad, Midland
Division.
Athens street.
Bolton street.
Dorchester avenue.
East River street, at River Street Station, Hyde Park.
Gold street.
Silver street.
Washington street, Dorchester.
West Broadway.
West Second street.
West Third street.
West Fourth street.
West Fifth street.
West Sixth street.
6th. — New York, New Haven & Hartford Railroad, Old Colony
Division.
Adams street.
Cedar Grove Cemetery.
Medway street.
Savin Hill avenue.
7th. — New York, New Haven & Hartford Railroad, Providence
Division.
Albany street.
Arlington square.
Baker street, West Roxbury.
Bellevue street, West Roxbury.
Berkeley street.
Broadway, South Boston.
Canterbury street, West Roxbury.
Centre, and Mt. Vernon streets, West Roxbury.
Columbus avenue.
Dartmouth street.
Gardner street, West Roxbury.
- Harrison avenue.
Park street, West Roxbury.
112 City Document No. 22.
Washington street.
West street, Hyde Park.
West River street, Hyde Park.
VII. — Bridges Maintained by the United States
Government.
* Victory Bridge (over Neponset river), from Dorchester to
Quincy.
Recapitulation of Bridges.
I. Number wholly maintained by Boston:
In charge of Bridge and Ferry Division . 64
In charge of Bridge and Ferry Division and
Park and Recreation Department . . 2
In charge of Park and Recreation Depart-
ment 18
— 84
II. Number of which Boston maintains the part
within its limits:
In charge of Bridge and Ferry Division . 7
In charge of Park and Recreation Depart-
ment 5
— 12
III. Number of which Boston pays a part of the
cost of maintenance:
In charge of Bridge and Ferry Division . 7
In charge of Commissioners for Boston and
Cambridge Bridges 7
In charge of Commissioners for Granite
Avenue Bridge 1
— 15
IV. Number of which Boston maintains the whole
or a part of the wearing surface . . 34
V. Number maintained by Metropolitan District
Commission . . .... 4
VI. Number maintained b}r railroad corporations:
1. Boston & Albany Railroad ... 4
2. Boston & Maine and Boston & Albany
Railroads 1
3. Boston & Maine Railroad, Eastern Di-
vision 1
4. Boston, Revere Beach & Lynn Railroad, 1
5. New York, New Haven & Hartford
Railroad, Midland Division . . 13
6. New York, New Haven & Hartford
Railroad, Old Colony Division . . 4
7. New York, New Haven & Hartford
Railroad, Providence Division . . 16
— 78
Public Works Department.
113
VII. Number maintained by the United States
Government
Total number
190
Table Showing the Widths of Channelways for Vessels in all Bridges
Over Navigable Water in the City of Boston in January, 1921.
Name of Bridge.
Location.
o d
u S
!«
o
Width
.
Brighton to Cambridge
45 feet 0 i
45 " 0
75 " 0
„
Boston & Maine Railroad, Eastern
Division.
Boston to Charlestown
39 " 8
"
35 " 0
a
Division.
Boston & Maine Railroad, Fitchburg
Division.
Boston to Charlestown
36 " 0
"
Boston & Maine Railroad, Fitchburg
Division (for teaming freight).
u a
36 " 7
"
Boston & Maine Railroad (freight),
Southern Division.
Boston to East Cambridge ....
40 ■ 0
"
Boston & Maine Railroad (passenger),
Southern Division.
" " ....
39 " 8
"
Boston & Maine Railroad, Western
Division.
Boston to Charlestown
39 " 4
"
35 " 6
a
Division.
Over Fort Point channel
50 " 0
u
Brighton to Cambridge
40 " 0
,
50 " 0
„
36 " 6
a
Boston to East Cambridge
Boston to Charlestown 1
45 " 0
u
2
[50 " 0
[49 " 9
125 " 0
u
u
Chelsea (north channel)
Charlestown to Chelsea
2
«
u «
49 " 0
«
East Boston to Chelsea
60 " 0
50 " 0
u
„
41 " 3
a
Dover street
u
40 " 6
■
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0).
t Drawless channelway; clear headroom of 28 feet above basin level.
114
City Document No. 22.
Table Showing Widths of Channelways, etc. — Concluded.
Name of Bridge.
Location.
o a
eg
o
Width.
Grand Junction Railroad . .
Grand Junction Railroad . .
Granite avenue
Harvard (Boston side)
Harvard (Cambridge side) .
Maiden
Meridian street
Neponset (temporary)
New York, New Haven & Hartford
Railroad.
New York, New Haven & Hartford
Railroad, Plymouth Division.
* North Beacon street .
Northern avenue
Prison Point
Summer street
Summer street
Victory
Warren
Western avenue .
Western avenue.
Brighton to Cambridge.
East Boston to Chelsea .
Dorchester to Milton . .
Boston to Cambridge . .
Charlestown to Everett .
East Boston to Chelsea . .
Dorchester to Quincy . . .
Over Fort Point channel .
Dorchester to Quincy . . .
Brighton to Watertown
Over Fort Point channel. . .
Charlestown to Cambridge.
Over Fort Point channel . . .
Over Reserved channel, South
Boston.
Dorchester to Quincy. .
Boston to Charlestown . .
Brighton to Cambridge .
Brighton to Watertown.
39 feet 3 inches.
60 " 0 "
0 "
7 ■
0 ■
0 "
0 "
5 "
51 " 0
4t
"
0
75
"
3
37
■
4
50
»
0
39
"
3
50
«
0
36
»
0
36
■
0
36
«
0
* Drawless channelway; clear headroom of 12 feet above basin level (about elevation 8.0).
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116 City Document No. 22.
ELEVATION AND DATUM PLANES REFERRED
TO BOSTON CITY BASE.
Feet.
*0.00 Boston city base. This base is used by the
towns of Brookline and Watertown and the
cities of Chelsea, Everett, Maiden, Newton
and Waltham.
— 4 . 98 Cambridge city base.
+ 0.64 Somerville city base.
0 . 00 Metropolitan Park Commission base.
+ 0.64 State Department of Public Works, Division
of Waterways and Public Lands.
0 . 00 Metropolitan Water Board base.
— 100.00 Metropolitan Sewerage Board base.
— 100.00 Boston Transit Commission base.
— 100.00 Charles River Commission base.
15.45 Old bench mark, on coping of old dry dock at
Charlestown Navy Yard.
15 . 11 New bench mark on coping of old dry dock at
Charlestown Navy Yard, northwest end
over crowfoot.
5 . 00 Piles to be cut off for building.
12.00 Minimum cellar bottom elevation when not
waterproofed.
9.82 South Boston base. Formerly in use, now
abandoned.
0.00 Mean low water about 1830. t
+ 0.34 Mean low water, 1867. f
+ 0.79 Mean low water, 1902. f
+ 0.58 Navy Yard base, 1902. t
10.63 Mean high water, 1902. |
5.71 Mean sea level, 1902. f
9.84 Mean rise and fall of tide, 1902.J
*Definition of Boston city base: "Boston city base is a datum plane 15 feet above the
average height of the sill of the Charlestown dry dock." (Page 552, report of Committee
on Charles River Dam, 1903.)
t John R. Freeman, civil engineer, in report to Committee on Charles River Dam, 1903
pp. 562, 569, 570.
Public Works Department.
117
Highest Recorded Tides.
Feet.
15.62 April 16, 1851, average of seven observations
North Market street and vicinity, leveled on
in 1854 by Charles Harris, Surveying Divi-
sion n. b. 22, p. 54 (15.10 above mean low
water, United States Coast Survey Chart of
Boston Harbor, 1857).
15.64 December 26, 1909, average of twenty-nine
observations, on waterfront, Nut Island, to
Deer Island, elevations determined in most
cases by John H. Edmonds, before January
1, 1910, from points put in for that purpose,
1902 to 1905.
15.50 December 26, 1909, actual elevation at North
Ferry, Boston proper, as observed on staff
gauge, at high water.
From comparison of contemporary diary and
newspaper accounts the only tide of this
class prior to 1851, found by John H.
Edmonds, was that of February 24, 1722-23,
which was in all probability about 16 . 00.
The following tidal records may be of interest :
High Tides.
Plane of Reference, Boston City Base.
Feet.
When Taken.
By Whom.
16.00
15.62
15.74
14.15
14.94
13.72
14.19
13.60
14.83
14.70
14.70
11.90
13 . 50
13.90
14.30
14.62
14.40
Feb. 24, 1722-23
April 16, 1851.. .
April 16, 1851... .
Jan. 23, 1898....
Nov. 27, 1898
Nov. 8,1900
Nov. 25, 1901... .
Dec. 14, 1902....
Jan. 25, 1905
Jan. 25, 1905
Jan. 25, 1905
Dec. 26, 1909
Dec. 26, 1913....
Nov. 20, 1914
Jan. 13, 1915... .
Jan. 13, 1915... .
Nov. 7,1919....
By comparison
Average of 7 observations
Navy Yard, staff gauge
Charlestown Bridge and East Boston Ferries,
Average of 15 observations
Maiden Bridge
Average of 10 observations
Average of 1 1 observations
Average of 34 observations
Inner harbor, 10 observations
North Ferry, Boston proper
North Ferry, Boston proper (p. m.)
North Ferry, Boston proper
Maiden Bridge
North Ferry, Boston proper
Granite Avenue Bridge
North Ferry, East Boston side
J. H .Edmonds.
Charles Harris.
Isaac Williams.
F. P. Spalding.
J. H. Edmonds.
J. H. Edmonds.
F. P. Spalding.
H. H. McNerlin.
F. P. Spalding.
G. A. Clough.
F. P. Spalding.
Low Tides.
5.60
Nov. 27, 189S
Deer Island, metropolitan sewer station ....
Self-recording gauge.
—3 . 50
Feb. 1,1900
Deer Island, metropolitan sewer station. . . .
Self-recording gauge.
—2.94
Feb. 3,1900
South Boston station, Edison Electric
D. A. Harrington.
—3.00
Feb. 4,1901
Deer Island, metropolitan sewer station. . . .
Self-recording gauge.
—3.00
Mar. 23, 1905
Deer Island, metropolitan sewer station ....
Self-recording gauge.
118 City Document No. 22.
Ferry Service.
The following steam ferryboats are in commission.
When Gross
Name. Built. Type. Length. Tonnage.
Hugh O'Brien 1883 Side Wheel 175 ft. 3 in. 645
Governor Russell 1898 Propeller 164 " 3 " 713
Noddle Island 1899 " 164 " 3 " 710
General Sumner 1900 " 164 " 3 " 703
John H. Sullivan 1912 " 172 " 3 ■ 826
Lieutenant Flaherty 1921 " 174 " 727
Ralph J. Palumbo 1921 " 174 " 755
Financial Statement for the Year Ending January 31,
1922.
I. Receipts.
Total cash receipts during the year . . . $104,457 92
Cash in hands of tollmen at beginning of year . 200 00
$104,657 92
Cash paid over to City Collector . $104,457 92
Cash in hands of tollmen January
31, 1922 200 00
$104,657 92
2. Appropriations and Expenditures.
Received from annual appropriation for Ferry
Service . $501,856 57
Received by transfer from Bridge Service . . 3,106 95
Unexpended balances from special appropriations
February 1, 1921:
East Boston Ferry improvements ... * 843,399 29
Ferryboat "Noddle Island" .... 100,32338
Ferryboats, repairs, etc. 3,359 68
Total appropriations and balances carried
over $1,452,045 87
Total expenditures 1,180,386 97
$271,658 90
Unexpended balances of special
appropriations, January 31, 1922, $263,531 73
Transferred to city treasury
(maintenance appropriation) 8,127 17
271,658 90
* 8500,000.00 authorized in 1920 but not issued until 1921.
Public Works Department. 119
Receipts for the year (net income)
$104,457 92
Ordinary expenses (maintenance
appropriations) ....
$496,836 35
Interest paid on ferry debt .
29,795 00
Depreciation on ferryboats .
29,419 75
Decrease in value of machinery and
tools
222 79
Decrease in value of supplies on
hand
339 32
Decrease in value of fuel on hand . .
8,204 92
Net outgo for the year .
* 564,818 13
Net loss for the year
* $460,360 21
* Does not include expenditure for special appropriations.
120
City Document No. 22.
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121
Comparative Balance Sheets at the Close of Each Year for Five Years.
January 31,
1918.
January 31,
1919.
January 31 ,
1920.
January 31,
1921.
January 31,
1922.
Assets.
Cash, tollmen's capital
$200 00
100 52
7,238 24
$200 00
113 54
14,436 34
27,280 67
184,668 33
2,605 72
610,100 00
$200 00
137 87
19,950 60
27,904 00
173,588 23
2,475 44
610,100 00
$200 00
140 20
35,852 94
947,082 35
379,450 27
2,227 90
610,100 00
$200 00
187 85
27,308 70
263,531 73
1,024,067 76
2,005 11
610,100 00
City Treasurer (balance of appro-
196,455 67
2,772 00
610,100 00
Real estate, land and buildings
(assessors' valuation)
$816,866 43
315,815 68
5,094,074 27
$839,404 60
315,815 68
5,477,858 89
$834,356 14
315,815 68
5,878,459 23
$1,975,059 66
315,815 68
6,395,570 42
$1,927,401 15
315 815 68
Cost of avenues, etc., East Boston
6,865,402 36
Totals
$6,226,756 38
$6,633,079 17
$7,028,631 05
$8,686,445 76
$9,108,619 19
Liabilities.
Capital invested by City of Boston
$6,226,756 38
$6,605,798 50
27,280 67
$7,000,727 05
27,004 00
$7,739,363 41
947,082 35
$8,845,087 46
263,531 73
Appropriations account (credit
Total liabilities
$6,226,756 38
$6,633,079 17
$7,028,631 05
$8,686,445 76
$9,108,619 19
Details of Capital Invested by the City of Boston.
Total expenditures to date per ferry
$13,331,024 31
7,995 00
279,148 85
$13,800,322 33
6,063 00
279,148 85
$14,202,449 75
5,428 50
279,148 85
$15,113,454 44
15,211 67
279,148 85
$16,309,053 08
29,795 00
279,148 85
Interest of debt for the year (per
Interest previous years, etc. (net
debits, per City Auditor)
Deduct total receipts paid to City
Collector
$13,618,168 16
7,391,411 78
$14,085,534 18
7,479,735 68
$14,577,027 10
7,576,300 05
$15,407,814 96
7,668,451 55
$16,617,996 93
7,772,909 47
Excess expenditures, capital
$6,226,756 38
$6,605,798 50
$7,000,727 05
$7,739,363 41
$8,845,087 46
1 Included in deficiency of assets in Table 4.
122
City Document No. 22.
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124 City Document No. 22.
Total Expenditures Upon Ferries Since 1858=59.
Expenditures for avenues, paving, interest, etc.,
previous to the purchase of the ferries by the
citY $444,101 30
Purchase of ferries April, 1870 . . . 276,375 00
Expenditures for ferryboats since April, 1870 1,636,885 15
Expenditures for new buildings, piers, drops, etc., 607,523 64
Expenditures for tools and fixtures (prior to
1910) 14,752 46
Expenditures for land from Lincoln's Wharf in
1887 5,562 52
Expenditures for land from Battery Wharf in
1893 10,000 00
Total expenditures on capital account . $2,995,200 07
Expenditures for repairs of all kinds . . . 1,675,023 25
Expenditures for fuel 2,208,442 03
Expenditures for salaries and wages . . . 7,532,893 17
Expenditures for all other purposes . . . 2,206,438 41
$16,617,996 93
Total Receipts from Ferries Since 1858=59.
Receipts from rents, etc., previous to purchase of
ferries $29,588 56
Receipts from ferry tolls since purchase of ferries, 7,462,060 48
Receipts from rents since purchase of ferries . 68,980 04
Receipts from sale of ferryboats .... 152,567 44
Receipts from all other sources, per ferry books, 29,178 10
Receipts from all other sources, additional, per
City Auditor 30,734 85
Total receipts from all sources . . . $7,773,109 47
Less amount with tollmen as capital . . . 200 00
Total receipts, per auditor's figures . . $7,772,909 47
Regular Annual (Ordinary) and Special Appropriations
(Extraordinary) of the Ferry Service for the Year
Ending January 31, 1922.
Appropriations (regular) for the year ending
January 31, 1922 . . . ' . . . $501,856 57
Received by transfer from Bridge Service . 3,106 95
$504,963 52
Amount of expenditures (regular) for the year . 496,836 35
Unexpended balance to City Treasury . $8,127 17
Public Works Department. 125
SPECIAL APPROPRIATIONS.
East Boston Ferry, Improvements, Etc.
Unexpended balance February 1,1921 $843,399 29
Expenditures from February 1, 1921, to January 31, 1922:
Labor, engineering $3,615 82
Traveling expenses 1,250 82
Telegrams and telephones .... 3 90
Amount paid to R. Minton Company:
Labor and materials used in shop and on
board reconstructing passageway gates,
deck wash, emergency fire hose, boiler
feed, circulating pumps, etc . . . 645 38
Amount paid to Fay, Spofford & Thorndike
for professional services for design and
supervision of new ferryboats . . 7,750 00
Amount paid to Winnisimmet Ship Yard,
Inc., under contract for building steel
ferryboat "Ralph J. Palumbo." Boat
accepted September 23, 1921 :
Contract price . . . $335,000 00
Extra work: Build barrier
gates with housed springs
and swivel posts instead
of type called for, at an
agreed price of . . . 950 00
Install extra building over
fuel oil tanks, build addi-
tional passageway along
coal bunkers, etc., at an
agreed price of . . . 975 00
$336,925 00
Less amount paid in 1920 . 67,000 00
Amount paid to Groton Iron
Works under contract for
building steel ferryboat
"Lieutenant Flaherty."
Boat accepted Aug. 19,
1921:
Contract price . $379,950 00
Extra work: Build barrier
gates with housed springs
and swivel posts instead
of type called for, at an
agreed price of . . 950 00
269,925 00
Less amount
paid in 1920 . $75,990 00
Less amount
retained t o
satisfy claims, 5,317 76
$380,900 00
81,307 76
299,592 24
582,783 16
Unexpended balance January 31, 1922 $260,616 13
126
City Document No. 22.
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127
Statement Showing Receipts at Each Ferry.
North Ferry.
From Tollmen.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$10,379 28
9,544 00
$3,548 50
4,829 00
$13,927 78
East Boston side
14,373 00
Totals
$19,923 28
$8,377 50
$28,300 78
From tollmen
From gatemen:
For 79,030 foot passengers at 1
cent
For cash fares for teams
Total at North Ferry
$790 30
17,769 01
$28,300 78
18,559 31
$46,860 09
South Ferry.
From Tollmen.
Foot
Passengers.
From
Tickets.
Totals.
Boston side
$11,387 81
10,565 22
$4,245 00
3,534 00
$15,622 81
East Boston side
14,099 72
Totals
$21,953 03
$7,779 00
$29,722 53
From tollmen
From gatemen:
For 95,030 foot passengers at 1
cent . .
For cash fares for teams
Total at South Ferry
$950 30
19,966 59
North and South Ferries
Tickets paid for at ferry office ....
Received in lieu of free ferries July 4, 1921 .
Total from rates
Rents for the year
Sale of boats "D. D. Kelly" and "General Hancock,'
Carried forward
,722 53
20,916 89
$50,639 42
$97,499 51
2,174 70
1 00
$99,675 21
522 35
3,500 00
$103,697 56
128
City Document No. 22.
Brought forward .
Sale of old material .
Headhouse privileges
Care of public telephone booths
Commissions on public telephones
Kearfott Engineering Company
Hygienic Coin Lock Company
Total receipts for the year
$103,697 56
116 86
400 00
48 00
100 50
70 00
25 00
$104,457 92
Statement of Travel on the Ferries From February 1,
1921, to January 31, 1922, Inclusive.
North Ferry. South Ferry.
Foot passengers at 1 cent each . 2,071,358 2,290,333
Foot passenger by ticket . . . 23,888 5,202
Foot passengers free . . . 1,523 2,956
2,096,769 2,298,491
224,788
244,043
Total foot
One-horse teams, light motor trucks,
pleasure carriages and runabouts,
Two-horse pleasure carriages, hacks
and touring cars ....
Two-horse teams and motor trucks,
T hree-horse teams and heavy motor
trucks
Four-horse teams . ...
Handcarts, etc
Drag wheels
Free teams, hacks and motor ve-
hicles
Motor Vehicle Traffic (as per Reports of Captains) .
February 1, 1921, to January 31, 1922, included in above figures.
159,002
164,552
140,789
144,977
407
1,537
2,065
0
1,198
2,774
2,057
0
11,868
10,590
564,219
546,428
North Ferry.
South Ferry.
Total.
Runabouts
Touring cars
43,338
1 176,719
3 142,444
46,857
2 146,504
4 173,921
90,195
323,223
Trucks
316,365
Total
362,501
367,282
729,783
1 Includes 6,527 free.
2 " 4,765 "
s " 3,701 "
* " 3,790 "
Total, 18,783 free.
Public Works Department.
129
Total paying foot passengers .
Total foot passengers
Total foot passengers carried .
Total paying teams ....
Total free teams ....
Total teams carried .
4,390,781
4,479
4,395,260
1,088,189
22,458
1,110,647
Total Travel on Both Ferries from February 1, 1915, to
January 31, 1921.
1916-17.
1917-18.
1918 19.
1919 20.
1920-21.
1921 22.
582,819
291,795
4,723
6,640
94,333
3,537
1
577,507
308,564
3,538
7,089
110,203
3,570
500,193
306,672
3,471
7,598
132,743
3,265
8
494,372
330,023
4,372
4,542
173,821
4,935
6
437,254
314,109
4,105
3,774
226,742
5,224
1
468,831
309,529
Three-horse teams
1,605
4,311
Two-horse carriages, hacks J... .
Two-cent tolls, hand carts, etc. .
299,791
4,122
Paid teams at both ferries
Free teams at both ferries
983,848
12,067
1,010,471
15,177
953,950
21,708
1,012,071
17,447
991,209
16,650
1,088,189
22,458
Total teams at both ferries,
995,915
1,025,648
975,658
1,029,518
1,007,859
1,110,647
4,631,244
1,763
4,191,410
846
3,952,673
2,820
4,424,773
4,500
3,987,785
3,305
4,390,781
4,479
Total foot passengers
4,633,007
4,192,256
3,955,493
4,429,273
3,991,090
4,395,260
Note: The above team travel includes automobiles.
* Includes one-seat automobiles. f Includes motor trucks. J Includes two-seat automobiles .
130 City Document No. 22.
APPENDIX C.
REPORT OF THE DIVISION ENGINEER OF
THE HIGHWAY DIVISION.
Mr. Thomas F. Sullivan,
Commissioner of Public Works:
Dear Sir, — I submit herewith a statement of the
activities, operations and expenditures of the Paving and
Lighting Services for the year ending January 31, 1922.
The maintenance expenditures of the Highway Divi-
sion for the year were as follows :
Lighting Service $722,091 55
Paving Service 1,287,913 15
Total $2,010,004 70
Paving Service — General Plant.
The asphalt mixing plant at Brighton has been called
on to supply other than its own section due to the
removal of the Dorchester plant from Hancock street.
Hot bituminous mix has been furnished Dorchester,
Roxbury and West Roxbury, and part of the West End
district for surfacing and patching. The nine steam
rollers were overhauled and repaired and have been very
active in resurfacing extensive areas of bituminous
macadam during the year. Several of these steam
rollers will not be servicable for another year, the state
inspectors finding it necessary to reduce the steam pres-
sure on account of the age and defective condition of the
boilers.
The horses, one hundred six in number are in fair
condition. I would recommend that no additions be
made and that light trucks be purchased for the Paving
Service.
The department forces have been very active resurfac-
ing with bituminous macadam in the several districts of
the city, some one hundred forty streets having been
Public Works Department. 131
so treated during the year, exclusive of the ordinary
macadam repairs, repairs to paved streets, etc.
Early in the spring construction was resumed on
twenty-four streets under contract and uncompleted
from 1920. Contracts were awarded in 1921 to con-
struct or repave forty-six streets and thirty-five of them
were completed, leaving eleven to finish in 1922.
About 100,000 square yards of granite block pave-
ment was laid on the following streets :
Washington street, from Archdale road to 75 feet
south of Corinth street; Dudley street, from Alexander
street to Stoughton street; Albany street, from Broad-
way to about 75 feet south of Troy street; Friend street,
from Union street to Causeway street; Portland street,
from Hanover street to Causeway street; Richmond
street, from Hanover street to Atlantic avenue; Public
Alley 909, from Massachusetts avenue to Hemenway
street; Fargo street, from B street to C street; Claren-
don street, from Stuart street to bridge over Boston &
Albany Railroad; Stanhope street, from Morgan street
to Trinity place; Columbus avenue, from Tremont
street across Centre street; Dorchester avenue, from
Park street to Ashmont street; Charles street, from
Beacon street to Cambridge street.
About 93,000 square yards sheet asphalt and asphalt
concrete laid on the following streets:
Cushman road, from Dustin street to Glencoe street;
Centre street, from Allandale street to South street;
South street, from Centre street to about 270 feet east-
erly; Market street, from Washington street across
Western avenue; Arlington street, from Market street
across Leicester street; Halifax street, from South
Huntington avenue to Pond View avenue; Oriole street,
from Bellevue street to Emmons road ; Columbus avenue
from Centre street to Walnut avenue; Seaver street,
from Blue Hill avenue to Columbia road; Chelsea street
from Maverick street to Day square; Bremen street
from 230 feet northeast of Maverick street to Porter
street; Huntington avenue, from Gainsborough street
to Hemenway street; West Newton street, from Tremont
street to Shawmut avenue; Pontiac street, from Tremont
street to Hillside street; Imrie road, from Cambridge
street to Allston Playground; Melton road, from Wall-
ingford road to Colonial road; Thorndike street, from
Commonwealth avenue to Brookline line; Chestnut
Hill avenue, from Commonwealth avenue to Beacon
132 Citt Document No. 22.
street; Beacon street and Chestnut Hill avenue, from
Brookline line to Brookline line.
About 10,000 square yards of bitulithic pavement
were laid on the following streets:
Dorchester street, from East and West Broadway to
East and West Eighth street; Brenton street, from
Glenway street to Greenwood street; Whitten street,
from Dorchester avenue to Althea street.
About 70,000 square yards of Topeka pavement were
laid on the following streets :
Hyde Park avenue, from Metropolitan avenue to
River street; Babcock street, from Commonwealth
avenue to Boston & Albany Railroad; Cummington
street, from Commonwealth avenue to Boston & Albany
Railroad; Belgrade avenue, from Anawan avenue to
Centre street; Beech street, from West Roxbury Park-
way to Belgrade avenue; Centre street, from South
street to Spring street; Arbutus street, from Blue Hill
avenue to Irma street; River street, from bridge over
Providence Division Railroad to across Everett square;
Centre street, from Forbes street to Boylston street;
Green street, from Call street to Centre street.
About 12,000 square yards of wood block pavement
were laid on Washington street, from Beach to Kneeland
streets.
The number of lamps in use lighting the streets during
the past year were: — 9,713 single mantle gas; 143 fire
alarm gas; 5,416 magnetite arcs; 4,711 Tungsten in-
candescent. Total, 19,983, as compared with 19,889 for
1920.
Yours respectfully,
James H. Sullivan,
Division Engineer.
Public Works Department.
133
HIGHWAY DIVISION — LIGHTING SERVICE.
Financial Statement.
Expenditures, February 1, 1921, to January 31, 1922.
Electric Lighting:
Arc.
Edison Electric Illuminating
Company ..... $397,782 18
Charlestown Gas and Electric
Company . ... 23,528 63
$421,310 81
Incandescen
\m
Edison Electric Illuminating
Company
$83,303 84
Charlestown Gas and Electric
Company
21 12
Charlestown Gas and Electric
Company fire alarm lamps
85 33
83,410 29
Gas Lighting:
Boston Consolidated Gas Com-
pany
$195,651 10
Charlestown Gas and Electric
Company
10,607 34
Charlestown Gas and Electric
Compan}' fire alarm lamps
399 00
206,657 44
Salaries and Wages:
Division Engineer (part of)
$1,250 00
Clerk
1,976 92
Stenographer and clerk .
1,346 28
Lighting inspector
1,550 00
Pensions
360 00
6,483 20
Automobile Expenses:
Gasolene, oil, etc
$183 03
Ford automobile (net cost) .
405 00
Registration
10 00
Shoes and tubes, new and repairs,
83 70
Supplies
18 66
Repairs
158 86
Storage
66 00
Q25 25
'
. T__ • ' _ < '
Carried forward ....
$718,786 99
134 City Document No. 22.
Brought forward $718,786 99
Construction:
Installing lamps and posts and
removing and relocating lamps,
posts, etc., less rebates 1,358 32
Office Expenses:
Printing $117 90
Postage 30 00
Stationery and periodicals . . 63 22
211 12
liscellaneous:
Travel expenses (car fares) .
$22 70
Typewriter repairs and inspec-
tion
12 00
Gas lamp-posts ....
900 00
Globes and shade frames
2 42
937 12
Installing boulevard lamps on
Cleveland circle 798 00
Total $722,091 55
Revenue Credited to General Revenue.
Lighting Boston and Cambridge bridges . . $2,726 42
The following is a statement of the work done during
the year under the supervision of the Division Engineer,
Highway Division:
Arc lamps have been provided for skating and tobog-
ganing during the season at Franklin Field, Franklin
Park and Wood Island Park the same as in years past-
There has been installed in Cleveland circle, Brighton,
16 Boulevard White Way lamps. In addition to these,
throughout the city the lighting system was increased
by the installation of 51 new magnetite arcs and 55
incandescents, and 38 gas lamps at various locations.
The usual amount of regulation and relocation of lamps
and services, made necessary by street construction, the
building of sewers and other works has been conducted
throughout the year.
Petitions and requests for new lamps received from
citizens and from officials, also complaints in relation
to the Lighting Service have been investigated and
attended to. All streets in the underground district
prescribed for the year have been inspected and neces-
sary changes and additions have been made.
Public Works Department. 135
The number of miles of streets and ways lighted by
this service is as follows:
Public streets and alleys 606 . 33
Public footways 1.31
Park roads, footways and private streets and alleys,
approximately 300 . 00
Total 907.64
During the year the following defects were reported
by the police: arc lamps, 9443; incandescent, 5,737;
and gas lamps, 2629.
There are in operation 19,983 arc, incandescent and
gas lamps, divided as follows: 5,416 arcs, 4,711 tungsten
incandescents, 9,713 single mantle gas lamps and 143
fire alarm gas lamps.
Lamps Installed.
Magnetite arc lamps
Tungsten lamps
Single mantle gas lamps ....
Lamps Discontinued
Magnetite arc lamps
Tungsten lamps
Single mantle gas lamps ....
Net increase
62
55
38
155
0
11
50
—
61
94
136
City Document No. 22.
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137
The following table shows the number of lamps of
various types in use on January 1, 1922, as compared
with the number in use on January 1, 1921:
January,
1922.
January,
1921.
Increase or
Decrease.
Single mantle gas 9,713
Fire alarm gas
9,725
143
5,354
4,667
—12
Magnetite arc
Tungsten incandescent
5,416
4,711
62
44
19,983
19,889
94
Street Lamp Outages.
Rebates for lamps not lighted on schedule time or
out before the proper time have been received on the
various monthly bills as follows:
Date.
Incandescent.
Gas.
February, 1921
March
April
May
June
July
August
September. 7. . .
October
November
December
January, 1922.
$11 09
13 88
13 02
6 26
7 88
3 92
2 66
20 45
5 66
5 68
10 59
32 84
$30 78
42 53
53 66
21 31
7 68
9 17
4 13
6 88
3 56
9 91
19 36
27 62
$257 55
276 01
244 07
150 40
96 36
84 64
67 41
124 28
129 42
177 22
177 IS
372 64
$133 93
$236 59
2,757 18
Gas Lighting.
There are 9,713 single mantle gas lamps and 143
open flame fire alarm signal lamps.
The city furnishes the lamp-posts, the gas company
set the lamp-posts and provides service pipes laid from
the gas mains to the top of the posts; maintain all such
pipes and posts in good condition and repair; furnish
gas, lanterns, burners and all other necessary equipment,
including labor for lighting and care.
The lighting service provides for the gas, lighting and
care of the fire alarm signal lamps, and the fire depart-
ment for the lanterns, posts, setting and repairing of
same.
138
City Document No. 22.
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Electric Lighting.
There are in use 5,416 magnetite arc lamps, 3,361
40 candle power, 1,310 60 candle power, 19 100 candle
power, 10 200 candle power, and 11 600 candle power
tungsten lamps.
The electric companies provide and set the lamp-
posts, except the lamp-posts for incandescent lamps
supplied from underground circuits, furnish lamps,
overhead wires, underground conduits, cables and con-
nections and all other necessary equipment and main-
tain them in good condition and repair.
The lighting rates for electric lamps are in accordance
with the following table :
Description of Lamp.
Fixed Costs
per Lamp
per Year.
Rvinning
Costs per
Lamp Hour.
$10 80
12 00
100 candle power incandescent lamp, series
18 00
!40 cent
200 candle power incandescent lamp, series
25 00
36 00
1 cent
A discount of 10 per cent is made on the above rates
for lamps in all sections of the city. A deduction at the
rate of 1 cent per hour for lamps of 100 candle power or
less and 5 cents per hour for all other lamps is made for
outages.
140
City Document No. 22.
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142 City Document No. 22.
PAVING SERVICE.
The following is a description of the most important
work done during the year:
Granite Block Pavement.
Albany street, from Broadway to about 75 feet south of
Troy street. (See "Assessment Streets.")
Bremen street, from 230 feet northeast of Maverick street,
across Porter street is about 1,239 feet in length, with a roadway
24 feet and sidewalks 7 to 9 feet in width. A contract for
paving this street was awarded to Coleman Brothers, Inc.,
May 13, 1921. The contractor did the excavating, and reset
the edgestone. The roadway was paved with seconcWhand
granite block with grout joints on a gravel base. Artificial
stone sidewalks were laid on the north side and on the south
side the bricks were relaid. Work was commenced May 12,
1921, and completed July 11, 1921. The straight edgestone,
circles and corners were furnished by the city and delivered
on the line of work. The second-hand granite blocks were
hauled by the contractor from Chelsea street. All other
materials were furnished by the contractor. The sidewalks
and roadway were laid under a five year maintenance guaranty.
The former surface of this street was macadam roadway with
brick sidewalks.
Clarendon street, from Stuart street to Boston & Albany
Railroad Bridge. (See " Assessment Streets.")
Columbus avenue, from Tremont street to Centre street,
is about 3,170 feet in length. A contract for reconstructing
the surface of this street was awarded to John Kelly Company
June 24, 1921. Work was begun June 15, 1921, and completed
October 17, 1921. This street, 80 feet in width, has a roadway
54 feet in width, with a double track for surface cars in the
centre, and is paved with granite blocks, grout joints, on a 6-inch
cement concrete base, using the best of the blocks found in the
street and reshaping the existing concrete base with new material
to conform with the proper grade and crown. The sidewalks
are of artificial stone 13 feet in width. The street car tracks
were regulated and repaved by the Boston Elevated Railway
Company. The city furnished the new edgestone, circles and
corners on the line of the work and the granite blocks for replace-
ments at the Massachusetts avenue lot. The contractor did
the excavating, took up, cleaned and relaid the granite blocks,
set the edgestone, furnished all the materials for the work,
other than those furnished by the city, and hauled the surplus
Public Works Department. 143
paving materials to the city yard. The granite block pavement
and artificial stone sidewalks were laid under a five-year main-
tenance guaranty.
Dorchester avenue, from Park street to the railroad bridge
at Ashmont street is about 4,700 feet in length. A contract
for reconstructing the surface of this street was awarded to
Gore, Inc., July 22, 1921. Work was begun July 20, 1921, and
completed December 3, 1921. This street is about 56 feet in
width. The roadway is about 38 feet in width with a double
track for surface cars in the center and is paved in part with
granite blocks and in part with wood blocks, all on a 6-inch
cement concrete base. The sidewalks are of artificial stone, 9
feet in width with a granite edgestone. The contractor took
up the existing granite block paving in the easterly roadway,
dummy and westerly gutter, then recut and relaid the best of
the blocks with grout joints in the easterly roadway and dummy
between car tracks. New blocks, furnished by the city on the
line of the work and laid with an asphaltic mastic joint by the
contractor were used to pave the westerly roadway. The
wood blocks were furnished and laid with a sand joint by the
contractor, on both roadways from Dix street to Mather street
and from King street to Roseland street. The street car tracks
were regulated and repaved to conform with the rest of the
roadway by the Boston Elevated Railway Company. The
city furnished the new edgestone, circles and corners on the
line of the work and the paving blocks for replacements ot the
Massachusetts avenue lot. The contractor did the excavating,
set the edgestone, furnished all the materials for the work, other
than those furnished by the city and hauled the surplus paving
materials to the city yard. The granite block and wood block
in the roadways and the artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Dudley street, from Alexander street to Stoughton street,
is about 1,400 feet in length. A contract for repaving this
street was awarded to DeStephano Brothers August 18, 1920.
Work was begun September 16, 1920, suspended December 15,
1920, resumed March 17, 1921, and completed April 8, 1921.
This year 500 square yards of granite block pavement with
grout joints was laid to complete the work.
Fargo street, South Boston, from B street to C street.
("See Assessment Streets.")
Friend street, from Union street to Causeway street is about
1,860 feet in length. A contract for paving this street with
second-band granite blocks without joints on a concrete base
was awarded to B. E. Grant Company October 11, 1920. This
street is about 35 feet in width with a roadway 25 feet in width
and sidewalks 5 feet in width. Work was commenced October
22, 1920, suspended November 15, 1920, resumed March 17,
1921 and completed April 27, 1921 . The Contractor set the
edgestone to the line and grade, barred out and culled and piled
144 City Document No. 22.
the old granite blocks, removed the old concrete base where
directed and excavated the roadway. The roadway was paved
with second-hand granite blocks with grout joints on a 6-inch
Portland cement concrete base. The brick sidewalks were
replaced with artificial stone. The straight edgestone, circles
and corners were furnished by the city on the line of the work.
Second-hand granite blocks for renewals were furnished by the
city at the Massachusetts avenue lot and other yards and
hauled by the contractor. All other materials were furnished
by the contractor. In connection with this contract Merrimac
street, from Haymarket square to Portland street, was paved
with second-hand granite blocks with grout joints on a 6-inch
Portland cement concrete base. The brick sidewalks were
replaced with artificial stone. Market street, between Friend
street and Canal street, was repaved with second-hand granite
blocks, with grout joints on a 6-inch Portland cement concrete
base and the brick sidewalks were relaid. The granite block
paving and the artificial stone sidewalks were laid under a
five-year maintenance guaranty. The former surface of this
street was granite block gravel base and joints between Union
street and Sudbury street and granite block, pitch joints and
concrete base between Sudbury street and Causeway street.
Portland street, from Hanover street to Causeway street,
is about 1,696 feet in length. A contract for paving this
street with second-hand granite blocks with grout joints on
a concrete base, was awarded to B. E. Grant Company, Octo-
ber 11, 1920. The street is about 50 feet in width with a road-
way 34 feet in width and sidewalks 8 feet in width. Work
was commenced April 16, 1921, and completed June 28, 1921.
The contractor set the edgestone to line and grade, barred
out, culled and piled the old granite blocks, removed the old
concrete base where directed and excavated the roadway.
The roadway was paved with second-hand granite blocks
with grout joints on a 6-inch Portland cement concrete base.
The brick sidewalks were replaced with artifical stone.
The straight edgestone, circles and corners were furnished by
the city on the line of work. Second-hand granite blocks
for renewals were furnished by the city at the Massachusetts
avenue lot and other yards and hauled by the contractor.
All other materials were furnished by the contractor. In con-
nection with this contract, Hanover street, from Washington
street to Elm street was paved with second-hand granite
blocks with grout joints on the existing concrete base. Tra-
verse street, from Merrimac street to Canal street, was paved
with second-hand granite blocks with grout joints on the
existing concrete base. Market street, from Portland street
to Friend street, was paved with second-hand granite blocks
with grout joints on a 6-inch Portland cement concrete base.
The brick sidewalks were replaced with artificial stone. The
car tracks on Portland street were removed between Hanover
Public Works Department. 145
street and Merrimac street, and from Merrimac street to
Causeway street single tracks were laid and the area between
the rails paved with second-hand granite blocks with grout
joints on a 6-inch concrete base by the Boston Elevated Rail-
way Company. The granite block paving and artificial stone
sidewalks were laid under a five-year maintenance guaranty.
The former surface of this street was granite block, pitch
joints on a concrete base.
Public Alley 909, from Massachusetts avenue to Hemen-
way street. (See "Assessment Streets.")
Richmond street, from Hanover street to Atlantic avenue,
is about 1,213 feet in length. A contract for paving this street
with second-hand granite blocks, with grout joints on a 6-inch
Portland cement concrete base, was awarded to B. E. Grant
Company October 11, 1920. This street is from 40 to 50
feet in width with a roadway from 26 to 34 feet in width and
sidewalks from 7 to 8 feet in width. Work was commenced
June 11, 1921, and completed July 12, 1921. The contractor
set the edgestone to line and grade, barred out, culled and
piled the granite blocks and excavated the roadway. The
roadway was paved with second-hand granite blocks with
grout joints on a 6-inch Portland cement concrete base. The
brick sidewalks were replaced with artificial stone. The
straight edgestone, circles and corners were furnished by the
city on the line of the work. Second-hand granite blocks
for renewals were furnished by the city at the Massachusetts
avenue lot and other yards and hauled by the contractor.
All other materials were furnished by the contractor. The
granite block paving and artificial stone sidewalks were laid
under a five-year maintenance guaranty. The former surface
of the street was granite blocks, gravel base and joints.
Stanhope street, from Morgan street to Trinity place.
(See " Assessment Streets.")
Washington street, from 69 feet south of Corinth street
to Denton terrace, is about 2,160 feet in length. A contract
tor constructing this street was awarded Gore, Inc., August
30, 1921. Work was begun October 10, 1921, and suspended
December 15, 1921. It is a 60-foot street with granite edge-
stones, 5-inch granite blocks laid on 6-inch concrete base,
with asphalt mastic joints each side of street car tracks and
is to have 8-foot artificial stone sidewalks. The granite block
pavement and artificial stone sidewalks are laid under a five-
year maintenance guaranty. With the exception of the arti-
ficial stone sidewalk, a small part only of which was laid this
year, the street is practically completed. The edgestone and
granite blocks were furnished by the city on the line of work.
All other materials were furnished by the contractor. The
street car tracks and space between, from 69 feet south of
Corinth street to about 40 feet south of Cornell street, was
paved with recut granite blocks on a 6-inch concrete base
146 City Document No. 22.
with grout joints by the Boston Elevated Railway Company
and paid for by the city under agreement. The Boston Ele-
vated Railway Company furnished all materials.
Washington street, from Archdale road to 75 feet south
of Corinth street, is about 3,387 feet in length. A contract
for constructing the surface of this street was awarded to
William J. Barry June 25, 1920. Work was started July
1, 1920, suspended December 24, 1920, resumed April 12,
1921, and completed April 22, 1921. The work done this
year consisted of laying artificial stone sidewalks under a
five-year maintenance guaranty. The street car tracks and
space between was paved with recut granite blocks on 6-inch
concrete base with grout joints by the Boston Elevated Rail-
way Company and paid for by the city under agreement.
The Boston Elevated Railway Company furnished the ma-
terials.
Asphalt Pavement.
Allen wood, street, from Anawan avenue to Pelton street.
(See "Assessment Streets.")
Centre street, from Allandale street to South street. (See
"Assessment Streets.")
Chilton road, from Weld street to 411 feet northwesterly.
(See "Assessment Streets.")
Cushman road, from Dustin street to Glencoe street.
(See "Assessment Streets.")
South street, from Centre street about 270 feet easterly.
(See "Assessment Streets.")
Asphalt Concrete.
Arborway, from Forest Hills street to Morton street. (See
"Assessment Streets.")
Arbutus street, from Blue Hill avenue to Irma street.
(See " Assessment Streets.")
Archdale road, from Washington street to South street.
(See "Assessment Streets.")
Arlington street, Brighton, from Market street across
Leicester street is about 475 feet in length. A contract to pave
the surface of this street with Simasco pavement was awarded
to Simpson Brothers Corporation November 2, 1920. Work
started October 29, 1920, suspended December 8, 1920, re-
sumed May 10, 1921, and completed June 8, 1921. The con-
tractor set the new edgestone and reset the existing edgestone,
furnished and laid the artificial stone sidewalks on a cinder
foundation and laid the Simasco pavement on the old macadam
surface for a foundation. The artificial stone sidewalks and
Simasco pavement were laid under a 5-year maintenance
guaranty. The city furnished the new edgestone, and all other
materials necessary to do the work were furnished by the con-
tractor, who also hauled the old gutter block to the Chestnut
Hill avenue paving yard.
Public Works Department. 147
Babcock street, from Commonwealth avenue to the Boston
& Albany Railroad. (See "Assessment Streets.")
Beacon street and Chestnut Hill avenue, including Cleve-
land circle, is about 1,517 feet in length. A contract for paving
this street and constructing the circle was awarded to John J.
Ljane June 13, 1921. Work started June 24, 1921, and was
completed October 15, 1921. Beacon street at this location is
160 feet wide, with 15-foot sidewalks, consisting of 10 feet of
artificial stone sidewalks and the 5 feet of edgestone and plant-
ing space. There are two roadways, one 50 and one 30 feet in
width, a bridle path 20 feet wide and a track location and loam
space 30 feet wide. Cleveland circle is 175 feet in radius, con-
sisting of a sidewalk 20 feet wide, made up of a 10-foot artificial
stone sidewalk and 10 feet of loam space, a roadway 65 feet wide
and an inner circle, 90-foot radius, surrounded by a curb and is
reserved as a planting or loam space. Chestnut Hill avenue,
from Cleveland circle to the Brookline line, is 60 feet in width
with 10-foot sidewalks. The contractor did the subgrading,
set the new edgestone and reset the old edgestone, furnished and
laid artificial stone sidewalks and resurfaced the two roadways
on Beacon street with asphalt concrete on macadam foundation.
The roadway around the circle and Chestnut Hill avenue to the
line and Beacon street to the reservoir reservation were paved
with asphalt concrete on a 6-inch concrete base. The roadways
and sidewalks were laid under a 5-year maintenance guaranty.
The city furnished the new edgestone on the line of work and
the contractor furnished all other materials necessary to do the
work, including loam and seed for loam spaces and gravel for
the bridle path.
Beech street, from West Roxbury Parkway to Belgrade
avenue. (See "Assessment Streets.")
Belgrade avenue, from Ana wan avenue to Centre street.
(See "Assessment Streets.")
Centre street, from Forbes street to Boylston street, is
about 1,386 feet in length. A contract to pave the surface of
this street with Topeka pavement was awarded to the Central
Construction Company November 23, 1920. Work was begun
November 18, 1920, suspended December 22, 1920, resumed
April 28, 1921, and completed June 8, 1921. The contractor
set the new edgestone and reset the old edgestone, removed the
old gutter blocks, subgraded the roadway and laid the Topeka
pavement on the old macadam for a base. Artificial stone side-
walks were furnished and laid on the west side of the street and
the old brick sidewalks were relaid on the easterly side. The
artificial stone sidewalks and the Topeka pavement were laid
under a 5-year maintenance guaranty. The city furnished the
new edgestone and the sidewalk brick. All other materials
necessary for the completion of the work were furnished by the
contractor.
Centre street, from South street to Spring street. (See
"Assessment Streets.")
148 City Document No. 22.
Centre street, from Columbus avenue across Hyde square,
is about 3,270 feet in length and from Boylston street across
Green street is about 2,520 feet in length. A contract for con-
structing this street was awarded to B. E. Grant Company
August 10, 1921. Work was begun August 4, 1921, and sus-
pended December 10, 1921. From Columbus avenue across
Parker street, the edgestone was reset and the old granite blocks
were recut and relaid on 6-inch concrete base with grout joints,
each side of street car tracks. From Parker street, across Hyde
square on the northerly side and across Forbes street on the
southerly side, edgestone was reset and asphaltic concrete
laid on macadam foundation each side of street car tracks.
Recut granite block 9 inches wide were laid on outside of street
car rails on 6-inch concrete base with grout joints. Artificial
stone sidewalks were completed on north side from about 80
feet east of Gay Head street to Creighton street. The inter-
section of Moraine street and South Huntington avenue and of
Boylston street were laid with asphaltic concrete on macadam
foundation and brows of recut granite blocks on 6-inch concrete
base with grout joints laid to car tracks. From Moraine street
to Lochstead avenue on the west side and from Boylston street
to Robinwood avenue on the east side, edgestone was set,
asphaltic concrete on 6-inch concrete base and recut granite
block brows on 6-inch concrete base with grout joints, were
laid at car rails, on each side of street car tracks from Boylston
street and Moraine street to about 120 feet south of Lochstead
avenue on the west side, and to about 190 feet south of Spring
Park avenue on the east side. The asphaltic concrete, granite
block paving and artificial stone sidewalks were laid under a
5-year maintenance guaranty. The edgestone was furnished
by the city on the line of work. A part of the recut blocks were
furnished by the city and hauled by the contractor. All other
materials furnished by the contractor. The street car tracks
and space between, was paved with recut granite blocks on
6-inch concrete base with grout joints by the Boston Elevated
Railway Company. The space between the tracks was paid
for by the city under agreement. The Boston Elevated Rail-
way Company furnished the material.
Chelsea street, from Maverick street to Day square, is
about 3,972 feet in length with a roadway 50 feet in width and
sidewalks 10 feet in width. A contract for constructing this
street was awarded to Coleman Brothers, Inc., May 13, 1921.
Work was commenced May 9, 1921 and finished July 21, 1921.
The contractor did the excavating and reset the edgestone.
The roadway, from Maverick street across Gove street, was
paved with asphalt concrete on a 6-inch Portland cement con-
crete base and between Gove street and Day square with as-
phalt concrete on macadam foundation. The sidewalks were
constructed of artificial stone. The straight edgestone, circle
and corners were furnished by the city and delivered on the
Public Works Department. 149
line of work. All other materials were furnished by the con-
tractor. The sidewalks and roadway were laid under a five-
year maintenance guaranty. The former surface of this street
was granite block, gravel joints and tar and asphalt macadam
with brick sidewalks.
Chestnut Hill avenue, from Beacon street to Common-
wealth avenue. (See " Assessment Streets.")
Cummington street, from Commonwealth avenue to
Boston & Albany Railroad. (See " Assessment Streets.")
Columbus avenue, from Centre street to Walnut avenue, is
about 4,020 feet in length. A contract to pave the surface of
this street with asphalt concrete was awarded to Simpson
Brothers Corporation, May 11, 1921. Work was started May 6,
1921, and finished August 9, 1921. The existing edgestone was
reset, artificial stone sidewalks were furnished and laid and the
roadway was subgraded and paved with asphalt concrete on the
old macadam for a base. The sidewalks and roadway were
laid under a five-year maintenance guaranty. The city fur-
nished the new circles, edgestone and corners and all other
materials were furnished by the contractor, who hauled the old
cross walks, gutter blocks and sidewalk brick to the Highland
Street Paving Yard.
Green street, from Centre street to Call street, is about
1,992 feet in length. A contract to pave the surface of this
street with Topeka pavement was awarded to the Central Con-
struction Company November 23, 1920. Work was begun
March 31, 1921, and completed June 8, 1921. The work done
was to reset the edgestone, furnish and lay artificial stone
sidewalks, re move the old block gutters, subgrade the roadway
and lay the Topeka pavement on the old macadam for a founda-
tion. The artificial stone sidewalks and pavement were laid
under a five-year maintenance guaranty. The city furnished
the circular edgestone and all other materials necessary to do
the work were furnished by the contractor.
Halifax street, from South Huntington avenue to Pond View
avenue. (See "Assessment Streets.")
Hastings street, from Centre street to Corey street. (See
"Assessment Streets.")
Huntington avenue (north side), from the east side of
Gainsborough street to the west side of Hemenway street, is
about 1 882 feet in length. A contract to pave the surface of
this street with asphalt concrete was awarded to the Andrews
Construction Company May 12, 1921. Work started May 12,
1921, and was completed July 8, 1921. New edgestone was set
and much of the existing edgestone reset. Artificial stone side-
walks were furnished and laid and the roadway was subgraded
or brought up to the proper subgrade with crushed stone and the
asphalt concrete laid on the macadam foundation. The side-
walks and pavement were laid under a five-year maintenance
guaranty. The city furnished the new edgestone on the line of
150 City Document No. 22.
work and all other materials required were furnished by the
contractor, who hauled the old gutter blocks, crosswalks and
sidewalk brick to the Massachusetts avenue lot.
Hyde Park avenue, from Metropolitan avenue to River
street. (See "Assessment Streets.")
Imrie road, from Cambridge street to Allston Playground.
(See "Assessment Streets.")
Market street, from Washington street across Western
avenue, is about 5,015 feet in length. A contract to pave the
surface of this street with a Simasco pavement was awarded to
Simpson Brothers Corporation November 2, 1920. Work on
the street was started November 15, 1920, suspended December
8, 1920, resumed March 17, 1921, and completed June 24, 1921.
The contractor set the new edgestone and reset the old edge-
stone, hauled the gutter blocks to the Chestnut Hill Avenue
Paving Yard, furnished and laid the artificial stone sidewalks,
subgraded the old roadway and laid the Simasco pavement on
the old macadam for a foundation. The artificial stone side-
walks and pavement were laid under a five-year maintenance
guaranty. The brows and dummy of car tracks and some of the
paving in the tracks were relaid with grout joints. The city
furnished the new edgestone and all other materials necessary
to do the work were furnished by the contractor. In connection
with this work Western avenue was paved down to the Water-
town Bridge.
Melton road, from Wallingford road to Colonial road. (See
"Assessment Streets.")
Morton street, from Forest Hills avenue to 1,200 feet east-
erly. (See "Assessment Streets.")
North Beacon street, from Market street to beyond Parsons
street. (See "Assessment Streets.")
Oriole street, from Bellevue road to Emmons road. (See
"Assessment Streets.")
Pontiac street, from Tremont street to Hillside street.
(See "Assessment Streets.")
River street, from bridge over Providence Division Railroad
across Everett square, is about 1,269 feet in length. The con-
tract for constructing a Topeka pavement was awarded to the
Central Construction Company November 2, 1920. Work was
begun April 25, 1921, and completed September 20, 1921.
Edgestone was reset, recut granite blocks laid on 6-inch concrete
base with grout joints in single track and brows to tracks,
2-inch Topeka pavement laid on macadam foundation and
artificial stone sidewalks constructed. The Topeka pavement
and artificial stone sidewalks were laid under a five-year main-
tenance guaranty. Recut blocks were furnished by the city
and hauled by the contractor. Circular edgestone was fur-
nished by the city on the line of the work. Other materials
were furnished by the contractor.
Seaver street, from Blue Hill avenue to Columbia road, is
about 651 feet in length. A contract to pave the surface
Public Works Department. 151
of this street with asphalt concrete was awarded to Simpson
Brothers Corporation May 11, 1921. Work started June 9,
1921, and was completed August 13, 1921. New edgestone was
set and the old edgestone was reset where necessary. Artificial
stone sidewalks were furnished and laid and the roadway was
subgraded and paved with asphalt concrete on the old macadam
for a base. The sidewalks and roadway were laid under a five-
year maintenance guaranty. The city furnished the straight
and circular edgestone and corners on the line of work and all
other materials were furnished by the contractor, who hauled
the surplus and unused materials to the Highland Street Yard.
Considerable asphalt concrete was laid on the approaches at
Columbia road and Blue Hill avenue.
Stuart street, from Dartmouth street to Trinity place.
(See "Assessment Streets.")
Thorndike street, from Commonwealth avenue to the
Brookline line. (See "Assessment Streets.")
West Newton street, from Tremont street to Shawmut
avenue, is about 757 feet in length. A contract to pave the
surface of this street with asphalt concrete, was awarded to the
Andrews Construction Company May 12, 1921. Work was
begun May 31, 1921, and completed June 18, 1921. The old
edgestone was reset, artificial stone sidewalks were furnished
and laid and the roadway was subgraded and paved with
asphalt concrete on the old macadam for a base. The side-
walks and pavement were laid under a five-year maintenance
guaranty. The city furnished the circles and edgestone on
the line of work and all other materials were furnished by the
contractor, who hauled the old crosswalks, gutter blocks and
sidewalk brick to the Massachusetts avenue lot.
Bitulithic Pavement.
Brenton street, from Glenway street to Greenwood street.
(See "Assessment Streets.")
Dorchester street, from East and West Broadway to East
and West Eighth street, is about 1,720 feet in length. A con-
tract for reconstructing the surface of this street /as awarded
to Samuel J. Tomasello May 9, 1921. Work was begun May 6,
1921, and completed September 1, 1921. This street is 80 feet
in width. The roadway is 54 feet in width with a double track
for surface cars in the centre and is paved in part with bitu-
lithic on a 6-inch cement concrete base and in part with granite
block, asphaltic mastic joints, using the best of the blocks found
on the street and reshaping the existing concrete base with
new material to the proper grade and crown. Granite blocks
with grout joints on a 6-inch cement concrete base were used
to pave the brows of the car track. The Boston Elevated
Railway Company regulated and repaved the car track and
dummy with granite blocks, grout joints, on a cement concrete
base. The city furnished the new edgestone and circles on the
152 City Document No. 22.
line of the work. The contractor furnished all the other
materials, did the excavating, set the edgestone, cleaned and
relaid the granite blocks and hauled the surplus materials to
places designated by the commissioner. The granite block
pavement and bitulithic pavement in the roadway and arti-
ficial stone sidewalks were laid under a five-year maintenance
guaranty.
Whitten street, from Dorchester avenue across Althea
street. (See "Assessment Streets.")
Wood Block Pavement.
Charles street, from Beacon street to Cambridge street.
(See "Assessment Streets.")
Congress street, Post Office square and Milk street,
from State street across Federal street, is about 1,035 feet in
length with a roadway 37 to 190 feet in width. A contract for
paving this street with wood block pavement was awarded
to Coleman Brothers, Inc., September 16, 1921. Work was
commenced September 14, 1921, and completed November 22,
1921. The contractor barred out and hauled the old paving
blocks to the Massachusetts avenue lot and excavated the
roadway. The roadway was paved with wood blocks on a
6-inch Portland cement concrete base. The area between the
car tracks was paved with special cut granite blocks with
asphalt joints on a 6-inch Portland cement concrete base.
At the Angell Memorial Drinking Fountain, the granite blocks
were relaid with grout joints on the existing concrete base.
The car tracks were set to line and grade by the Boston Ele-
vated Railway Company and the area between the rails was
paved with granite blocks with asphalt joints on a 6-inch Port-
land cement concrete base. The wood block and granite
block paving was laid under a five-year maintenance guaranty.
The former surface of the street was granite block with pitch
joints and grout joints on a concrete base.
Washington street, from Beach street across Kneeland
street, is about 290 feet in length. A contract to pave the
surface of this street was awarded to James Doherty May 12,
1920. Work was begun October 11, 1920, suspended Decem-
ber 8, 1920, resumed April 19, 1921, and completed April 29,
1921. The contractor reset the edgestone, repaired the old
concrete base and furnished and laid a wood block pavement
on a mortar bed with sand joints. Granite block paving was
relaid in the intersection at Kneeland street. A part of these
blocks are recut, with gravel joints. Artificial stone sidewalks
were furnished and laid. The sidewalks and pavement was
laid under a five-year maintenance guaranty. The contractor
furnished all the materials necessary to do the work except a
small amount of edgestone furnished by the city.
Public Works Department. 153
Artificial Stone Sidewalks.
Beacon street (south side), at the Hotel Buckminster, is
about 189 feet in length. A contract to rebuild the artificial
stone sidewalk in front of this hotel was awarded to Louis
DeSisto September 19, 1921. Work was begun September 22,
1921, and completed September 29, 1921. The contractor
broke out the old walk which was in bad condition, due to
settlement and rebuilt the artificial stone walk under a five-
year maintenance guaranty. The contractor furnished all
materials necessary to do the work.
Blue Hill avenue (west side), from 217 feet south of Goodale
road to Wellington Hill street, is about 833 feet in length. A
contract for constructing an artificial stone sidewalk on this
street was awarded to Metzer and Tratten July 1, 1921. Work
was begun July 26, 1921, and completed August 19. 1921.
The sidewalk is 15 feet in width with a 10-foot artificial stone
walk and a loam space. The contractor furnished all the
materials for this work, graded the loam space and relaid the
underdrain at the back of the sidewalk. The artificial stone
was laid under a five-year maintenance guaranty.
Cowper street, from Moore street about 300 feet easterly.
A contract for constructing artificial stone sidewalks on this
street was awarded to the Holbrook Construction Company
June 24, 1921. Work was begun June 27, 1921, and com-
pleted July 20, 1921. It is a 50-foot street with a 34-foot
macadam roadway, 8-foot artificial stone sidewalk and granite
edgestone. The granite edgestone, circles and corners were
furnished, by the city on the line of the work. All other ma-
terials were furnished by the contractor. The artificial stone
sidewalks were laid under a five-year maintenance guaranty.
Euclid street, from Washington street to Withington
street, is about 431 feet in length. A contract for constructing
artificial stone sidewalks on this street was awarded to Metzer
and Tratten July 1, 1921. Work was begun July 6, 1921,
and completed July 25, 1921. It is a 40-foot street with a
macadam roadway, 7-foot artificial stone sidewalks, granite
edgestone and 3-foot granite block gutters. The granite edge-
stone, circles and corners were furnished by the city on the
line of the work. The gutter blocks were furnished by the
city and hauled by the contractor. All other materials were
furnished by the contractor. The artificial stone sidewalks
were laid under a five-year maintenance guaranty.
Fairbanks street, from Washington street to Faneuil
street, is about 1,174 feet in length. A contract to construct
the sidewalks on this street was awarded to the John McCourt
Company, June 24, 1921. Work was started June 20, 1921,
and completed July 15, 1921. This street is 40 feet in width
with 7-foot sidewalks. The contractor set the edgestone and
154 City Document No. 22.
furnished and laid the artificial stone sidewalks under a five-
year maintenance guaranty. The city furnished the new
edgestone and all other materials were furnished by the con-
tractor .
Hemenway street (easterly side), from Batavia street to
Gainsborough street, is about 191 feet in length. A contract
to rebuild the artificial stone on this street was awarded to
Louis DeSisto September 19, 1921. Work was started October
3, 1921, and completed October 10, 1921. The contractor
reset the edgestone and repaved the granite block gutter,
broke out the old walk, furnished considerable cinder founda-
tion and furnished and laid the artificial stone sidewalk under
a five-year maintenance guaranty. All the materials neces-
sary to do the work were furnished by the contractor.
Hemenway street (westerly side), from Museum square
about 230 feet northerly. A contract to construct an artificial
stone sidewalk on this street was awarded to Louis DeSisto
September 19, 1921. Work was started October 7, 1921, and
completed October 13, 1921. The contractor removed the old
brick sidewalk and hauled the brick to the Massachusetts
avenue lot. The edgestone was reset, granite block gutters
relaid, a cinder foundation furnished and the artificial stone
sidewalk furnished and laid. The contractor furnished all the
materials necessary to do the work.
La Grange street (north side), from Centre street to Land-
seer street, is about 1,005 feet in length. A contract for con-
structing artificial stone sidewalks was awarded to Joseph
Todesca November 26, 1920. Work was begun November 15,
1920, suspended December 9, 1920, resumed April 12, 1921,
and completed April 27, 1921. Granite edgestone was set,
2-foot granite block gutters laid the entire length, artificial
stone sidewalks 10 feet wide laid from Centre street to Sturgis
road, and 6 feet wide with loam space 4 feet wide and tree
pits from Sturgis road to Landseer street. The artificial stone
sidewalk was laid under a five-year maintenance guaranty
The edgestone was furnished by the city on the line of work
and granite blocks were furnished by the city and hauled by
the contractor. All other materials were furnished by the
contractor.
Moore street, from Bennington street to Cowper street, is
about 728 feet in length. A contract for constructing artificial
stone sidewalks on this street was awarded to Holbrook Con-
struction Company June 24, 1921. Work was begun June
20, 1921, and completed July 28, 1921. It is a 50-foot street
with a 34-foot macadam roadway, 8-foot artificial stone side-
walks and granite edgestone. At the southerly end of the
street, a fence about 60 feet in length was built and the slope
toward the harbor paved with large stone to protect it from
tidal wash. The granite edgestone, circles and corners were
furnished on the line of work by the city. The stone for slope
Public Works Department. 155
paving was found on the street. All other materials were fur-
nished by the contractor and the surplus paving blocks were
hauled to the city yard by the contractor. The artificial stone
sidewalks were laid under a five-year maintenance guaranty.
Orchard street, from Centre street to Pond street, is about
1,570 feet in length. A contract for constructing artificial
stone sidewalks on this street was awarded to the Andrews
Construction Company June 22, 1921. Work was begun
June 22, 1921, and completed August 9, 1921. The edgestone
was reset, granite block gutters relaid, gravel base and joints
and artificial stone sidewalks constructed. The sidewalk on
the south side of Pond street, from Dunster road to about 150
feet west of Orchard street, was also constructed. The arti-
ficial stone sidewalk was laid under a five-year maintenance
guaranty. Small corners were furnished by the city on the
line of work. All other materials were furnished by the
contractor.
Peterborough street (south side), in front of No. 40 and
No. 42, is about 91 feet in length. A contract to reconstruct
the sidewalks in front of these properties was awarded to
Louis DeSisto September 19, 1921. Work was started Sep-
tember 29, 1921, and completed October 1, 1921. The con-
tractor broke out the old artificial stone sidewalk and furnished
the new cinder foundation necessary and furnished and laid
the new walk under a five-year maintenance guaranty. The
contractor furnished all materials necessary to do the work.
South street, from Archdale road to Washington street, is
about 2,040 feet in length. A contract for constructing arti-
ficial stone sidewalks was awarded Charles Struzziery Septem-
ber 22, 1921. Work was begun September 22, 1921, and com-
pleted November 26, 1921. Edgestone was set and artificial
stone sidewalks constructed where none existed. The side-
walks vary from 6 to 7 feet in width. The artificial stone
sidewalks were laid under a five-year maintenance guaranty.
The straight edgestone was furnished by the city and hauled
by the contractor. Circular edgestone and corners were,
furnished by the city on the line of work. All other materials
were furnished by the contractor.
Wachusett street, from Walk Hill street to Weld Hill
street, is about 1,404 feet in length. A contract for construct-
ing the artificial stone sidewalks on this street was awarded to
Metzer and Tratten July 1, 1921. Work was begun August 15,
1921, and completed October 29, 1921. It is a 35-foot street
with a macadam roadway, 6-foot artificial stone sidewalks,
granite edgestone and 3-foot granite block gutters. The
granite edgestone, circles and corners were furnished by the
city on the line of work. The gutter blocks were furnished by
the city and hauled by the contractor. All other materials
were furnished by the contractor. The artificial stone side-
walks were laid under a five-year maintenance guaranty.
150 City Document No. 22.
Assessment Streets.
Albany street, from Broadway to about 75 feet north of
Troy street, is about 821 feet in length. A contract for paving
this street with granite blocks with grout joints on a concrete
base was awarded to James Doherty, September 29, 1920.
Work was commenced September 15, 1920, suspended Decem-
ber 17, 1920, resumed March 21, 1921, and completed May 9,
1921. This street is 80 feet in width with a roadway 54 feet
in width and sidewalk 13 feet in width. The contractor
furnished the filling and did the excavating. The edgestone
was reset to fine and grade and the roadway was paved with
granite blocks with grout joints on a 6-inch Portland cement
concrete base. Owing to the fact that the roadway was
widened about 20 feet, the contractor furnished about 2,000
square yards of new granite blocks which were laid between
Broadway and Seneca street, and Oneida street and Genesee
street. The straight edgestone, circles, corners and sidewalk
brick were furnished by the city on the line of the work. Second-
hand sidewalk brick were furnished by the city at the Massa-
chusetts avenue lot and hauled by the contractor. All other
materials were furnished by the contractor. In connection
with this contract, Lehigh street was paved with second-hand
granite blocks with grout joints on a gravel base. Broadway,
from Albany street to Lehigh Street Bridge, was paved with
second-hand granite block with grout joints on existing con-
crete base. Seneca street, from Albany street about 135 feet
westerly, the brick blocks were taken up and relaid, and Troy
street, from Albany street about 176 feet westerly, was paved
with second hand granite blocks with grout joints on a gravel
base. The granite block paving was laid under a five-year
maintenance guaranty. The former surface of the street was
granite block with pitch joints on a concrete base.
Allen wood street, from Anawan avenue to Pelton street,
is about 507 feet in length with a roadway 26 feet in width and
sidewalks 7 feet in width. A contract for constructing this
street with asphalt concrete was awarded to John T. Shea, Jr.,
November 8, 1921. The contractor did the excavating and
set the edgestone. Owing to the nature of this soil, the con-
tractor was directed to excavate below subgrade and replace
the excavated materials with crushed stone. On the crushed
stone foundation a 4-inch Portland cement concrete base was
laid. On account of weather conditions the asphalt concrete
was not laid. Work was commenced October 28, 1921, and
suspended December 24, 1921. The straight edgestone, circles
and corners were furnished by the city on the line of the work.
All other materials were furnished by the contractor. Work
will be resumed in the spring of 1922. The former surface of
this street was gravel.
Arborway, from Forest Hills street to Morton street, is
Public Works Department. 157
about 626 feet in length. A contract for constructing this
street was awarded to the Rowe Contracting Company Novem-
ber 25, 1921. Work was begun in Arborway November 15,
19*21, and suspended December 30, 1921. The work this year
has consisted of removing trees and stone walks.
Arbutus street, from Blue Hill avenue to Irma street, is
about 727 feet in length. A contract for constructing the
surface of this street was awarded to Martin o DeMatteo
October 11, 1920. Work was begun November 24, 1920,
suspended December 20, 1920, resumed March 14, 1921, and
completed May 19, 1921, It is a 40-foot street with a 26-foot
Topeka roadway on a 4-inch cement concrete base, 7-foot
artificial stone sidewalks and granite edgestone. The granite
edgestone, circles and corners were furnished by the city on the
line of the work. All other materials were furnished by the
contractor, who hauled the surplus paving materials to the
city yard. The Topeka roadway and artificial stone sidewalks
were laid under a five-year maintenance guaranty.
Archdale road, from Washington street to South street, is
about 446 feet in length. A contract for constructing this
street was awarded to Martino DeMatteo July 16, 1920.
Work was begun April 11, 1921, and completed May 27, 1921.
It is a 40-foot street with granite edgestone, artificial stone
sidewalks 7 feet in width and 2-inch Topeka pavement laid on a
4-inch concrete base. Tree spaces were left in the sidewalk.
The intersection of South street was laid with Topeka pave-
ment on a macadam foundation. The Topeka pavement and
artificial stone sidewalks were laid under a five-year mainte-
nance guaranty. The edgestone was furnished by the city on
the line of the work, All the other materials were furnished by
the contractor.
Babcock street, from Commonwealth avenue to the Boston
& Albany Railroad, is about 953 feet in length. A contract to
construct this street was awarded to the Rowe Contracting
Company May 27, 1920. Work was begun September 15, 1920,
suspended December 23, 1920, resumed March 7, 1921, and
completed May 6, 1921. This is a 60-foot street with 10-foot
artificial stone sidewalks and a 40-foot roadway. The street
was subgraded, new edgestone was set, and the roadway was
paved with a Topeka pavement on a 4-inch Portland cement
concrete base. The artificial stone sidewalks and Topeka
pavement were laid under a five-year maintenance guaranty.
The contractor built a wooden fence across the end of the
street on the line of the railroad property. The city furnished
the granite paving blocks for paving the brows to the car track
and the new edgestone. All other materials were furnished by
the contractor.
Beech street, from West Roxbury Parkway to Belgrade
avenue, is about 158 feet in length. A contract for constructing
this street was awarded Rowe Contracting Company July 6,
158 City Document No. 22.
1920. Work was begun August 30, 1920, suspended December
24, 1920, resumed April 4, 1921, and completed May 4, 1921.
It is a 60-foot street with granite edgestone, 2-inch Topeka
pavement laid on a 6-inch concrete base, and artificial stone
sidewalks 10 feet in width. Edgestone was also set and crushed
stone sidewalks surfaced to Anawan avenue and Topeka pave-
ment laid on macadam foundation to Belgrade street. The
artificial stone sidewalks and Topeka pavement were laid
under a five-year maintenance guaranty. The edgestone was
furnished by the city on the line of the work. All the other
materials were furnished by the contractor.
Belgrade avenue, from Anawan avenue to Centre street, is
about 1,303 feet in length. The contract for constructing this
street was awarded Rowe Contracting Company July 6, 1920.
Work was begun July 6, 1920, suspended December 24, 1920,
resumed April 11, 1921, and completed April 27, 1921. It is
a 70-foot street from Anawan avenue across Beech street and a
60-foot street from Beech street to Centre street. It has
granite edgestone, 2-inch Topeka pavement, laid on a 6-inch
concrete base on each side of the car tracks, 9-inch granite
block brovvs to street car rails laid on a 6-inch concrete base
with grout joints and artificial stone sidewalks 10 feet in width.
From 100 feet east of Belgrade street across Anawan avenue
edgestone was reset, gutters relaid with gravel joints, brows to
car rails laid on gravel base with grout joints and Topeka
pavement laid on macadam foundation each side of car tracks.
The Topeka pavement and artificial stone sidewalk was laid
under a five-year maintenance guaranty. The edgestone was
furnished by the city on the line of the work. All the other
materials were furnished by the contractor. The street car
tracks and space between were paved with recut granite block
on a 6-inch concrete base with grout joints by the Boston
Elevated Railway Company and paid for by the city under
agreement. With the exception of a part of the recut blocks,
the Boston Elevated Railway Company furnished the materials.
Brenton street, from Glenway street to Greenwood street,
is about 317 feet in length. A contract for constructing the
surface of the street was awarded to Warren Brothers Company
June 8, 1921. Work was begun June 13, 1921. and completed
July 13, 1921. It is a 40-foot street with a 26-foot bitulithic
roadway on a 4-inch cement concrete base, 7-foot artificial
stone sidewalks and granite edgestone. The granite edgestone,
circles and corners were furnished by the city on the line of the
work. All other materials were furnished by the contractor.
The bitulithic roadway and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
Centre street, from Allandale street to South street, is
about 6,502 feet in length. A contract to resurface this street
was awarded to the Bermudez Company September 17, 1920.
Most of the work of construction was completed last year, a
small area being laid this year, completing the work.
Centre street, from South street to Spring street, is about
Public Works Department. 159
6,331 feet in length. The contract for constructing this street
was awarded the Rowe Contracting Company, July 6, 1920.
Work was begun July 6, 1920, suspended December 24, 1920,
resumed March 14, 1921, and completed August 31, 1921. It
is an 80-foot street with granite edgestone, 2-inch Topeka
pavement laid on a 6-inch concrete base each side of car track,
9-inch granite block brows to street car rails, laid on 6-inch
concrete base with grout joints, and artificial stone sidewalks
10 feet in width. The Topeka and artificial stone sidewalks
were laid under a five-year maintenance guaranty. The edge-
stone was furnished by the city on the line of the work. All
the other materials were furnished by the contractor. The
street car tracks and space between were paved with recut
granite blocks on a 6-inch concrete base with grout joints by
the Boston Elevated Railway Company and paid for by the
city under agreement. The Boston Elevated Railway Com-
pany furnished the materials.
Charles street, from Beacon street to Cambridge street, is
about 1,839 feet in length. A contract for constructing this
street wras awarded to B. E. Grant Company, August 2, 1921.
The roadwray is 46 feet in wTidth with sidewalks 9 to 11 feet in
width. Work was commenced July 26, 1921, and completed
November 22, 1921. The contractor barred out and hauled
the old paving block to the Massachusetts avenue lot, excavated
the roadway and moved the old foundation walls on the line
of widening. The edgestone was set to new line and grade and
the roadway wTas paved with wood block on a cement mortar
bed on a 6-inch Portland cement concrete base. The area
between the car tracks was paved with special cut granite
block with asphalt joints on a 6-inch Portland cement concrete
base. The sidewalks were constructed of artificial stone.
The straight edgestone, circles and corners and special cut
granite blocks were furnished by the city and delivered on the
line of work. All other materials were furnished by the con-
tractor. The car tracks were set to line and grade by the Boston
Elevated Railway Company and the area between the rails
was paved with granite block with asphalt joints on a 6-inch
concrete base. The wood block, granite block and artificial
stone sidewalks were laid under a five-year maintenance guar-
anty. The former surface of this street was granite block on a
concrete base with brick sidewalk .
Chestnut Hill avenue, from Beacon street to Common-
wealth avenue, is about 795 feet in length. A contract to
construct this street was awarded to John J. Lane, June 13,
1921. Work was started June 7, 1921, and completed October
14, 1921. Under this contract the street was widened to 80
feet in width with 10-foot sidewalks. The street was sub-
graded, involving considerable rock cutting on the widening
as much as 17 feet in places. The wall on the west side street
line was taken down and a new wall was built on the new line.
New edgestone was set and the old edgestone was reset. Arti-
ficial stone sidewralks were furnished and laid, the car tracks
100 City Document No. 22.
were relaid in the centre of new roadway and the tracks, brows
and dummy were paved with recut granite block on a concrete
base with grout joints. The roadway on the east side of the
tracks was paved with asphalt concrete on the old macadam
for a foundation and on the west side of the tracks where the
widening was asphalt concrete was laid on a 6-inch Portland
cement concrete base. The sidewalks and roadway were laid
under a five-year maintenance guaranty. The city furnished
the new edgestone required on the line of the work, also the
flagging for coping on the wall, and all other materials necessary
to do the work were furnished by the contractor, who also
sloped the high ground back of the wall and covered the slope
with loam.
Chilton road, from Weld Hill street to 411 feet northwest-
erly, is about 405 feet in length with a roadway 26 feet in
width and sidewalks 7 feet in width. A contract for con-
structing this street with asphalt concrete was awarded to
John T. Shea, Jr., November 8, 1921. The contractor did
the excavating, set the edgestone. The roadway was paved
with asphalt concrete on a 4-inch Portland cement concrete
base. Work was commenced October 26, 1921, and suspended
November 26, 1921. The straight edgestone, circles and
corners were furnished by the city on the line of the work.
All other materials were furnished by the contractor. The
asphalt concrete was laid under a five-year maintenance guar-
anty. Work will be resumed in the spring of 1922. The
former surface of this street was gravel.
Clarendon street, from Stuart street to Boston & Albany
Railroad Bridge, is about 438 feet in length, with a road-
way 54 feet and sidewalks 13 feet in width. A contract for
constructing this street was awarded to Gore, Inc., May 24,
1921. The contractor did the excavating, furnished the filling
and set the edgestone. The roadway was paved with special
cut granite block with grout joints on a 6-inch Portland cement
concrete base. The sidewalks were constructed of artificial
stone. A dry rubble wall about 13 feet in length was built
at the railroad bridge and a wooden fence on east side from
Stanhope street to the railroad bridge. Work was commenced
May 19, 1921, and completed August 18, 1921. The straight
edgestone, circles and corners were furnished by the city on
the line of the work. All other materials were furnished by
the contractor. The former surface of this street was not
graded. The sidewalks and roadway were laid under a five-
year maintenance guaranty.
Cummington street, from Commonwealth avenue to
Boston & Albany Railroad, is about 268 feet in length. A
contract to construct this street was awarded to the Rowe
Contracting Company, May 27, 1920. Work was begun
August 19, 1920, suspended September 15, 1920, resumde
March 11, 1921, and completed May 6, 1921. This street
as constructed varies in width from 40 to 45 feet with 7-foot
Public Works Department. 161
artificial stone sidewalks and a roadway 31 feet wide. The
street was subgraded, new edgestone was set, the roadway
was paved with topeka pavement on a 6-inch Portland cement
concrete base and artificial stone sidewalks were furnished
and laid. The Topeka pavement and artificial stone side-
walks were laid under a five-year maintenance guaranty. The
contractor built a wooden fence across the end of the street
on the line of the railroad location. The city furnished the
new edgestone on the line or work and the granite paving
blocks at the Massachusetts avenue lot. All other materials
necessary were furnished by the contractor.
Cushman road, from Dustin street to Glencoe street, is
about 045 feet in length. A contract to construct this street
was awarded to John J. Lane, September 7, 1920. Work was
begun October 28, 1920, suspended December 6, 1920, resumed
March 21, 1921, and completed May 2, 1921. The street as
constructed is 40 feet wide with 7-foot sidewalks and a 26-foot
roadway. The contractor did the subgrading, set the edge-
stone, furnished and laid the artificial stone sidewalks on a
cinder foundation and paved the roadway with sheet asphalt
on a 4-inch concrete base. The artificial stone sidewalk and
roadway paving was laid under a five-year maintenance guar-
anty. The city furnished the new edgestone on the line or
work and all other materials necessary to do the work were
furnished by the contractor.
Fargo street, from B street to C street, is about 533 feet
in length. A contract to repave the surface of this street was
awarded to the B. E. Grant Company, November 15, 1920.
Work was begun December 2, 1920, suspended December 15,
1920, resumed March 14, 1921, and completed May 7, 1921.
The work done was to bar out the old granite block, recut them
and relay them on a 6-inch concrete base with grout joints,
reset the edgestone and lay brick sidewalks. The recut block
were laid under a five-year maintenance guaranty. The
paving in the intersection of C street and for a considerable
distance on each side on C street was relaid by the contractor.
The city furnished the new circles and the sidewalk brick.
All other materials necessary to complete the work were fur-
nished by the contractor.
Halifax street, from South Huntington avenue to Pond
View avenue, is about 970 feet in length. A contract for con-
structing the surface of this street was awarded to Martino
DeMatteo, April 29, 1921. Work was begun May 16, 1921,
and completed July 6, 1921. It is a 40-foot street with a
26-foot asphaltic concrete roadway on a 4-inch cement con-
crete base, 7-foot artificial stone sidewalks and granite edge-
stone. The granite edgestone, circles and corners were fur-
nished by the city on the line of the work. All other materials
were furnished by the contractor. The asphaltic roadway
and artificial stone sidewalks were laid under a five-year main-
tenance guaranty.
102 City Document No. 22.
Hastings street, from Centre street to Corey street, is
about 394 feet in length. A contract for constructing this
street was awarded to Martino DeMatteo December 6, 1921.
Work was not started.
Hyde Park avenue, from Metropolitan avenue to River
street, is about 5,454 feet in length. A contract for construct-
ing this street was awarded Martino DeMatteo November
6, 1919. Work was begun November 10, 1919, suspended
January 8, 1920, resumed March 29, 1920, suspended Decem-
ber 20, 1920, resumed March 14, 1921, and completed May
12, 1921. It is a 70-foot street with granite edgestone, 10-foot
artificial stone sidewalks, 2-inch Topeka pavement on a 6-inch
concrete base each side of car tracks, with granite block brows
on 6-inch concrete base with grout joints at rails. The work
this year consisted of laying the Topeka pavement on west side
from West street across Metropolitan avenue and on the east
side from River street to beyond Thatcher street, and laying
the 6-inch concrete base and Topeka pavement on east side
from Thatcher street across Metropolitan avenue, thus com-
pleting the roadway begun last year. The Topeka pavement
and artificial stone sidewalks were laid under a five-year main-
tenance guaranty. The corners and recut block were furnished
by the city and hauled by the contractor. The straight edge-
stone and circular edgestone was furnished by the city on the
line of the work. All other materials were furnished by the
contractor. The street car tracks were relocated and a double
car track constructed by the Eastern Massachusetts Street
Railway Company, the city making the necessary excavation
under agreement with Gore, Inc.
A contract for paving the street car location was awarded
to John McCourt Company October 8, 1920. Work was begun
October 11, 1920, and completed November 19, 1920. This
pavement is recut granite block on a 6-inch concrete base with
grout joints. The old granite blocks were furnished by the
city and recut by the contractor, who furnished all other
materials.
Imrie road, from Cambridge street to Allston Playground,
is about 620 feet in length. A contract to construct this street
was awarded to Charles M. Callahan, June 3, 1921. Work
started June 14, 1921, and was completed August 2, 1921.
This street as constructed varies in width from 26.18 to 28 feet
with 5-foot sidewalks. The street was subgraded and new
edgestone was set, artificial stone sidewalks furnished and
laid and the roadway was paved with asphalt concrete on a
4-inch Portland cement concrete base. The sidewalks and
pavement were laid under a five-year maintenance guaranty.
The city furnished the new edgestone on the line of work and
the contractor furnished all other materials necessary to do the
work.
Melton road, from Wallingford road to Colonial road, is
about 455 feet in length. A contract to construct this street
Public Works Department. 163
was awarded to Charles M. Callahan, June 3, 1921. Work
started July 6, 1921, and was completed September 15, 1921.
This street as constructed is 50 feet in width with a 29-foot
roadway and sidewalks 10.5 feet wide, consisting of 5 feet of
artificial stone, a tree or loam space and curb stone. The
street was sub-graded, edgestone set, artificial stone sidewalks
furnished and laid and the roadway was paved with asphalt
concrete on a 4-inch concrete base. The sidewalks and road-
way were laid under a five-year maintenance guaranty. The
contractor graded and seeded the loam spaces. The city
furnished the new edgestone on the line of the work and all
other materials necessary to do the work was furnished by the
contractor.
Morton street, from Forest Hills avenue, 1220 feet easterly.
A contract for constructing this street was awarded Rowe
Contracting Company, November 25, 1921. Work was not
started.
North Beacon street, from Market street to beyond Parsons
street, is about 2,823 feet in length. A contract to widen and
construct this street was awarded to the John Kelley Company,
October 5, 1921. Work was started October 3, 1921, and
suspended December 20, 1921. This street as it is to be con-
structed for the most of its length is 60 feet in width with 10-
foot sidewalks, but under the railroad bridge the street narrows
down to 28.5 feet in width with 3-foot sidewalks. The car
tracks have been removed from the street. The contractor is
subgrading the street, the cut being quite heavy on the north
side of the street where the widening is, being 7 feet in places.
New edgestone is being set and the old reset, artificial, stone
sidewalks furnished and laid and the roadway is being paved
with asphalt concrete on a 6-inch concrete base except the
narrow portion under the bridge which is to be paved with
granite block on a concrete base with asphalt joints. The
sidewalks and paving are laid under a five-year maintenance
guaranty. There is a short piece of dry rubble wall to be laid
near the railroad bridge and a small amount of loam space is
to be graded and seeded near the Charles River Parkway.
The city furnished the new edgestone and paving block and all
other materials are furnished by the contractor, who hauls all
unused material to the Chestnut Hill Yard. The contract for
constructing this street was awarded late in the Fall and the
work will be completed in the spring.
Oriole street, from Bellevue road to Emmons road, is about
426 feet in length. A contract for constructing the surface of
this street was awarded to Martino DeMatteo, April 29, 1921.
Work was begun June 8, 1921, and completed July 8, 1921. It
is a 40-foot street with a 26-foot asphaltic concrete roadway
on a 4-inch cement concrete base, 7-foot sidewalks having a
4^-foot artificial stone walk with a loam space and granite edge-
stone. The granite edgestone, circles and corners were furn-
ished by the city on the line of the work. The paving blocks
164 City Document No. 22.
were furnished by the city and hauled by the contractor. All
other materials were furnished by the contractor. The asphal-
tic roadway and artificial stone sidewalks were laid under a
five-year maintenance guaranty.
Pontiac street, from Tremont street to Hillside street, is
about 936 feet in length. A contract to pave the surface of this
street with asphalt concrete, was awarded to the John McCourt
Company, May 24, 1921 . Work was started May 19, 1921, and
completed June 28, 1921. This is a 40-foot street with 7-foot
sidewalks. The street was subgraded involving considerable
rock cutting, new edgestone was set, artificial stone sidewalks
were furnished and laid and the roadway was paved with as-
phalt concrete on a 4-inch Portland cement concrete base. The
sidewalks and roadway were laid under a five-year maintenance
guaranty. The city furnished the new straight edgestone and
circular edgestone on the line of the work, and all other materials
were furnished by the contractor. All surplus and unused
materials were hauled by the contractor to the Highland Street
Paving Yard.
Public Alley No. 909, from Massachusetts avenue to Hem-
enway street, is about 379 teet in length. A contract for con-
structing the surface of this alley was awarded to DeStefano
Bros., November 2, 1920. Work was begun March 24, 1921,
and completed May 7, 1921. It is a 10-foot alley having an
8-foot roadway paved with 4-inch granite block, grout joints
on a 6-inch cement concrete base, artificial stone sidewalks 1 foot
in width and granite edgestone. A concrete retaining wall
about 170 feet in length was built on the southerly side of this
alley. The new granite edgestone, circles and corners were
furnished by the city on the line of the work. The paving
block were furnished by the city and hauled by the contractor,
who also hauled the surplus paving materials to the city yard.
All other materials were furnished by the contractor. The
granite block roadway and artificial stone sidewalks were laid
under a five-year maintenance guaranty.
South street, from Centre street about 270 feet easterly.
A contract to construct this street with sheet asphalt was
awarded to the Bermudez Company, September,7, 1920. Work
was begun September 20, 1920, suspended December 29, 1920,
resumed April 11, 1921, and completed May 5, 1921. The
work done this year consisted of laying artificial stone sidewalks.
Stanhope street, from Morgan street to Trinity place, is
about 654 feet in length, with a roadway 20 feet in width and
sidewalks 5 feet in width. A contract for constructing this
street was awarded to Gore, Inc., May 24, 1921. The con-
tractor did the excavating, furnished the filling and set the
edgestone. The roadway was paved with special cut granite
block with grout jomts on a 6-inch Portland cement concrete
base. The square at Morgan street was paved with second-
hand granite block on a gravel base. The sidewalks were
constructed of artificial stone. Work was commenced May 24,
1921, and completed August 18, 1921. The straight edge-
Public Works Department. 165
stone, circles and corners were furnished by the city on the line
of the work. All other materials were furnished by the con-
tractor. The granite block paving and artificial stone sidewalks
were laid under a five-year maintenance guaranty. The former
surface of the street was granite block with gravel base and the
joints and brick sidewalks.
Stuart street, from Dartmouth street to Trinity place, is
about 268 feet in length and from the west side of Clarendon
street to. Columbus avenue is about 1,229 feet in length. A
contract to reconstruct this street was awarded to DeStephano
Brothers, November 21, 1921. Work was started November
16, 1921, and suspended December 30, 1921. This street is
to be 70 feet wide with 15-foot sidewalks and a 40-foot road,
way. The contractor is to reset the edgestone, remove the
old paving block, subgrade the street and make a fill where
the roadway and slopes of the sidewalk are low. Artificial
stone sidewalks are to be furnished and laid and the roadway
is to be paved with asphalt concrete on a 6-inch concrete base.
The sidewalks and roadway are to be laid under a five-year
maintenance guaranty. The city will furnish any new edge-
stone and granite paving blocks required on the line of work,
all other materials are to be furnished by the contractor, who
is to haul the old paving blocks and flagging and other unused
materials to the Massachusetts avenue lot.
Thorndike street, from Commonwealth avenue to the
Brookline line, is about 144 feet in length. A contract to
construct this street was awarded to Charles M. Callahan,
June 3, 1921. Work was begun June 3, 1921, and completed
June 22, 1921. This street as constructed, is 50 feet wide
with a 34-foot roadway and 8-foot sidewalks. The sidewalk
on the north side of the street consists of 5 feet of artificial
stone and a loam space and the walk on the south side is full
width artificial stone. New edgestone was set, artificial stone
sidewalks were furnished and laid and the roadway was paved
with asphalt concrete on a 4-inch concrete base. The side-
walks and roadway were laid under a five-year maintenance
guaranty. The city furnished the new edgestone on the line of
work and all other materials were furnished by the contractor.
Whitten street, from Dorchester avenue across Althea
street, is about 1,017 feet in length. A contract for construct-
ing the surface of this street was awarded to Warren Brothers
Company June 8, 1921. Work was started June 24, 1921,
and completed August 10, 1921. It is a 40-foot street with a
26-foot bitulithic roadway on a 4-inch cement concrete base,
7-foot sidewalks having a 4-foot artificial stone walk, a 3-foot
loam space and part granite and part artificial stone curb.
The granite edgestone, circles and corners were furnished by
the city on the line of the work. A few paving blocks were
hauled from Brenton street by the contractor. All other
materials were furnished by the contractor. The bitulithic
roadway and artificial stone sidewalks were laid under a five-
year maintenance guaranty.
166
City Document No. 22.
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City Document No. 22.
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Financial Statement, Paving Service.
Maintenance.
Appropriation $1,278,474 40
Transferred from Street Cleaning and Oiling
Service 5,824 15
Transferred from Lighting Service . . . 5,596 65
$1,289,895 20
Transferred to street improvements . . . 711 40
$1,289,183 80
Expended during the year 1,287,913 15
Balance transferred to City Treasury . $1,270 65
Special Appropriations.
Granolithic sidewalks:
Appropriation from taxes .... $50,000 00
Expended during the year .... 49,999 82
Balance January 31, 1922 .... $0 18
Reconstructing and Repairing Streets by Contract.
Balance February 1, 1921 $181,749 86
Appropriation from taxes 750,000 00
$931,749 86
Expended during the year 880,464 34
Balance January 31, 1922 .... $51,285 52
Street Improvements.
Appropriation from taxes $290,000 00
Transferred from Paving Service . . . 711 40
Expended during the year .... $290/711 40
Washington Street, West Roxbury.
Appropriation from taxes $100,000 00
Expended during the year 63,877 87
Balance January 31, 1922 .... $36,122 13
172
City Document No. 22.
Summary of Expenditures
Paving Service
Highways, making of
Granolithic sidewalks .
Reconstructing and repairing streets by con
tract
Street improvements .
Washington street, West Roxbury
North Beacon street, Brighton .
Stuart street
Total
,287,913 15
761,550 39
49,999 82
880,464 34
290,711 40
63,877 87
24,301 50
1,361 53
5,360,180 00
Income.
Statement showing the amount of bills and cash
deposited with the City Collector from February 1,
1921, to January 31, 1922, and credited to General
Revenue.
Edgestone and sidewalk assessments . . $41,204 84
Permits 22,648 64
Services of inspectors 3,789 25
Labor, material furnished, etc 10,134 70
Total $77,777 43
Amount paid into the City Treasury during the year :
Edgestone and sidewalk assessments . . . $26,739 30
Permits 22,688 73
Services of inspectors 3,933 00
Labor, material furnished, etc 12,734 04
Total $66,095 07
Public Works Department.
173
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City Document No. 22.
work)
Schedule A.
Salary of division engineer (part of)
Salary of engineer in charge (part of) .
Salaries of office clerks and stenographers
Salaries of assistant engineers (office work)
Salaries of permit office clerks
Salaries of permit office inspectors
Salaries of engineering inspectors (office
Salaries of engineering inspectors, tallying traffic
Salaries of district inspectors .
Salary of street numbering clerk
Salary of medical inspector (part of)
Medical attendance on injured employees (out
side)
Salary of chief veterinarian (part of)
Salary or veterinarian (part of)
Salary of inspector of horses .
Salary of constable and inspector .
Pensions paid to veterans of Civil War (retired)
Pensions paid to laborers (retired)
Compensation allowed injured employees
Vacations allowed laborers, mechanics, etc. .
Holidays, not including holidays charged to street
accounts
Automobile expense, division engineer
Gasolene, oil, grease, etc.
Repairs ....
New tires and tubes
Repairing tires and tubes
Supplies ....
Miscellaneous
Wages of chauffeur
Automobile expense, engineer
Gasolene, oil, grease, etc.
Repairs ....
New tires and tubes
Repairing tires and tubes
Supplies ....
Miscellaneous
Wages of. chauffeur
Automobile expense, chief engineer
Gasolene, oil, grease etc
Repairs ....
New tires and tubes
Supplies ....
Miscellaneous
Storage ....
Wages of chauffeur
in charge
$298 59
207 70
81 12
37 05
37 88
10 00
1,404 00
$327
513
204
23
11
10
74
35
90
25
86
00
1,404 00
$282 39
143 51
182
15
10
180
79
92
00
00
1,404 00
$3,750 00
750 00
5,858 33
10,020 45
9,571 21
14,316 36
6,967 06
3.156 64
3.157 62
1,564 68
333 32
423 15
308 33
283 34
1,396 20
1,994 20
6,974 39
25,362 77
5,009 98
34,833 64
74,063 13
2,076 34
2,495 10
2,218 61
Carried forward $216,884 85
Public Works Department.
175
Brought forward
Automobile expenses, foreman Brighton district
$216,884
2,199
85
84
Gasolene, oil, grease, etc
Repairs ....
New tires and tubes
Repairing tires and tubes
Supplies
Miscellaneous
Wages of chauffeur
Automobile expense, foreman
district . . . .
Gasolene, oil, grease, etc.
Repairs
New tires and tubes
Repairing tires and tubes
Supplies
Miscellaneous
$327
173
208
37
19
10
1,423
52
69
52
05
93
00
13
West Roxburv
06
35
20
25
71
119
56
2
13
10 00
Automobile expense, foreman Dorchester district,
Gasolene, oil, grease, etc. . . $185 45
Repairs 123 44
New tires and tubes . . . 60 10
309 57
446 77
Repairing tires and tubes
12 50
Supplies
53 53
Miscellaneous
11 75
Automobile expense, foreman Roxbury district .
835 33
Gasolene, oil, grease, etc. (bill not
received) ....
$0 25
Repairs
537 86
New tires and tubes
145 99
Repairing tires and tubes
13 25
Supplies
123 53
Miscellaneous
14 45
Automobile expense, emergency ca]
601 13
Gasolene, oil, grease, etc.
$284 43
Repairs .....
242 35
New tires and tubes
64 35
Miscellaneous
10 00
Automobile expense, truck, South
End district .
280 69
Gasolene, oil, grease, etc.
$58 87
Repairs
60 25
New tires and tubes
135 65
Repairing tires and tubes
3 00
Supplies
20 92
Miscellaneous
2 00
Postage
343 14
Printing
5,706 44
Stationery
.
1,128 06
Traveling expenses, car fares, etc.
. . . . %
1,093 61
229,829 43
176
City Document No. 22.
incidentals
$818 90
453 05
157 38
86 01
566 62
318 50
210 00
Brought forward
Engineering supplies and
Stationery
Printing .
Postage .
Transit repairs
Miscellaneous
Adding machine
Wye level
Supplies for laboratory
Artificial stone sidewalks, new and repairs by de-
partment force (see reconstructing and re-
pairing streets by contract and street im-
provements)
Asphalt and bitulithic pavement repairs. Tem-
porary repairs, labor, teaming and materials
(see, also, reconstructing and repairing,
streets by contract and street improvements),
Brick block repairs, labor, teaming and materials,
Wood block repairs, labor, teaming and materials,
Crosswalks repaired, not included elsewhere,
Fence repairs
Plankwalk repairs
Edgestone sidewalk and gutters (new), not in-
cluded elsewhere
Rent of land, wharves, etc
Horses
$229,829 43
2,610 46
636 39
10,144 24
512 09
4,242 23
7,792 04
6,330 77
8,020 26
2,602 86
10,185 66
3,933 00
2,430 00
Expense of stables, including driv-
ers, feeders, fodder, horse-
shoeing, repairs to harnesses,
wagons, carts, etc. . . . $177,239 28
Amount earned by department
teams 166,913 50
Electric lighting at yards and stables .
Gas lighting at yards and stables ....
Fuel for heating yards, buildings, offices and
stables
Electrical appliances, labor and materials, yards
and stables
Rent of towels .
Stoves, pipes, grates, etc.
Telephone service
Derricks, repairing, etc. .
Ice
Signs, making and putting up
Tools, hardware, etc., new, cost of repairing,
Oil for lighting around defects, etc.
etc.
10,325 78
1,228 23
222
90
4,255
58
54
67
152
05
322
06
1,695 44
202 46
95
52
15,954
96
25,939 43
1,856
10
Carried forward $351,574 61
Public Works Department.
177
Brought forward
Expense of yards, including salaries of foremen,
clerks, yardmen, watchmen, tool wagons, etc.,
Repairs of yard buildings, stables, sheds, shanties,
etc,
Sanding icy and slippery streets
Repairing culverts and building new culverts
Hoisting engine, fuel and supplies .
Uniforms, boots, shoes, etc
Chests for Central Office, making of
Premium on surety bonds ....
Marking catch-basins
Repairs to and inspection of typewriters
Express and freight charges ....
Trimming and removing trees
Public celebrations
Painting traffic lines
Labor, etc., distributing wood in Charlestown
Atlases
Portion of cost of blueprinting machine
Miscellaneous .......
Steam rollers, cost of operating, re-
pairs, etc $34,253 18
Steam rollers, amount earned . . 28,431 00
Work done and materials furnished individuals,
corporations, etc
Street Cleaning and Oiling Service, work done
and materials furnished
Sewer Service, work done and materials furnished,
Water Service, work done and materials furnished,
Bridge Service, work done and materials fur-
nished
High Pressure Fire Service, work done and ma-
terials furnished
Park Department
Asphalt plant, Dorchester, removing and setting
up
Asphalt plant, West Roxbury ....
Asphalt plant, Brighton, operating
cost $30,368 06
Less materials used on streets . 29,605 27
Total
Less amount earned by tractors
Less amount earned by contract
mixer
Carried forward ....
$413 66
6 57
$351,574 61
43,287
96
8,168 71
5,580 09
43
79
15
56
5
70
71
90
9
00
110
25
70 50
25 60
134
00
129
00
2,874
26
4,338 24
112
50
300
00
477
75
5,822
18
2,300
18
651
74
1,541
20
381
01
1,670 92
146
25
670 00
13 315 95
10
05
762 79
$444,601 89
$420 23 $444,601 89
178
Brought forward
Stock materials .
Stock handling .
City Document No. 22.
$420 23 $444,601 89
L 17,330 50
38,910 08
$156,240 58
Less stock delivered
on streets . . 174,431 72
18,191 14
18,611 37
Total $425,990 52
SPECIAL APPROPRIATIONS.
North Beacon street, Market street to beyond Parsons street. Length,
2,823 linear feet. Area, 12,235 square yards. Edgestone set;
asphalt concrete pavement laid; artificial stone sidewalks constructed.
(Unfinished.)
Engineering
$2,071 13
Inspection
668 49
Engineering expense
39 05
Advertising
7 75
Photographs
28 00
Templets
31 36
Edgestone, 3,99S feet straight, 196 fee
it 8 inches
circular, 34 large, 2 small come
rs and 4
special stones ....
6,644 68
Steam roller
198 00
Granite paving blocks, 28,700 large (?
) $115 per
M
3,234 49
Manhole regulated
64 46
Amount paid to John Kelly Compa
ny, under
contract :
Removing trees, bushes, etc.
$400 00
4,800 cubic yards earth excava-
tion @ 65c. .
3,120 00
31 . 5 cubic yards rock excava-
tion at $5 .
157 50
3,809 linear feet straight edge-
stone set @, 20c. .
761 80
456 linear feet circular edge-
stone set @ 20c. .
91 20
625 linear feet existing edge-
stone reset @ 20c.
125 00
2,720 square yards concrete base
and asphalt concrete
surface layer furnished
and laid @ $2.35 .
6,392 00
235 square feet artificial
stone foundation fur-
nished and placed @
2c
4 70
14,300 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid @ 15c.
2,145 00
Carried forward .
$13,197 20 $12,987 41
Public Works Department.
179
Brought forward ....
730 square feet artificial
stone driveways, con-
crete base and wearing
surface furnished and
laid @ 15c. .
1 cover reset @ $3
2 courses of brickwork laid
@ 50c
Less 15 per cent retained,
Stuart street.
Engineering ....
Inspection ....
Engineering expense
Advertising ....
Edgestone, 56 feet 7 inches circular and 2 small
corners ....
$13,197 20 $12,987 41
109 50
3 00
1 00
$13,310 70
1,996 61
11,314 09
$24,301 50
$853 78
329 29
5 55
8 10
164 81
and 2 small
Washington street, from 69 feet south of Corinth street to Denton terrace.
Length, 2,160 linear feet. Area, 11,762 square yards. Edgestone
set and reset; granite block paving laid; concrete base and grout
joints and artificial stone sidewalks constructed.
Engineering
$1,291 93
Inspection
734 86
Engineering expense
12 75
Advertising
7 20
Edgestone, 1,652 feet straight, 59 feet circular
28 small corners and 9 specials
2,712 92
Blocks, 210,413 large granite
23,713 56
Tractor ...
8 75
Labor, removing trees
275 12
Lumber
5 84
Teaming .
90 95
Labor
320 68
$29,174 56
15 40
Amount paid to Gore, Inc., under contract:
),159 16.
Removing trees, bushes,
etc. .
3^ cubic vards rock
tion @ $10
1 ,562 linear feet straight edge-
stone set @ 23c.
190 linear feet circular
stone set @ 19c.
2,222 linear feet existing
stone reset @ 19c.
1,396 linear feet crushed stone
and concrete foundation
furnished and placed @
20c
Carried forward ....
edge
edge
$25 00
35 00
359 26
36 10
422 18
279 20
$1,156 74
),159 r>
180 City Document No. 22.
Brought forward . . . $1,156 74 $29,159 16
58 square yards existing
granite block paving re-
laid, gravel joints, @
65c 37 70
7,229 square yards granite
block paving laid, con-
crete base, sand bed, as-
phalt joints, @ $2.45 . 17,71105
2,239 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 17c. . 380 63
254 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 21c. . 53 34
19 covers reset® $3 . • 57 00
27 courses of brickwork laid
@ 50c 13 50
$19,409 96
Less 15 per cent retained, 2,911 49
Amount paid to Boston Elevated Railway Com-
pany:
4,999 square yards paving barred
out, blocks recut @
$1.13 .... $5,648 87
4,533 square yards concrete base
and paving laid @ $2.79, 12,647 07
16,498 47
18,295 94
63,953 57
GRANOLITHIC SIDEWALK CONSTRUCTION.
Beacon street (south side), at Brookline avenue. (Hotel Buckminster.)
Length, 189 linear feet. Area, 2,706 square feet. Edgestone reset
gutters repaved and artificial stone sidewalks constructed.
Engineering $3 00
Advertising 2 15
Amount paid to Louis De Sisto & Co., under
contract :
902 square feet artificial stone
foundation furnished and
placed @ 2ic. ... $22 55
2,706 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid @ 16c, 432 96
455 51
460 66
Blue Hill avenue (west side), from 217 feet south of Goodale road to Well-
ington Hill street. Length, 950 linear feet. Area, 8,811 square feet.
Artificial stone sidewalks constructed.
Engineering ■ $107 87
Inspection 117 62
Engineering expense 50
Advertising 2 60
Carried forward . . .... $228 59
Public Works Department.
181
Brought forward
Amount paid to Metzger and Tratten, under
contract :
23 cubic yards rock excava-
tion @ $3.60 .
8,290 square feet artificial stone
foundation furnished
and placed @ 4f c. .
8,811 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 19c. .
Extra Work — Take up,
clean and relay the exist-
ing under drain where
directed:
634 hours, labor @ 50c. .
64 hours, foreman, @ 90c.
Plus 15 per cent on $374.60,
46 hours, double team, @ $1 .
5 cubic yards cinders @, 90c,
51
$82 80
393 78
1,674 09
317 00
57 60
56 19
46 00
4 50
2,631 96
$2,860 55
Brooks street, from Hobart street to Faneuil street.
Engineering expense
(Work done in 1920.)
$0 30
Bynner street, from Creighton street to Day street. Length, 320 feet.
Area, 3,376 square feet. Reset 123 feet straight edgestone, set 4
small corners and repaved 63 square yards gutter and constructed
artificial stone sidewalks.
Labor, edgestone excavating
Labor, edgestone resetting .
Labor, gutters repaved .
Labor, dirt sidewalk excavating
Labor, artificial stone sidewalk laying
Teaming ....
Gravel, 285 cubic yards
Crushed stone, 19.55 tons
Cement, 432 bags .
Lampblack, 42 pounds .
Edgestone corners, 2 small
$29 00
38 25
33 00
212 50
413 75
170 00
41 44
36 98
285 79
11 76
8 00
1,280 47
Corey street, from Centre street to Weld street. (Work not started.)
Engineering $226 03
Engineering expense 4 60
$230 63
Cowper street, from Moore street about 300 feet easterly. Length, 300
linear feet. Area, 4,822 square feet. Edgestone set and artificial
stone sidewalks constructed.
Engineering $84 04
Inspection 55 36
Engineering expense 30
Advertising 6 70
Edgestone, 518 feet straight, 8 small corners . 1,034 43
Carried forward $1,180 83
182 City Document No. 22.
Brought forward . $1,180 83
Amount paid to Holbrook Construction Com-
pany, under contract:
588 linear feet straight edge-
stone set @ 19c. . . $111 72
26 linear feet circular edge-
stone set @ 30c. . 7 80
23 linear feet existing edge-
stone reset @ 19c. . . 4 37
6 square yards existing gran-
ite block paving relaid,
gravel joints, @ 75c. . 4 50
4,522 square feet artificial stone
foundation furnished and
placed @4c. . . . 180 88
4,522 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 17c. . 768 74
301 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 25c. . 75 25
1,153 26
$2,334 09
$58 38
61 36
3 65
2 60
1,063 23
216 00
Euclid street, from Washington street to Withington street. Length, 431
linear feet. Area, 5,020 square feet. Edgestone set, granite block
gutters laid and artificial stone sidewalks constructed.
Engineering
Inspection
Engineering expense
Advertising . .
Edgestone, 520 feet straight and 10 small
corners
Blocks, 7,200 old
Amount paid to Metzger & Tratten, under con-
tract :
520 linear feet straight edge-
stone set ® 19c. . . $98 80
29 linear feet circular edge-
stone set @ 19c. . 5 51
164 linear feet existing edge-
stone reset @ 19c. . 31 16
168 square yards granite block
pavement hauled and
laid, sand bed, gravel
joints, @ 58£c. . . 98 28
106 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints,
@ 55£c. .... 58 83
4,876 square feet artificial stone
foundation furnished and
placed @ 4fc. . . . 231 61
4,495 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @, 19c. . 854 05
Carried forward .... $1,378 24 $1,405 22
Public Works Department. 183
$1,405 22
Brought forward ....
$1,378 24
525 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 28c. .
147 00
2 covers reset @ $3
6 00
1 Bradley-head catch-basin
reset @ $5
5 00
Extra work — ■ Remove the
existing edgestone and
put in new driveway at
No. 5 Euclid street:
15 hours' labor @ 50c. .
7 50
1 hour, stonecutter, @ 90c,
90
Plus 15 per cent on $8.40,
1 26
1,545 90
$2,951 i:
Fairbanks street, from Washington street to Faneuil street. Length 1,174
linear feet. Area, 11,862 square feet. Edgestone set and artificial
stone sidewalks constructed.
Engineering $95 20
Inspection 141 89
Engineering expense 60
Advertising 6 80
Edgestone, 1,563 feet straight, 19 feet circular
and 38 small corners 3,306 78
Amount paid to John McCourt Company,
under contract:
1,562 linear feet straight edge-
stone set @ 24c. . . $374 88
145 linear feet circular edge-
stone set @ 24c. . 34 80
6 linear feet existing edge-
stone reset @ 24c. . 1 44
572 square feet artificial stone
foundation furnished
and placed @ 2c . . 11 44
10,691 square feet artificial stone
sidewalks, concrete
base and wearing sur-
face, furnished and laid,
@ 18c. . . . . 1,924 38
1,171 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 18c, 210 78
14 covers reset @ $3 . . 42 00
6 courses of brick work laid
@ 50c 3 00
Extra work — Remove
tree stumps in side-
walk not shown on plan
and cut edgestone for
additional drive-
ways not shown on
plan :
12 hours' labor @, 40c . 4 80
8 hours, stonecutter, @ $1, 8 00
Carried forward .... $2,615 52 $3,551 27
184 City Document No. 22.
Brought forward. . . . $2,615 52 $3,55127
Plus 15 per cent on
$12.80 .... 1 92
2,617 44
$6,168 71
Hemenway street (west side), from Museum square about 230 feet northerly.
Length, 275 linear feet. Area, 2,585 square feet. Edgestone reset,
gutters repaved and artificial stone sidewalks constructed.
Engineering $3 00
Advertising 2 15
Amount paid to Louis DeSisto & Co., under
contract:
250 linear feet existing edge-
stone reset @ 25c. . . $62 50
82 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints,
@ 70c. . . . . 57 40
646 square feet artificial stone
foundation furnished and
laid @ .02*c. ... . 16 15
2,585 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 16c. . 413 60
2 covers reset @ $3 . . 6 00
] course of brickwork laid
@50c 50
556 15
$561 30
Credit: Bricks 42 00
$519 30
Hemenway street (east side), from Batavia street to Gainsborough street.
Length, 191 linear feet. Area, 1,845 square feet. Edgestone reset,
gutters repaved and artificial stone sidewalks constructed.
Engineering $3 00
Advertising 2 15
Amount paid to Louis De Sisto & Co., under
contract:
207 linear feet existing edge-
stone reset @ 25c. . . $51 75
73 linear feet existing granite
block pavement relaid,
sand bed, gravel joints,
@ 70c. ... . 51 10
615 square feet artificial stone
foundation furnished and
laid @ 2\c. . . . 15 38
1,845 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 16c. . 295 20
1 Bradley head catch-basin
reset © $5 . . • 5 00
2 courses of brickwork laid
@ 50c 1 00
419 43
$424 58
Public Works Department.
185
Linden street, from Brighton avenue to Commonwealth avenue. Work
done in 1920.
Engineering $0 30
Maple street, from Oak street to Pine street. Work not started.
Engineering $151 03
Engineering expense 3 40
$154 43
Moore street, from Bennington street to Cowper street. Length, 728 linear
feet. Area, 8,756 square feet. Edgestone set and artificial stone
sidewalks constructed. Slope paving and fence at end of street.
Engineering $107 05
Inspection ] ] 5 57
Engineering expense 4 85
Advertising 6 70
Edgestone, 1,081 feet straight and 66 feet cir-
cular 2,218 74
$2,452 91
Credit: Bricks 7 00
$2,445 91
Amount paid to Holbrook Construction Com-
pany, under contract:
1,0] 3 linear feet straight edge-
stone set @ 19c. . . $192 47
67 linear feet circular edge-
stone set @ 30c. . . 20 10
186 linear feet existing edge-
stone reset @ 19e. . . 35 34
8,756 square feet artificial stone
foundation furnished and
placed @ 4c. . . . 350 24
8,756 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 17c. . 1,488 52
6 Bradley head catch-basins
reset @ $5 ... 30 00
8 courses of brickwork laid
@ 50c 4 00
64 linear feet wood fence
built® $1.20 ... 76 80
76 square vards slope pav-
ing laid @ $10 . . 76 00
2,315 47 '
$4,761 38
Oak xtret t, from Hyde Park avenue to Maple street.
Engineering $148 00
Engineering expense 3 40
$151 40
Orchard street, from Centre street to Pond street. Length, 1,570 linear
feet. Area, 20,635 square feet. Edgestone reset, gutters relaid and
artificial stone sidewalks constructed.
Engineering $273 95
Inspection 222 42
Carried forward .
$496 37
186 City Document No. 22.
Brought forward ....
$496 37
Engineering expense
5 10
Advertising
6 50
Edgestone, 12 small corners
95 76
$603 73
42 00
$561 73
Amount paid to Andrews Construction Com-
pany, under contract:
Removing trees, bushes,
etc
$25 00
]| cubic yards rock excava-
tion © $5
7 50
2,909 linear feet existing edge-
stone reset @ 20c.
581 80
1,023 square yards existing
granite block paving re-
laid, gravel joints, @
40c. ...
409 20
463 square feet artificial stone
foundation f urnis h e d
and placed @ 1c. .
4 63
19,436 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 19£c,
3,790 02
1,199 square feet artificial stone
driveways, cone r e t e
base and wearing sur-
face, furnished and laid,
@20c. .
239 80
1 cover reset @ $3
3 00
Extra work — Remove
existing edgestone and
construct additi o n a 1
driveways as directed :
13? hours, stonecutter, @ $1 .
13 50
38 hours' labor, @ 40c. .
15 20
Plus 15 per cent on $28.70,
4 31
7 hours, double team, @
$1.50 ....
10 50
1 ^ hours, auto truck, @ $4.38
6 57
5,111 03
$5,672 76
Peterborough street (south side), at Nos. 40 and 42. Length, 91 linear feet.
Area, 673 square feet. Edgestone reset, gutters repaved and arti-
ficial stone sidewalks constructed.
Engineering $1 00
Advertising 2 15
Amount paid to Louis DeSisto, under contract:
224 square feet artificial stone
foundation furnished and
placed @ 2^c. ... $5 60
673 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 16c. . . 107 68
113 28
$116 43
Public Works Department. 187
Pine street, from Hyde Park avenue to Maple street. (Work not started.)
Engineering expense $3 20
Repairing artificial stone sidewalks. On Providence street and on
Broadway.
Amount paid to John Landis.
1 ,990 square feet artificial stone sidewalks relaid
_ 27c.
48 hours' labor @ 40c. .
6 hours, edgestone setter,
12 hours, foreman, @$]
4 covers reset @ $3
S547 83
19 20
6 00
12 00
12 00
$597 03
Discount 2 per cent 1 1 94
$585 09
South street, from Archdale road to Washington street. Length, 2,040
linear feet. Area, 20,291 square feet. Edgestone set and reset, two
dry wells constructed and artificial stone sidewalks constructed.
Engineering $190 74
Inspection 383 44
Engineering expense 3 95
Advertising 7 00
Edgestone, 2,714 feet straight, 38 small corners, 5,766 88
Amount paid to Charles Struzziery, under con-
tract :
Removing trees, bushes, etc., $25 00
2,651 linear feet straight edge-
stone hauled and set @
25c 662 75
237 linear feet circular edge-
stone set @ 30c. . . 71 10
305 linear feet existing edge-
stone reset @ 20c. . 61 00
581 linear feet crushed stone
and concrete founda-
tion furnished and placed
@ 10c. . . . 58 10
20,291 square feet artificial stone
foundation furnished
and placed @ 2c. . . 405 82
19,129 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 15c. . 2,869 35
1,162 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid. @ 50c. . 581 00
1 1 covers reset @ $3 . 33 00
2 courses of brickwork laid
@ 50c 1 00
2 drv wells constructed @
$10 20 00
Extra work — Excavate
rock as directed:
2\ cubic yards rock exca-
vated @ $6 ... 15 00
Carried forward .... $4,803 12 $6,352 01
188 City Document No. 22.
Brought forward . . . $4,803 12 $6,352 01
Extra work — Remove
buried stumps and con-
struct additional drive-
ways as directed:
3 1 days, edgestone setter, @
$9
5g days' labor @ $4
Plus 15 per cent on $50.88,
1 bag cement @ $]
2 tons crushed stone @ $2 .
21 nights' lighting @ 50c.
2 gallons kerosene @ 20c. .
Extra work — Cut straight
edgestone to set around
curves :
4 days, stone cutter, @ $9 .
Plus 15 per cent on $36
30
38
20
.10
7
03
1
00
4 00
10
50
K)
36 00
5
40
4,918 93
$11,270 94
Sycamore street, from Ashland street to Florence street.
Execution of court paid to John A. Nelson for damages
resulting from building artificial stone sidewalks in
1917 $200 00
Wachusett street, from Weld Hill street to Walk Hill street. Length, ] ,404
linear feet. Area, 11,041 square feet. Edgestone set, granite block
gutters laid and artificial stone sidewalks constructed.
Engineering $325 57
Inspection 280 27
Engineering expense 3 40
Advertising 2 60
Labor, setting edgestone 2 50
Blocks, 30,405, old granite 912 15
Edgestone, 2,050 feet straight, 82 feet circular
and 14 small corners 4,160 00
Teaming 22 50
$5,70S 99
Credit: bricks 6 10
Amount paid to Metzger and Tratten, under
contract:
Removing trees, bushes,
etc $75 00
36 cubic yards rock excava-
tion @$3.60 . . . 129 60
2,051 linear feet straight edge-
stone set @ 19c. . . 389 69
] 20 linear feet circular edge-
stone set @ 19c. . . 22 80
464 linear feet existing edge-
stone reset @ 19c. . 88 16
1,219 linear feet crushed stone
and concrete foundation
furnished and placed @,
18ic 225 51
$5,702 89
Carried forward .... $930 76 $5,702 89
Public Works Department. 18y
Brought forward . . . . $930 76 $5,702 89
762 square yards granite block
pavement hauled and
laid, sand bed, gravel
joints, ® 58£c. . . 445 77
48 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints,
@ 55^c. . • . • . • 26 64
7 square yards existing brick
sidewalks relaid @ 50c, 3 50
11,041 square feet artificial stone
foundation furnished
and placed @ 4f c . . 524 45
10,628 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid,® 19c. . 2,019 32
413 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid, @28c. . 115 64
Extra work — Reset the
edgestone that has set-
tled on account of the
construction of new
catch-basins :
4 hours', edgestone setter (
90c.
] 2| hours' labor @ 50c. .
Plus 1 5 per cent on $9.85
),780 30
3 60
6 25
1 48
4,077 41
RECONSTRUCTING AND REPAIRING STREETS BY
CONTRACT.
Adams street, from King street to Minot street. (Work not started.)
Engineering $10 00
Engineering expense 80
$10 80
Amory street, from Green street to 140 feet north of Atherton street.
(Work done in 1919.)
Engineering $14 00
Arlington street, from Market street across Leicester street. Length, 475
feet. Area, 1,905 square yards. Edgestone set and reset. Simasco
pavement laid on old macadam foundation and artificial stone side-
walks constructed.
Engineering $57 50
Engineering expense 40
Amount paid to Simpson Brothers Corporation,
under contract:
307 linear feet straight edge-
stone set @ 35c. . . $107 45
52 linear feet circular edge-
stone set @ 40c. . . 20 80
Carried forward . . . . $128 25 $57 90
190 City Document No. 22.
Brought forward ... $128 25 $57 90
] 19 linear feet existing edge-
stone reset @ 30c. . 35 70
412 linear feet crushed stone
and concrete foundation
furnished and placed @
35c. . ... 144 20
27 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 27 00
3 square yards existing gran-
ite block paving relaid in
driveways and edgings,
gravel base, sand bed,
grout joints, @ $2 . . 6 00
1,875 square yards Simasco pave-
ment furnished, laid, @
$2.50 ... . 4,687 50
6,363 square feet artificial stone
foundation furnished and
placed @ 6c. . . . 381 78
6,011 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 26c. . 1,562 86
352 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 33c. .
2 covers reset @ $3 .
2 courses of brick work
laid @ 50c.
116 16
6 00
1 00
5,095
$7,6]]
603
]7
03
20
Less amount paid in 1920 .
$7,096 45
2,001 28
Artificial stone sidewalks:
Rebates allowed ....
Repairs
$5,] 53 07
$8,214 23
Asphalt and bitulithic pavements repaired. Bituminous pavements upon
which the maintenance has expired.
Engineering $6,408 59
Inspection 3,671 38
Engineering expense 214 45
Expert services on laboratory .... 62 50
Advertising 13 50
Amount paid to Bermudez Company, final
payment on contract for work done in 1920 . 4,258 83
Amount paid to Rowe Contracting Company,
under contract:
20,757.77 square yards bitu-
minous wearing sur-
face and binder fur-
nished and laid (May
6, 192], to January
20, ]922) @ $2.J0 . $43,59] 32
Carried forward .... $43,591 32 $14,629 25
Public Works Department.
191
Brought forward
$43,591 32
$14,629 25
6,875.95 square yards bitu-
minous pavement re-
surfaced @ $1 .
6,875 95
45.06 cubic yards extra bitu-
minous binder fur-
nished and laid @i
$14 .
630 84
659.32 square yards concrete
base furnished and
laid @ $2.25 .
1,483 47
102 covers reset @ $3
306 00
$52,887 58
Less 5 per cent retained
2,644 38
50,243 20
1,872 45
Beacon street and Chestnut Hill avenue (Brookline line to Brookline line
inclusive, Cleveland circle). Length, 1,506 linear feet. Area
11,833 square yards. Edgestone set, roadway on Beacon street paved
with asphalt concrete pavement on macadam foundation and on
Cleveland circle on 6-inch concrete base, the car tracks were paved
with recut granite blocks, grout joints, the bridle path was regraveled
and the loam spaces and circle loamed, graded and seeded.
Engineering .
Inspection
Engineering expense
Advertising .
Photographs .
Teaming .
Edgestone, 1,238^ feet straight, 1,119 feet cir
cular and 1 4 small corners
Blocks, 40,313 recut granite
Amount paid to John J. Lane
under contract:
Removing trees, bushes, etc.
1,770 cubic earth excavation (2
$1
48 cubic yards rock excava-
tion @ $3.75 .
198 cubic yards extra excava-
tion @ $1.50 .
220 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 .
1,390 linear feet straight edge-
stone set @ 19c.
1,221 linear feet circular edge-
stone set @ 25c.
272 linear feet existing edge-
stone reset @ 20c. .
13 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints @
70c. .
551 square yards granite block
paving recut and relaid
in dummy and brows,
concrete base, sand bed,
grout joints @ $3.80
$50 00
1,770 00
180 00
297 00
660 00
264 10
305 25
54 40
9 10
2,093 80
$996 94
388 65
1 50
4 35
149 19
350 00
5,383 21
2,418 78
Carried forward
$5,683 65 $9,692 62
192 City Document No. 22.
Brought forward . . . $5,683 65 $9,692 62
27 square yards existing gran-
ite block pavement relaid
in edgings, concrete base,
sand bed and grout joints,
@ $3.05 .... 82 35
112 square yards existing gran-
ite block paving relaid in
edgings, gravel base, sand
bed and grout joints @ $2 224 00
7,070 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @$3.10 . . . 21,917 00
4,060 square yards asphalt con-
crete pavement surface
layer furnished and laid,
macadam foundation, @
$1.80 7,308 00
9,489 square feet artificial stone
foundation furnished and
placed @ 2c. . . . 189 78
9,489 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 17c. 1,613 13
7 covers reset @ $3 . . 21 00
9 courses of brickwork laid
@ 50c 4 50
130 cubic yards loam hauled
and placed @ 70c. . . 91 00
667 square yards loam graded
and seeded @ 20c. . . 133 40
427 square yards bridle path
graded and shaped @ 50c. 213 50
Extra Work — ■ Furnish a
loam and manure mix-
ture and grade same in
circular area of Cleveland
circle:
1,011 cubic yards loam and man-
ure mixture furnished
and graded @ $2 . . 2,022 00
Extra Work — Furnish
stonecutter to cut gutter-
mouths in catch-basin
stones :
7 days stonecutter @ $8 . 56 00
Plus 15 per cent on $56 . 8 40
39,567 71
— $49,260 33
Beacon street, from Massachusetts avenue to Raleigh street. (Work done
in 1920.)
Engineering $15 80
Engineering expense 56 13
Services of expert, analvzing, etc. ... 25 02
$96 95
Belgrade avenue, from Belgrade street to South street. (Work not started.)
Engineering $435 80
Engineering expense 7 50
— $443 30
Public Works Department.
193
Berkeley street, from Columbus avenue to Providence street. (Work not
started.)
Blocks $15 00
Blackstone street, from Clinton street to Haymarket square. (Work done
in 1920.)
Engineering $67 61
Blue Hill avenue, from Talbot avenue to Morton street. (Work not
started.)
Engineering $338 20
Engineering expense 7 20
$345 40
Boylston street, from Amory street to Centre street.
Engineering
(Work not started.)
$20 00
Bremen street, from 230 feet northeast of Maverick street to Porter street.
Length, 1,239 linear feet. Area, 4,059 square yards. Edgestone
set, second-hand granite block pavement laid with grout joints on
gravel base and artificial stone sidewalks constructed on the north
side.
Engineering
$347 66
Inspection
332 28
Engineering expense
5 40
Advertising
3 70
Expert services
9 90
Edgestone, 280 feet straight and 38 feet circular
629 39
Blocks, 14,045 old granite ....
421 35
$1,749 68
Credit: Bricks
18 60
Amount paid to Coleman Brothers, Inc., under
contract:
271 linear feet straight edge-
stone set @ 30c. . . $81 30
61 linear feet circular edge-
stone set @ 50c. . 30 50
1,469 linear feet existing edge-
stone reset @ 30c. . . 440 70
25 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 25 00
3,948 square yards granite block
pavement hauled and
laid, gravel base, sand
bed and grout joints, @
$1.70 ... 6,711 60
111 square yards existing gran-
ite block pavement re-
laid, gravel base, sand
bed and grout joints, @
$1.50 ... 166 50
44 square yards brick side-
walks hauled and laid @,
44 00
$1,731 08
Carried forward
$7,499 60 $1,731 08
194
City Document No. 22.
Brought forward
$7,499 60
$1,731 08
200 square yards existing brick
sidewalks relaid @ 90c,
180 00
7,149 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 22c. .
1,572 78
82 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 25c,
20 50
14 covers reset @ $3
42 00
12 courses of brickwork laid
@50c
6 00
9,320 88
$11,051 96
Burke street, from Tremont street to Columbus avenue.
Engineering $38 00
Engineering expense 3 10
$41 10
* Centre street, from Allandale street to South street. Length, 6,502 linear
feet. Area, 17,084 square yards. Filling, edgestone reset, sheet
asphalt pavement laid, retaining wall constructed and artificial stone
sidewalks constructed.
Engineering
Inspection
Engineering expense
Labor, removing trees .
Labor and materials, building drain
Teaming
Amount paid to the Bermudez Company, under
contract :
334.5 cubic yards earth excava-
tion @ $2.50 .
3.6 cubic yards rock excava-
tion @ $10 .
1,242 cubic yards gravel filling
furnished @$2.50.
115 cubic yards extra excava-
tion @ $3
788 tons crushed stone fur-
nished, placed, watered
and rolled, @ $4 .
372 linear feet straight edge-
stone set @ 45c. .
333 linear feet existing edge-
stone reset @ 40c.
161 square yards existing
granite block paving
taken up, hauled and
relaid in hips, gravel
joints, @ $2 .
3,205 square yards shoulders
graded, shaped, watered
and rolled, @ 45c.
Carried forward
$836 25
36 00
3,105 00
345 00
3,152 00
167 40
133 20
322 00
1,442 25
>9,539 10
$557 78
53 70
1 10
626 10
485 50
401 46
,125 64
* See Highways, making of.
Public Works Department. 195
12,125 64
Brought forward
$9,539 10
17,521 square yards bituminous
concrete binder and as-
phalt wearing surface,
furnished and laid on
macadam foundation, @
$2.89 ....
50,635 69
1,540 square feet artificial stone
foundation furnished
and placed @ 12c.
184 80
1,540 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 35c,
539 00
25 covers reset @ $3 .
75 00
17 courses of brickwork laid
@ 50c. . . . .
8 50
Furnishing all materials
and constructing wall
and fence
7,700 00
62.5 linear feet wood fence
built @ $2.25
140 63
$68,822 72
Less amount paid in 1920,
61,655 13
$7,167 59
Less amount charged to
highways, making of .
1,100 71
6,066 88
$8,192 52
Centre street, from Columbus avenue across Hyde square. Length, 3,270
feet. Asphalt concrete laid on macadam foundation and artificial stone
sidewalks constructed.
Engineering $1,336 83
Inspection . . 1,054 26
Engineering expense 44 45
Expert services 9 90
Photographs 32 00
Edgestone, 2,000 feet straight, 192 feet circular,
10 small corners and 2 special stones . . 3,267 32
Blocks, 38,100 recut granite .... 2,28600
$8,430 76
Credit: Bricks 49 00
$7,981 76
Amount paid to B. E. Grant Company, under
contract:
58 cubic yards rock excava-
tion © $5 . . . $290 00
980 tons crushed stone fur-
nished, placed watered
and rolled, (Q> $3 . . 2,940 00
1,946 linear feet straight edge-
stone set @ 22c. . . 428 12
229 linear feet circular edge-
stone set © 22c. . 50 38
Carried forward .... $3,708 50 $7,981 76
196 City Document No. 22.
Brought forward ... $3,708 50 $7,981 76
5,205 linear feet existing edge-
stone reset @ 20c. . . 1,041 00
105 linear feet crushed stone
and concrete foundation
furnished and placed @
15c. . . . 15 75
36 square yards existing gran-
ite block paving relaid,
gravel joints. @ $1 . 36 00
543 square yards existing gran-
ite block paving recut
and relaid in brows of car
tracks, concrete base,
sand bed and grout joints,
© $3 . . . . 1,629 00
9 square yards granite block
paving recut and relaid
in edgings and driveways,
concrete base, sand bed
and grout joints, @ $3. 27 00
4,542 square yards existing gran-
ite block paving recut
and relaid, concrete base,
sand bed and grout joints,
@ $3 .... 13,626 00
2,645 square yards concrete base
and asphalt concrete sur-
face layor furnished and
laid, @ $2.75 . . . 7,273 75
7,864 square yards asphalt con-
crete pavement surface
layer, furnished and laid
on macadam foundation,
@ $1.50 . . . 11,796 00
6,688 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid @ 17c. 1,136 96
74 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 25c.
26 covers reset @ . $3
24 courses of brickwork laid
@ 50c
Less 5 per cent retained
Less amount charged to
Centre street, from Boyls-
ton street to Green street,
18 50
78 00
12 00
$40,398 46
2,019 92
*$38,378 54
9,023 56
29,354 98
Amount paid to Boston Elevated Railway Com-
pany:
1,403.7 square yards of block paving in dummy
barred out, blocks recut, concrete base
made and paving laid, @ $3.92 . . 5,502 50
42,839 24
* Includes measurements for Centre street, from Boylston street to Green street.
Public Works Department. 197
Centre street, from Forbes street to Boylston street. (Unfinished work
from 1921.) Length, 1,386 linear feet. Area, 3,622 square yards.
Edgestone set, Topeka pavement laid on macadam foundation, brick
sidewalk laid on the east side and artificial stone sidewalk constructed
on the west side.
Engineering $33 34
Engineering expense 60
Amount paid to Boston Elevated Railway Com-
pany:
7)2.9 square yards of block paving in dummy
barred out, blocks recut, concrete base
laid and blocks laid, @ $3.92. . . 2,794 57
Amount paid to Central Construction Company,
under contract:
10 cubic vards rock excavation
$60 00
40^ tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 121 50
689 linear feet straight edge-
stone set @ 32c. . . 220 48
33 linear feet circular edge-
stone set @ 35c. . . 11 55
1,131 linear feet existing edge-
stone reset @ 30c. . . 339 30
265 linear feet crushed stone and
concrete foundation fur-
nished and placed @ 30c . 79 50
52 square yards existing gran-
ite block paving relaid
in driveways and edgings,
gravel base, sand bed and
grout joints, @ $2 . . 104 00
10 square yards existing gran-
ite block paving relaid in
brows of car tracks,
gravel base, sand bed and
grout joints, @ $2.50 25 00
3,560 square yards Topeka wear-
ing surface furnished and
laid on macadam founda-
tion @ $2.35 . . . 8,366 00
871 square vards brick side-
walks'relaid @ 70c. . 609 70
5,347 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 26c. 1,390 22
260 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 35c. 91 00
3 covers reset at $3 9 00
4 courses of brick work laid
@ 50c .2 00
Extra work — Remove
trees, and roots of trees,
as directed:
35 hours' labor @ 65c. . . 22 75
Plus 15 per cent on $22.75 . 3 41
Carried forward .... $11,455 41 $2,828 51
198
City Document No. 22.
Brought forward . . . $11,455 41
Less amount paid in 1920,
from Street Improve-
ments .... 9,369 21
$2,828 51
2,086 20
1,914 71
Centre street, from Boylston street to Green street. Length, 2,520 feet.
Roadway paved with asphaltic pavement and artificial stone sidewalks
constructed. For details, see Centre street, from Columbus avenue to
Hyde square. (Work unfinished.)
Engineering
Engineering expense
Advertising
Amount paid by Boston Elevated Railway
Company :
1,317 square yards of block paving in dummy
barred out, blocks recut, concrete base
made and paving laid, @ $3.92 .
Amount paid to B. E. Grant Company, under
contract . *9,023 56
$627 50
5 90
8 00
5,162 64
$14,827 70
Charles street, from Fruit street to Allen street.
Engineering
Engineering expense
(Work done in 1920.)
$45 00
3 35
$48 35
Chelsea street, from Maverick street to Day square. Length, 3,972 linear
feet. Area, 22,918 square yards. Reset edgestone, roadway between
Maverick street and Gove street was paved with asphalt concrete on
6-inch concrete base and the rest of the roadway with asphalt concrete
on macadam foundation. Artificial stone side)
valks were constructed.
Engineering . . . .
$841 76
527 91
Engineering expense
48 20
Advertising
3 70
Expert services ....
9 90
Photographs
64 00
Edgestone, 64 feet straight, 196 feet circular
and 10 small corners
739 05
Blocks, 5,140 old granite
154 20
$2,388 72
Credit: Sidewalk bricks
424 20
$1,964 52
Amount paid to Coleman Brothers,
under con-
tract :
Removing trees, bushes,
etc
$25 00
150 tons crushed stone fur-
nished, placed, watered
and rolled @ $3.50 .
525 00
64 linear feet straight edge-
stone set @ 30c. .
19 20
Carried forward ....
$569 20
$1,964 52
* Details included in measurement for Centre street, from Columbus avenue to Hyde
square.
Public Works Department. 199
Brought forward . . . $569 20 $1,964 52
225 linear feet circular edge-
stone and corners set @
50c 112 50
7,715 linear feet existing edge-
stone reset @ 30c. . 2,314 50
221 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 221 00
201 square yards existing gran-
ite block pavement re-
laid, gravel base, sand
bed and grout joints, @
$1.50 .... 301 50
3,571 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @ $4.20 . . . 14,998 20
19,146 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2.50 .... 47,865 00
375 square yards existing brick
sidewalks relaid @ 90c, 337 50
2,588 square feet artificial stone
foundation furnished
and placed @ 9c. . . 232 92
69,641 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 22c, 15,321 02
32 covers reset @ $3 . . 96 00
67 courses of brickwork laid
@ 50c 33 50
13 Bradley head catch-basins
reset @ $5 . . . 65 00
Extra work: — Remove
one tree on Chelsea
street, near Gove street,
1 tree removed ... 50 00
82,517 84
84,482 3
Columbia road, from Hancock street to Blue Hill avenue. (Work not
started.)
Engineering $49 04
Engineering expense 1 80
$50 84
Columbus avenue, from Tremont street to Centre street. Length, 3,172
linear feet. Area, 17,868 square yards. Reset edgestone, granite
blocks relaid with grout joints and concrete base and artificial stone
sidewalks constructed.
Engineering $2,346 97
Inspection 1,257 31
Engineering expense 90 45
Advertising 6 60
Photographs 22 00
Carried forward $3,723 33
200 City Document No. 22.
Brought forward $3,723 33
Edgestone 178 73
Blocks, 57,374 old granite 1,721 22
$5,623 28
Credit: Bricks, sidewalk 956 16
Amount paid to John Kelly Company, under
contract:
590 square yards existing con-
crete base excavated and
removed @ 35c. . . $206 50
90 linear feet straight edge-
stone set @ 20c. . . 18 00
4,721 linear feet existing edge-
stone reset @ 17c. . . 802 57
1,822 cubic vards concrete base
furnished and laid @ $9, ] 6,398 00
2,777 square yards granite block
paving hauled and laid,
sand bed, grout joints
© $1.80 . . . 4,998 60
16,771 square yards existing gran-
ite block paving relaid,
sand bed, grout joints
©SI.28 . . . . 21,466 88
680 square yards existing gran-
ite block paving relaid,
gravel base, sand bed
and grout joints @ $1.25, 850 00
52 square yards existing brick
sidewalks relaid @ 50c. 26 00
30,000 square feet artificial stone
foundation furnished
and placed (unfinished)
@ He. . . . . 350 00
68,623 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 16|c, 11,322 80
532 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 25c. . 133 00
85 covers reset @ $3 . . 255 00
1 Bradley head catch-basin
reset @ $5 5 00
23 courses of brick work laid
@50c. .... 11 50
Section], Article E, Over-
haul:
853 tons granite paving blocks
hauled from Massa-
chusetts avenue lot (in-
stead of from Highland
Street Yard), two (2)
miles overhaul @ 15c.
per ton per half mile . 511 80
,667 12
Carried forward .... $37,355 65 $4,667 12
Public Works Department.
201
Brought forward ....
Extra Work — Cut the
edgestone to fit new
telephone cover near
the railroad bridge :
8 hours, stone-cutter @ $1,
Plus 15 per cent on $8
Extra Work — Cover the
top of old fire reservoir
with flagging and bar
and ram trenches where
directed :
23 hours' labor @ 40c. .
4 hours, paver, @ $1 .
Plus 15 per cent on $13.20,
2 bags cement @ $1
$57,355 65 $4,667,12
8 00
1 20
9
20
4
00
1
98
2 00
57,382 '03
$62,049 15
Columbus avenue, from Centre street to Walnut avenue. Length, 4,020
linear feet. Area, 16,934 square yards. Reset edgestone, asphalt
concrete pavement laid on macadam foundation and artificial stone
sidewalks constructed.
Engineering $967 66
Inspection
Engineering expense
Advertising
Templets.
Expert services
Edgestone
Credit: Bricks, sidewalks
Blocks, old granite
717 22
18 05
7 70
15 00
9 90
217 02
$1,952 55
$932 65
104 00
1,036 65
$915 90
Amount paid to Simpson Brothers Corporation,
under contract:
3 cubic yards rock excava-
tion @ $5 . . $15 00
83 linear feet circular edge-
stone set @ 30c. . . 24 90
7,101 linear feet existing edge-
stone reset @ 23c. . . 1,633 23
99 square yards existing gran-
ite block paving relaid,
gravel joints, @$1 . 99 00
80 square yards existing gran-
ite block paving relaid
in brows of car tracks,
gravel base, sand bed
and grout joints, @
$2.50 200 00
16,755 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
© $2.18 .
Carried forward
36,525 90
$38,498 03
$915 90
202 City Document No. 22.
Brought forward . . . $38,498 03 $915 90
73 square yards existing brick
sidewalks relaid @ 50c, 36 50
20,724 square feet artificial stone
foundation furnished
and placed @ 6c. . . 1,243 44
80,223 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 18c. . 14,440 14
1,875 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid,
@ 25c 468 75
47 covens reset @ $3 . . 141 00
5 Bradley head catch-basins
reset @ $5 . 25 00
23 courses of brickwork laid
@ 50c 11 50
Extra Work — Remove
two trees and stumps
near Walnut avenue:
2 trees and stumps re-
moved @ $90 . . 180 00
55,044 36
— : $55,960 26
Commercial street, from Hanover street to Washington Street North
(Work done in 1918-19.)
Engineering $5 00
Corinth street, from Washington street to Belgrade avenue. (Work not
done.)
Engineering $31 00
Cunard street, from Tremont street to Columbus avenue. (Work not
done.)
Engineering $35 65
Engineering expense 1 70
$37 35
Davenport street, from Tremont street to Columbus avenue. (Work not
done.)
Engineering $30 00
Engineering expense 2 20
$32 20
Devonshire street, from Water street to Franklin street. Length, 730
linear feet. Area, 2,248 square yards. Wood block pavement laid.
(Work done in 1920.)
Final payment to James Doherty for work done in 1920,
under contract $2,636 60
Dorchester avenue, from Dorchester Avenue Bridge to West Second street.
Length, 749 linear feet. Area, 4,236 square yards. Edgestone reset,
second-hand granite block pavement laid with grout joints on con-
crete base and brick sidewalks relaid. (Unfinished work from 1920.).
Public Works Department. 203
Engineering $245 76
Inspection 44 75
Engineering expense 10 30
Templets 27 56
Blocks 234 45
Amount paid to John Kelly Company, under
contract :
Excavating and removing
the paving materials,
paving and filling at
and near abandoned ap-
proach to Atlantic Ave-
nue Bridge . . . $400 00
17 linear feet circular edge-
stone set @ 30c. . . 5 10
1,449 linear feet existing edge-
stone reset @ 39c. . 565 11
1,037 square 3'ards granite block
paving hauled and laid,
including hauling away
old blocks and flagging,
concrete base, sand bed
and grout joints, @
$4.15 ... . 4,511 05
3,149 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, concrete base,
sand bed and grout
joints, @ $4 . . . 12,596 00
162 square yards existing gran-
ite block paving relaid,
gravel base, sand bed,
grout joints, @ $2.20 . 356 40
92 square vards brick side-
walks laid @ 60c. . 55 20
1,092 square vards existing brick
sidewalks relaid @ 40c, 436 80
14 covers reset @ $3 . . 42 00
7 courses of brickwork laid
@ 50c 3 50
Extra work — Load and
haul sidewalks brick
from the Chestnut Hill
avenue paving yard in-
stead of from Massa-
chusetts avenue lot:
19,500 brick loaded and hauled
from the Chestnut Hill
avenue paving yard @
$5.30 per M . . . 103 35
Extra work — Remove
foundation of approach
to abandoned Atlantic
Avenue Bridge and re-
move existing concrete
base where directed:
532 hours' labor @ 70c. . . 372 40
Plus ] 5 per cent on $372.40 55 86
27 hours, double team, @
$1.50 .... 40 50
Carried forward . . . $19,503 27 $562 82
204
City Document No. 22.
Brought forward ....
16 hours, auto truck, @ $4 .
Extra work — Load and
haul second-hand gran-
ite blocks from the
Chestnut Hill avenue
paving yard instead of
from the Massachusetts
avenue lot:
1 day, foreman, @ $7
64 hours' labor @ 50c. .
Plus 15 per cent on $39 .
32 hours, auto truck, @
$4.37^ ....
24 hours, double team, @
$1.50 ....
Less amount retained
Less amount paid in 1920,
$19,503 27
64 00
$562 82
7 00
32 00
5 85
140 00
36 00
$19,828 12
500 00
$19,328 12
15,170 18
4,157 94
$4,720 76
Dorchester avenue, from Andrews square to Savin Hill avenue,
done in 1918 and 1919.)
Engineering $22 27
Final payment to William J. Barry for work
done under contract in 1919 . . . . 2,000 00
(Work
$2,022 27
Dorchester avenue1 from Park street to Ashmont street. Length 4,665 linear
feet. Area, 15,832 square yards. Reset edgestone and relaying east
side of roadway with recut granite blocks, grout joints and concrete
base and the west side with new blocks on concrete base with asphalt
joints. The wood block was laid on concrete base with sand joints
and artificial stone sidewalks were constructed.
Engineering .
Inspection
Engineering expenses
Advertising .
Expert services
Edgestone
Blocks, wood paving, 4,603
Blocks, large granite, 166,425
Blocks, recut granite, 34,825
Credit : Old granite blocks
Old sidewalk bricks
Amount paid to Gore, Inc.,
under contract:
Removing trees, bushes,
etc
57 linear feet circular edge-
stone set @ 20c. .
Carried forward
$1,091 00
1,481 10
49 85
17 10
98 90
271 46
287 68
18,766 27
2,089 50
$24,152 86
51,113 51
)
26 6(
)
i 1 4.n in
$23,012 76
$20 0(
)
11 4(
)
,171 50 $23,012 76
Public Works Department. 205
Brought forward . . $1,171 50 $23,012 76
2,171 linear feet existing edge-
stone reset @ 18c. . 390 78
88 square yards existing gran-
ite block pavement
laid, gravel joints, @
65c 57 20
5,800 square yards granite block
paving laid, concrete
base, sand bed and as-
phalt joints, @ $2.59, 15,022 00
7,900 square yards existing gran-
ite block paving recut
and relaid, concrete
base, sand bed and
grout joints, @ $3.06 . 24,174 00
1,840 square yards wood block
pavement furnished and
laid, concrete base, mor-
tar bed, etc., @ $4.75, 8,740 00
1 7 square yards existing
brick sidewalks relaid
@ 40c 6 80
16,500 square feet artificial
stone sidewalks, con-
crete base and wearing
surface furnished and
laid @ 17c. . . . 2,805 00
650 square feet artificial
stone driveways, con-
crete base and wearing
surface furnished and
laid @ 21c. ... 136 50
4,000 square feet artificial
stone foundation fur-
nished and placed @
3c 120 00
47 covers reset @ $33 . . 141 00
28 courses of brickwork laid
@ 50c 14 00
Extra work — relay the
existing granite block
pavement with grout
joints where directed.
65 square yards existing
granite block paving
relaid, grout joints, @
$1.25 .... 81 25
Extra work — Haul recut
blocks from Massa-
chusetts avenue lot.
112 hours, labor® 40c. . . 44 80
Plus 15 per cent on $44.80, 6 72
96 hours, double team @ $1, 96 00
8 hours, auto truck @ $3.75, 30 00
$51,897 45
Less 15 per cent retained, 7,784 62
44,112 83
$67,125 59
206 City Document No. 22.
Dorchester street (East and West Broadway to East and West Eighth street).
Length, 1,720 linear feet. Area, 8,066 square yards. Edgestone set.
Bitulithic pavement laid on concrete base and artificial stone sidewalks
constructed.
Engineering $655 91
Inspection 1,060 02
Engineering expense 28 60
Advertising 15 50
Templets 31 12
Edgestone 359 77
Expert services 9 90
Labor 88 00
$2,248 82
Credit: Bricks, sidewalk 1,017 70
$1,231 12
Amount paid to Samuel J. Toma-
sello under contract:
132 linear feet circular edge-
stone set @ 30c. . . $39 60
2,811 linear feet existing edge-
stone reset @ 30c. . . 843 30
52 cubic yards extra con-
crete base furnished and
laid @ $9 468 00
325 square yards existing
granite block paving re-
laid, gravel joints, @$1, 325 00
904 square yards existing
granite block paving re-
laid, asphalt joints, @
$1.65 . . . . 1,491 60
329 square yards existing
granite block paving re-
laid in brows of car
tracks, sand bed and
grout joints, @ $1.50 . 493 50
6,508 square yards concrete
base and bitulithic
pavement furnished
and laid @ $4.35 . . 28,309 80
278 square yards existing
brick sidewalks relaid
@ 60c 166 80
18 covers reset @ $3 . 54 00
1 Bradley-head catch-basin
reset @ $5 . . . 5 00
10 courses of brick work laid
@ 50c 5 00
Extra work — Regulate
existing edgestone and
furnish and lay artifi-
cial stone sidewalks.
33,518 square feet artificial stone
sidewalks furnished and
laid @ 26c. . . . 8,714 68
Carried forward . . . $40,806 28 $1,231 12
Public Works Department. 207
Brought forward . . . $40,806 28 $1,231 12
Extra work — Remove
trees, where directed.
4 trees removed @ $100 . 400 00
Extra work — Reinove
stumps of old trees
under existing brick
sidewalk.
72 hours' labor, @ 40c. . . 28 80
Plus 15 per cent on $28.80 4 32
Extra work — Recut old
paving blocks to be used
for repaving brow to
car tracks.
275 square yards granite
block recut @, 65c. . 178 75
Section 1. Article E.
Overhaul.
1,406 tons surplus material
hauled to Old Colony
avenue (more than one
mile and less than one
and one-half miles) §
mile overhaul at 15c.
per ton per half mile, 210 90
84§ tons sidewalk brick hauled
to L street (instead of
city paving yard on
Columbia road at H
street) one half mile
overhaul @ 15c. per
ton per half mile . . 12 68
$41,751 73
Less 15 per cent retained, 6,262 76
35,488 97
$36,720 09
Dudley street, from Alexander street to Stoughton street. Length, 1,400
linear feet. Area, 5,941 square yards. Edgestone set; granite block
paving laid and relaid; artificial stone sidewalks and driveways con-
structed. (Unfinished work from 1920.)
Engineering $131 13
Inspection 195 58
Engineering expense 17 60 -
Blocks, old granite 427 50
Bricks ' 7 50
Edgestone 14 17
Amount paid to DeStefano Brothers under
contract :
47 linear feet circular edge-
stone set @ 60c. . . $28 20
1,752 linear feet existing edge-
stone reset @ 35c. . 613 20
62 s q u a r e yards existing
granite block paving re-
laid, gravel joints, @
$1.50 .... 93 00
Carried forward .... $734 40 $893 48
208 City Document No. 22.
Brought forward . . $734 40 $893 48
855 square yards granite block
paving hauled and laid,
including hauling away-
old blocks and nagging,
concrete base, sand bed
and grout joints, @
$4.50 . . . 3,847 50
5,564 square yards existing
granite block paving
taken up, cleaned, piled
and relaid, concrete
base, sand bed and
grout joints @ $4.40 . 24,481 60
57 square yards brick side-
walks relaid @ 75c. . 42 75
16,607 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 33c. . 5,480 31
126 square feet artificial stone
driveways, cone r e t e
base and wearing sur-
face furnished and laid
@ 60c 75 60
2 covers reset @ $3 . 6 00
4 courses of brick work laid
@ 50c 2 00
Extra work — Relay
existing granite block
paving dn gravel base
with grout joints where
directed:
403 square yards granite block
paving relaid, gravel
base and grout joints,
@ $2 806 00
Section 1, Article E,
Overhaul:
77 tons blocks hauled from
East Fifth street lot
(instead of from Massa-
chusetts avenue lot) one
and one half miles over-
haul @ lie. per ton per
half mile ... 25 41
12 tons blocks hauled from
Centre street near
Montclair street (in-
stead of from Massa-
chusetts avenue lot),
five miles overhaul @
lie. per ton per half
mile .... 13 20
Extra work — R e c u t
blocks to connect with
4-inch work on Colum-
bia road and clean pitch
and pebbles from blocks
furnished by city from
Massachusetts avenue
lot:
Carried forward .... $35,514 77 $893 48
Public Works Department. 20y
Brought forward . . . $35,514 77
66 hours' labor @ 65c. . . 42 90 $893 48
Plus 15 per cent on $42.90, 6 44
$35,564 11
Less amount paid in 1920, 30,925 19
4,638 92
$5,432 40
East Fourth street, from K street across P street. (Work done in 1919 and
1920.)
Engineering expense $0 30
East and West Concord streets, from Albany street to Columbus avenue.
(Work not started.)
Engineering $204 93
Engineering expense 6 80
$211 73
East and West Springfield streets, from Harrison avenue to Columbus ave-
nue. (Work not started.)
Engineering $242 41
Engineering expense 5 20
$247 61
Exeter street, from Boylston street to Commonwealth avenue. (Work not
started.)
Engineering $65 75
Engineering expense 10
$65 85
Fairfield street, from Boylston street to Beacon street. (Work not started.)
Engineering $184 63
Engineering expense 3 90
$188 53
Franklin street, 60 feet west of Devonshire street to Broad street. (Work
done in 1920.)
Engineering $26 00
Friend street, from Union street to Causeway street. Length, 1,860 linear
feet. Area, 6,010 square yards. Edgestone reset, granite block
paving laid and relaid and artificial stone sidewalks constructed.
(Unfinished work from 1920.)
Engineering $435 18
Inspection 411 30
Engineering expense 3 05
Edgestone 198 64
Teaming 16 00
$1,064 17
Credit: Bricks, sidewalk 56 00
$1,008 17
Amount paid to B. E. Grant, under contract:
15 cubic yards extra exca-
vation @ $2 . $30 00
Carried forward .... $30 00 $1,008 17
210 City Document No. 22.
Brought forward . . . $30 00 $1,008 17
3,444 square yards existing con-
crete base excavated
and removed @ $1 . 3,444 00
10 linear feet straight edge-
stone set @ 50c. . . 5 00
93 linear feet circular edge-
stone set @ 75c. . . 69 75
2,122 linear feet existing edge-
stone reset @ 30c. . 636 60
981 cubic yards concrete base
furnished and laid @
$14 13,734 00
88 square yards existing gran-
ite block paving relaid,
gravel joints @ $1.50 . 132 00
194 square yards granite block
paving hauled and laid,
including hauling away
old blocks and flagging,
sand bed and grout
joints @ $2.65 . . 514 10
5,816 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed, grout
joints @ $2.25 . 13,086 00
22 square yards existing
brick sidewalks relaid
@ $1 22 00
12,247 square feet artificial stone
sidewalks, concrete base
and wearing surface
furnished and laid (a
28c 3,429 16
19 covers reset @ $3 . . 57 00
1 Bradley head catch-basin
reset @ $5 . 5 00
40 courses of brickwork laid
@ 50c 20 00
Extra work — Bar out,
load and haul granite
paving blocks from area
occupied by Boston Ele-
vated Railway track:
158 square yards granite
blocks barred out, load-
ed and hauled @ 50c. 79 00
$35,263 61
Less amount paid in
1920 .... 9,285 97
25,977 64
$26,985 81
Gloucester street, from Boylston street to Beacon street (Work not
started.)
Engineering $140 81
Engineering expense 1 40
$142 21
Public Works Department. 211
Green street, from Call street to Centre street. Length, 1,992 linear feet.
Area, 6,410 square yards. Edgestone reset, Topeka pavement laid
on macadam foundation and artificial stone sidewalks constructed.
Engineering $235 21
Inspection 327 48
Engineering expense 6 95
Edgestone 478 98
$1,048 62
Credit: Bricks, sidewalk 171 50
Amount paid to Central Construction Com-
pany, under contract:
12 cubic yards extra excava-
tion @ $2.50 . . . $30 00
337 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . 1,011 00
29 linear feet straight edge-
stone set @ 32c. . 9 28
164 linear feet circular edge-
stone set @ 35c. . 57 40
3,686 linear feet existing edge-
stone reset @ 30c. . 1,105 80
47 square yards existing
granite block paving
relaid, gravel joints
@80c 37 60
37 square yards existing
granite block paving
relaid in driveways and
edgings, gravel base,
sand bed and grout
joints @ $2 . . . 74 00
6,326 square yards Topeka wear-
in? surface furnished and
laid on macadam foun-
dation @ $2.35 . . 14,866 10
80 square yards brick side-
walks relaid % 70c. . 56 00
23,008 square feet artificial stone
sidewalks, concrete base
and wearing surface,
. furnished and laid, @
26c 5,982 08
7 covers reset © $3 . . 2100
881 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid,
@ 35c. . . . . 308 35
5 courses of brickwork laid
@ 50c 2 50
$877 12
23,561 11
$24,438 23
Hereford street, from Beacon street to Boylston street. (Work not started.)
Engineering $142 35
Engineering expense 3 80
$146 15
212 City Document No. 22.
Humboldt avenue, from Walnut avenue to Seaver street. (Work not
started.)
Engineering $75 00
Huntington avenue, (north side), from the east side of Gainsborough street
to the west side of Hemenway street. Length 1,882 linear feet. Area,
6,200 square yards. Edgestone reset, asphalt concrete pavement laid
on macadam foundation and artificial stone sidewalks constructed.
Engineering $409 12
Inspection 364 36
Engineering expense 12 90
Advertising 3 75
Expert services 9 90
Edgestone 436 34
$1 236 37
Credit: Bricks, old sidewalk . $205 10
Blocks, old paving . 20 00
Amount paid to Andrews Construction Com-
pany, under contract:
798 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . $2,394 00
148 linear feet straight edge-
stone set @25c. '. . 37 00
51 linear feet circular edge-
stone set @ 25c. . . 1 2 75
1,242 linear feet existing edge-
stone reset @ 25c. . 310 50
59 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 59 00
28 square yards existing gran-
ite block paving relaid
in brows of car tracks,
gravel base, sand bed,
grout joints, @ $2 . 56 00
6,113 square yards asphalt con-
crete pavement surface
layer, furnished and laid
on macadam foundation,
@ $2.40 . . . . 14,571 20
138 square yards existing
brick sidewalks relaid
@ $1 . . . . 138 00
3,896 square feet artificial stone
foundation furnished
and placed @ 1c. . . 18 96
12,831 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 23c
4 covers reset @ $3 .
5 courses of brick work
laid @ 50c. .
225 10
1,011 27
2,951 13
12 00
2 50
20,663 04
$21,674 31
Public Works Department. 213
John Eliot square. (Work not started.)
Engineering $50 68
Main street, Ckarlestown, from City square across Alford street. Length,
5,690 linear feet. Area, 30,685 square yards. Edgestone reset, recut
granite block pavement laid and artificial stone sidewalks constructed.
Work done in 1919 and 1920.
Engineering expense $1 80
Final payment to William J. Barry for work
done under contract in 1919 and 1920 . . 1,000 00
$1,001 80
Market street, from Washington street across Western avenue. Length,
5,015 linear feet. Area, 22,217 square yards. Edgestone set and
reset. Simasco pavement laid and artificial stone sidewalks con-
structed. (Unfinished work from 1920.)
Engineering $1,207 97
Inspection 698 01
Engineering expense 36 05
Manhole alterations 75 02
Edgestone 1,995 17
Amount paid Simpson Brothers Corporation,
under contract:
5 . 8 cubic yards rock excava-
tion @ $5 $29 00
66 tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 198 00
120 linear feet straight edge-
stone set @ 35c. . 42 00
670 linear feet circular edge-
stone set @ 40c. . . 268 00
7,820 linear feet existing edge-
stone reset @ 30c, 2,346 00
56*square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . 56 00
198 square yards existing gran-
ite block paving relaid,
concrete base, sand bed
and grout joints, @
$4.50 * . 891 00
3,206 square yards existing gran-
ite block paving relaid
in driveways and edg-
ings, gravel base, sand
bed, grout joints, @ $2, 6,412 00
18,757^square yards Simasco
pavement furnished and
laid @ $2.50 . . . 46,892 50
73,552 square feet artificial stone
foundation furnished
and placed @ 6c. . . 4,413 18
70,423 square feet artificial stone
sidewalks, concrete base
andwearing surface, fur-
nished and laid, @ 26c, 18,309 98
Carried forward .... $79,857 66 $4,012 22
* Decrease of $0.50 per square yard.
214 City Document No. 22.
Brought forward . . . $79,857 66 $4,012 22
4,763 square feet artificial stone
driveways, concrete base
andwearing surface, fur-
nished and laid. @33c, 1,571 79
87 covers reset @ $3 . . 261 00
135 courses of brick work laid
@ 50c 67 50
1 6 Bradley head catch-basins
reset @ $5 . . . 80 00
Extra work — Haul
second-hand paving from
Market street to Bright-
on Paving Yard, Chest-
nut Hill avenue:
58,136 square yards blocks hauled
to yard @ $10 M. . . 581 36
Extra work — Cut stump
in sidewalk and change
edgestone for special
catch-basin at Garden
street :
5 hours, edgestone setter, @
$1 5 00
31 hours' labor @ 40c. . 12 40
Plus 15 per cent on $17.40, 2 61
Extra work — Grade and
make safe approaches at
Leicester street, Waver-
ly street and Western
avenue :
27 hours, foreman, @ 87|c,
270 hours' labor @ 40c. .
8 hours, edgestone setter, @
$1
Plus 15 per cent on
$139.63 ....
95 hours, double team, @ $1,
1 hour, auto truck, @ $3.50,
10 feet 6-inch pipe @ 32c. .
1 bag cement @ 80c. .
2 feet screen @ 50c. .
Less amount paid in 1920,
23 63
108 00
8 00
20 94
95 00
3 50
3 20
80
1 00
$82,703 39
764 28
81,939 11
$85,951 33
Milford street, from Shawmut avenue to Tremont street. (Work not
started.)
Engineering $46 65
Engineering expense 3 20
$49 85
Mt. Vernon street, from Joy street to West Cedar street. Length, 1,200
linear feet. Area, 4,511 square yards. Edgestone reset, bituminous
macadam roadway laid and brick sidewalks relaid. (Unfinished work
from 1920.)
Engineering $86 30
Teaming 95 78
Carried forward . . $182 08
1,820
50
1,304
10
66 00
15
00
Public Works Department. 215
Brought forward
Amount paid to John W. O'Connell, under $182 08
contract :
477 linear feet straight edge-
stone set @ 39c. . . $186 03
52 linear feet circular edge-
stone set @ 40c. . . 20 80
1,558 linear feet existing edge-
stone reset @ 39c. . . 607 62
245 square yards existing gran-
ite block or cobble pav-
ing relaid, gravel joints,
@ $1.45 .... 355 25
1,655 square yards brick block
paving hauled and
laid, concrete base,
cement sand bed and
grout joints (unfinished) ,
@ $1.10
1,863 square yards existing brick
sidewalks relaid @ 70c,
16,500 bricks loaded and hauled,
from Chestnut Hill Pav-
ing Yard, Brighton, @
$4 per M.
5 covers reset @ $3 .
1 Bradley head catch-basin
reset @ $5 . 5 00
Extra work — Omit Items
la and 76 (hauling and
laying brick block pav-
ing, etc.,) and substitute
excavating, subgrading
and rolling crushed
stone:
4,326 square yards excavation,
subgrading and crushed
stone rolled, @ $1.55 . 6,705 30
Extra work — Break out
brick laid in cement and
relay the same and cut
roots where directed:
10 hours', foreman, @ $1.10,
97 hours' labor @ 70c. .
Plus 15 per cent on $78.90,
3| barrels cement @ $6
2 cubic yards sand @ $2.50,
Less amount paid in 1921,
Northampton street, from Washington street to Albany street. (Work not
started.)
Engineering $72 12
Engineering expense 50
$72 62
11 00
67 90
11 84
21 00
5 00
$11,202 34
7,311 74
3,890 60
$4,072 68
216 City Document No. 22.
Pleasant street, from Stoughton street to Savin Hill avenue. Length, 830
linear feet. Area, 2,533 square yards. Edgestone set, granite blocks
laid in dummy of car tracks. Topeka pavement laid and artificial stone
sidewalks constructed. (Work done in 1920.)
Engineering $14 00
Engineering expense 12 40
Final payment to Francis J. Burke for work
done under contract in 1920 .... 994 32
$1,020 72
Portland street, from Hanover street to Causeway street. Length, 1,696
linear feet. Area, 7,266 square yards. Edgestone set, second-hand
granite block pavement laid on 6-inch concrete base, grout joints and
artificial stone sidewalks constructed. In connection with this con-
tract, work was done in Hanover street, Traverse street, Chardon
street and Causeway street.
Engineering $437 38
Inspection 753 63
Engineering expense 2 40
Stonecutter 45 00
Edgestone 691 89
Blocks, old granite 1,584 82
$3,515 12
Credit: Bricks 187 60
Amount paid to B. E. Grant, under contract:
50 cubic yards excavation @
$2 $100 00
7,107 square yards existing con-
crete base excavated and
removed @ $1 . . 7,107 00
353 linear feet straight edge-
stone set @ 50c. . . 176 50
47 linear feet circular edge-
stone set @ 75c. . 35 25
2,327 linear feet existing edge-
stone reset @ 30c. . 698 10
1,184 cubic yards concrete base
furnished and laid @
$14 . . . . 16,576 00
2,096 square yards granite block
paving hauled and laid,
including hauling away
old blocks and flagging,
sand bed and grout
joints, @ $2.65 . . 5,554 40
5,170 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and
grout joints, @ $2.25 . 11,632 50
82 square yards existing brick
sidewalks relaid @ $1 . 82 00
17,221 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 28c, 4,821 88
18 covers reset @ $3 . . 54 00
5,327 52
Carried forward .... $46,837 63 $3,327 52
Public Works Department. 217
Brought forward . . . $46,837 63 $3,327 52
2 Bradley head catch-basins
reset @ $5 . 10 00
40 courses of brickwork laid
@50c 20 00
Section 1, Article E, over-
haul:
328 tons granite block hauled
from District 2, East
Boston (instead of from
Massachusetts avenue
lot), one and one half
miles overhaul @ lie.
per ton per half mile . 108 24
78 tons granite block hauled
from District 4, Brighton
(instead of from Massa-
chusetts avenue lot),
one and one half miles
overhaul @ lie. per ton
per half mile ... 25 74
413 tons granite block hauled
from District 7, Rox-
bury (instead of from
Massachusetts avenue
lot), one and one half
miles overhaul @ lie.
per ton per half mile . 136 29
Extra work — Bar out,
load and haul granite
paving blocks from area
occupied by Boston Ele-
vated Railway tracks :
526 square yards granite blocks
barred out, loaded and
hauled, @ 50c. . . 263 00
47,400 90
$50,728 42
Ralston street, northerly side, from Boston street, about 85 feet easterly.
Work done in 1920.
Final payment for work done by the Andrews Construction
Company, under contract, in 1920 $589 50
Richmond street, from Hanover street to Atlantic avenue. Length, 1,213
linear feet. Area, 4,678 square yards. Edgestone reset, second-hand
granite block pavement laid on 6-inch concrete base, grout joints, and
artificial stone sidewalks constructed.
Engineering $138 74
Inspection "... 232 04
Engineering expense 1 65
Edgestone 93 77
Blocks, old granite 2,510 10
$2,976 30
Credit: Bricks, old sidewalk .... 1200
$2,964 30
Carried forward $2,964 30
218
City Document No. 22.
Brought forward $2,964 30
Amount paid to B. E. Grant Company, under
contract :
31 linear feet straight edge-
stone set @ 50c. . $15 50
13 linear feet circular edge-
stone set @ 75c. . . 9 75
1,670 line ir feet existing edge-
stone reset @ 30c. . . 501 00
709 cubic yards concrete base
furnished and laid @ $4, 9,926 00
496 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1.50 . 744 00
2,789 square yards granite block
paving hauled and laid,
including hauling away
old blocks and flagging,
sand bed and grout
joints, @ $2.65 . 7,390 85
1,889 square yards existing gran-
ite block paving taken
up, cleaned, piled and re-
laid, sand bed, grout
joints, @ $2.25
51 square yards existing brick
sidewalks relaid @ $1 .
9,076 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 28c .
15 covers reset @ $3
1 Bradley head catch-basin
reset @ $5
32 courses of brickwork laid
@50c
Section 1, Article E, Over-
haul :
633 tons granite block hauled
from District 2, East
Boston (instead of from
Massachusetts avenue
lot), one and one half
miles overhaul @ lie.
per ton per half mile . 20S 89
204 tons granite blocks hauled
from District 7, Roxbury
(instead of from Massa-
chusetts avenue lot), one
and one half miles over-
haul @ lie. per ton per
half mile .... 67 32
Extra work — ■ Remove
concrete base where di-
rected and lay new con-
crete base and relay gran-
ite block paving with
grout joints in Hanover
street, between Elm
street and Washington
street :
4,250
25
51
00
2,541
45
28
00
5
00
16 00
Carried forward
$25,771184 $2,964 30
Public Works Department. 219
Brought forward . . . $25,771 84 $2,964 30
257 square yards existing con-
crete base excavated and
removed @ $1 . . 257 00
9 linear feet existing edge-
stone reset @ 30c. . . 2 70
74 cubic yards concrete base
furnished and laid @
$14 1,036 00
885 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and
grout joints, @ $2.25 1,991 25
17 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 28c. . 4 76
Extra work — Reset edge-
stone, lay concrete base,
relay granite block pav-
ing with grout joints and
lay brick sidewalks and
artificial stone sidewalks
in Market street, between
Canal street and Portland
street:
416 linear feet existing edge-
stone reset @ 30c. . . 124 80
112 linear feet concrete base
furnished and laid @
$14. . . . . . 1,568 00
721 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed, grout
joints, @ $2.25 . . 1,622 25
180 square yards existing brick
sidewalks relaid @$1 . 180 00
875 square feet artificial stone
sidewalks, concrete base
and wearingsur face, fur-
nished and laid, @ 28c. . 245 00
Extra work — Reset edge-
stone, remove and fur-
nish and lay concrete
base where directed, re-
lay granite block pave-
ment with grout joints
and lay artificial stone
sidewalks in Merrimac
street, between Sudbury
street and Portl and
street :
11 cubic yards extra excava-
tion @$2 . _ . . 22 00
728 square yards existing con- .
crete base excavated and
removed, @ $1 . . 728 00
377 linear feet existing edge-
stone reset @ 30c . . 113 10
Carried forward . . . $33,666 70 $2,964130
220 City Document No. 22.
Brought forward . . . $33,666 70 $2,964 30
J03 cubic yards concrete base
furnished and laid, @
$14 1,442 00
859 square yards existing gran-
ite block paving taken
up, cleaned, piled and re-
laid, sand bed and grout
joints, @ $2.25 . . 1 ,932 75
3,340 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 2Sc. . 935 20
Extra work — Bar out,
load and haul, granite
paving blocks from area
occupied by Boston Ele-
vated Railway tracks in
Merrimac street:
J 13 square yards granite block
barred out, loaded and
hauled @ 50c. . . 56 50
Extra work — Reset edge-
stone, relay granite block
paving with grout joints
and relay brick side-
walks in Traverse street,
between Canal street
and Friend street:
259 linear feet existing edge-
stone reset @ 30c. . . 77 70
540 square yards existing gran-
ite block paving taken
up, cleaned, piled and re-
laid, sand bed, grout
joints, @$2.25 . . 1,215 00
139 square yards existing brick
sidewalks relaid@$l . 139 00
39,464 85
— $42,429 15
River street, from bridge over Providence Division Railroad, across Everett
square. Length, 1,269 linear feet. Area, 6,020 square yards.
Edgestone reset, recut granite blocks laid in car tracks and brows to
track, concrete base and grout joints. Topeka pavement laid on
macadam foundation and artificial stone sidewalks constructed.
Engineering $448 21
Inspection 634 08
Engineering expense 23 05
Relocating pole 28 22
Edgestone 253 62
Blocks, old granite recut 2,580 00
Amount paid to Central Construction Com-
pany, under contract:
29 cubic yards extra excava-
tion @ $2.50 ... $72 50
47.7 tons crushed stone fur-
nished, placed, watered
and rolled © $3.70 . 176 49
Carned forward .... $248 99 $3,967 18
Public Works Department. 221
Brought forward . . . $248 99 $3,967 18
35 linear feet straight edge-
stone set @ 28c. . . 9 80
75 linear feet circular edge-
stone set @ 40c. . . 30 00
1,785 linear feet existing edge-
stone reset @ 28c. . 499 80
1 square yard existing gran-
ite block paving relaid,
gravel joints, @ $1.25 . 125
738 square yards existing gran-
ite block paving recut
and relaid in car tracks,
concrete base, sand bed,
grout joints, @ $5 . . 3,690 00
219 square yards existing gran-
ite block paving relaid,
in brows of car tracks,
concrete base, sand bed
and grout joints, @ $5 . 1,095 00
5,748 square j^ards Topeka wear-
ing surface, furnished
and laid, on macadam
foundation @ $2.30 . 13,220 40
6,031 square feet artificial stone
foundation furnished
and placed @ 6c. . . 361 86
14,369 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 30c, 4,310 70
305 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid,
@ 35c 106 75
17 covers reset ©S3 . . 51 00
11 courses of brickwork laid
@ 50c. . . . 5 50
Extra work — Furnish
and place plank at rail-
road fence to support
sidewalk:
10 hours, carpenter, @ 90c. 9 00
20 hours' labor @ 45c. . . 9 00
Plus 15 per cent on $18 . 2 70
470 feet B. M. 2-inch by 8-inch
plank furnished and
placed @ $60 M. . 28 20
Extra work — Remove
edgestone already set
and construct driveway
as directed and joint
edgestone where
directed:
22 hours, stone cutter, @ $1, 22 00
8 hours' labor @ 55c. . 4 40
Plus 15 per cent on $26.40, 3 96
23,710 31
$27,677 49
222
City Document No. 22.
Robert street, from Belgrade avenue to South street. (Work not started.)
Engineering $159 37
Engineering expense 2.60
$161 97
Roxbury street, from Kent street to John Eliot square. (Work not started.)
Engineering $4 00
Rutherford avenue, from Cambridge street to Chapman street. (Work done
in 1920.)
Engineering expense $0 60
Rutland street, and Rutland square, from Washington street to Columbus
avenue. (Work not started.)
Engineering $128 30
Engineering expense 4 70
$133 00
Sarsfield street, from Tremont street to Grinnell street.
Engineering
Engineering expense
(Work not started.)
$41 60
1 30
$42 90
' Seaver street, from Blue Hill avenue to Columbia road. Length, 651
linear feet. Area, 3,209 square yards. Edgestone set and reset,
asphalt concrete pavement laid on macadam foundation and artificial
stone sidewalks constructed.
Engineering $301 43
Inspection
Engineering expense
Advertising
Photographs .
Expert services
Edgestone, 273 feet straight
Credit : Blocks, old granite
Flagging, old .
154 64
2 70
7 70
34 00
9 90
516 28
$1,026 65
$56 0(
D
16 O
)
79 no
Amount paid to Simpson Brothers Corporation,
under contract:
1 cubic yard rock excavation
$954 65
224 tons crushed stone fur-
nished, placed, watered
and rolled @ $2.75 .
274 linear feet straight edge-
stone set @ 25c.
5 linear feet circular edge-
stone set @ 30c.
648 linear feet existing edge-
stone reset @ 23c. .
197 linear feet crushed stone
and concrete foundation
furnished and placed @
25c
Carried forward ....
$5 00
616 00
68 50
1 50
149 04
49 25
$889 29
$954 65
* Done in connection with Columbus avenue.
Public Works Department. 223
Brought forward
40 square yards existing gran- $889 29 $954 65
ite block paving relaid,
gravel joints, © $1 . 40 00
44 square yards existing gran-
ite block paving relaid in
brows of car tracks,
gravel base, sand bed and
grout joints, @ $2.50 . 1 10 00
3,125 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2.18 .... 6,812 50
3,442 square feet artificial stone
foundation furnished and
placed @ 6c. . . . 206 52
3,532 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 18c. . 635 76
141 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 25c. . 35 25
13 covers reset© $3. . 39 00
Extra work — Furnish and
lay six (6) inch concrete
base in dummy and brows
of car tracks in Columbia
road to conform with the
construction already
there :
29 square yards concrete base
furnished and laid @
$1.75 .... 50 75
Section 1, Article E, over-
haul :
20 tons flagging hauled to
Chestnut Hill Avenue
Yard (instead of to High-
land Street Yard), 3i
miles overhaul @ 15c.
per ton per half mile . 21 00
— 8,840 07
),794 72
Shaumut avenue, from Tremont street to Roxbury street, (Work no
started.)
Engineering $436 67
Engineering expense 27 40
& $464 07
South street, from Washington street to Belgrade avenue. (Work not
started.)
Engineering $164 81
Engineering expense 2 00 6 gl
224
City Document No. 22.
Southampton street, from Albany street to Massachusetts avenue. (Work
not started.)
Engineering $34 00
Stoughton street, from Columbia road to Pleasant street. (Work done in
1920.)
Engineering $3 00
Engineering expense 30
$3 30
Tremont street, from Dover street to Northampton street. (Work done in
1920.)
Recut blocks $2 10
Walpole street, from Tremont street to Grinnell street. (Work not started.)
Engineering $22 00
Engineering expense 2 30
$24 30
Warren street, from Dudley street to Blue Hill avenue.
Engineering
(Work not started.)
$10 00
Washington street, from Beach street across Kneeland street. Length, 290
linear feet. Area, 942 square yards. Edgestone reset, wood block
pavement laid on concrete base and artificial stone sidewalks con-
structed. (Unfinished work from 1920.)
Engineering $33 03
Inspection
Engineering expense
Expert services
Stonecutter
Blocks, recut granite
Teaming
Credit: Bricks, old sidewalk
Amount paid to James Doherty, under con-
tract:
15 linear feet circular edgestone
set @ 39c $5 85
83 linear feet existing edgestone
reset @ 30c. . . . 24 90
135 cubic yards concrete base
furnished and laid @ $11, 1,485 00
68 square yards existing granite
block paving relaid, gravel
joints, @ $1 . 68 00
92 square yards granite block
paving recut and relaid,
sand bed and grout joints,
@ $2.23 .... 205 16
192 square yards existing gran-
ite block paving relaid,
grout joints, @ $1.85 . 353 28
24 29
2 35
25 02
5 00
30 00
8 00
$127 69
42 00
$85 69
Carried forward
J, 142 19
$85 69
Public Works Department.
225
Brought forward ....
590 square yards wood block
pavement furnished and
laid @ $5.19 .
68 square yards existing brick
sidewalks relaid @ 55c. .
686 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 32c. .
5 covers reset @ $3 .
Less amount paid in 1920
52,142 19
3,062 10
37 40
219 52
15 00
$5,476 21
4,030 46
$85 69
1,445 75
$1,531 44
Washington street, West Roxbury, from Archdale road to 75 feet south of
Corinth street. Length, 3,387 linear feet. Area, 16,559 square
yards. Edgestone set and reset, gravel sidewalk graded, 5-inch
granite block pavement laid on 6-inch concrete base, each side of track,
and recut blocks on 6-inch concrete base laid in track location. (Un-
finished work from 1920.)
Engineering
$530 08
Engineering expense
25 10
Edgestone
186 45
Lumber
2 70
Teaming
373 20
Amount paid to Boston Elevated Railway Com-
pany :
6,251 square yards paving barred
out and blocks recut @ $1.13,
$7,063 63
5,654 square yards concrete base
and basing laid @ $3.52 .
19,870 40
26,934 03
Amount paid to William J. Barry,
under con-
tract:
Removing trees, bushes,
etc
$100 00
13 cubic yards rock excava-
tion @ $5
65 00
4,413 linear feet straight edge-
stone set @ 30c. .
1,323 90
369 linear feet circular edge-
stone set @ 30c. .
110 70
1,397 linear feet existing edge-
stone reset @ 30c.
419 10
560 linear feet crushed stone
and concrete foundation
furnished and placed @
10c. . . .
56 00
12,939 square yards granite block
paving furnished and
laid, concrete base, sand
bed and grout joints, @
$7.75 .
100,277 25
20 square yards granite block
paving relaid, gravel
base, sand bed and grout
joints, @ $2 .
40 00
Carried forward
$102,391 95 $28,051 56
226 City Document No. 22.
Brought forward . . . $102,391 95 $28,051 56
73 square yards existing brick
sidewalks relaid @ 50c, 36 50
240 square feet artificial stone
foundation furnished
and placed @ 6c. . . 14 40
1,448 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, © 30c. 434 40
18 covers reset @ $3 . . 54 00
] Bradley head catch-basin
reset @ $5 . . . 5 00
5 courses of brickwork laid
@ 50c .... 2 50
3,248 square yards gravel side-
walks placed, shaped,
watered and rolled @
30c 974 40
Extra work — 'Furnish
and lay granite block
paving, gravel base,
grout joints on ap-
proaches as directed:
1 16 square yards granite block
paving furnished and
laid, gravel base and
grout joints, @, $5.75 . 667 00
Extra work — Grade ap-
proaches to Murray Hill
road and place crushed
stone to back up paving
at side streets of Wash-
ington street :
] dav, foreman, @ $8 . . 8 00
5i days' labor @ $5.60 . 30 80
Plus 15 per cent on $38.80, 5 82
) day, auto truck, @ $35 . 35 00
29 tons crushed stone placed
@ $2.75 .... 79 75
Extra work — Haul exca-
vated material to Walter
street at Centre street:
4 days, auto truck, @ $35 . 140 00
Extra work — Haul sur-
plus recut blocks of
Boston Elevated Rail-
way Company to Bel-
grade avenue:
] day, foreman, @ $8 . . 8 00
]2§ days' labor @ $5.60 . . 70 00
Plus 15 per cent on $78 . 11 70
3^ days, auto truck, @ $35 . 122 50
Extra work — Replace
concrete base removed
by Water Service:
3§ square yards concrete re-
placed @ $2.85 . 9 50
Extra work — Remove
buried stump in edge-
stone trench:
Carried forward .... $105,101 22 $28,051 56
Public Works Department. 227
Brought forward . . . $105,101 22 $28,051 56
1 day's labor @ $5.60 . . 5 60
Plus 15 per cent on $5.60, 84
Extra work — Light dum-
my of track location
during suspension of
work by Boston Eleva-
ted Railway Company:
I8f days' labor @ $5.60 . ]05 00
Plus 15 per cent on $105, 15 75
2,650 lights (breakage and oil)
@ 10c 265 00
$105,493 41
Less amount paid in 1920, 98,837 61
6,655 80
34,707 36
Washington street, from Market street across Tremont street. (Work done
in 1919 and 1920.)
Engineering $36 12
Engineering expense 1 80
$37 92
*Washington street, from Corinth street to West Roxbury Parkway.
Engineering $151 73
Engineering expense 60
$152 33
Washington street, from Dudley street across Columbus avenue. (Work
not started.)
Engineering $1,135 43
Engineering expense 23 50
$1,158 93
Webster avenue, from Hanover street to Unity street. (Artificial stone walk
constructed.)
Engineering $30 68
Inspection 15 34
Engineering expense 95
Amount paid to Joseph A. Singarella:
3,060 square yards of artificial stone laid @ 27c. 826 20
$873 17
Weston street, from Tremont street to Columbus avenue. (Work not
started.)
Engineering $11 00
Engineering expense 1 00
$12 00
West Newton street, from Tremont street to Shawmut avenue. Length,
757 linear feet. Area, 2,885 square yards. Edgestone reset, asphalt
concrete pavement laid on macadam foundation and artificial stone
sidewalks constructed.
Engineering $207 30
Inspection 176 41
Carried forward $383 71
* See Washington street special.
228 City Document No. 22.
Brought forward
Engineering expense
Advertising .
Expert services
Edgestone
Blocks
Credit: Bricks, old sidewalk
Amount paid to Andrews Construction Com-
pany, under contract :
Removing trees, bushes,
etc $25 00
1,143 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . 342 90
19 linear feet circular edge-
stone set @ 25c. . . 4 75
1,488 linear feet existing edge-
stone reset @ 25c. . 372 00
18 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1. . 18 00
26 square yards existing gran-
ite block paving relaid
in driveways and edg-
ings, gravel base, sand
bed, grout joints, @ $2, 52 00
2,841 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam founda-
tion @ $2.40 . . . 6,818 40
68 square yards existing brick
sidewalks relaid @ $1 . 68 00
10,291 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 23c. 2,366 93
2 covers reset @ $3 . 6 00
1 course of brick work laid
@ 50c 50
$383 71
1
90
3
75
9
90
50 09
23
?r,
$473
10
285
25
$187 85
10,074 48
$10,262 33
STREETS CONSTRUCTED OR IN THE PROCESS OF
CONSTRUCTION UNDER CHAPTER 393 OF THE
ACTS OF 1906, AND THE COST CHARGED TO THE
APPROPRIATION FOR HIGHWAYS, MAKING OF.
Albany street, from Broadway to about 75 feet south of Troy street.
Length, 821 feet. Area, 5,340 square yards. Edgestone reset,
granite block paving laid, grout joints on a 6-inch concrete base and
brick sidewalks relaid on the west side. In connection with this con-
tract work was done in Oak street, Lehigh street and Broadway.
Engineering $254 21
Inspection 318 95
Carried forward $573 16
Public Works Department.
229
Brought forward
$573 16
Engineering expense
22 90
Stone-cutter .
55 00
Handling stock
2 00
Edgestone
50 10
Bricks
954 87
Teaming .
12 00
Amount paid to Boston Elevated Railwaj
r
Company for work done and materials fur
nished
696 03
$2,366 06
Credit: Blocks, old granite
1 20
Amount paid to James Doherty, under contract
3,704 cubic yards filling furnished
@$1.65 .
142 cubic yards earth excava-
tion @ $1.25 .
290 square yards existing con-
crete base excavated and
removed @ $1
30 cubic yards wall and foun-
dation excavated and re-
moved @ $5 .
121 linear feet circular edge-
stone set @ 48c.
2,606 linear feet existing edge-
stone reset @ 49c. .
1,005 cubic yards concrete base
furnished and laid @
$15.25 . . .
365 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 .50
2,004 square yards granite block
paving furnished and
laid, sand bed and grout
joints, @ $5.77 _ .
3,857 square yards existing gran-
ite block paving taken
up, cleaned, piled and
relaid, sand bed and
grout joints, @ $2.40
1,189 square yards existing gran-
ite block paving taken
up, cleaned, piled and re-
laid, gravel base, sand
bed and grout joints, @
$2.49 . . . .
726 square yards brick side-
walks iaid (5; 83c.
1,274 square yards existing brick
sidewalks relaid @ 59c. .
8,000 second-hand sidewalk brick
loaded and hauled from
Massachusetts avenue lot
@$4perM. .
11 covers reset @ $3
1 Bradley head catch-basin
reset @ $5
$2,364 86
5,111 60
177 50
290 00
150 00
58 08
1,276 94
15,326 25
547 50
11,563 08
9,256 80
2,960 61
602 58
751 66
32 00
33 00
5 00
Carried forward
$49,142 60 $2,364 86
230 City Document No. 22.
Brought forward . . . . $49,142 60 $2,364 86
19 courses of brickwork laid
@ 50c. .... 9 50
61 linear feet wood fence built
@ $2.25 .... 137 25
1 cubic yard concrete back-
ing furnished and placed
@ $26 26 00
Extra Work — Bar out,
clean, pile and relay ex-
isting brick block pave-
ment on a cement mortar
bed with grout joints in
Seneca street, from Al-
bany street about 150
feet westerly :
221 square yards existing brick
block barred out, cleaned
piled and relaid on ce-
ment mortar bed, with
grout joints, @ $1.75 . 386 75
Extra Work — Remove old
posts and timber from
line of widening in Al-
157 hours' labor @ 70c. . . 109 90
Plus 15 per cent on $109.90, 16 49
Extra Work — Furnish and
lay new wood block pave-
ment at intersection of
Albany street and Broad-
way to meet change of
grade:
60 square yards wood block
pavement furnished and
laid @ $5.70 ... 342 00
$50,170 49
Less amount paid in 1920 . 11,308 31
38,862 18
— $41,227 04
Alger street, from Dorchester avenue to New York, New Haven & Hartford
Railroad. (Work not started.)
Engineering $30 67
Engineering expense 30
$30 97
Allenwood street, from Anawan avenue to Pelton road. Length, 507 linear
feet. Area, 1,468 square yards. Edgestone set, concrete base laid.
(Work unfinished.)
Engineering $410 23
Inspection 523 79
Engineering expense 9 30
Advertising 2 07
Templets 13 41
Edgestone 1,334 62
Amount paid to John T. Shea, Jr., under con-
tract:
Removing trees, bushes,
etc $25 00
Carried forward .... 825 00 $2,293 42
Public Works Department.
231
Brought forward ....
1,072 cubic yards earth excava-
tion @ $1.25 .
6| cubic yards rock excava-
tion @ $6 .
163 cubic vards extra excava-
tion® $1.50 .
230 § tons crushed stone fur-
nished, placed, watered
and rolled, @ $3
904 linear feet straight edge-
stone set @ 24c.
54 linear feet circular edge-
stone set @ 25c.
45 linear feet existing edge-
stone reset @ 14c. .
1,481 square yards concrete base,
asphalt binder, sheet as-
phalt surface layer, fur-
nished and laid (un-
finished), @ $1.15 .
6,200 square feet artificial stone
foundation furnished and
placed @ lc.
8 covers reset @ $3
5 courses of brickwork laid
@ 50c
Less 5 per cent retained
$25 00
,340 00
39
00
244 50
691
50
216
96
13
50
6
30
>,293 42
1,703 15
62 00
24 00
2 50
1,368 41
218 42
4,149 99
5,443 41
Arbor way, from Forest Hills street to Morton street. (Work started, no
payment made.)
Engineering $389 00
Inspection 405 77
Engineering expense 8 30
Advertising 5 81
Arbutus street, from Blue Hill avenue to Irma street. Length 727 feet.
Area, 2,011 square yards. Edgestone set. Topeka roadway laid on
4 inch concrete base and artificial stone sidewalks constructed.
Engineering $219 90
Inspection 309 43
Engineering expense 1 00
Templets 29 04
Edgestone, 30 feet straight and 38 feet circular, 157 80
Teaming .... ... 250 15
Amount paid to Martino DeMatteo, under
contract:
Removing trees, bushes,
etc $100 00
684 cubic yards earth excava-
tion @ $1.75 . . . 1,197 00
8 cubic yards rock excava-
tion @ $1 ... 8 CO
Carried forward .... $1,305 00 $967 32
232
City Document No. 22.
$1,305 00
390 00
6 00
427 35
13 30
26 25
15 00
7,541 25
$967 32
Brought forward .
1 30 cubic yards filling furnished
@$3 .
6 cubic yards extra excava-
tion @ $1
1,221 linear feet straight edge
stone set @ 35c.
38 linear feet circular edge
stone set @ 35c.
75 linear feet existing edge
stone reset @ 35c. .
5 square yards existing gran-
ite block paving relaid
in edgings, concrete base,
sand bed and grout
joints, @ $3 .
2,011 square yards concrete base
and Topeka wearing sur-
face, furnished and laid,
@ $3.75 ....
29 square yards bituminous
wearing surface, furnished
and laid, on macadam
foundation, @ $2.15
8,119 square feet artificial stone
foundation furnished and
placed @ 10c. .
8,357 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 27c,
11 covers reset @ $3
2 courses of brickwork laid
@50c
Archdale road, from Washington street to South street. Length, 446 feet.
Area, 1,312 square yards. Grading, edgestone set and reset, Topeka
pavement laid on 4-inch concrete base and artificial stone sidewalks
constructed. Gravel sidewalks constructed and bituminous pavement
on macadam foundation laid at South street.
62 35
811 90
2,256 39
33 00
1 00
12,888 79
$13,856 11
Engineering
Inspection
Engineering expense
Edgestone, 821 feet straight, 12 small corners
and 148 feet circular
Amount paid to Martino DeMatteo, under
contract:
691 cubic yards earth excava-
tion (3; $1.60 . . $1,105 60
46 cubic vards extra excava-
tion @ $2 . . . 92 00
813 linear feet straight edge-
stone set @ 27c. . . 219 51
180 linear feet circular edge-
stone set @ 30c. . . 54 00
119 linear feet existing edge-
stone reset @ 30c. . . 35 70
$120 10
302 94
75
2,040 78
Carried forward
$1,506 81 $2,464 57
Public Works Department. 233
Brought forward . . $1,506 81 $2,464 57
1,684 square yards concrete base
and Topeka wearing sur-
face, furnished and laid,
@ $3.60 .... 6,062 40
268 square yards bituminous
wearing surface, furnished
and laid, on macadam
foundation, @ $2.10 . 562 80
5,712 square feet artificial stone
foundation furnished and
placed @ 10c. ... . 571 20
4,983 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 22c, 1,096 26
490 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 50c, 245 00
26 covers reset® $3. . . 78 00
9 courses of brickwork laid
@ 50c .... 4 50
155 square yards gravel side-
walks placed, shaped,
watered and rolled, @
50c 77 50
Extra work — Furnish
and place cinder found-
ation under edgestone on
northerly side of street:
37 cubic yards cinder founda-
tion furnished and placed
@ $2 .... 74 00
Extra work — Furnish
and place 2-inch plank
back of sidewalks on
north side as directed:
550 feet B. M. plank furnished
and placed @ $50, 27 50
10,305 97
$12,770 54
Ashland street, from Hyde Park avenue to Wilmot street. (Work not
started.)
Engineering $61 36
Babcock street, from Commonwealth avenue to Boston & Albany Railroad.
Length, 953 feet. Area, 4,141 square yards. Edgestone set, Topeka
pavement laid on 4-inch concrete base and artificial stone sidewalk
constructed. A wooden fence was built across the end of the street
at the railroad.
Engineering $109 18
Inspection
Engineering expense ....
Edgestone . ...
Blocks, recut granite, 177 feet straight
Teaming
Carried forward $512 60
199
40
3
60
164
42
28
80
7
20
234 City Document No. 22.
Brought forward $512 GO
Amount paid to Rowe Contracting Company,
under contract:
2,328 cubic yards earth excava-
tion @ $1.90 . . . $4,423 20
1,389 linear feet straight edge-
stone set @ 40c. . . 555 60
148 linear feet circular edge-
stone and corners set @
45c 66 60
460 cubic yards concrete base
furnished and laid @
$12 5,520 00
49 square yards granite block
pavement hauled and
laid in brows and dum-
my of car tracks, sand
bed and grout joints,
@ $2.25 .... 110 25
10 square yards granite block
pavement hauled and
laid in edgings, sand bed
and grout joints, @
$2.75 .... 27 50
4,082 square yards Topeka wear-
ing surface furnished
and laid @ $2.10 . . 8,572 20
14,082 square feet artificial stone
foundation furn i s h e d
and placed @ 2c. . . 281 64
12,977 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid, @
25c 3,244 25
1,105 square feet artificial stone
driveways, concrete base
and wearing surface,
furnished and laid, @
27c 298 35
2 covers reset @$3 . 6 00
Wood fence furnished,
built and painted . . 150 00
$23,255 59
Less amount paid in 1920, 16,610 15
6,645 44
$7,158 04
Balsam street, from Ashton street to Irma street. (Work not started.)
Engineering $97 27
Engineering expense 3 30
Advertising 1 97
$102 54
Beech street, from West Roxbury Parkway to Belgrade avenue. Length,
158 feet and extension 541 feet. Area, 700 square yards and exten-
sion 2,525 square yards. Grading, edgestone set and reset. Topeka
pavement laid on 6-inch concrete base and artificial stone sidewalks
constructed. (Unfinished work from 1920.)
Public Works Department. 235
Engineering $43 20
Inspection 103 55
Edgestone 186 62
Amount paid to Rowe Contracting Company,
under contract:
388 cubic yards earth excava-
vation © $1.90 . . $737 20
419 tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 1,257 00
410 linear feet straight edge-
set @ 30c 123 00
6 linear feet circular edge-
stones and corners set
@ 30c 1 80
31 linear feet existing edge-
stone reset @ 30c. . . 9 30
40 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1.25 . 50 00
722 square yards concrete base
and Topeka wearing sur-
face furnished and laid
@ $4.20 .... 3,032 40
2,503 square yards bituminous
wearing surface, fur-
nished and laid, on mac-
adam foundation, @
$2.30 .... 5,756 90
2,576 square feet artificial stone
foundation furnished and
laid @ 8c. . . . . 206 08
2,495 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 27c. 673 65
81 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid,® 30c. . 24 30
7 covers reset @ $3 . 21 00
17 courses of brickwork laid
@ 50c 8 50
Extra work — Remove
four stumps on Beech
street not shown on plan;
4 stumps removed . . . 225 00
$12,126 13
Less amount paid in 1920 . 2,961 65
$332 37
9,164 48
$9,497 85
Belgrade avenue, from Anawan avenue to Centre street. Length, 1,903
feet. Area, 9,642 square yards. Grading, edgestone set and reset.
Topeka pavement laid on 6-inch concrete base with 9-inch brows to
car tracks of new granite blocks on 6-inch concrete base, grout joints.
Artificial stone sidewalks laid from 100 feet east of Belgrade street
across Anawan avenue.
230 City Document No. 22.
Engineering $66 56
Inspection 130 39
Fence built 685 13
Edgestone, 213 feet straight and 2 small corners, 409 23
Blocks, recut 102 00
Teaming 220 00
Amount paid to Boston Elevated Railway Com-
pany:
2,300 square yards paving barred
out and blocks recut @ $1.41, $3,243 00
2,868 square yards concrete base
and paving laid @ $3.84 . . 11,013 12
Amount paid to Rowe Contracting Company,
under contract:
1,340 cubic yards earth excava-
tion® $1.90. . . $2,546 00
1,897 linear feet straight edge-
stone set @ 30c. . . 569 10
347 linear feet circular edge-
stone and corners set @
30c. . 104 10
45 linear feet existing edge-
stone reset @ 30c. . 13 50
195 square yards granite block
paving furnished and
laid in dummy and
brows of car tracks, con-
crete base, sand bed and
grout joints, @ $8.50 . 1,657 50
18 square yards existing gran-
ite block paving relaid
in driveways and edg-
ings, concrete base, sand
bed, grout joints, @ $4, 72 00
4,588 square yards concrete base
and Topeka wearing sur-
face, furnished and
laid, @ $4.20 . . 19,269 60
28 square yards bituminous
wearing surface, fur-
nished and laid, on ma-
cadam foundation, @
$2.30 .... 64 40
21,563 square feet artificial stone
foundation furnished
and placed © 8c. . 1,725 04
20,970 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid, @
27c 5,661 90
593 square feet artificial stone
driveways, concrete base
and wearing surface,
furnished and laid, @
30c 177 90
6 covers reset @ $3 . 18 00
18 courses of brick work laid
@ 50c 9 00
14,256 12
Carried forward .... $31,888 04 $15,869 43
Public Works Department. 237
Brought forward .... $31,888 04 $15,869 43
294 linear feet wood fence built
@ $2 . . . . 588 00
Extra work — Excavate
track area where direct-
ed in Belgrade avenue,
between Belgrade street
and Anawan avenue:
261 cubic vards excavation @
$2.50 .... 652 50
Extra work — Reset edge-
stone and relay gutters
where necessary, lay
brows to street car
tracks and lay Topeka
pavement on macadam
base, from 100 feet east
of Belgrade street across
Anawan avenue:
15 cubic yards earth excava-
tion @ $1.90 ... 28 50
7 tons crushed stone fur-
nished, placed, watered
and rolled @ $3 . . 21 00
10 linear feet circular edge-
stone set @ 30c. . . 3 00
412 linear feet existing edge-
stone reset @ 30c. . 123 60
378 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1.25, 472 50
100 square yards existing gran-
ite block paving relaid,
gravel base, grout joints,
@ $2 . . . . 200 00
2,426 square yards bituminous
wearing surface fur-
nished and laid on ma-
cadam foundation @
$2.30 .... 5,579 80
21 square feet artificial stone
foundation furnished
and placed @ 8c. . . 1 68
21 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 27c, 5 67
Extra work — Remove one
stump on Belgrade av-
enue, not shown on plan :
1 stump removed . . 75 00
Extra work — Haul recut
paving blocks to Centre
street from Belgrade
avenue:
16 hours' labor @ 65c. . . 10 40
Plus 15 per cent on $10.40, 1 56
i day, auto truck, @ $35 . 17 50
$39,668 75
Less amount paid in 1920, 25,803 62
13,865 13
29,734 56
238
City Document No. 22.
Boylslon street (northerly side), from Tremont street to Charles street.
Length, 728 linear feet. Area, 1,115 square yards. Edgestone reset,
roadway widened and wood block pavement laid. (Work done in
1920.)
Engineering
Advertising
Expert services
Edgestone, 143 feet, special, @ $2.30
Final payment to James Doherty for work done
in 1920, under contract
"1,855 12
$13 00
1 97
24 80
328 90
1,486 45
Brenton street, from Glen way street to Greenwood street. Length, 319
feet. Area, 923 square yards. Edgestone set, bitulithic roadway
laid and artificial stone sidewalks constructed.
Engineering
Inspection
Engineering expense
Advertising
Templets
Edgestone, 116 feet straight, 19 feet circular and
2 small corners
Expert services
Credit: Bricks, old sidewalk
Amount paid to Warren Brothers Company,
under contract:
Removing trees, bushes,
etc
288 cubic yards earth excava
tion @ $1.20 .
106 Linear feet straight edge-
stone set @ 22c.
25 linear feet circular edge
stone set @ 22c.
510 linear feet existing edge-
stone reset @ 22c. .
923 square yards concrete base
and bitulithic pavement
furnished and laid @
$3.09 . ..-..■
45 square yards bitulithic
pavement furnished and
laid on macadam founda-
tion @ $2.25
1,625 square feet artificial stone
foundation furnished and
placed @ 4c. .
3,431 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 24c. .
55 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ 35c. .
Carried forward .
$50 00
345 60
23 32
5 50
112 20
2,852 07
101 25
65 00
823 44
19 25
$105 37
49 85
1 95
4 00
22 36
284 50
7 42
$475 45
11 20
$464 25
$4,397 63 $464 25
Public Works Department.
239
Brought forward . . . $4,397 63
3 covers reset @ $3 9 00
4 cubic yards loam furnished
© $3.15 .... 12 60
Broadway, at southeast corner of Washington street.
Recut blocks
$464 25
4,419 23
$4,883 48
(Work done in 1920.)
$14 40
Canterbury street, at the intersection of Walk Hill street. (Unfinished
work from 1920.) Length, 279 feet. Area, 1,785 square yards. The
street was widened, edgestone set, gravel sidewalk built and the new
widened portion built with tar macadam, 6 inches deep.
Engineering .
Inspection
Labor, edgestone resetting
Labor, macadam surfacing
$53 96
2 00
45 12
454 81
Teaming
Steam roller .
615 40
279 00
Gravel, 192^ cubic yards
Lumber ....
286 58
60 07
Crushed stone, 463.75 tons
904 52
Tar binder, 18.71 tons .
513 41
Amount paid to Joseph Hal
7 trees
iorai
i for
rem
3vin{
T
490 00
Castleton street, from South Huntington avenue to Jamaica way.
unfinished.)
Engineering
Advertising
Edgestone, 21 feet straight and 44 feet circular,
Labor, setting edgestone
Labor, paving gutters
Labor, roadway excavating ....
Teaming
5,704 87
(Work
$64 90
2
06
156
05
16
56
9
06
31
12
10
00
$289 75
Centre street, from South street to Spring street. Length, 6,331 feet.
Area, 42,188 square yards. Grading, edgestone set and reset, Topeka
pavement laid on 6-inch concrete base with brows to car tracks of new
granite blocks on 6-inch concrete base with grout joints. Artificial
stone sidewalks constructed. The approach to Centre street beyond
Spring street was laid with second-hand block, gravel base, grout
joints. Approaches to Spring street laid with bituminous surface on
macadam base.
Engineering $1,948 22
Inspection 2,248 43
Engineering expense 56 10
Edgestone, 1,035 feet straight, 10 small and 1
large corner, 5 feet circular and 2 special
stones 1,979 02
Photographs 40 00
Templets 54 71
Building fence 1,115 77
Teaming 1,070 50
Plank walk 306 16
Carried forward
3,818 91
240 City Document No. 22.
Brought forward $8,818 91
Sundries 52 96
Amount paid to Boston Elevated Railway Com-
pany:
9,353 square yards paving barred
out and blocks recut @
$1.41 $13,187 73
8,281 square yards concrete base
and paving laid © $3.84, 31,799 04
Amount paid to Rowe Contracting Company,
under contract:
Removing trees, bushes etc. . $12,020 00
11,223 cubic yards earth exca-
vation® $1.90 . . 21,323 70
79 cubic yards rock excava-
tion @ $7 . 553 00
652 cubic yards extra excava-
tion® $2.50. . . 1,630 00
327 tons crushed stone fur-
nished, placed, wat-
ered and rolled, @ $3 . 98100
7,649 linear feet straight edge-
stone set @ 30c. . . 2,294 70
939 linear feet circular edge-
stone and corners set
@30c. .... 281 70
4,393 linear feet existing edge-
stone reset @ 30c. . 1,317 90
3,200 linear feet crashed stone
and concrete founda-
tion furnished and
placed @ 30c. . . 960 00
208 square yards existing
granite block paving
relaid, gravel joints, @
$1.25 . . . . 260 00
862 square yards granite
block paving furnished
and laid in dummy and
brows of car tracks,
concrete base, sand bed,
grout joints, @ $8.50 . 7,327 00
18 square yards existing
granite block paving
relaid in driveways and
edgings, concrete base
sand bed, grout joints,
@ $4 . . . . 72 00
225 square yards existing
granite block paving
relaid, gravel base,
grout joints, @ $2 . 450 00
35,967 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $4.20 . . 151,06140
32 square yards existing
brick sidewalks relaid
<& 70c 22 40
44,986 77
Carried forward .... $200,554 80 $53,858 64
Public Works Department. 241
Brought forward . . . . $200,554 80 $53,858 64
107,300 square feet artificial stone
foundation furnished
and placed @ 8c. . . 8,584 00
102,670 square feet artificial
stone sidewalks, con-
crete base and wearing
surface, furnished and
laid, @ 27c. . . . 27,720 90
3,843 square feet artificial
stone driveways, con-
crete base and wearing
surface, furnished and
laid, ©30c. . . . 1,152 90
109 covers reset® $3 . . 327 00
266 courses of brickwork
laid @ 50c. ... 133 00
6.85 cubic yards extra con-
crete base furnished
and laid® $15 . . 102 75
450 linear feet ground water
drain furnished and
laid @ $1 450 00
Constructing cap and
fence .... 850 00
Constructing wall and
fence .... 1,900 00
Extra work — Haul edge-
stone from South Yard
to Centre street :
1,596 linear feet edgestone
hauled @ 15c. . . 239 40
Extra work — Remove
reinforced concrete at
Billings Field garage:
22 hours' labor @ 65c. . 14 30
Plus 15 per cent on $14.30, 2 15
Extra work — Spread
filling from Hastings
street:
9 days' labor @ $5.20 . 46 80
Plus 15 per cent on $46.80, 7 02
Extra work — Remove
trees as follows :
One at No. 1162 Centre
street.
One at Elgin street.
One at Pinkham street.
One stump at Elgin
street.
One opposite Church
street.
Removing trees and
stumps .... 475 00
$247,300 32
Less amount paid in 1920, 76,595 88
170,704 44
$224,563 08
242 City Document No. 22.
Centre street, from Allandale street to South street. For details see under
streets charged to Reconstructing and Repairing Streets bv Contract.
(Unfinished work from 1920.)
Engineering $18 50
Teaming 199 00
Removing trees 375 00
Amount paid to Bermudez Company, under
contract 1,100 71
$1,693 21
Charles street, from Beacon street to Cambridge street. Length, 1,839
feet. Area, 8,960 square yards. Edgestone reset, wood block pave-
ment laid on 6-inch concrete base. The area between the car tracks
was paved with new granite block with asphalt joints on a 6-inch con-
crete base and artificial stone sidewalks constructed.
Engineering
Inspection
Engineering expense
Advertising
Edgestone, 510 feet straight, 128 feet circular,
Blocks, 50,700 large granite ....
Expert services
Credit: Bricks, old sidewalk ....
Removing wall and filling in ... .
Templets
Teaming
Amount paid to B. E. Grant, under contract:
370 square yards old con-
crete base removed @
$1 $370 00
494 cubic yards granite, brick
and concrete steps,
walls and foundation
excavated and removed
@ $2 988 00
485 linear feet straight edge-
stone set @ 20c. . . 97 00
130 linear feet circular edge-
stone set @ 20c. . . 26 00
2,886 linear feet existing edge-
stone reset @ 18c. . 519 48
32 square yards existing gran-
ite block pavement re-
laid, gravel joints, @ $1, 32 00
1,746 square yards granite
block pavement laid,
concrete base, sand bed
and asphalt joints, @
$2.75 .... 4,801 50
195 square yards existing gran-
ite block paving relaid,
gravel base and grout
joints, @ $2 . . . 390 00
$954 36
1,147
32
6
90
13
95
1,015
40
5,713
89
361
36
$9,213
18
321
20
$8,891
98
160 00
25
76
4
00
Carried forward . . . . $7,223 93 $9,08174
Public Works Department.
243
Brought forward ....
$7,223 98
$9,081 74
6,761 square yards wood block
pavement furni shed
and laid, concrete base,
etc., @ $4.45
30,086 45
27,274 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 16c,
4,379 84
8 covers reset @ $3
24 00
10 courses of brickwork laid
@50c
5 00
41,719 27
$50,801 01
Chelsea street, from Foss street to Adams street. Street widened and work
unfinished. Continued from 1919 and 1920; 753 feet edgestone reset,
30 square yards block paving relaid.
Engineering
Inspection
Labor, edgestone excavating
Labor, edgestone setting
Labor, roadway excavating
Labor, trimming wall .
Labor, building fence .
Labor, brick walks relaid
Labor, filling in sidewalks
Sand
Cement .
Edgestone
Lumber .
Nails
Teaming
$862 98
105 85
131 46
70 50
957 04
35 00
18 00
5 28
62 00
41 64
34 84
95 87
16 38
60
1,010 75
,448 19
Chesterton street, from Massachusetts avenue to Allerton street,
not started.)
Engineering $67 06
Engineering expense 90
Advertising 1 97
(Work
$69 93
Chestnut Hill avenue, from Commonwealth avenue to Beacon street:
Length, 795 feet. Area, 4,578 square yards. The street was
widened, edgestone set and reset, the old roadway was paved with
asphalt concrete on the old macadam and the new widened portion
on a 6-inch concrete base and artificial stone sidewalks constructed.
A rubble masonry wall was built along the westerly street line.
Engineering $1,015 34
Inspection 637 14
Engineering expense 39 80
Advertising 4 35
Expert services 7 43
Photographs 60 00
Edgestone, 1 ,355 feet straight, 189 feet circular, 3,073 07
Blocks 12 39
Flagging 304 40
Carried forward $5,153 92
244 City Document No. 22.
Brought forward $5,153 92
Amount paid to John J. Lane, under contract:
Removing trees, bushes,
etc $450 00
2,67] cubic yards earth excava-
tion @ $1 . . 2,67] 00
],488 cubic yards rock excava-
tion ®$3.75 . . • 5,580 00
6] cubic vards extra excava-
tiorT@Sl.50 . . • 91 50
J 19 tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 357 00
1 ,355 linear feet straight edge-
stone set @ 19c. . . 257 45
74 linear feet circular edge-
stone set @ 25c. . . 18 50
50 linear feet existing edge-
stone reset @ 20c. . 10 00
11 square yards existing
granite block paving re-
laid, sand bed, gravel
joints, @ 70c. . 7 70
539 square yards granite block
paving recut and relaid
in dummy and brows,
concrete base, sand bed,
grout joints. @ $3.80 . 2,048 20
5 square yards existing
granite block pavement
relaid in edgings, gravel
base, sand bed and
grout joints, @ $2 . 10 00
1,874 square yards concrete
base and asphalt con-
crete surface laver fur-
nished and laid @ $3. 10, 5,809 40
2,149 square yards asphalt con-
crete pavement surface
layer, furnished and laid,
on macadam founda-
tion, @ $1.80 . . 3,868 20
8,063 square feet artificial stone
foundation furnished
and placed @ 2c. . . 161 26
13,858 square feet artificial stone
sidewalks, concrete base
and wearing surface,
furnished and laid, @
17c. . . 2,355 86
173 square feet artificial stone
driveways, concrete
base and wearing sur-
face furnished and laid,
@ 40c 69 20
7 covers reset @ $3 . . 21 00
15 courses of brickwork laid
@> 50c 7 50
85 cubic yards loam hauled
and placed @ 50c. . 59 50
Constructing rubble wall, 5,500 00
Carried forward .... $29,353 27 $5,153 92
Public Works Department.
245
Brought forward ....
Extra work — Scrape out
the old joints of old wall
where directed, repoint
the same and dress off
the top to take a flag
coping to make the old
wall conform with the
new one:
Scraping out joints, etc.,
Extra work — Remove
four trees on account of
slope back of wall :
4 trees removed @ $25
Extra work — Haul sec-
ond-hand flagging from
Chestnut Hill avenue
paving yard to Chest-
nut Hill avenue:
332 hours' labor @ 50c.
Plus 15 per cent on $66,
44 hours' double team @
$1,124 ....
,353 27 $5,153 92
200 00
100 00
66 00
9 90
49 50
29,778 67
$34,932 59
Chilton road, from Weld street 411 feet northwesterly. Length, 411 linear
feet. Area, 1,227 square yards. Edgestone set, asphalt concrete
pavement laid and artificial stone sidewalks constructed.
Engineering .
Inspection
Engineering expense
Advertising
Templets
Edgestone, 744 feet straight, 58 feet circular
and 8 square corners
Amount paid to John T. Shea, Jr., under con-
tract:
599 cubic yard searth excava-
tion @ $1.25 . . . $748 75
5 J cubic yards rock excava-
tion @ $6 ... 33 00
28 cubic yards extra excava-
tion @ $1.50 ... 42 00
24 tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 72 00
733 linear feet straight edge-
stone set @ 24c. . . 175 92
84 linear feet circular edge-
stone reset @ 25c. . . 21 00
1 ,223 square yards concrete base,
asphalt binder, sheet as-
phalt surface layer, fur-
nished and laid, @ $2.50, 3,057 50
199 square yards asphalt
binder, sheet asphalt sur-
face layer, furnished and
laid, on macadam foun-
dation, @ $1.60
Carried forivard
318 40
1,468 57
$314 30
195 70
2 40
4 03
13 41
1,203 70
1,733 54
24G City Document No. 22.
$1,733 54
Brought forward ....
5,000 square feet artificial stone
foundation furnished and
$4,468 57
placed @ lc. .
6 covers reset @ $3
12 courses of brickwork laid
50 00
18 00
® 50c
6 00
$4,542 57
Less 5 per cent retained . 227 13
4,315 44
$6,048 98
Clarendon street, from Stuart street to bridge over Boston & Albany Rail-
road extended and bridge built over railroad tracks. Length, 438
feet. Area, 1,783 square yards. Edgestone set, granite block pave-
ment laid with grout joints on a 6-inch concrete base and artificial
stone sidewalks constructed.
Engineering $577 51
Inspection 413 25
Engineering expense 40 00
Advertising 3 40
Expert services J 76 21
Bricks 84 00
Edgestone, 675 feet straight, 69 feet circular . ] ,458 95
Amount paid to John McCourt Company,
under contract:
8,480 linear feet piles furnished
and driven @ 90c. . . $7,632 00
Other materials and work
not called for by Item 1,
contract price . . . 104,708 00
Extra work — Removal of
brick to permit building
foundation 150 00
Extra work — 972 square
yards concrete base @
$2.50 2,430 00
Extra work — Reinforced
concrete slab . . . 300 00
$115,220 00
Less amount paid in 1920 46,538 01
Amount paid Gore, Inc., under
contract :
384 cubic yards earth excava-
tion @ $1 ... $384 00
2,119 cubic yards filling fur-
nished and placed @
20c 423 80
20 cubic yards walls and foun-
dation excavated and re-
moved @ $2 . . . 40 00
673 linear feet straight edge-
stone set @ 23c. . . 154 79
70 linear feet circular edge-
stone set @ 23c. . . 16 10
] 67 linear feet existing edge-
stone reset @ 23c. . . 38 41
68,681 99
Carried forward .... $1,057 10 $71,435 31
Public Works Department. 247
Brought forward . . . $1,057 10 $71,435 31
5 cubic yards extra concrete
base furnished and laid
@$10 ... . 50 00
387 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints,
@65c. . . . . 251 55
1,707 square yards granite block
pavement furnished and
laid, concrete base, sand
bed and grout joints, @
$G.75 .... 11,522 25
76 square yards granite block
pavement hauled and
relaid, gravel base, sand
bed and grout joints,
@ $1.45 .... 110 20
8,722 square feet artificial stone
foundation furnished and
placed @ 6c. . . . 523 32
8,722 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 17c. . 1,482 74
6 covers reset @ $3 18 00
3 courses of brick work laid
@ 50c 1 50
Building wall and fence . 275 00
56 tons ledge stone furnished
@ $2.50 .... 140 00
99 linear feet wood fence built
@ $1 .... 99 00
Extra work — Remove
covering of sidewalk
areaways at intersection
of Clarendon street and
Stanhope street and fill
the same:
9 hours, foreman, @ $1 . . 9 00
178 hours' labor @ 50c. . . 89 00
Plus J 5 per cent on $98 . 1 4 70
15,643 36
$87,078 67
Colberg avenue, from Beech street to West Roxbury Parkway. (Work not
started.)
Engineering $121 26
Engineering expense 1 00
Advertising 1 97
$124 23
Crescent avenue, at southwest corner of Sydney street. Widened and con-
structed. Edgestone set, gutters paved and roadway resurfaced
with asphalt binder on a 6-inch crushed stone foundation. Sand and
asphalt bills not received.
Labor, edgestone excavating .... $119 00
Labor, edgestone resetting 63 22
Labor, brick walk relaid 7 00
Carried forward $189 22
248
City Document No. 22.
Brought forward
Labor, crushed stone sidewalk filled
Labor, gutter excavating
Labor, gutter repaying
Labor, macadam excavating
Labor, macadam spreading
Sand
Cement .
Bricks
Lumber .
Crushed stone, 344 tons
Edgestone
Steam roller, rolling
Steam roller, picking
Teaming
$189 22
141 12
187 33
284 68
176 11
346 78
35 53
90
6 00
2 42
633 86
50 92
121 50
9 00
291 00
,456 37
Cummington street, from Commonwealth avenue to Boston & Albany
Railroad.. Length, 268 feet. Area, 1,056 square yards. Edgestone
set, Topeka pavement laid on a 6-inch concrete base and artificial stone
sidewalks constructed. A wooden fence was built across the end of
the street at the railroad.
Engineering
$140 77
Inspection
209 62
Engineering expense
8 80
Edgestone
28 50
Blocks
12 00
Asphalt repairs
182 52
Amount paid to Rowe Contracting
Company,
under contract:
273 cubic yards earth excava-
tion @ $1.90 .
$518 70
169 linear feet straight edge-
stone set @ 40c.
67 60
22 linear feet circular edge-
stone set @ 45c.
9 90
219 linear feet existing edge-
stone reset @ 40c. .
87 60
175 cubic yards concrete base
furnished and laid @ $12,
2,100 00
6 square yards existing gran-
ite block paving relaid,
gravel joints, @, $1.50 .
9 00
27 square yards granite block
paving hauled and laid
in edgings, sand bed and
grout joints, @, $2.75
74 25
1,023 square yards Topeka wear-
ing surface furnished and
laid @ $2.10 .
2,148 30
2,323 square feet artificial stone
foundation furnished and
placed @ 2c .
46 46
2,248 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 25c. .
562 00
75 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
Carried forward
$5,623 81
$582 '21
Public Works Department. 249
Brought forward
nished and laid, @ 27c,
Wood fence furnished, built
and painted
$5,623 81
20 25
$582 21
140 00
5,784 06
$6,366 27
Cushman road, from Dustin street, to Glencoe street. Length, 945 linear
feet. Area, 2,910 square yards. Sub-graded, edgestone set, sheet
asphalt pavement laid on 4-inch concrete base and artificial stone
sidewalks constructed:
Engineering $128 83
Inspection 178 95
Engineering expense 1 30
Edgestone, 466 feet straight .... 880 27
Amount paid to John J. Lane, under contract:
1,670 cubic yards earth excava-
tion @ $2.25 . . . $3,757 50
4 cubic yards rock excava-
tion @ $12 . 48 00
1,709 linear feet straight edge-
stone set @ 30c. . . 512 70
112 Un ear feet circular edge-
stone set @ 35c. . . 39 20
17 square yards existing gran-
ite block paving relaid,
gravel joints @ $1.25 . 21 25
13 square yards existing gran-
ite block paving relaid,
concrete base, sand bed
and grout joints, @
$4.50 .... 58 50
2,838 square yards concrete
base, bituminous con-
crete binder and asphalt
wearing surface, fur-
nished and laid, @ $4. 1 7, 11 ,834 46
42 square yards bituminous
wearing surface fur-
nished and laid @ $2.75, 115 50
11,313 square feet artificial stone
foundation furnished
and placed @ 8c. . . 905 04
10,474 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, © 28c, 2,932 72
307 square feet artificial stone
drive-ways, concrete
base and wearing sur-
face, furnished and laid,
@ 35c 107 45
16 covers reset® $3 . . 48 00
Extra work — Con-
struct entrance not
shown on plan :
17 hours stonecutter, @
$1.12* .... 19 13
6 hours, edgestone setter, @
S1.12* .... 6 75
Carried forward .... $20,406 20 $1,189 35
250 City Document No. 22.
$1,189 35
Brought forward
] 2 hours' labor @ 8H •
Plus 15 per cent on $35.63,
3 hours, double team, @
$1.50 ....
$20,406 20
9 75
5 34
4 50
Less amount paid in 1920,
$20,425 79
12,066 93
8,358 86
D street, from Claflin street to Fargo street. (Work not started.
Engineering $149 58
Engineering expense 3 25
Advertising 1 97
),548 21
$154 80
East Fourth street, at northeast corner of K street. (Work done in 1920.)
Sand $7 33
Cement 70 20
Blocks 188 00
$265 53
Easton street, from North Harvard street to Mansfield street. Length,
974 linear feet. Area, 2,924 square yards. Edgestone set, sheet
asphalt pavement laid and artificial stone sidewalks constructed.
(Work done in 1920.)
Engineering expense $0 30
Final payment made to John J. Lane for work
done in 1920 under contract .... 3,220 93
$3,221 23
Elder street, from Columbia road to Humphreys street. Length, 847
linear feet. Area, 2,484 square yards. Edgestone set, topeka pave-
ment laid and artificial stone sidewalks constructed. (Work done in
1919 and 1920.)
Edgestone, 109 feet straight .... $232 72
Final payment to Central Construction Com-
pany, for work done in 1920, under contract, 2,333 65
2,566 37
Eliot street, from Warrenton street to Broadway. (Work not started.)
Advertising $1 97
Elmhurst street, from Norfolk street to Southern avenue. (Work not
started.)
Engineering " $75 19
Engineering expense 1 30
Advertising 1 97
78 46
Falkland terrace, from Hobart street to Brooksdale road. (Work done in
1920.)
Engineering $0 30
Fargo street, from B street to C street. Length, 533 linear feet. Area,
1,660 square yards. Sub-grading, edgestone reset, roadway repaved
with recut granite blocks on a 6-inch concrete base, grout joints.
Public Works Department. 251
Engineering $214 03
Inspection 301 68
Engineering expense 11 15
Labor, handling stock 5 00
Labor, stonecutter 10 00
Edgestone, 72 feet, 7 inches circular . . . 193 07
Bricks, 21,200 sidewalk 818 00
Teaming 12 00
Amount paid to B. E. Grant Company, under
contract:
37 linear feet circular edge-
stone and corners set @
50c $18 50
875 linear feet existing edge-
stone reset @ 30c. . . 262 50
365 cubic yards concrete base
furnished and laid @ $12, 4,380 00
454 square yards existing gran-
ite block paving relaid,
gravel joints, @ $1 . . 454 00
55 square yards granite block
paving recut, hauled and
laid, sand bed and grout
joints, @$2.60. . . 143 00
2,102 square yards existing gran-
ite block paving recut
and relaid, sand bed and
grout joints, @ $2.35 . 4,939 70
213 square yards existing gran-
ite block paving relaid,
on existing concrete base,
sand bed and grout joints,
@ $2.50 ... . 532 50
930 square yards existing gran-
ite block paving relaid,
gravel base, sand bed and
grout joints, @ $2.50 . 2,325 00
438 square yards brick side-
walks hauled and laid @
75c 328 50
36 square yards existing brick
sidewalks relaid @ 75c. . 27 00
9 covers reset @ $3 . . . 27 00
1 Bradley-head catch-basin
reset @ $5 . 5 00
9 courses of brickwork laid
@ 50c 4 50
13,447 20
$15,012 13
Farquhar street, from Selwyn street to Centre street. Length, 938 linear
feet. Area, 2,710 square yards. Edgestone set, Topeka pavement
laid and artificial stone sidewalks constructed. (Work done in 1920.)
Engineering . $12 00
Amount paid to Martino DeMatteo for work
done in 1920, under contract .... 2,627 25
$2,639 25
Credit: Edgestone 18 11
$2,621 14
Freeport street, from Pope's Hill street, southerly. (Work not started.)
Advertising $1 97
252
City Document No. 22.
Glenville avenue, from Greylock road to Allston street. Length, 1,009
linear feet. Area, 3,095 square yards. Edgestone set and reset, sheet
asphalt pavement laid and artificial stone sidewalks constructed.
(Work done in 1920.)
Engineering expense $0 30
Final payment to John J. Lane, for work done
in 1920, under contract 2,947 79
— $2,948 09
Grosvenor place, from Cliff street southwesterly, southeasterly and south-
westerly. Length, 281 linear feet. Area, 3S0 square yards. Edge-
stone set, granite block pavement laid, retaining wall and fence con-
structed and artificial stone sidewalks constructed. (Work done in
1920.)
Engineering $3 00
Engineering expense 60
Final payment to Joseph A. Singarella, for work
done in 1920, under contract .... 853 94
— $857 54
Halifax street, from South Huntington avenue to Pond View avenue'
Length, 970 linear feet. Area, 2,883 square yards. Edgestone set
asphalt concrete roadway laid on 4-inch concrete base and artificial
stone sidewalks constructed.
Engineering
Inspection
Engineering expense
Advertising
Expert services
Templets
Edgestone, 1,060 feet straight, 48 feet circular
and 2 small corners
Amount paid to M. DeMatteo, under contract:
Removing trees, bushes, etc. $10 00
982 cubic yards earth excava-
tion @ $1 . . . . 982 00
20 cubic yards extra excava-
tion @ $1 .
1,057 linear feet straight edge-
stone set @ 25c. .
95 linear feet circular edgestone
set @ 25c.
5 linear feet existing edge-
stone reset @ 25c .
7 square yards existing gran-
ite block pavement relaid,
concrete base, sand bed
and grout joints, @ $2.75,
2,883 square yards concrete base
and asphalt concrete sur-
face laver furnished and
laid @ $2.95 .
2 square yards asphalt con-
crete pavement surface
layer furnished and laid,
on macadam foundation,
@ $2 ....
Carried forward ....
20 00
264 25
23 75
1 25
19 25
8,504 85
4 00
$240 71
218 57
1 25
3 50
7 42
31 54
2,146 30
$9,829 35 $2,649 29
Public Works Department. 2b'S
Brought forward . . . $9,829 35 $2,649 29
5,048 square feet artificial stone
foundation furnished and
placed @ 10c . 504 80
6,794 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 20c, 1,358 80
64 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @ $1 . 64 00
10 covers reset, @ $3 . . 30 00
2 courses of brick work laid
® 50c. .... 1 00
Extra work — Omit the con-
struction of artificial stone
sidewalks for tree pits and
substitute frame openings
in the artificial stone side-
walks for tree pits, where
directed :
22 tree pits framed @ $1 . 22 00
11,809 95
$14,459 24
Hamlin street, from East Eighth street to Columbia road. (Work done in
1920.)
Engineering expense $0 30
Harvard street, from Fabyan street to beyond Brookview street. (Work
done in 1919 and 1920.)
Payment to Rowe Contracting Company, for work done,
under contract in 1920 $371 15
Hastings street, from Centre street to Corey street. (Work not started.)
Engineering $86 23
Engineering expense 1 00
Advertising 9 66
$96 89
Hyde Park avenue, from Metropolitan avenue to River street. Length,
5,454 linear feet. Area, 30,548 square yards. Edgestone set and
reset, recut granite blocks laid on 6-inch concrete base in car tracks,
grout joints, Topeka pavement laid on 6-inch concrete base. (Un-
finished work from 1920.)
Engineering
Inspection
Engineering expense
Recutting blocks .
Edgestone. 100 feet straight
Blocks, 6,000 recut granite .
Teaming ....
Amount paid to Martino DeMatteo, under
contract :
Removing trees, bushes,
etc $2,500 00
10,363 cubic yards earth excava-
tion @$1.25 . . . 12,953 75
$210 72
59,8 18
46 85
33 60
120 29
360 00
113 41
Carried forward .... $15,453 75 $1,483 05
254 City Document No. 22.
Brought forward . . . $15,453 75 $1,483 05
236 cubic yards rock excava-
tion @ $4 944 00
4 tons crushed stone fur-
nished, placed, watered
and rolled, @ $3 . . 12 00
298 linear feet corners hauled
and set @ 35c. . . 104 30
851 linear feet circular edge-
stone set @ 25c. . . 212 75
3,253 linear feet existing edge-
stone reset @ 25c. . 813 25
853 square yards granite block
paving recut, hauled
and laid, concrete base,
sand bed, grout joints
(unfinished), @ $3.27 . 2,789 31
40 square yards existing
granite block paving
relaid, in driveways and
edgings, concrete base,
sand bed and grout
joints, @$2.75 . . 110 00
25,938 square yards concrete
base and Topeka wear-
ing surface furnished
and laid @ $2.95 . . 76,517 10
698 square yards bituminous
wearing surface furnish-
ed and laid, on macadam
foundation, @ $1.90 . 1,326 20
93,492 square feet artificial stone
foundation furnished
and placed @ 2c. . . 1,869 84
85,540 square feet artificial stone
sidewalks, concrete base
and wearing surf ace fur-
nished and laid, @ 20c, 17,108 00
7,952 square feet artificial stone
driveways, concrete
base and wearing sur-
face, furnished and laid,
@ 30c 2,385 60
128 covers reset @ $3 . 384 00
2 Bradley head catch-basins
reset @ $5 10 00
145 courses of brickwork laid
© 50c 72 50
Extra work- — Omit the
hauling of straight
edgestone from the
South End Yard,
Albany street. A de-
duction of nine (9)
cents per linear foot
is to be made from
the price bid for haul-
ing and setting
straight edgestone:
5,917 linear feet straight edge-
stone set, but not
hauled, @ 26 . . 1,538 42
Carried forward .... $121,651 02 $1,483 05
Public Works Department. 255
Brought forward . $121,(551 02 $1,483 05
Extra work — R emove
two (2) trees and one
(1) stump and trim
one (1) tree:
Removing two trees,
etc 330 00
Extra work — Remove
edgestone already set
and reset same in new
location on east side,
south of Arlington
street :
5 hours, foreman, @ 94c. . 4 70
12 hours, edgestone setter, @
$1.13 .... 13 56
83£ hours' labor @ 70c. . . 58 45
Plus 15 per cent on
$76.71 ... 11 51
5i hours, auto truck, @ $4.38, 24 09
5 5 hours, double team, @
$1.25 .... 6 88
Extra work — Con-
struct additional
driveways a s directed
and reset edgestone
due to settlement :
7 days, edgestone setter,
$9 ....
63
00
23| days' labor © $5.60 .
129
50
Plus 15 per cent on
$192.50
28
88
2 days, double team, @ $10,
20
00
4 bags cement @ $1.50
6
00
Extra work — Grade
approaches a s di-
rected :
\ day, foreman, @ $7.50
1
88
4£ days, foreman, @ $6.67 .
28 35
15| days' labor @ $5.60 .
87
50
41 f days' labor @ $3.20 .
133
60
Plus 15 per cent on
$251.33
37
70
] ! days, double team, @ $10,
12
50
5f days, double team. @ $8,
46
00
5 day, steam roller, @ $18
9
00
3 day, auto truck, @ $35 .
17
50
Extra work — Place
extra framing and
construct arti-
ficial stone blocks in
eighty-four (84) open-
ings left by removal of
trolly and corporation
poles :
Constructing artificial
stone blocks, etc.
312
00
Carned forward .... $123,033 62 $1,483 05
256 City Document No. 22.
Brought forward . . . $123,033 62 $1,483 05
Less amount
paid in
1919 and
1920 . $62,163 13
Less amount
retained . 7,080 71
69,243 84
53,789 78
Amount paid to John McCourt Company,
under contract:
3,474 square yards existing
granite block paving
recut and relaid (in
car tracks), concrete
base, sand bed and
grout joints, @ $4.48 $15,563 52
2,317 square yards granite
blocks r e c u t (at
Massac hus e 1 1 s
avenue lot) hauled
and laid in car tracks,
concrete base, sand
bed, grout joints,
@ $4.73 . . . 10,959 41
Extra work — Reset
manhole covers as
directed :
5 covers reset @ $3 . 15 00
8 courses of brickwork laid
@ 50c. ... 4 00
Extra work — Replace
concrete base re-
moved by Eastern
Massachusetts Street
Railway Company:
18f square yards concrete base
furnished and laid @
$2.50 .... 46 67
$26,588 60
Less amount paid in
1920 .... 22,544 49
Amount paid to Gore, Inc., 2,214 cubic yards
excavation @ $2 4,428 00
4,044 11
$63,744 94
Imrie road, from Cambridge street to Allston street. Length, 620 linear
feet. Area, 1,276 square yards. Subgraded, edgestone set, asphalt
concrete pavement laid on 4-inch concrete base and artificial stone
sidewalks constructed.
Engineering $230 93
Inspection 162 31
Engineering expense 2 30
Advertising 3 20
Templets 30 12
Edgestone, 893 feet straight, 26 feet straight,
6 specials and 11 small corners . . . 1,939 45
Carried forward $2,368 31
Public Works Department. 257
Brought forward $2,368 31
Expert services 7 42
Amount paid to Charles M. Callahan, under
contract :
654 cubic yards earth excava-
tion @ 75c. . . . $490 50
2^ cubic yards rock excava-
tion @ $3 ... 7 50
3 cubic yards excavation be-
low subgrade @ $1 . 3 00
960 linear feet straight edge-
stone set @ 20c. . . 192 00
98 linear feet circular edge-
stone and corners set @
21c 20 58
25 linear feet existing edge-
stone reset @ 20c . . 5 00
510 linear feet crushed stone
and concrete foundation
furnished and placed @
25c. . ... . 127 50
6 square yards existing gran-
ite block paving relaid,
concrete base, sand bed
and grout joints, @
$2.50 .... 15 00
1,266 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @ $3 ... 3,798 00
4 square yards asphalt con-
crete pavement furnished
and laid on macadam
foundation @ $2 . 8 00
4,960 square feet artificial stone
foundation furnished and
placed @ 4c. . . . 198 40
4,700 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, (5) 21c. . 987 00
260 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid, @ 24c. . 62 40
8 covers reset @ $3 . . 24 00
Extra work — Furnish
stonecutter to cut
straight edgestone to set
on curve and haul sur-
plus new straight edge-
stone to Brighton Paving
Yard:
12 hours' labor @ 40c. .
Plus 15 per cent on $4.80
4 hours, double team, @ $1
5,948 40
?,324 13
Kenton road, from Washington street, 844 feet easterly. (Work done in
1919.)
Final payment to Rowe Contracting Company for work done
in 1919, under contract $464 83
4 80
72
4 00
5,948 40
258
City Document No. 22.
Kilmarnock street, from Boylston street to Queensberry street. (Work
not started.)
Engineering $27 22
Engineering expense 1 00
$28 22
Lawnioood place, from Main street northeasterly. (Work not started.)
Engineering $77 27
Engineering expense 1 75
Advertising 1 97
$80 99
Liberty square, from Oliver street to Batterymarch street,
started.)
Advertising
(Work not
$1 97
Marie street, from Mt. Ida road to Percival street.
Engineering
Engineering expense
Advertising
(Work not started.)
$69 47
2 30
1 97
$73 74
Melton road, from W^allingford road to Colonial road. Length, 455 linear
feet. Area, 2,143 square yards. Subgraded, edgestone set, asphalt
concrete pavement laid on 4-inch concrete base and artificial stone
sidewalks constructed, and the loam spaces graded and seeded.
Engineering
$505 06
Inspection
241 57
Engineering expense
17 25
Advertising
3 20
Templets
23 56
Expert services ....
7 42
Edgestone, 584 feet straight, 211 fee
it circular
and 10 small corners
1,745 37
Amount paid to Charles M. Callah
an, under
contract :
Removing trees, bushes,
etc
$10 00
S66 cubic yards earth excava-
tion @ 75c.
649 50
4^ cubic yards rock excava-
tion @ $3 ...
13 50
133 cubic vards extra excava-
tion below subgrade @
47 § tons crushed stone fur-
nished, placed, watered
and rolled @ $2.50
539 linear feet straight edge-
stone set @ 20c.
245 linear feet circular edge-
stone set @ 21c.
] 58 linear feet existing edge-
stone reset @ 20c. .
361 linear feet crushed stone
and concrete foundation
furnished and placed @
25c
Carried forward ....
133 00
118 75
107 80
51 45
31 60
90 25
$1,205 85 $2,543 43
Public Works Department. 259
Brought forward . $1,205 85 $2,543 43
7 square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout joints, @ $3 . 21 00
] ,905 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @ $3 ... 5,715 00
231 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2 . . . . 462 00
3,656 square feet artificial stone
foundation furnished and
placed @ 4c. . . . 146 24
3,027 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 21 c. . 635 67
629 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 24c. . 1 50 96
8 covers reset @ , $3 . . 24 00
4 courses of brickwork laid
@ 50c 2 00
368 square yards loam space
graded and seeded @ 25c. 92 00
Extra work — Ram, bar
and puddle trenches
where directed:
J 4 hours, foreman, @ 87|c. . 12 25
100 hours' labor @ 40c. . 40 00
Plus 15 per cent on $52.25, 7 84
Extra work — Furn i s h
stonecutter to cut
straight edgestone to set
on curve and haul sur-
plus new straight edge-
stone to Brighton Pav-
ing Yard:
28 hours, stonecutter, © $1 . 28 00
24 hours' labor @ 40c. . . 9 60
Plus 15 per cent on $37.60, 5 64
8,558 05
$11,101 48
Metealf street, from Dudley avenue to Penfield street. (Work not started.)
Engineering $108 47
Engineering expense 1 80
Advertising 1 97
$112 24
Mt. Ida road, from Robinson street to 234 feet south of Marie street.
(Work done in 1919.)
Engineering $3 00
Engineering expense 60
3 60
260
City Document No. 22.
Morton street, from Forest Hills avenue easterly for 1,200 feet,
not started.)
Engineering $594 69
Engineering expense 10
Advertising 7 78
(Work
$602 57
McCraw street, from Belgrade avenue to West Roxbury Branch Railroad.
Length, 131 linear feet. Area, 380 square yards. Edgestone set,
Topeka pavement laid and artificial stone sidewalks constructed
(Work done in 1920.)
Edgestone, 110 feet straight . . . . $187 00
Final payment to Martino DeMatteo for work
done in 1920, under contract .... 288 39
$475 39
Oriole street, from Bellevue street to Emmons road. Length, 426 linear
feet. Area, 1,237 square yards. Edgestone set, asphalt concrete
pavement laid on 4-inch concrete base and artificial stone sidewalks
constructed.
Engineering .
Inspection
Engineering expense
Advertising
Expert services
Edgestone, 841 feet straight, 38 feet circular
and 4 small corners
Amount paid to M. DeMatteo, under contract:
Removing trees, bushes,
etc. . . . . $5 00
438 cubic yards earth excava-
rion @ $1 ... 438 00
3 cubic yards rock excavation
$130 42
69
02
2
40
3
50
7
42
1,722
39
11 cubic yards extra excava-
tion @ $1
833 linear feet straight edge-
stone set @ 25c.
51 linear feet circular edge-
stone set @ 25c.
6 square yards granite block
pavement hauled and
laid, concrete base, sand
bed and grout joints,
@$3 ....
1,237 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @ $2.95 .
54 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2 ....
3,637 square feet artificial stone
foundation furnished and
placed @ 10c. .
3,514 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid, @ 20c. .
Carried forward ....
15 00
11 00
208 25
12 75
18 00
3,649 15
108 00
363 70
702 80
,531 65 $1,935 15
Public Works Department.
2bl
Brought forward ....
123 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid, @ $1
5 covers reset @ $3
4 courses of brickwork laid
@50c
Extra work — Remove
cinders already placed
and omit the construc-
tion of artificial stone
sidewalks and substitute
loam space where di-
rected :
158 square yards loam fur-
nished and placed @ 90c.
16 hours' labor @ 40c.
4 hours, foreman, @ 75c.
Plus 15 per cent on $9.40,
4 hours, double team, @ $1,
,531 65 $1,935 15
123 00
15 00
2 00
142
20
6
40
3
00
1
41
4
00
5,828 66
$7,763 81
Parkwood terrace, from Parkton road to Jamaicaway. (Work not
started.)
Engineering $136 80
Engineering expense 2 00
Advertising 4 03
Edgestone, 50 feet circular 132 11
274 94
$279 25
203 23
1 80
6 75
7 43
38 22
circu-
3,496 71
72 00
P< rdiac street, from Tremont street to Hillside street. Length, 936 linear
feet. Area, 2,782 square yards. Graded, edgestone set, asphalt
concrete pavement laid on 4-inch concrete base and artificial stone
sidewalks constructed.
Engineering
Inspection
Engineering expense
Advertising
Expert services ....
Templets
Edgestone, 1,751 feet straight,
lar and 8 small corners
Blocks
Amount paid to John McCourt
under contract:
Removing trees, bushes,
etc
611 cubic yards earth exca-
vation @ $1.25 .
144 cubic yadrs rock excava-
vation @ $5 .
1,743 linear feet straight edge-
stone set @ 25c. .
66 linear feet circular edge-
stone set @ 35c. .
52 linear feet existing edge-
stone reset @ 35c.
Carried forward
40
Company,
$5 00
763 75
720 00
435 75
23 10
18 20
L,965 80 $4,105 39
262
City Document No. 22.
Brought forward ....
33 square yards granite block
paving hauled and laid,
concrete base, sand bed
and grout joints, @
$3.50 ....
3 square yards existing gran-
ite block paving relaid
in driveways and edg-
ings, concrete base sand
bed and grout joints,
@ $3.50 ....
2,743 square yards concrete
base and asphalt con-
crete surface layer fur-
nished and laid @ $3.10,
3 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2.60 . . . .
41 square yards existing brick
sidewalks relaid @ 50c,
$1,965 80 $4,105 39
115 50
10 50
8,503 30
7 80
20 50
10,327 square feet artificial stone
foundation furnished
and placed @ 4c. .
413 08
10,327 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 21c .
2,168 67
9 covers reset @ $3 .
27 00
Extra work — Lower three
(3) areaways to grade at
the easterly corner of
Pontiac and Tremont
streets, building num-
bered 1542 Tremont
street.
12 hours, mason @ $1 .
12 00
12 hours, tender @ 75c.
9 00
Plus 15 per cent on $21 .
3 15
4 bags cement @ 80c. .
3 20
300 brick @ $30 per M .
9 00
1 cubic yard sand @ $2
2 00
i ^ °7n ^n
10,i/U ou
17,375 89
Pond View avenue, from Perkins street to Moraine street. (Work not
started.)
Engineering $89 44
Engineering expense 1 80
Advertising 1 97
$93 21
Public Alley No. 710, from East Brookline street to East Newton street.
Length, 372 linear feet. Area, 553 square yards. Edgestone set,
granite block pavement laid, artificial stone sidewalks and concrete,
retaining wall constructed. (Work done in 1920.)
Recut blocks $210 44
Carried forward
$210 44
Public Works Department.
263
Brought forward $210 44
Sand 66 00
Final payment made to John Landis for work
done in 1920 , under contract .... 707 11
$983 55
Public Alley No. 818, from St. Stephen street about 690 feet westerly.
Length, 693 linear feet. Area, 616 square yards. Edgestone set,
granite block pavement laid, artificial stone sidewalks and concrete
retaining walls constructed. (Work done in 1920.)
Recut blocks $256 56
Teaming .... .... 256 78
Final payment made to John Landis for work
done in 1920, under contract .... 1,093 74
$1,607 08
Public Alley No. 909, from Massachusetts avenue to Hemenway street.
Length, 379 linear feet. Area, 414 square yards. Edgestone set, granite
block pavement laid on 6-inch concrete base, artificial stone sidewalks
construted and concrete wall constructed.
Engineering
$319 40
Inspection
364 33
Engineering expense ....
15 70
Blocks, 18,100 recut granite
1,086 00
Bricks
7 50
Edgestone, 343 feet 5 inches straight,
2 special
728 84
Amount paid to DeStefano Brothers, under con-
tract :
Removing trees, bushes, etc.,
$10 00
165 cubic yards earth excavation
@ $2.50 ....
412 50
328 linear feet straight edgestone
set @ 50c
164 00
16 linear feet straight edgestone
set in mortar @ 70c. .
11 20
13 linear feet circular edgestone
set @ $1 .
13 00
53 linear feet existing edgestone
reset @ 75c.
39 75
391 linear feet concrete backing
for edgestone furnished and
placed @ 40c. . . .
156 40
9 square yards existing granite
block paving relaid, gravel
joints, @ $1.50 .
13 50
414 square yards granite block
paving hauled and laid,
concrete base, sand bed and
grout joints, @ $4.40
1,821 60
10 square yards brick sidewalks
hauled and laid @ $1 .
10 00
39 square yards existing brick
sidewalks relaid at 75c.
29 25
132 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 40c. .
52 80
3 covers reset @ $3 .
9 00
Carried forward
$2,743 00 $2,521 77
264 City Document No. 22.
Brought forward . . . $2,743 00 $2,521 77
42 jo cubic yards concrete wall
constructed (© $17 . . 724 20
Extra work — Omit the set-
ting of edgestone in mortar
and concrete backing for
same and substitute the
furnishing and building of
concrete wall to finished
edgestone grade where
directed . . . . 588 00
4,055 20
$6,576 97
Ruxton road, from Ridge road to Rugby road. (Work not started.)
Engineering $54 00
Engineering expense 1 00
Advertising 1 97
$56 97
South street, from Centre street about 270 feet easterly. Length, 309 linear
feet. Area, 1,164 square yards. Edgestone reset, filling, sheet
asphalt pavement laid and artificial stone sidewalks constructed.
Engineering
$47 09
Inspection
53 68
Engineering expense
10 75
Amount paid to the Bermudez Company, under
contract :
Removing trees, bushes,
etc
$1,500 00
1,613 cubic yards gravel filling
furnished @ $2.50 .
4,032 50
310 tons crushed' stone fur-
nished, placed, watered
and rolled, @ $4
1,240 00
6 linear feet straight edge-
stone set @ 45c.
2 70
616 linear feet existing edge-
stone reset @ 40c. .
246 40
25 square yards existing gran-
ite bloc k paving relaid,
gravel joints, @ $1.50
37 50
1,164 square yards bituminous
concrete binder and as-
phalt wearing surface, fur-
nished and laid, on mac-
adam foundation, @
$2.89 ....
3,363 96
4,613 square feet artificial stone
foundation furnished
and piaced @ 12c.
553 56
4,613 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 35c. .
1,614 55
263.6 linear feet wood fence built
@ $2.25 ....
593 10
$13,184 27
Less amount paid in 1 920 .
7,674 63
5,509 64
Done in connection with Centre street,
$5,621
16
Public Works Department. 265
Stanhope street, from Morgan street to Trinity place. Length, 654 linear
feet. Area, 2,005 square yards. Edgestone reset, granite block
pavement laid on 6-inch concrete base, grout joints, near Morgan
street, the roadway was paved with second-hand granite blocks,
grout joints on gravel base. Artificial stone sidewalks constructed.
Engineering $267 93
Inspection
Engineering expense
Advertising .
Expert services
Edgestone, 41 feet straight, 8 feet, 9 inches
circular 100 92
275 25
3 35
3 40
7 43
$658 28
Credit: Bricks, old sidewalk .... 41 30
$616 98
Amount paid to Gore, Inc., under contract:
416 cubic yards earth excava-
tion @ $1 . . . . $416 00
1,153 cubic yards filling furnished
and placed @ 20c. . . 230 60
37 linear feet straight edge-
stone set @ 23c. . . 8 51
10 linear feet circular edge-
stone set @ 23c. . 2 30
854 linear feet existing edge-
stone reset @ 23c. . . 196 42
350 linear feet edgestone
hauled, stored and reset
@20c 70 00
176 square yards existing gran-
ite block paving relaid,
sand bed, gravel joints, @,
65c. ... 114 40
1,196 square yards granite block
paving furnished and laid,
concrete base, sand bed
and grout joints, @ $6.75, 8,073 00
767 square yards granite block
paving hauled and laid,
gravel base, sand bed and
grout joints, @ $1.45 1,112 15
42 square yards brick block
pavement hauled and laid,
sand bed, grout joints, @
$1.15 . .... 48 30
133 square yards, existing brick
sidewalks relaid @ 40c. . 53 20
4,219 square feet artificial stone
foundation furnished and
placed® 6c. . . . 253 14
4,173 square feet artificial stone
sidewalks, concrete base
and wearing surface, fur-
nished and laid, @ 17c. . 709 41
46 square feet artificial stone
driveways, concrete base
and wearing surface, fur-
nished and laid, @, 19c. . 8 74
Carried forward .... $11,296 17 $616 98
266 City Document No. 22.
Brought forward . . . $11,296 17 $616 98
14 covers reset® $3. . . 42 00
2 Bradley head catch-basins
reset® $5. . . . 10 00
12 courses of brickwork laid
@50c 6 00
28 linear feet wood fence built
@ $1 .... 28 00
11,382 17
$11,999 15
Stuart street, from Clarendon street to Trinity place. Length, 268 linear
feet. Area, 1,371 square yards. Subgraded, edgestone set, bitu-
lithic pavement laid and artificial stone sidewalks constructed.
Engineering $17 00
Advertising 1 97
Amount paid to Warren Brothers Company,
under contract:
290 cubic vards earth excava-
tion® $3 .... $870 00
119.5 cubic yards gravel filling
furnished @ $2.50 . . 298 75
20 cubic yards granite, brick
and concrete walls and
foundation, excavated
and removed, @ $5
380 linear feet straight edge-
stone set @ 45c.
51 linear feet circular edge-
stone set @ 45c.
280 linear feet existing edge-
stone reset @ 45c. .
1 1 cubic yards extra concrete
base furnished and laid
in Trinity place @ $12 .
330 square yards existing gran-
ite block paving relaid,
gravel joints, @$1 .
1,200 square yards concrete base
and bitulithic wearing
surface furnished and laid
@ $4.38 .... 5,256 00
171 square yards bituminous
wearing surface furnished
and laid in Trinity
place, @$2.29 . . 391 59
109 square yards existing brick
sidewalks relaid ®$1 . 109 00
5,191 square feet artificial stone
foundation furnished and
placed @ 12c. . . . 622 92
5,191 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 29c. . 1,505 39
6 covers reset © $3. . . 18 00
2 courses of brickwork laid
@ 50c 1 00
100 00
171 00
22 95
126 00
132 00
330 00
Carried forward .... $9,954 60 $18 97
Public Woeks Department.
267
Brought forivard
Extra work — Load and
deliver second-hand gran-
ite paving blocks from
Massachusetts avenue
lot to Stuart street:
72 hours' labor @ 75c.
Plus 15 per cent on $54
2 days' auto truck @, $35
Extra work — Grade gravel
sidewalks where directed :
556 square yards gravel side-
walks graded @ 35c.
Less amount paid in 1920
$9,954 60
54 00
8 10
70 00
194 60
),281 30
5,425 71
$18 97
1,855 59
1,874 56
Tlwrndike street, from Commonwealth avenue to Brookline line. Length,
144 linear feet. Area, 616 square yards. Subgraded, edgestone set,
asphalt concrete pavement laid on 4-inch concrete base and artificial
stone sidewalks constructed.
Engineering $72 35
Inspection 65 19
Engineering expense 20
Advertising 3 20
Expert services 7 42
Templets 32 62
Edgestone, 260 feet straight, 31 feet circular
and 2 small corners 590 47
Amount paid to Charles M. Callahan, under
contract :
167 cubic yards earth excava-
tion @ 75c. . . . $125 25
10 tons crushed stone fur-
nished, placed, watered
and rolled @ $2.50 . 25 00
263 linear feet straight edge-
stone set @ 20c. . . 52 60
38 linear feet circular edge-
stone set @ 21c. . . 7 98
3 linear feet existing edge-
stone reset @ 20c. . . 60
5 square yards existing
granite block paving re-
laid, gravel joints, @ 70c, 3 50
8 square yards existing gran-
ite block pavement re-
laid, concrete base, sand
bed and grout joints, @
$2.50 .... 20 00
555 square yards concrete base
and asphalt concrete sur-
face layer furnished and
laid @ $3 . . . 1,665 00
48 square yards asphalt con-
crete pavement surface
layer furnished and laid
on macadam foundation
@ $2 .... 96 00
Carried forward .... $1,995 93 $771 45
268
City Document No. 22.
Brought forward
1,198 square feet artificial stone
foundation furnished and
placed @ 4c. .
1,219 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 21c,
2 covers reset @ $3
2 cubic yards loam furnished
$1,995 93
$771 45
47 92
255 99
6 00
6 00
2,311 84
$3,083 29
Tilton street, northwesterly from Fellows street. (Work not started.)
Engineering $47 24
Engineering expense 90
Advertising 1 97
$50 11
Tremont street (westerly side), from Park street to Boylston street.
done in 1920.)
Engineering
Expert services
Final payment to James Dohertj for work done
in 1920, under contract
$22 00
24 80
3,092 75
(Work
5,139 55
Washington street (south side), from Tremont street to Nonantum street-
Roadway widened. Length, 112 feet. Asphalt area, 300 square
yards. Edgestone reset, asphalt macadam roadway constructed and
artificial stone sidewalks constructed. (Unfinished work from 1920.)
Engineering $84 00
Inspection
Labor, sidewalks
Labor, roadway
Cement .
Sand
Crushed stone
Steam roller .
Teaming
$368 59
6
50
19
75
38
81
67
77
14
43
114
60
9
00
13
71
Wensley street (south side), from Bickford avenue to Bucknam street.
(Work not started.)
Advertising $1 97
Whitten street, from Dorchester avenue to Althea street. Length, 1,017
linear feet. Area, 3,098 square yards. Edgestone set. Bitulithic
pavement laid on 4-inch concrete base and artificial stone sidewalks
constructed with a loam space.
Engineering $190 28
Inspection 196 54
Engineering expense 0 40
Advertising 4 00
Expert services 7 41
Templets . 22 36
Edgestone, 230 feet straight, 59 feet circular
and 6 small corners 640 06
Carried forward
$1,061 05
Public Works Department. 269
Brought for war, I ... . . $1,061 05
Amount paid to Warren Brothers Company,
under contract:
Removing trees, bushes,
etc. ' $5 00
668 cubic yards earth excava-
tion® $1.20 ... 801 60
5| cubic yards rock excava-
tion @ $5 ... 27 50
201 linear feet straight edge-
stone set @ 22c. . . 44 22
79 linear feet circular edge-
stone set @ 22c. . . 17 38
67 linear feet existing edge-
stone reset @ 22c. . . 14 74
3,098 square yards concrete base
and bitulithic pavement
furnished and laid @
$3.09 .... 9,572 82
477 square feet artificial stone
foundation furnished and
placed @ 4c. . . . 190 08
1,186 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 24c. . 284 64
116 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 35c. . 40 60
68 linear feet curbing fur-
nished and laid @$l . 68 00
13 covers reset @ $3 . . 39 00
7 courses of brickwork laid
@ 50c. .... 3 50
3 cubic yards loam furnished
@ $3.15 .... 9 45
127 square yards loam graded
and seeded @ 20c. . 25 40
10,972 93
$12,033 99
Wilbur street, from Upham avenue to Cushing avenue. Length, 335 linear
feet. Area, 828 square yards. Edgestone set, Topeka pavement laid
and artificial stone sidewalks constructed. (Work done in 1920.)
Engineering expense $0 30
Final payment made to Central Construction
Companv for work done in 1920, under
contract 410 37
$410 67
William Jackson avenue, from Chestnut Hill avenue to Academy Hill
road. Length, 500 linear feet. Area, 957 square yards. Sub-
graded, edgestone set, sheet asphalt pavement laid and artificial stone
sidewalks constructed. (Work done in 1920.)
Engineering expense $0 30
Final payment made to John J. Lane for work
done in 1920, under contract .... 1,106 II
$1,106 41
270
City Document No. 22.
STREET IMPROVEMENTS.
Congress street, Post Office square and Milk street, from State street across
Federal street. Length, 1,035 linear feet. Area, 5,868 square yards.
Wood block pavement laid on 6-inch concrete base and the area be-
tween the car track was paved with new granite block with asphalt
joints on a 6-inch concrete base.
Engineering $S26 91
Inspection 752 68
Engineering expense 2 40
Advertising 7 30
Expert services, inspection of wood blocks . 165 80
Blocks, large granite 1,532 31
Amount paid to Coleman Brothers, Inc., under
contract:
925 cubic yards concrete base
furnished and laid @ $8 .
704 square yards granite block
pavement laid in dummy
of car tracks, sand bed
and asphalt joints, @ $2
309 square yards existing gran-
ite block pavement relaid,
sand bed and grout joints,
@ S1.90 ....
5,070 square yards wood block
pavement furnished and
laid, mortar bed, sand
joints and covering sand,
@ $2.70 .....
31 square yards existing wood
block pavement relaid,
mortar bed, sand joints
and covering sand, (5> $1,
6 covers reset @ $3
Extra Work — Reset edge-
stone, break out and re-
lay artificial stone side-
walks and relay brick
sidewalks where directed
16 hours, foreman, @ $1 .
3 hours, paver, @ $1
3 hours, rammer, @ 80c.
16 hours, finisher, @ $1 .
48 hours' labor @ 35c.
Plus 15 per cent on $54.20
4 hours, auto truck, @ $3.50
30 bags cement @ 92c.
38 cubic feet sand @ 6c. .
4 tons crushed stone @ $3
$7,400 00
1,408 00
587 10
13,689 00
31 00
18 00
:
16 00
3 00
2 40
16 00
16 80
S 13
14 00
27 60
2 28
12 00
23,251 31
$26,538 71
La Grange street (north side), from Centre street to Landseer street.
Length, 1,005 linear feet. Area, 9,020 square feet. Edgestone set
and reset, granite block gutters laid and artificial stone sidewalks con-
structed.
Engineering $19 16
Inspection 61 36
Carried forward $80 52
Public Works Department. 271
Brought forward $80 52
Amount paid to Joseph Todesca, under con-
tract :
Removing trees, bushes, etc., $15 00
868 linear feet straight edge-
stone set @ 27c . . 234 36
52 linear feet circular edge-
stone and corners set @
27c 14 04
72 linear feet existing edge-
stone reset @ 27c. . . 19 44
210 linear feet crushed stone
and concrete foundation
furnished and placed @
30c 63 00
99 square yards granite block
paving hauled and laid,
gravel joints, @ $1.35 . 133 65
112 square yards existing gran-
ite block paving relaid,
gravel joints, ©$1 . . 112 00
1 square yard existing flag-
ging crosswalks relaid,
gravel joints, @, 50c. . 50
9,020 square feet artificial stone
foundation furnished and
placed @ 10c. . . . 902 00
7,555 square feet artificial stone
sidewalks, concrete base
and wearing surface fur-
nished and laid @ 27c. . 2,039 85
345 square feet artificial stone
driveways, concrete base
and wearing surface fur-
nished and laid @ 50c. . 172 50
Extra work — Omit full
width artificial stone side-
walks, from Sturgis road
to Landseer street and
substitute six (6) foot
artificial stone walk with
twelve (12) inch loam
space and ten (10) tree
pits 8 feet by 4 feet by
3 feet, 6 inches deep:
Furnishing and placing
loam, etc 425 00
$4,131 34
Less amount paid in 1920 . 1,192 25
2,939 09
$3,019 61
272
City Document No. 22.
RECAPITULATION OF STREET WORK.
Maintenance — Paving Service.
Streets.
Limits.
Amounts.
Adams street
Ashmont street
Avenue Louis Pasteur.
Babson street
Blue Hill avenue
Calumet street
Canterbury street ....
Carson street
Chickatawbut street . .
Cliffmont street
Corey street
Crescent avenue
Cross street
Dalton street
Dickens street
Dil worth street
East Third street
Elm Hill avenue
Everett street
F street
Fairland street
Falmouth street
Farragut road
Fen wood road
Francis street
H street
Harrison avenue
Harvard street
Lake street
London street
Mead street
Moraine street
Morton street
Carried foruarrl . .
Percival street to Robinson street
Carruth street to Adams street
Longwood avenue to Fenway
Norfolk street to the railroad bridge
Schuyler street to Seaver street
Tremont street to Hillside street
Morton street to Angell street
Crescent avenue to about 300 feet northerly
Neponset avenue to Glide street
Canterbury street to 1,140 feet southerly
Moulton street to Medford street
Dorchester avenue, across Carson street
Bartlett street to High street
Falmouth street to the railroad
Clayton street to Adams street
Northampton street to Camden street
H street to L street
Warren street to Seaver street
Aldie street to 550 feet north of North Beacon street .
Broadway to West Eighth street
Mt. Pleasant avenue to Moreland street
Norway street to Belvidere street
Extension of
Huntington avenue to Brookline avenue
Huntington avenue to Pilgrim road
East Broadway to Columbia road
At intersection of Eustis street
Morton street to Brookview street
Commonwealth avenue to the Seminary gate
Porter street to 118 feet south of Bennington street.
Russell street to Main street
Centre street to Jamaicaway
Forest Hills street to Canterbury street
$740 50
4.917 49
2,315 90
289 80
2,302 45
255 50
388 51
1,283 55
1,426 00
863 57
1,315 28
3,124 99
1,115 98
2,500 54
4,162 10
2.918 03
469 18
2,026 37
313 70
392 70
119 35
1,251 22
275 00
5,118 01
8,666 47
520 91
1.037 53
964 97
210 16
485 01
3,240 16
539 39
516 53
$56,066 85
PUBLIC WORKS DEPARTMENT.
, OF WORK DONE BY HIGHWAY DIVISION, PAVING SERVICE FORCE, CHARGED TO APPROPRIATION '-MAINTENANCE."
PUBLIC WORKS DEPARTMENT.
OF WORK DONE BY HIGHWAY DIVISION - PAV1 NG SERVICE EnRCE. CHARGED V STREET
IH'-W-H1
c ^)
Public Works Department.
273
Maintenance. — Continued.
Streets.
Limits.
Amounts.
Brought forward .
Morton street
Northern avenue. . . .
Richfield street
River street
St. Cecilia street
Sachem street
San ford street
Saratoga street
Sigourney street
Summer street
Union Park street. . .
Vine street
Walnut avenue
Warren street
Western avenue
Harvard street to Canterbury street
At viaduct
Columbia road to Olney street
Mattapan square to Everett square
Belvidere street to Boylston street
Calumet street to Parker Hill avenue
Washington street to Morton street
Butler avenue to Belle Isle inlet
Glen road to Walnut avenue
East First street to drawbridge
Tremont street to Shawm ut avenue
Tufts street to Moulton street
Sigourney street to Columbus avenue
Brookline line to 176 feet east of Cambridge street.
North Harvard street to Charles river
Due from Street Improvements
Due from Reconstructing and Repairing Streets by Contract.
Due from Highways, Making of
Due from Washington Street, West Roxbury
5,740 06
732 00
103 00
18 75
$56,066 85
22,624 08
L'.<;23 18
6,530 12
9,021 10
771 43
397 66
999 58
1,019 61
2,941 59
3,647 52
981 92
87 60
4,948 77
465 38
634 75
$113,761 14
99,593 81
Total.
$213,354 95
Charged to Special Appropriations.
Amounts.
$24,301 50
1,361 53
Washington street, West Roxbury
1,2 63,953 57
Total
$89,616 60
1 Amount due to Paving Service
i Amount due to Highways, Making of
$18 75
56 95
75 70
Total
$89,540 90
2 Washington street (Reconstructing and Repairing Streets by Contract).
274
City Document No. 22.
Charged to Appropriation for Granolithic Sidewalks.
Streets.
Limits
Amounts.
Beacon street. . .
Blue Hill avenue
Brooks street
Bynner street
Corey street
Cowper street
Euclid street
Fairbanks street. . . .
Hernenway street. . .
Hernenway street. . .
Linden street
Maple street
Moore street
Oak street
Orchard street
Peterborough street.
Pine street
South street
Sycamore street. . . .
Wachusett street. . .
Repairing artificial stone
sidewalks.
Total .
South side, at Brookline avenue
West side, from 217 feet south of Goodale road to
Wellington Hill streets.
Hobart street to Faneuil street
Creighton street to Day street
Centre street to Weld street
Moore street about 300 feet easterly
Washington street to Withington street
Washington street to Faneuil street
West side. Museum square about 230 feet northerly.
East side, Batavia street to Gainsborough street. . . .
Brighton avenue to Commonwealth avenue
Oak street to Pine street
Pennington street to Cowper street
Hyde Park avenue to Maple street
Centre street to Pond street
At Xos, 40 and 42
Hyde Park avenue to Maple street
Archdale road to Washington street
Ashland street to Florence street
Weld street to Walk Hill street
Amount due from Street Improvements.
Total
$460 66
2,800 55
30
1,280 47
230 63
2,334 09
2,951 12
6,168 71
519 30
424 58
30
154 43
4,761 38
151 40
5,672 76
116 43
3 20
11,270 94
200 00
9,780 30
585 09
$49,926 64
73 18
$49,999 82
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract.
Streets.
Limits.
Amounts.
Adams street
Amory street
Arlington street
Artificial stone sidewalks,
Asphalt street repairs
Carried forward
King street to Minot street
Green street to 140 feet north of Atherton street.
Market street across Leicester street
$10 80
14 00
5,153 07
»8,214 23
2 64,872 45
$78,264 55
1 See, also, Schedule A.
2 See Maintenance.
Public Works Department.
275
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Continued.
Streets.
Limits.
Amounts.
$78,264 55
49,260 33
96 95
443 30
15 00
Bituminous paved street
repairs.
See asphalt and bitulithic repairs.
67 61
345 40
20 00
230 feet northeast of Maverick street to Porter street . .
11,051 96
41 10
i 8,192 52
42,839 24
4,914 71
14,827 70
48 35
84,482 36
50 84
62,049 15
55,960 26
5 00
31 00
37 35
32 20
2,636 60
Dorchester Avenue Bridge to West Second street
4,720 76
2,022 27
67,125 59
36,720 09
5,432 40
East Fourth street
St ,- to..:
30
211 73
streets.
East and West Spring-
247 61
field streets.
65 85
$532,260 08
1 See Highways, Making of.
276
City Document No. 22.
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Continued.
Streets.
Limits.
Amounts.
Brouyht forward .
Fairfield street
Franklin street
Friend street
Gloucester street. . . .
Green street
Hereford street
Humboldt avenue. . .
Huntington avenue. .
John Eliot square. . .
Main street
Market street
Milford street
Mt. Vernon street. . .
Northampton street.
Pleasant street
Portland street
Ralston street
Richmond street
River street
Robert street
Roxbury street
Rutherford avenue
Rutland street and Rut-
land square.
Sarsfield street
Seaver street
Shawmut avenue
South street
Southampton street
Stoughton street
Tremont street
Walpole street
Warren street
Washington street
Washington street
Car -ied forward
Boylston street to Beacon street
60 feet west of Devonshire street to Broad street
Union street to Causeway street
Boylston street to Beacon street
Call street to Centre street
Beacon street to Boylston street
Walnut avenue to Seaver street
North side, Gainsborough street to Hemenway street.. .
City square across Alford street
Washington street across Western avenue
Shawmut avenue to Tremont street
Joy street to West Cedar street
Washington street to Albany street
Stoughton street to Savin Hill avenue
Hanover street to Causeway street
Boston street, about 85 feet easterly (north side) .
Hanover street to Atlantic avenue
Bridge over Providence Division, railroad across Everett
square.
Belgrade avenue to South street
Kent street to John Eliot square
Cambridge street to Chapman street
Washington street to Columbus avenue
Tremont street to Grinnell street
Blue Hill avenue to Columbia road
Tremont street to Roxbury street
Washington street to Belgrade avenue. .
Albany street to Massachusetts avenue.
Columbia road to Pleasant street
Dover street to Northampton street
Tremont street to Grinnell street
Dudley street to Blue Hill avenue
Market street across Tremont street. . . .
Beach street across Kneeland street. . . .
$532,260 08
188 53
26 00
26,985 81
142 21
24,438 23
146 15
75 00
21,674 31
50 68
1,001 80
85,951 33
49 85
4,072 68
72 62
1,020 72
50,728 42
589 50
42,429 15
27,677 49
161 97
4 00
60
133 00
42 90
9,794 72
464 07
166 81
34 00
3 30
2 10
24 30
10 00
37 92
1,531 44
$831,991 69
Public Works Department.
277
Charged to Appropriation for Reconstructing and Repairing Streets
by Contract. — Concluded.
Streets.
Limits.
Amounts.
Brought forward .
Washington street . . .
♦Washington street . .
Washington street. . .
Webster avenue
Weston street
West Newton street .
Total
Archdale road to 75 feet south of Corinth street.
Corinth street to West Roxbury Parkway
Dudley street across Columbus avenue
Hanover street to Unity street
Tremont street to Columbus avenue
Tremont street to Shawmut avenue
Amount due from Street Improvements $2,038 53
Amount due to Paving Service 732 00
Total.
$831,991 69
34,707 36
152 33
1,158 93
873 17
12 00
10,262 33
,157 81
1,306 53
),464 33
Charged to Appropriation for Highways, Making of.
Streets.
Limits.
Amounts.
Dorchester avenue to New York, New Haven & Hartford
$41,227 04
30 97
6,443 41
80? 88
13,856 11
12,770 54
61 36
Babcock street
Commonwealth avenue to Boston & Albany Railroad. .
7,158 04
102 54
9,497 85
29,734 56
1,855 12
4,883 48
14 40
3,704 87
289 7.",
224,563 08
1,693 21
$358,695 21
*<See Washington street special.
278
City Document No. 22.
Charged to Appropriation for Highways, Making of. — Continued.
Stbeets.
Limits.
Amounts.
Brought forward. .
Charles street
Chelsea street
Chesterton street
Chestnut Hill avenue
Chilton road
Clarendon street
Colberg avenue
Crescent avenue
Cummington street. . .
Cushman road
D street
East Fourth street. . . .
Easton street
Elder street
Eliot street
Elmhurst street
Falkland terrace
Fargo street
Farquhar street
Freeport street
Glenville avenue
Grosvenor place
Halifax street
Hamlin street
Harvard street
Hastings street
Hyde Park avenue . . .
Imrie road
Kenton road
Kilmarnock street. . . .
Beacon street to Cambridge street
Foss street to Adams street
Massachusetts avenue to Allerton street
Commonwealth avenue to Beacon street
From Weld Hill street, 411 feet northwesterly
Stuart street to Columbus avenue
Beech street to West Roxbury Parkway
At northwest corner of Spring street
Commonwealth avenue to Boston & Albany Railroad.
Dustin street to Glencoe street
Clafiin street to Fargo street
At northeast corner of K street
North Harvard street to Mansfield street
Columbia road to Humphreys street
Warrenton street to Broadway
Norfolk street to Southern avenue
Hobart street to Brooksdale road
B street to C street
Selwyn street to Centre street
From Pope's Hill street southerly
Greylock road to Allston street
Cliff street southwesterly
South Huntington avenue to Pond View avenue
East Eighth street to Columbia road
Fabyan street to beyond Brookview street
Centre street to Corey street
Metropolitan avenue to River street
Cambridge street to Allston street
Washington street, 844 feet easterly
Boylston street to Queensberry street
Lawnwood place Main street northeasterly
Liberty square Oliver street to Batterymaich street
Marie street Mt. Ida road to Percival street
Melton road Wallingford road to Colonial road
Metcalf street ' Dudley avenue to Penfield street
Mt. Ida road Robinson street to 234 feet south of Marie street
Carried forward
•J358.695 21
50,801 01
3,448 19
69 93
34,932 59
6,048 98
87,078 67
124 23
2,456 37
6,366 27
9, .548 21
154 80
265 53
3,221 23
2,566 37
1 97
78 46
30
15,012 13
2,621 14
1 97
2,948 09
857 54
14,459 24
30
371 15
96 89
63,744 94
8,324 13
464 83
28 22
80 99
1 97
73 74
11,101 48
112 24
3 60
$686,162 91
Public Works Department. 279
Charged to Appropriation for Highways, Making of. — Concluded.
Streets.
Limits.
Amounts.
Brought forward ....
Morton street
McCraw street
Oriole street
Parkwood terrace
Pontiac street
Pond View avenue
Public Alley No. 710....
Public Alley No. 818. . . .
Public Alley No. 909....
Ruxton road
South street
Stuart street *
Stanhope street
Thorndike street
Tilton street
Tremont street
Washington street
Wensley street
Whitten street
Wilbur street
William Jackson avenue.
Total
Prom Forest Hills avenue easterly for 1,200 feet. . . .
Belgrade avenue to West Roxbury Branch Railroad.
Bellevue street to Emmons road
Parkton road to Jamaica way
Tremont street to Hillside street
Perkins street to Moraine street
East Brookline street to East Newton street
St. Stephen street about 090 feet westerly
Massachusetts avenue to Hemenway street
Ridge road to Rugby road
From Centre street about 270 feet easterly
Clarendon street to Trinity place
Morgan street to Trinity place
Commonwealth avenue to Brookline line
Northwesterly from Fellows street
West side, Park street to Boylston street
South side, Tremont street to Nonantum street. . . .
South side, Bickford avenue to Bueknam street ...
Dorchester avenue to Althea street
dishing avenue to Upham avenue
Chestnut Hill avenue to Academy Hill avenue
Less amount due to Paving Service $103 00
Less amount due to Street Improvements 06 30
Amount due from Washington street, West Roxbury.
Total
$169 30
56 9.5
$686,162 91
602 57
475 39
7,763 81
274 94
17,375 89
93 21
983 55
1,607 08
6,576 97
56 97
5,621 16
1,874-56
11,999 15
3,083 29
50 11
3,139 55
368 59
1 97
12,033 99
410 67
1,100 41
$761,662 74
112 35
$761,550 39
* See Special Appropriation for Stuart Street.
Charged to Appropriation for Street Improvements.
Streets.
Limits.
Amount.
$2,443 73
816 60
969 39
1,030 44
334 84
$5,595 00
280 City Document No. 22.
Charged to Appropriation for Street Improvements. — Continued.
Stheets.
Limits.
Amount.
$5,595 00
86
14
2,186 57
1,706
61
4
00
10,893
•is
3,334
37
588
68
1,408
Hi
8,563
53
762
15
3,750
32
2,630
15
508
70
35
25
978
78
87
10
18,207 04
1,329
79
3,971
71
356
28
2,929
11
414
76
1,732
89
3,093
72
26,538
71
1,878 82
4,569
60
976
io
8,136
65
1,463
57
8,133
3-'
* 5,194
27
717
76
3,752
86
t
$136,516 54
Brought forward .
B street
Baker street
Bay State road
Beacon street
Beech street
Bennington street . . ,
Blue Hill avenue. . . .
Boutwell street
Boylsto i street ....
Braddock park
Brooks street
Brown avenue ....
Bunker Hill street .
Bunker Hill street.
Burroughs street. .
Bynner street
Cambridge street . .
Carver street
Cedar street
Centre street
Charles street
Chestnut street . . .
Clifton street
Columbia road. . . .
Congress street. Milk
street and Post Office
square.
Cowper street
D street
Douglass street
Dudley street
East Canton street. . .
Everett street
Fairbanks street
Fairmount avenue. . . .
Forest Hills street ....
Foundry street
Carried forward . . .
West Broadway to West Second street
Centre street to Newton line
Granby street to Ashley street
At Brookline line
Poplar street to West Roxbury Parkway . . .
Walley street to Leverett avenue
Stratton street to Talbot avenue (east side).
Train street to Neponset avenue
Centre street to Amory street
Columbus avenue to New York, New Haven & Hartford
Railroad.
Faneuil street to Hobart street
Poplar street to Blakemore street
Bates street to Chelsea street
Jackson street to Edgesworth street
Centre street to Pond street
Creighton street to South Huntington avenue
Charles river to railroad bridge
Eliot street to Boylston street
River street to Manchester street
Forbes street to Boylston street
Cambridge street to Fruit street (west side)
Charles street to River street
Dudley street to Shirley street
Buttonwood street to bridge over Mt. Vernon street. .
From State street, across Federal street
Moore street to Byron street
Dorchester avenut to West Eighth street. . .
Columbia road to East Eighth street
Washington street to Eliot square
Harrison avenue to Washington street
Orleans street to Jeffries street
Washington street to Faneuil street
Everett square to Midland Division Bridge.
Lotus street to 500 feet south of Glen road .
At intersection of Macallen street
See Granolithic Sidewalks.
j Included in cost of Macallan street.
Public Works Department.
281
Charged to Appropriation for Street Improvements. — Continued.
Streets.
Limits.
Amount.
Brought forward ....
Freeport street
Freeport street
Geneva avenue
George street
Grove street
Hancock street
Harrison avenue
Havre street
Heath street
Hemenway street
Hemenway street
Hyde Park avenue
Hyde Park avenue
Hyde Park avenue
Jerome street
Jersey street
Judson street
King street
L street
La Grange street
La Grange street
London street
Lonsdale street
Macadam street repairs.
Macallen street
Magnolia street
Meridian street
Mill street
Milton avenue
Moore street
Morton street
Xeponset avenue
Newburg street
Oakland street
Oakland street
Paris street
Park street
Carried forward. . . .
Pope's Hill street to the bridge
133 feet east of Dorchester avenue to New York, New
Haven & Hartford Railroad.
Vinson street, across Park street
Shirley street to Magazine street
Washington street to Dedham line
Columbia road to Bowdoin street
Dover street to Union Park street
Meridian street to Bennington street
Parker street to Bromley street
Batavia street to Gainsborough street
At Museum road
Tower street to Ashland street
Ashland street to Morton street
River street to Milton street
Hancock street to Everett avenue
Boylston street to VanNess street
West Cottage street to Brookford street
Adams street to Neponset avenue
East Fourth street to East Broadway
Centre street to Landseer street (north side) .
Washington street 300 feet westerly
Porter street to Sumner street
Adams street to Dorchester avenue
Dorchester avenue to Foundry street
Lawrence avenue to Dudley street
Condor street 224 feet northerly
Rutherford avenue to Essex street
Beacon street to Highland avenue
Bennington street to Cowper street
Forest Hill street to Canterbury street
Hyde Park avenue to Canterbury street
Beech street to Belgrade avenue
Hobart street to Bennett street
600 feet north of Washington street to Faneuil street. . .
Meridian street to Bennington street
Adams street to Old Colony Railroad Bridge
$136,516
54
4,171
27
210 00
2,533 50
3,036
95
4,000
85
1,816 62
3,948 67
3,948 52
5,489
5H
4
OH
4 00
908
83
979
26
2,365
45
110 50
228
on
9,194
46
4,629
30
1,756 85
3,019
61
2,090 03
2,263
01
4,114
14
31,306
47
2,845
28
8,823
01
882
OS
415
20
944
66
2,434
15
445 83
3,961
85
2,242
52
99
57
338
73
3,143
81
16,406 92
$271,631
50
282 City Document No. 22.
Charged to Appropriation for Street Improvements. — Concluded.
Streets.
Limits.
Amounts.
Beought forward .
Park street
Peterborough street. .
Pleasant street
Poplar street
Posen street
Ralston street
St. Ann street
Salcombe street
Sawyer avenue
Schuyler street
Shawmut avenue. . . .
Sherwood street
South street
South street
Spring street
Stanhope street
Sumner street
Train street
Trenton street
Union Park street. . .
Wachusett street. . . .
Waldeck street
Wapping street
Washington street. . .
Washington street . . .
Waumbeck street. . . .
Wellington street. . . .
West Fourth street. .
Windermere road . . .
Total
Centre street to Martin street
At Nos 40 and 42
Warren street to Monument square
Canterbury street to Hyde Park line
Minden street to Arklow street
Dorchester avenue to Boston street
South street to Hampstead street
Stoughton street to Cushing avenue
Pleasant street to beyond Cushing avenue
Blue Hill avenue to Elm Hill avenue
West Newton street to Pembroke street (west side) .
Florence street to Ashland street
Washington street to Mosgrove avenue
Arboretum entrance to railroad bridge
Gardner street to 100 feet north of railroad bridge. .
Berkeley street to Morgan street
Stoughton street to East Cottage street
Victory road to Ashmont street
Bartlett street to Bunker Hill street
Harrison avenue to Albany street
Walk Hill street to Weld Hill street
Tonawanda street to Melville avenue
Chelsea street to Water street
Eldon street to Fenelon street
Circuit street to Dale street (east side)
Warren street to Crawford street
Columbus avenue to railroad
B street to C street
Stoughton street to Cushing avenue
Due to Paving Service $98,740 06
Due to Granolithic Sidewalks 73 18
Due to Reconstructing and Repairing Streets by Contract 2,038 53
Due from Highways, Making of.
$100,851 77
66 30
$271,631 50
10,042 68
3 00
2,500 01
14,530 48
2,133 14
871 19
4,328 82
2,865 25
6,470 65
2,163 14
698 40
3,586 43
7,080 14
2,744 91
4,139 61
952 56
5,788 84
6,825 09
2,479 27
1,809 45
4,545 25
5,184 46
2,414 51
5,511 76
4,443 76
6,234 15
879 79
5,748 70
2,889 93
$391,496 87
100,785 47
$290,711 40
Public Works Department.
283
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284
City Document No. 22.
New Edgestones. (Does not include work done on streets laid out and
constructed under chapter 393 of the Acts of 1906.)
First Setting. Linear Feet.
Yeas.
d
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0
pq
_c
o
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5
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3
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u =3
Q
5
M
O
Pi
5
c
o
c,
1912
1913
1914
1915
1916
1917
1918
0,045
2,199
4,773
947
221
1 ,779
1,017
557
959
265
1,996
298
2,498
151
244
367
229
70
336
1,806
1,221
1,970
4,939
1,987
1,159
162
1,144
37
333
7,^90
2,907
1,520
2,230
2,393
8,225
4,751
1,075
9,669
10,296
1,637
6,928
3,378
7,189
684
1 ,573
3,168
2,716
901
4,547
1,968
933
662
641
1 ,837
1,1,41
407
1,359
672
331
638
524
54
999
30,231
21,325
12,432
20,187
12,581
20,107
8,757
1919
1920
324
87
30
4,962
3,540
1921
359
1,800
4,530
Totals..
16,405
8,352
635
14,758
31,350
43,154
19,014
4,984
138,652
New Brick Sidewalks. (Does not include work done on streets laid out
and constructed under chapter 393 of the Acts of 1906.)
First Laying. Square Yards.
Year.
5
m
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00
e
0
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»
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>>
6
a
o
1912
2,249
490
623
405
208
103
716
647
86
3,790
1913
80
1,871
1914
762
287
379
465
150
382
501
585
2,258
1915
150
1,403
1916
125
175
366
666
1917
17
20
105
599
49
790
1918
95
1,351
210
95
322
40
230
1919
491
19
2,122
2,164
1920
229
1921
576
322
Totals..
6,562
3,783
150
80
1,142
3,950
446
15,427
Public Works Department.
285
Recapitulation, 1921.
Districts.
Edgestones.
Linear Feet.
Brick.
Square Yarns
South Boston Paving District, No. 1 . .
East Boston Paving District, No. 2. . .
Charlestown Paving District, No. 3 . . .
Brighton Paving District, No. 4
West Roxbury Paving District, No. 5 .
Dorchester Paving District, No. 6 . . . .
Roxbury Paving District, No. 7
South End Paving District, No. 8 . . . .
Ashmont Paving District, No. 9
North End Paving District, No. 10 . . ,
Hyde Park Paving District, No. 11...
30
367
2,122
333
359
1,434
1,641
576
322
366
Totals.
4,530
3,020
Loads of Dirt and Street Cleanings Removed from February 1, 1921,
to January 31, 1922.
Districts.
Single. *
Double, t
Auto
Trucks. J
Cubic
Yards.
South Boston
East Boston
164
46
1,196
1,216
333
5,206
6
1,341
294
2,074
131
426
Charlestown
46
Brighton
1,444
2,826
188
121
168
290
4,084
6,868
West Roxbury
Dorchester
709
Roxbury
5,448
South End
75
792
Ashmont
1,921
North End
294
Hyde Park
499
3,072
Totals
11,876
5,667
75
23,660
* Single loads, 1 cubic yard. t Double loads, 2 cubic yards.
X Auto truck loads, 6 cubic yards.
280
City Document No. 22.
The Number of Loads of Snow Removed from February I, 1921, to
January 31, 1922.
Districts.
Single. *
Double f
Auto
Trucks.
Cubic
Yards.
Cost. J
South Boston
2,483
193
1,227
161
384
861
720
871
72
1,069
4,966
386
4,410
1,912
3,096
2,982
1,989
2,102
606
2,138
$8,725 16
East Boston
6,629 99
6,972 80
5,601 05
10,182 96
10,947 41
23,295 29
9,795 33
Charlestown
Brighton
West Roxbury
Dorchester
Roxbury
South End
652
530
776
420
183
120
154
Ashmont
North End
5,774 05
10,533 16
Hyde Park
2,002 39
Totals
8,041
2,835 j
1
24,587
$100,459 59
* Single loads, 2 cubic yards, t Double loads, 3 cubic yards.
+ Includes cost of plowing gutters, cleaning sidewalks and picking ice not carted away,
Snow and Ice Removed by Contract from February 1, 1921, to
January 31, 1922.
Sxow Districts.
Number
of
Loads.*
Cubic
Yards.
Cost per
Cubic
Yard.
Total
Cost.
District No. 1
District No. 2
District No. 3
District No. 4
District No. 5
District No. 6
District No. 7
2,184
1,181
6,993
1,282
2,944
3,847
1,211
14,563
9,562
36,768
10,070^
24,20U
20,800
10,778
$0 45
55
63
68
70
49
49
$6,553 35
5,259 10
23,163 84
6,847 94
16,941 05
10,192 00
5,281 22
Totals
19,642
126,743
$0 57
$74,238 50
Note. — * Loads vary from three (3) to ten (10) cubic yards.
Public Works Department.
287
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288
City Document No. 22.
Street Openings.
Under Classes 1 and 2 of the schedule of permit fees,
permits were issued for openings in public ways as
follows :
To Whom Issued.
Permits.
Length in
Feet.
Sewer and Water Services
Boston Consolidated Gas Company
Boston Elevated Railway Company
Dedham and Hyde Park Gas and Electric Com-
pany
Edison Electric Illuminating Company
New England Telephone and Telegraph Company,
Quincy Market Cold Storage and Warehouse Com-
pany
Western Union Telegraph Company
Miscellaneous
Emergency permits
Emergency permits returned as used
Estimated length of emergency permits
2,498
1,284
23]
45
1,367
165
20
41
904
748
742
29,976
37,765
128,005
3,280
97,310
12,945
1,370
5,485
180,351
18,500
Totals.
8,045
515,187
Making a total length of openings approximately
ninety-eight miles. This is the shortest estimated
length for a number of years.
Permits for purposes other than openings have been
issued as follows:
Advertised by men wearing lettered hat and coat
Cleaning snow from roof ....
Driving cattle through streets
Erecting and repairing awnings
Erecting and repairing buildings
Painting or minor repairs on buildings .
Moving building? in streets
Feeding horses in streets ....
Placing signs flat on buildings
Projecting signs from buildings
Raising or lowering safes or heavy machines
Emergency permits for above
Special permits
Total of all permits issued
27
36
3
902
908
,615
1
106
859
341
151
404
410
Public Works Department.
289
The revenue from issuing permits amounted to
$22,366.28, divided as follows:
Class No. 1.
Openings
2.
Emergency openings
3.
Advertising
4.
Cleaning snow from roofs
5.
Driving cattle ....
6.
Erecting and repairing awnings .
7.
Moving buildings ....
8.
Erecting, repairing and altering
buildings
9.
Minor repairs on buildings .
10.
Feeding horses ....
11.
Placing flat signs ....
12.
Projecting signs ....
13.
Raising and lowering safes, etc.,
14.
Emergency permits for above
15.
Special permits ....
$3,411
50
761
00
27
00
36
00
15 00
896 00
15
00
9,614
78
4,607
00
106
00
857 00
341
00
154
00
404 00
1,121
00
$22,366 28
Nineteen thousand one hundred and forty-four dollars
and sixty-eight cents were deposited with the City Col-
lector. Bills for the collection of $3,221.60 were
deposited with the City Collector.
Poles.
Permits were issued for placing 336 poles in new
locations, for replacing 437 in old locations and for
removal of 392.
Bonds.
There are now on file 1,934 surety company bonds in
amounts of one, three and twenty thousand dollars
covering the city against claims for damages, etc.,
through the use of permits.
Defects in Sidewalks and Roadways.
Sixteen thousand nine hundred and sixty notices
were sent to the foremen of the paving districts, con-
tractors, public service corporations and others to make
repairs to pavement defects for which they were
responsible.
Two hundred and ninety-four notices were sent to
property owners to make repairs for which they were
responsible.
290
City Document No. 22.
Plans.
During the year plans were filed as follows:
To Whom Issued.
Mains.
Poles.
Tracks.
Conduits.
Miscel-
laneous.
New England Telephone and Tele-
graph Company.
23
157
37
149
pany.
Boston Consolidated Gas Company,
11
5
6
pany.
Boston Elevated Railway Company,
8
6
1
2
1
6
5
46
tion.
1
Company.
Western Union Telegraph Company,
51
22
180
9
253
51
Total number of plans now on file, 15,219.
Street Numbering.
Building numbers have been assigned as listed below:
Districts.
Entire
Streets
Num-
bered.
Entire
Streets
Renum-
bered.
Partly
Num-
bered
Streets.
Partly
Renum-
bered
Streets.
Estates
Num-
bered.
Estates
Renum-
bered.
34
14
86..
1
1
37
72
263
286
144
24
1
1
1
44
6
5
Hyde Park
Totals
1
2
960
57
Public Works Department.
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Public Works Department. 477
APPENDIX D.
REPORT OF THE DIVISION ENGINEER OF THE
SEWER AND SANITARY DIVISION.
Boston, February 1, 1922.
Mr. Thomas F. Sullivan,
Commissioner of Public Works:
Dear Sir, — I submit herewith a statement of the
activities, operations and expenditures of the various
Services of the Sewer and Sanitary Division for the year
ending January 31, 1922. The maintenance expendi-
tures of the Sewer and Sanitary Division for the year
were as follows:
Sewer Service $607,043 15
Sanitary Service 1,536,633 27
Street Cleaning and Oiling Service . . . 916,061 41
Total $3,059,737 83
Sewer Service.
During the year 1921-22 there were built throughout
the city 7.08 miles of sanitary sewers and surface drains.
There were 7,196 catch-basins and 101 inlets cleaned
and a total of 28,722.87 cubic yards of material removed.
In the city proper district the principal work was that
of replacing the old wooden sewer in Chatham street,
between Commercial street and Merchants row, with a
reinforced concrete sewer, thereby removing a long-
standing cause of complaint in the past.
In Roxbury the most important work was that of
completing the rebuilding of Muddy river conduit in
Brookline avenue and the building of sanitary sewers in
Alleghany street, Bickford street, Peabody street and
Townsend street.
In South Boston the extension of East First street
overflow in Farragut road and the building of a sewer
and surface drain in East Second street will relieve the
floodings in the vicinity of First street and P street at
Second street.
478 City Document No. 22.
In Charlestown 918.57 feet of pipe sewers and surface
drains were built, the principal work being that of
building sewer, catch-basins, etc., in Chelsea street
between Henley street and Chestnut street in advance
of the widening and paving.
The most important construction work in the East
Boston district was that of the extension of the Lubec
street outlet, where 402 linear feet of 6-foot 9-inch rein-
forced conduit was built.
In the Dorchester district the principal work was that
of the extension of the Davenport brook for a distance of
about 510 feet which has been repeatedly called for by the
adjoining property owners.
In Hyde Park the work was principally that of the
extension of sanitary sewers.
In the Brighton district pipe sewers were built in
Melton road, Imrie road, Parker avenue, Allston Heights
and North Beacon street. Work has been started on
the Faneuil Valley brook conduit by building stop plank
manholes to allow the proper cleaning of this conduit.
In West Roxbury the most important work was the
completion of section 10 of Stony brook new Toll Gate
road consisting of 270 linear feet of 17-foot by 13-foot
9-inch reinforced concrete conduit, and the start on the
covered channel for Roslindale Branch of Stony brook
where there was built 875 linear feet of a 10-foot 9-inch
concrete conduit to relieve the floodings in the vicinity
of Firth road, Bexley road and Murray Hill road. A
start was also made on the Glendale road outlet between
Metropolitan sewer and North avenue to provide a
sanitary sewer outlet for a large area in the vicinity of
Baker street, Elmwood street, Centre street and Grove
street.
Sanitary Service.
The committee appointed by his Honor the Mayor
after a thorough investigation of the methods of the
disposal of ashes, rubbish, garbage, etc., in other large
cities of the United States, decided upon a method of
disposal for Boston, and after bids were received recom-
mended that the award be given to the lowest bidder,
Coleman Brothers, at a cost of $3,795,000 for a ten-year
period beginning July 1, 1922. This was later approved
by the City Council and by his Honor the Mayor.
This contract does not include the garbage disposal
for four outlying districts, as at the present time this
Public Works Department. 479
garbage is collected by contract and sold to farmers for
hog feeding. Studies should be made as to improved
methods of collection and as to more frequent collections.
Street Cleaning Service.
The duties of this service, to keep the streets and alleys
free from filth, dirt, etc., are in my estimation one of the
most important functions of the Public Works Depart-
ment. The paving program, with its extension of
smooth pavements, puts a greater burden on this service
and an increase in equipment and men should be con-
sidered seriously. The continuation of the car sprinkler
and motor-driven flushers have again proven of great
value and have met the test of time in a most satis-
factory manner. A new Elgin motor-driven pick-up
machine has been purchased, making a total of three in
this service at the present time.
Yours respectfully,
E. F. Murphy,
Division Engineer, Sewer and Sanitary Division.
480 City Document No. 22.
SEWER SERVICE.
The work of the Sewer Service is carried on under
chapters 28 and 40, Revised Ordinances of 1914, and
the following statutes:
Chapter 426, 1897, as amended by 450, 1899, and 268, 1903.
Chapter 383, 1903, as amended by 464, 1907.
Chapter 550, 1907.
Chapter 204, 1908.
Chapter 514, 1908.
Chapter 74, Special Acts, 1918.
The Duties of the Sewer Service.
1. Preparation of plans for sewerage works.
2. Construction and maintenance of all drainage
works.
3. Investigation of complaints in regard to defective
drainage.
4. The granting of permits for sewer construction.
5. The preparation of plans for the assessment of the
cost of sewer construction.
6. The exanination of the plans of other corporations
proposing to construct works in public streets with
reference to their probable interference with sewerage
works.
Total number of employees on pay roll January
31, 1921 ........ 333
Total number of employees on pav roll January
31, 1922 ........ 326
Total amount of weekly pay roll January 31,
1921 $9,581 49
Total amount of weekly pay roll January 31,
1922 $9,906 11
Total amount of monthly pay roll January 31,
1921 . . . $416 00
Total amount of monthly pay roll January 31,
1922 $416 67
Total amount of monthly pension roll January
31, 1921:
Veterans $501 80
Laborers $571 13
Public Works Department. 481
Total amount of monthly pension roll January
31, 1922:
Veterans $553 80
Laborers $541 13
Average weekly pay roll, including monthly roll
but exclusive of pension rolls for the fiscal
year charged as follows:
Maintenance * $6,623 10
Sewerage works $3,693 67
Average number of men employed . . . 338
Number of men on pension roll January 31, 1921 :
Veterans 11
Laborers 19
Number of men on pension roll January 31, 1922:
Veterans 12
Laborers 18
Average number of horses maintained by the
service during the year ...... 28
Rate of wages paid to common laborers . $4 00
* Includes amount charged to
Paving Service $2,089 36
Sanitary Service 856 88
Street Cleaning and Oiling Service 455 50
Water Service 91 52
High Pressure Fire Service 217 80
Sea Wall, etc., Roxbury Canal 18 63
482
City Document No. 22.
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Public Works Department.
483
MAINTENANCE EXPENDITURES FEBRUARY 1, 1921, TO
JANUARY 31, 1922.
Sewer Service.
Improved Sewerage
Pumping Station, Calf Pasture, inside
Pumping Station, Calf Pasture, outside
Pumping Station, Calf Pasture, engines
Pumping Station, Calf Pasture, boilers
Pumping Station, Union Park street
Pumping Station, Summer street
Pumping Station, Hyde Park
Moon Island
Main and intercepting sewers
Stony Brook.
Maintenance
$139,986 33
25,831 01
52,768 60
36,831 20
12,409 46
1,369 33
1,077 57
$270,273 50
19,232 25
14,948 03
$304,453 78
3,978 63
Miscellaneous Maintenance Charges.
Cleaning catch-basins 109,268 74
Yards and lockers 702 36
Employed at yards 22,107 46
Horses, carts, harnesses, etc $18,517 04
Teaming 18,590 21
Less amount earned by service teams
Automobiles .
Cleaning sewers
Office salaries
Office expense
$37,107
31,241
Repair
Repair
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ng department buildings
ng catch-basins, South Boston
ng catch-basins, East Boston
ng catch-basins, Charlestown
ng catch-basins, Brighton
ng catch-basins, West Roxbury
ng catch-basins, Dorchester
ng catch-basins, Hyde Park
ng catch-basins, Roxbury
ng catch-basins, city proper
ng sewers, South Boston
ng sewers, East Boston
ng sewers, Charlestown
ng sewers, Brighton
ng sewers, West Roxburj
ng sewers, Dorchester
ng sewers, Hyde Park
ng sewers, Roxbury
ng sewers, city proper
$1,467
3,533
2,069
2,188
949
2,806
5,852
266
2,508
2,762
546
1,366
343
873
1,893
3,129
405
1,443
3,424
72
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5,866 12
12,248 34
36,358 75
19,849 04
2,798 10
37,830 76
Carried forward $555,462 08
484 City Document No. 22.
Brought forward $555,462 08
Pension roll (veterans) 6,358 52
Pension roll (laborers) 6,677 36
Annuities 491 00
Fuel and oil 3,191 69
Hardware, tools, etc 3,117 07
Engines and boilers 1,001 12
Sundries and miscellaneous charges 20,067 97
Telephones 357 01
House connections 9,411 11
Rubber goods 591 98
Gatehouses, Fenway 5,664 73
Stock 6,276 12
$618,667 76
Credit.
Stock transferred and used in construction . $9,800 21
Fuel and oil transferred and used on construc-
tion 1,362 00
Hardware, tools, etc., transferred and used in
construction 27 40
Engines and boilers transferred and used on
construction 435 00
11,624 61
$607,043 15
Charges to Various Parties for Work Done and Material Furnished, etc.
Cobb Brothers $7 50
F. L. McLaughlin 14 30
H. T. Rice 7 50
A. J. Cunningham Company 15 00
Solomon Eiseman 26 10
M. Piscopo 7 75
B. W. Warrington 7 75
Victor M. Hall 7 32
B. E. Sinclair 1 87
David J. Cole 7 75
Hotel Somerset 18 50
United States Health Department 10 60
Boston Infirmary Department 50 45
Park Department 133 20
Boston Fire Department 380 00
Mrs. Cramer 7 75
Jiboana Mackba 7 75
Zurich General Accident and Liability Insurance Company,
Ltd. . 75 00
Metropolitan Water and Sewerage Board .... 5,869 36
New York, New Haven & Hartford Railroad Company . 9 44
P. J. Doyle 10 00
J. A. Simpkins 15 00
L. V. Niles 7 50
I. Meyer 15 00
John F. Lynch 438 83
George H. Abbott & Co 27 31
Mary E. Lynch 7 75
Boston Elevated Railway Company 134 90
Thomas Burdett Agent 7 75
Boston Co-operative Building Company 7 75
Carried forward $7,336 68
Public Works Department. 485
Brought jorward $7,336 68
T. Danahy & Son 21 00
Lucy E. Callahan 13 24
Edward Cauley 5 82
M. Marks 7 75
C. P. Rockwell, Inc 7 75
Humboldt Garage 7 75
J. Friedberg 5 43
H. Lesser 11 63
H. H. Sylvester 15 00
Bettv Alden, Inc 7 75
S. Rubin 7 75
John Kelly 2 50
George Bryne 10 00
Charles Street Garage 15 50
H. E. Russell 7 75
Mercantile Real Estate Trust 15 00
George Y. Berry 55 88
Mark H. Lvnch 10 00
Elias Hirsch 10 56
Kenney Manufacturing Company 15 00
Superintendent of Supplies 302 25
M. J. Kelley 7 50
P. J. Barrett 21 11
M. Sperroza 7 75
Morse Real Estate Trust 7 75
Charles L. Weiner 24 49
Fred T. Ley 7 75
Joseph Schlossberg 6 05
Rosanna O'Neil 7 75
William D. Cahill 16 68
$7,998 82
Amount Collected by the City Collector for Sewer Service February 1, 1921, to
January 31, 1922.
F . L. McLaughlin $14 30
Cobb Brothers 7 50
H. F. Rice 7 50
A. J. Cunningham Company 15 00
Solomon Eiseman 26 10
Superintendent of Supplies 2 25
Benj. Piscopo 7 75
B. W. Warrington 7 75
Victor M. Hall 7 32
Thomas Rush 43 18
Coleman Brothers 18 00
B. Sinclair 1 87
F. T. Lev Company 10 25
D J. Cole 7 75
Mrs. Cramer 7 75
Hotel Somerset 18 50
Jibrana Mickba 7 75
Zurich General Accident & Liability Insurance Company
L't'd 75 00
P. J. Doyle ... 10 00
New York, New Haven & Hartford Railroad Company . 9 44
J. H. Simpkins 15 00
L. V. Niles 7 50
L. Meyer 15 00
Carried forward $342 46
486 City Document No. 22.
Brought forward $342 46
Metropolitan Water and Sewerage Board .... 5,869 36
Boston Infirmary Department 50 45
George H. Abbott & Co 27 31
Mary E. Lynch 7 75
Boston Co-operative Building Company 7 75
T. Danehy & Son 21 00
Thomas Burdett Agent, 7 75
United States Health Service 10 60
Lucy E. Callahan 13 24
Edward Cauley 5 82
Humboldt Garage 7 75
C. P. Rockwell, Inc 7 75
M. Marks 7 75
Boston Elevated Railway Company 134 90
J. Friedberg 5 43
H. Lesser 11 63
J. L. Pierce 984 64
H. H. Sylvester 15 00
Betty Alden, Inc 7 75
J. Todesca 14 75
S. Rubin 7 75
John Kelly 2 50
Superintendent of Supplies 300 00
H. E. Russell 7 75
Mercantile Real Estate Trust 15 00
George Y. Berry 10 93
Elias Hirsch 8 61
Kenney Manufacturing Company 15 00
Charles Street Garage 15 50
Mark H. Lynch 10 00
P. J. Barrett 21 11
George Y. Berry 44 95
M. J. Kelly 7 50
Samuel Sperrazzo 7 75
Morse Real Estate Trust 7 75
C. L. Weiner 24 49
George Boyne 10 00
Fred T. Ley Company, Inc 7 75
Elias Hirsch 1 95
William D. Cahill 16 68
Joseph Schlossberg 6 05
$8,109 86
Public Works Department.
487
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491
Recapitulation. — Maintenance Detail, 1921-22.
Improved
Sewerage.
Outside
Improved
Sewerage.
Totals.
Labor
Contracts
Teaming, hired and city .
Waste
Fuel
Oil.
Packing
Valves
Transportation, etc
Horses, etc
Towing
Pipe fittings and miscellaneous. . .
Telephone
Automobiles, repairs and supplies.
Stock and miscellaneous supplies . .
Credits.
Outside Improved Sewerage.
Miscellaneous $14,899 53
Labor 18,166 00
Stock 9,800 21
$150,093 47
3,896 89
4,091 13
354 59
96,596 61
2,964 83
356 54
1,416 84
865 30
1,270 42
400 00
41,218 13
392 69
536 34
$203,204 56
69,184 76
21,490 24
16 30
1,759 90
1,498 01
1,031 11
9,541 49
357 01
5,286 11
32,085 62
$304,453 78
$345,455 11
42,865 74
$304,453 78
$302,589 37
$353,298 03
73,081 65
25,581 37
370 89
98,356 51
4,462 84
356 54
1,416 84
1,896 41
10,811 91
400 00
41,218 13
749 70
5,822 45
32,085 62
$649,908 89
42,865 74
$607,043 15
Supplies, Pumping Station, Calf Pasture.
3,213 pounds waste, 9| cents to 16 cents.
360f pounds packing, 40 cents to $1.80.
3,050| gallons engine oil, .477 cents to .565 cents.
1,023 gallons cylinder oil, 72 cents to 88 cents.
25 gallons lard oil, SI. 10 per gallon.
810 pounds greasB, 19^ cents.
400 gallons kerosene, 13 cents to 19 cents.
858 gallons turbine oil, .504 cents to .621 cents.
Fuel Entire Service.
10,29l242VV tons bituminous coal
213||^4 tons anthracite coal
,028 21
3,289 34
492
City Document No. 22.
Coal at Pumping Station, Calf Pasture.
Date.
Contractor.
Tons.
Paid in 1921-22.
Per Ton. Total.
1921.
Jan.
9....
Jan.
15... .
Jan.
8....
Jan.
10....
Jan.
12....
April
7...
April 11...
May
12...
June 22...
July
25...
Aug.
10...
Sept.
2...
Sept.
27...
Oct.
25...
Nov.
9...
John Donahue. Stevedoring
John Donahue. Stevedoring
New England Coal and Coke Company,
New England Coal and Coke Company,
New England Coal and Coke Company,
Castner, Curran & Bullitt, Inc ,
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc
Castner, Curran & Bullitt, Inc ,
Castner, Curran & Bullitt, Inc ,
Totals .
687^5
520JSJ8
492
923^°s
772JH8
781 £?&
788-A/&
925JH8
941JH8
9232<W\,
831JIJ8
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721IH8
10,291
/ $9 25
1 * 30
/ 9 25
\ * 20
/ 9 25
\ * 20
/ 9 32
\ * 141
/ 9 32
1 * 118
/ 9 32
{ * 265
/ 9 32
1 * 121
/ 9 32
I * 006
/ 9 32
[ * 281
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\ * 229
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\ * 279
/ 9 32
\ * 263
/ 9 32
\ * 307
$549 60
809 60
} 6,150
73
} 4,710
01
} 4,452
00
\ 8,475 29
} 7,111
70
\ 7,075
55
\ 7,252
31
} 8,622
40
1 8,513
28
} 8,393
71
} 7,518 77
1 8,886
37
1 6,506 26
$95,028 21
Public Works Department.
493
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Public Works Department. 495
SEWERAGE WORKS LOAN EXPENDITURES
FOR 1921-22.
South Boston.
Alger street, from Dorchester avenue to about 540
feet westerly
Farragut road extension, from East First street to
about 350 feet northwesterly ....
D street, from Claflin street to Fargo street and
outlet in Fargo street, from D street to about
30 feet northwesterly
Farragut road, from East First street to East
Second street, and East Second street, from
Farragut road to 0 street
Built 2,388.10 linear feet, 13 manholes, 17 catch-basins.
East Boston.
Murray court, from Orleans street to end of court, $259 41
Lubec street outlet in private land, between Cot-
tage street and existing conduit .... 28,576 71
Porter street, from Cottage street to Geneva
street, and Cottage street, from Porter street to
Gove street 8,869 47
$2,172 65
12,666
31
14,549
90
10,662 66
$40,051
52
$37,705 59
Built 650.31 linear feet, 8 manholes, 1 tide gate chamber.
Built 280 linear feet, open ditch.
Charlestown.
Stark street, from Roland street to Cambridge
street $1,656 58
Chelsea street, from Henley street to Chestnut
street 3,058 90
$4,715 48
Built 848.27 linear feet, 12 manholes, 4 catch-basins.
496
City Document No. 22.
Brighton.
Cambridge street, from Hano street to Witton
street .... .... $127 45
Chestnut Hill avenue, from Cleveland circle to
Commonwealth avenue, and Glenville avenue,
from Allston street to Greylock road . . . 74'
Larch street, from South Crescent circuit to Ken-
rick street
Bray ton road, from Kenrick street to Crescent
avenue
South Crescent circuit, from Crescent avenue to
Regent street, and South Crescent circuit and
private land, from Larch street to Regent street,
Market street, from Lothrop street to Washington
street 1,347 51
Murdock street, from North Beacon street to
Cushman road, and Cushman road, from Glen-
coe street to Dustin street 2,228 62
Private land and Babcock street, from Salt creek
outlet to Commonwealth avenue . . . 524 44
Private land (outlet for Algonquin road, Newton),
from Lake street to Newton line . . . 784 53
Melton road, from Wallingford road to Colonial
road . 5,144 76
Saunders street, from Guildford street to Cam-
bridge street, and Imrie road, from Cambridge
street to Playground 2,732 93
North Harvard street, from Empire street to
Parker avenue, and Parker avenue, from North-
Harvard street to Sorrento street
Cleveland circle
Allston Heights, from Cambridge street to Pidge-
mont street
Faneuil Valley brook and dredging of Charles
river
Burton street from Bellamy street to about 68
feet northerly
Built 2,498.88 linear feet, 22 manholes, 17 catch-basins.
1,560
7,230
29
74
1,019
16
2.832
37
71
57
$27,320 57
West Roxbury.
Stony brook conduit section No. 10
Hastings street from Centre street to Montview
street
Private land and private street (near Brook street)
from Canterbury branch of Stony brook to
brook, from Forest Hills Cemetery .
Carried forward
,432 94
258 81
448 88
L,140 63
Public Works Department.
497
Brought forward $64,140 63
Saville and Wren streets, from Park street to
Oriole street and Board of Survey street No.
664 from Wren street to Emmons road . . 32,004 25
South street, Lesher street, and private land and
Archdale road 1,116 33
Catch-basins and minor drains in various streets
in Boston 5,418 73
Castleton,street, from Jamaicaway to South Hunt-
ington avenue and Zamora street, from Castle-
ton street to about 415 feet southerly . . . 1,452 06
Williams street and Forest Hills street, from
about 220 feet southeast of Plainfield street
about 30 feet south of Williams street . . 4,540 76
Centre street, from South street to Spring street, 2,414 79
Chilton road, from Addington road to Weld
street and outlet in private land . . . 2,481 69
Anawan avenue and Allen wood street, from Beech
street to Pelton street 2,872 80
Washington street from Corinth street to Auburn
street 6,194 76
Catch-basins, manholes and minor drains in East
Boston, Brighton and West Roxbury . . 3,722 87
Roslindale branch of Stony Brook, private land
from Firth road to Murray Hill road, Firth
road from Florence street to about 370 feet l 51,534 30
north, private land from Firth road to Lyndall
street
Glendale road outlet section No. 1 and North
avenue 16,962 70
Catch-basins, manholes and minor drains in Dor-
chester, Brighton, West Roxbury and Hyde
Park 11,744 90
Bellevue street, from Howitt road to Robin street, 9,898 43
Sturges road, from Lagrange street to Bellevue
street 650 16
Metcalf street from Dudley avenue to Haskell
road, Corey street from Corey street to Park q 7^1 so
street, and Hastings street from Corey street to
Centre street
Alaric street from Centre street to about 250 feet
westerly 1,420 43
Arborway from Forest Hills street to Morton
street and Morton street from Forest Hills
street to a point 800 feet east of Morton road, 2,239 24
Wren street from Saville street to Robin street . 96 23
Eldridge street from existing sewer to Dale street, 495 84
$225,133 70
Built 15,950.55 linear feet, 96 manholes, 110 catch-basins.
498
City Document No. 22.
Dorchester.
Tenean street and private land 250 feet north of
Fulton street
Itasca street, from Oakland street to about 1,182
feet northwesterly ....
Kennebec street and outlet in private land and
Ruskin road
Private land and Banfield avenue, from Delhi
street to West Selden street ....
Private land, from Delhi street to about 176 feet
southeasterly
Catch-basins, manholes and surface drains in
Boston
Catch-basins and minor drains, Dorchester and
city proper . .
Fox Point road, from Savin Hill avenue to about
134 feet southeasterly and easterly .
Boutwell street, from 75 feet west of Queen street
to about 282 feet west, and Train street, from
Boutwell street to about 256 feet north
Whitten street, from about 350 feet west of
Adams street to Dorchester avenue .
Oakwood avenue, from Capen street to about
180 feet northerly, and Payne street, from Dor-
chester intercepting sewer to about 107 feet
westerly
Davenport brook in private land, between Marsh
street and Minot street, from existing concrete
conduit in Henderson road to about 510 feet
easterly
Ruxton road, from Rugby road to Ridge road
Elmhurst street, from Southern avenue to Norfolk
street
Freeland street, from Standard street to about
350 feet northerly
Rutledge road, from end of old sewer to about 110
feet northwesterly, Hyde Park ....
Sefton street, from Roanoke road to about 100
feet northeasterly, Hyde Park ....
Armandine street, from about 140 feet west of
Washington street, and private land 150 feet
northerly
Private land and land of Consumptives ' Hospital,
from Manchester street to West Selden street,
Balsam street, from Irma street to Blue Hill ave-
nue
Ashton street, from Arbutus street to Balsam
street
$269 92
2,145
37
381
58
1,422
17
867
15
368 09
210 40
27
15
3,729 38
7,249
19
1,196 98
23,347 43
1,426 01
1,323 54
2,340 42
1,132 72
4,871 59
2,755 11
Carried forward $55,064 20
Public Works Department.
Brought forward
Oakland brook in Montere avenue, Savannah
avenue, private land and Currier street .
Harmon street, from Randolph road to about 200
feet northwesterly
Mattapan street, from Almont street to about 100
feet northeasterly
East Cottage street, from Pleasant street to
Dawes street
Passageway at 891 Adams street .
Rockland avenue, from Grampian way to Caspian
way
Morton street, from West Selden street to Sum-
mit street 90 feet southeast of Fairmount street,
Built 6,685.57 linear feet, 43 manholes, 21 catch-
basins.
499
$55,064 20
636 72
1,420 88
1,491 42
614 19
20 00
50 00
$59,297 41
Hyde Park.
Loring street, from Foster street to Tyler street
and outlet in Glenwood avenue
River street, from Hyde Park avenue to Central
avenue
Roanoke road, from Kennebec street to about
120 feet northwesterly
Roanoke road, from Blake street to Weybosset
street
Seminole street, from Oakland street to Wood
avenue
Wood avenue, from Oakland street to Noah
street
Water street and Williams avenue and outlet in
private land between Neponset river and Water
street
Edgewater drive, from Burmah street to about
130 feet southwesterly
Tampa street, from Oakland street, Seminole
street .
River street, from Church street to Ellis street,
Private land, from River street to about 250 feet
easterly
Hyde Park avenue, from about 250 feet south-
west of New Allen street to about 550 feet
southwest
Wood avenue, from existing sewer 62 feet north-
east of Parker street to about 250 feet northeast,
Carried forward
$120 79
197 35
57 48
9,089 02
5,648 98
5,177 10
5,038 24
4,153 54
3,322 37
878 82
1,011 83
14,695 52
500 City Document No. 22.
Brought forward - . $34,695 52
Vanderbilt avenue, from Blake street to about
100 feet northwesterly 112 80
Irving street, from Hamilton street to Hyde Park
avenue • 618 60
$35,426 92
Built 5,013.95 linear feet, 31 manholes, 5 catch-basins.
City Proper.
Unity court, from Unity street to about 154 feet
westerly and northerly
Berkeley street, from St. James avenue to Provi-
dence street
Bridge court and North Anderson street, from
Parkman street to Cambridge street .
Catch-basins, manholes and minor drains in
Boston
Kneeland street, from Atlantic avenue to Wash-
ington street
Chatham street, from Commercial street to Mer-
chants row
Hull street, from 177 feet southeast of Snow Hill
street to 155 feet northwest ....
Catch-basins, manholes, and minor drains in
Boston
Charles street, from Beacon street to Cambridge
street
Catch-basins, manholes and minor drains in
Boston
Mt. Vernon street, from Charles street to Charles
River Embankment
Blackstone street, from Haymarket square to
Clinton street
Built 2,664.07 linear feet, 11 manholes, 108 catch-basins.
Roxbury.
Amory avenue, from Stony brook conduit to
Amory street
Grosvenor place, from Cliff street to about 266
feet south and southwesterly ....
Public Alley No. 909, from Hemenway street to
Massachusetts avenue
Cummington street, from Commonwealth avenue
to Boston & Albany Railroad ....
Carried forward $1,920 56
$132 66
711
20
900 40
746
81
1,036
14
15,135
61
1,261
96
16,562
16
6,212 30
1,701
60
2,714
51
1,914 90
$49,030 25
$689 05
321
71
533
34
376 46
Public Works Department.
Brought forward
Brookline avenue, from Beacon street to Audubon
road (Muddy river conduit) ....
Harrison avenue, from Eustis street to Palmer
street
Townsend street, from Warren street to about 460
feet northwesterly
Alleghany street, from Terrace street to Parker
street
Bickford street, from about 100 feet north from
Centre street .
Chesterton street, from Massachusetts avenue to
Allerton street
Peabody street, from Brookline avenue to Binney
street
Tilton street, from Fellows street to about 280
feet northwesterly
Alley No. 816, from St. Botolph street to about
275 feet southeasterly and outlet in St. Botolph
street
Alley No. 817, from Gainsborough street to about
370 feet westerly
Build 5,409.73 linear feet, 30 manholes, 8 catch-basins.
501
$1,920 56
203,446 57
5,406 25
8,559 10
3,348 88
632 45
6,224 94
1,080 01
4,487 46
5,183 11
160 00
$240,449 33
Sewerage Works Loan, 1921-22.
Engineers' salaries, general
Amount charged to construction of sewers .
,218 91
31,757 00
$118,975 91
Engineering Expense.
Labor
Teaming
Borings
Transportation
Supplies, etc.
$2,507 83
429 91
2,569 66
2,283 58
3,342 15
$11,133 13
Pumping Station Construction
Advertising
Labor
Contracts .
Professional services
Materials .
$7 20
815 00
96,325 59
2,860 10
335 30
$100,343 19
502 City Document No. 22.
Sundries.
Labor $2,256 21
Materials 6,471 38
Relocating water pipes 226 14
5,953 73
Court Executions and Awards on Account of Land-
takings, etc.
B. J. Connelly, private land and Norfolk street . . $300 00
Frank Zahn, executor, Temple street outlet . . 200 00
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Public Works Department.
511
Cost of Maintaining all Horses in the Sewer Service from February
1, 1921, to January 31, 1922.
Items.
28 Horses
Total Cost. Average Cost
per day.
Labor
Fodder
Shoeing
Veterinary services
Stable goods
Totals
$13,119 30
6,825 06
1,711 20
266 97
137 30
$1 283
667
167
026
013
$22,059 83
$2 156
SEWER SERVICE.
Summary of Sewer Construction for Twelve Months Ending
January 31, 1922.
District.
Built bv the
City by
Contract or
Day Labor.
Built by
Private
Parties.
Totil
Length.
Built.
City proper. . .
Roxbury
South Boston.
East Boston . .
Charlestown. .
Brighton
West Roxbury
Dorchester. . .
Hyde Park . . .
Totals . . .
Linear Feet.
1,230.07
5,961.32
1,994.91
650.31
776.27
1,921.88
13,215.68
7,276 . 55
4,088.49
Linear Feet.
142.30
77.00
59.88
Linear Feet.
1,230.07
5,961.32
1,994.91
650.31
918.57
1,921.88
13,292.68
7,336.43
4,088.49
Miles.
0.233
1.129
0.378
0.123
0.174
0.364
2.518
1.389
0.774
37,115.48
279.18
37,394.66
7.082
512
City Document No. 22.
Net Increase in Length of Sewers Between February 1, 1921, and
January 31, 1922.
District.
Length of
Sewers Built
During the
Twelve
Months
Ended
January 31,
1922.
Length of
Sewers Re-
built or
Abandoned
During the
Twelve
Months
Ended
January 31,
1922.
Net increase for the
Twelve Months Ended
January 31, 1922.
City proper. . .
Roxbury
South Boston.
East Boston . .
Charlestown . .
Brighton
West Roxbury
Dorchester. . .
Hyde Park . . .
Totals . . .
Linear Feet.
1,230.07
5,961.32
1,994.91
650.31
918.57
1,921.88
13,292.68
7,336.43
4,088.49
Linear Feet.
1,014.75
2,943.87
130.00
122.00
142.30
264 . 70
1,261.41
Linear Feet.
215.32
3,017.45
1,864.91
528.31
776.27
1,657.18
12,031.27
7,336.43
4,088.49
Miles.
0.041
0.571
0.353
0.100
0.147
0.314
2.279
1.389
0.774
37,394.66
5,879.03
31,515.63
5.968
Total Length of Sewers.
Miles.
Common sewers and surface drains previous to January 31, 1921
Net increase of common sewers and surface drains, between February 1,
1921 and January 31, 1922
946.07
5.97
Total common sewers and surface drains to January 31, 1922 ,
Intercepting sewers connecting with Metropolitan system to Janua.y 31,
1922
Boston main drainage intercepting sewers to January 31, 1922.
952.04
*6.81
*24.12
Grand total of common and intercepting sewers to January 31, 1922.
982.97
Total mileage of streets containing sewerage works.
582.62
* No additions during 1921.
Summary of Sewer Construction for Five Years Previous to
February 1. 1922.
1917.
1918.
1919.
1920.
1921.
Built by the city by contract
Linear
Feet.
80,828.46
4,155.90
Linear
Feet.
31,764.84
5,406.00
Linear
Feet.
57,105.04
387.20
Linear
Feel.
42,541.12
12.00
L'near
Feet.
37,115.48
279.18
84,984.36
37,170.84
57,492.24
42,553.12
37,394.66
Public Works Department.
513
Schedule of Catch=basins in Charge of Sewer Service, February 1, 1922.
DlSTRl' v.
Catch-Basin Data for Year
Ended January 31, 1922.
Catch-
Basins
Built or
Rebuilt.
Number
Abandoned
or Removed.
Net
Increase.
Total for Whole
City in Charge of
Se'.\ eh Service.
Previous
Report to
February 1,
1921.
Grand Total
to
February 1,
1922.
City proper. . .
Roxbury
South Boston .
East Boston. .
Charlestown . .
Brighton
West Roxbury .
Dorchester
Hyde Park
106
35
35
6
4
40
103
27
4
93
3
16
13
32
19
6
2
34
98
26
3
3,lb9
2,793
1,232
877
751
1,245
2,022
3,470
361
3.2C2
2,825
1,251
883
753
*1,279
t2,120
3,496
364
Totais.
360
127
233
15,940
16,173
* Exclusive of 236 in Commonwealth avenue.
t Exclusive of 58 in Washington street, between La Grange street and the Dedham line (State
Highway).
Equipment of Pumping Stations.
Calf Pasture Pumping Station.
One vertical beam and fly-wheel, triple expansion
engine of the Leavitt type; cylinders, 18| inches, 33
inches and 52f inches in diameter; two single-acting
pump plungers, each 60 inches diameter and 120-inch
stroke; capacity 72,000,000 gallons in twenty-four
hours with 40-foot lift.
Two vertical beam and fly-wheel compound engines
of the Leavitt type; cylinders 25^ inches and 52 inches
in diameter; two single-acting pump plungers, each
48 inches in diameter and 108-inch stroke; capacity of
each engine 35,000,000 gallons in twenty-four hours
with 40-foot lift.
Two steam turbine driven centrifugal pumps of the
DeLaval type, with a capacity of 56,000,000 gallons
each in twenty-four hours with a 40-foot lift.
Total horse power pumping engines, 2,050.
Total horse power station, including auxiliaries, 2,200.
Summer Street Pumping Station {Automatic).
Two submerged centrifugal pumps of the single stage,
single bottom suction vertical type. Capacity of each
514 City Document No. 22.
pump, 3,000 gallons per minute against 13-foot static
head when running 675 revolutions per minute.
Motor for each pump is a 20-brake horse power, 220
volts, 60-cycle, 3-phase vertical constant speed induc-
tion motor of the squirrel cage type.
Union Park Street Pumping Station (Automatic).
One 24-inch vertical submerged centrifugal pump,
capacity 15,000 gallons per minute against static head
of 13| feet when running 233 revolutions per minute.
Three 36-inch vertical submerged centrifugal pumps,
capacity of each 30,000 gallons per minute against a
static head of 13| feet when running 194 revolutions
per minute.
Motor for 24-inch pump is one 75-brake horse power
constant speed, squirrel cage, 3-phase alternating cur-
rent induction motor; synchronous speed of 240 revolu-
tions per minute, full load speed of 233 revolutions per
minute with alternating 3-phase, 60-cycle current at
440 volts.
Motors for the three 36-inch pumps are each 150-
brake horse power, with synchronous speed of 200 revo-
lutions per minute, full load speed of 194 revolutions
per minute; same description of motor and of current
as for the 75-brake horse power motor.
Hyde Park Pumping Station (Automatic).
One 3-B Priestman Ejector, capacity of 100 gallons
per minute against a static head of 12| feet, with two
gates, one inlet flap valve, one outlet check valve and
one operating valve.
One Worthington 1\ horse power motor.
Cost of Pumping.
Average cost per million foot gallons for pumping:
Volume (39,831.686 million gallons) by (times) lift 39.7
feet =1,581,317.943 million foot gallons for the year.
Labor cost included in total is based upon the follow-
ing force of forty-seven men :
One superintendent, one clerk, one electrician, one
carpenter, one blacksmith, two machinists, four laborers
and four engineers' watches, each including nine men.
Cost of city water not included.
Public Works Department.
515
ITEM8.
Cost.
Ci st per
Million Foot
Gallons.
$76,460 01
81,957 30
3,296 02
1,616 67
30,669 68
$0 04835
Coal
05183
00208
00102
01939
Totals
$193,999 68
$0 12267
Labor at screens
$6,908 00
$0 00437
Table of Approximate Quantities, Lifts and Duties at Calf Pasture
Pumping Station.
Month.
Total
Pumpage.
Gallons.
Average
per Day.
Gallons.
Minimum
Day.
Gallons.
Maximum
Day.
Gallons.
Aver-
age
Lift.
Feet.
Average
Duty, Foot-
Pounds per
100 Pounds
of Coal.
1921.
February
March
3,302,847,080
3,642,225,144
3,557,745,710
3,840,253,976
3,558,052,124
3,778,021,821
3,724,578,318
3,285,419,490
2,0S0,650,551
2,896,666,327
2,636,877,657
2,928,348,046
117,948,110
117,491,134
118,591,524
123,879,161
118,601,737
118,645,865
120,147,688
109,513,983
86,472,598
96,555,544
85,060,570
94,462,840
88,328,088
97,836,120
107,104,788
114,152,868
112,408,252
112,723,236
120,147,688
83,821,860
59,036,354
66,885,769
71,743,428
80,484,466
131,674,056
124,761,860
125,535,276
128,9OO,8S0
125,360,992
128,907,780
126,618,900
125,814,208
121,900,292
127,832,638
109,2 1
109,781,471
40.4
40.4
40.4
40.4
40.4
40.4
40.4
40.4
39.7
39.5
37.6
36.9
66,300,000
67,000,000
68,600,000
71,600,000
69,400,000
67,b00,000
68,600,000
07,600,000
75,300,000
74,100,000
81,400,000
S4,700,000
July
August
September
October
November
December
1922.
January
Totals
Averages
39,831,686,244
109,127,908
1,307,570,754
108,947,564
1,115,273,917
92,939,493
1,486,308,923
123,859,077
476.9
39.7
862,100,000
71,800,000
516
City Document No. 22.
Recapitulation.
Total gallons pumped February 1, 1921 to
February 1, 1922 39,831,686,244
Daily average gallons pumped February 1,
1921 to February 1, 1922 .... 109,127,908
Average dynamic head 39 . 7
Foot gallons 1,581,317,943,887
Number of foot gallons per 100 pounds coal . 8,509,577
Foot pounds per 100 pounds coal at 8.369
pounds per gallon 71,217,650
Total coal for pumping (pounds) . . . 18,582,847
Amount of Refuse Removed from Filth Hoist Chamber from
February 1,1921, to January 31, 1922, Inclusive.
Month.
Number
Cheeses.*
Weight.
(Pounds) .
February. .
March
April
May
June
July
August. . . .
September.
October
November.
December.
January .
1921.
1922.
168
140
130
84
126
28
91
181
241
181
218
203
87,128
30,940
28,730
18,564
27,846
6,133
20,111
40,001
53,261
40,001
48,178
44,863
Totals.
1,791
t395,811
* Cheeses — Average, 221 pounds.
t 197+1811—2000 tons.
Public Works Department.
517
SANITARY SERVICE.
Financial Statement.
Appropriation, maintenance $1,507,256 63
Transferred from the appropriation for Street
Cleaning and Oiling Service .... 30,791 35
$1,538,047 98
Expended during the year 1,536,633 27
Unexpended balance transferred to city treasury, $1,414 71
Income.
Statement showing amount of cash and bills deposited
with the City Collector from February 1, 1921, to
January 31, 1922, and credited to general revenue.
Tickets and bills for the removal of ashes and
waste
$97,072 02
Sale of manure
3,390 70
Labor and materials
23 85
Old material sold
100 00
Forfeiture on bid .
500 00
Total
$101,086 57
Amount Paid into the City Treasury During the
Year.
Removal of ashes and waste .
$97,054 10
Sale of manure ....
3,390 70
Sale of old material
139 49
Labor and materials
74 50
Forfeiture on bid ....
500 00
Refund
32 50
$101,191 29
518
City Document No. 22.
Total Cost of House Dirt, Waste, Rubbish and House Offal, 1921.
Salaries of division engineer, supervisor and
medical inspector $8,141 56
Office supplies and expenses, printing, stationery,
etc. 5,880 26
Ashes, waste and rubbish account . . 1,048,581 76
House offal account 382,82105
Annuities . . . . . $300 00
Retired veterans' pensions . . 2,506 04
Retired laborers' pensions . 12,966 64
Total
15,772 68
L,461,197 31
Construction Repairs and Horseshoeing
Account.
Expended for labor
Expended for stock
,289 51
25,216 67
105,506 18
$1,566,703 49
Work Done for Other Services.
Paving Service
Sewer Service .
Street Cleaning Service .
Water Service .
Bridge Service .
$7,584 88
1,817 86
16,187 51
4,255 92
224 05
10 070 °°
Total ....
. $1,536,633 27
Public Works Department.
519
Items of Expenditure for the Year 1921-22.
Salary, division engineer (in part)
Salary, supervisor (in part)
Salary, medical inspector (in part)
Salary, chief veterinary (in part)
Salaries, foremen
Salaries, yard clerks
Labor, collecting and disposing of house dirt and ashes
Labor, collecting and disposing of waste and rubbish
Labor, collecting and disposing of house offal
Labor and stock at stables and yards
Hired teams on ashes
Hired teams on offal
Contractor on ashes, East Boston, Brighton, West Roxburv, Dorchester and
Hyde Park
Contractor on offal, East Boston, Brighton, West Roxburv, Dorchester and
Hyde Park
Holidays, pay allowed
Vacations, pay allowed
Grain
Hay and straw
Medical attendance and pay allowed injured employees
Veterinary services and medicines
Outside wheelwright, blacksmith, horseshoeing, etc
Labor, stock and wheelwright, blacksmith, painting, etc
Repairs to stables and sheds
Fuel
Gas
Electric light and' power
Printing, stationery, office supplies, etc
Automobile expense
Automobiles.
Cost
Supplies .
Repairs .
Tires and tubes .
Gasolene
Chauffeurs
Storage
Totals.
South
Boston.
Electric
Truck.
$917 00
1.026 00
61 25
$2,004 2;
Brighton
Ford.
$553 00
49 86
6 67
76 50
$696 03
West
Roxbury.
Ford.
$553 00
102 04
25 57
12 81
74 00
$767 42
Dorches-
ter.
Ford.
$189 02
231 5.c
13 07
239 24
$672 88
Roxbury
Ford.
$283 44
217 37
27 25
213 35
S741 41
South
End
Ford.
Total.
$187 52
12 22
25 41
155 35
$380 50
$1,106 00
821 88
1,410 3S
78 54
681 94
1,026 00
137 75
$5,262 49
Telephone tolls and rentals.
Annuities
Retired veterans' pensions. .
Retired laborers' pensions. .
Horses
Rent
Tolls and fares
Total.
$1,667 67
1,748 12
1,083 33
887 50
20,823 28
2,316 63
448,897 68
32,305 05
211,328 17
67,315 91
120,401 87
4,322 30
245,336 13
90,455 33
70,797 41
25,633 36
18,044 95
25.5S6 24
12,950 17
773 29
13,734 47
62,807 49
4,585 99
5,494 95
546 80
3,916 90
5,611 18
5,262 49
770 93
300 00
12,966 64
2,506 04
14,060 00
1,020 00
378 00
$1,536,633 27
520
City Document No. 22.
Construction and Repair Shops, 1921-22.
For work done and materials furnished for other
services and for the Sanitary Service the different shops
received and expended the following amounts:
Wheelwright
Blacksmith
Paint
Harness
Horseshoeing — South End
Horseshoeing — West End.
Horseshoeing — Roxbury. .
Totals, stock and labor .
Stock and Labor.
Other Services. Sanitary
$5,324 26
8,762 51
6,760 00
4,460 95
2,362 50
1,800 00
600 00
$15,530
15,780
10,167
8,651
4,830
3,882
1,429
Total.
£20,854 42
24,543 24
16,927 54
13,112 68
7,193 40
5,682 50
2,029 39
),070 22
),273 04
),343 26
Foremen
$2,094 04
Clerk
920 43
Stockkeeper ....
1,494 45
Express teamster
1,040 00
Allowed time, holidays .
5,066 94
Allowed time, vacations
2,622 00
Medical attendance
899 17
Electric power
606 44
Auto truck ....
419 45
Total cost, maintenance
Income from other services
$15,162 92
$105,506 18
30,070 22
Net cost of shops $75,435 96
Detailed Accounts of Amounts Paid to the Sanitary
Service During Year Ending January 31, 1922, by the
Payment of Bills and Pay Rolls.
For repair and construction work . . . $25,511 44
For horseshoeing 5,029 25
For hay, straw, grain and board and care of
horses 1,040 00
For feeders, stablemen and watchmen . . . 1,040 00
For furnishing of prison vans and printing . 34 66
*$32,655 35
* Includes bill paid by the County of Suffolk for stock and labor, $2,500.84; Lighting
Service, 89.79; Penal Institutions, $74.50.
Public Works Department.
521
Horseshoeing by Services.
Kinds and Styles.
6
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311
4,086
749
147
3,332
198
3,065
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408
440
23
189
49
99
2
294
121
147
37
96
445
41
202
64
46
127
57
49
76
9,175
694
7,746
1,615
872
Pads
2
Cost of Horseshoeing.
Division
Shops.
Outside
Shops.
Stock
$3,749 38
5,063 50
$6,746 66
Labor
Totals
$8,812 88
$6,746 66
522
City Document No. 22.
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Public Works Department.
523
Force Employed on House Dirt and Ashes January 31, 1922.
>>
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Teamsters
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96
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5
7
4
29
2
160
Helpers
106
34
14
18
9
64
3
248
2
?,
Totals
233
51
19
25
13
93
5
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Force Employed on House Offal January 31, 1922.
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7
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2
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Totals
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6
9
13
10
31
3
172
Force Employed on Waste and Rubbish January 31,
1922.
City Force.
Number.
Inspectors
1
Teamsters
13
Helpers
26
Total. .
40
Amount of House Dirt and Ashes Removed.
Years.
Loads.
Cubic
Yards.
Tons.
1917
1918
1919
1920
1921
231,999
217,823
228,095
288,646
264,244
796,633
776,645
836,730
891,042
967,955
324,384
316,482
340,960
363,097
394,435
524
City Document No. 22.
Amount of House Offal Removed.
Years.
Loads.
Cubic
Yards.
Tons-
1917
1918
1919
1920
1921
40,729
39,494
38,054
40,881
47,711
102,449
96,317
92,042
100,865
118,237
60,744
56,836
54,300
59,507
69,182
Amount of Waste and Rubbish Removed.
Years.
Loads.
Paper
Carts.
Market
Wagons.
Cubic
Yards.
Tons.
1917
1918
1919
1920
1921
3,242
3,186
3,263
3,794
3,295
4,888
4,823
3,739
2,717
2,306
68,047
64,221
54,429
47,949
52,224
8,014
7,546
6,396
5,641
6,144
Number of Loads of Material Collected from February 1, 1916,
to January 26, 1922.
Years.
Ashes.
Offal.
R»bbish- Loadl
Tons.
1917
231,999
217,823
228,095
238,646
40,729
39,494
38,034
49,881
9,073
8,009
7,002
6,511
6,786
281,801
265,326
273,151
286,038
318,741
393,132
1918
1919
1920
380,864
401,656
428,245
1921
264,244
47,711
469,961
Capacity of the Carts and Wagons Used by Sanitary
Service, 1921.
Pounds.
Cubic Feet
2,038
67.5
4,075
135
4,075
135
1,400
146
2,200
219
2,260
54
4,130
94
8,150
270
Single ash carts
Double ash carts (city)
Double ash carts (contractor)
Paper carts
Paper wagons
Single offal wagons
Double offal wagons
Auto
Public Works Department.
525
Collected by Contract.
Ashes.
Offal.
Districts.
Double
Loads.
Auto
Loads .
Cubic
Yards.
Tons.
Double
Loads .
Auto.
( !ubic
Yards.
Tons.
East Boston
11,657
13,830
8,407
26,471
4,039
284
5,842
62,484
62,400
37,342
187,287
19,520
25,462
25,428
15,216
76,319
7,954
1,040
2,421
1,511
8,480
1,063
51
43
4,591
9,181
6,428
28,746
3,098
2,708
5,416
2,899
10,800
1,817
Hyde Park
Totals
64,404
6,126
369,033
150,379
14,515
94
52,044
29,640
Summary.
Material.
Cubic
Yards.
Tons.
369,033
52,044
150,379
Offal
29,640
526
City Document No. 22.
O
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7,954
1,063
1,817
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54,638
6,060
7,150
1,104
1,214
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75,566
12,349
14,171
4,531
3,997
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8,472
10,702
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76,319
8,480
16,800
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5,416
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Public Works Department.
527
Final Disposition of all Material, in Loads and Tons (2,000 Pounds),
Collection by the Sanitary Service, February I, 1921, to January
26, 1922.
Class of Refuse.
Boston Development
and Sanitary
Company.
Collected and
Disposed of by
Contractors.
o
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House dirt and ashes 1
226,027
320,375
41,582
56,342
6,786
6,144
38,217
74,060
6,129
12,840
264,244
394,435
Offal 1
47,711
69,182
6,786
\
6,144
[Loads
Totals I
(Tons
274,395
382,861
44,346
86,900
318,741
469,761
Note. — First item, loads. Second item, tons.
528
City Document No. 22.
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OT3
Cost of Collection and Disposal of Refuse by Day Labor Force in the City of Boston for the Year ending January 31, 1922.
Character op Refuse.
Cost per Ton bt Districts.
Cost of Districts.
Districts
and Pop-
ulation.
Tons
12,000
lbs.)
Total
Tons.
To Collect.
For Disposal.
Total
Collection
and Disposal.
To Collect.
Total Cost
to Collect.
For
Disposal.
Total Cost
of Disposal.
Total Cost
of Collection
Disposal.
Total Cost
per Capita,
Collection,
and
Disposal.
Where Disposed of.
[Mixed refuse, principally ashes (no kitchen wastes) . .
25,468
4,781
136
30,385
18,505
84,086
93,734
63,002
S3 1221
6 4267
6 4853
SO 0931
S3 2152
6 4267
6 4853
$79,512 93
30,726 16
882 00
$2,391 60
Boston Development and Sanitary ^Company.
Boston Development and Sanitary .Company.
Boston Development and Sanitary Company.
[Mixed refuse, principally ashes (no kitchen wastes) . .
$111,121 09
$2,391 60
$113,512 69
SI 3743
16,689
1,846
Av. $3 6603
$3 1197
7 9371
Av. SO 0931
Av. $3 7534
$3 1197
7 8371
52,065 09
14,467 38
Boston Development and Sanitary Company.
Boston Development and Sanitary Company.
Mixed refuse principally ashes (no kitchen wastes) . .
66,532 47
66,532 47
1 5074
71,695
11,594
797
Av. $3 5895
S3 1550
7 1413
11 7548
Av. S3 5895
S3 1568
7 1413
11 7548
S226.197 89
82,796 19
9,368 60
$1,334 00
SO 0018
Boston Development andJ3anitary Company.
Boston Development and Sanitary Company.
Boston Development and^Sanitary Company.
S (part) and 7
151,794
[Mixed refuse, principally ashes (no kitchen wastes) . .
318,362 68
1,334 00
319,626 68
1 2561
75,566
14,171
3,997
Av. $3 7811
$2 8855
5 1445
8 9231
Av. $0 0018
SO 03434
0 1811
Av. S3 7879
S2 9199
5 3256
8 9231
$218,048 S5
72,903 27
35,665 69
$2,595 52
2,566 97
Boston Development andjBanitary Company.
Boston Development and^Sanitary Company.
Boston Development and^Sanitary Company.
[Mixed refuse, principally ashes (no kitchen wastes) . .
326,617 81
5,162 49
331,780 30
2 5092
54,638
7,150
1,214
Av. $3 4844
$2 5516
3 5333
6 6269
Av. SO 0575
Av. $3 5419
S2 5516
3 5333
6 6269
$139,419 47
25,263 47
8,045 16
Contract, Boston Development and Sanitary Com-
172,728 10
172,728 10
144,000 00
2 1668
Av. 82 7417
Av. S2 7417
144,000 00
*
289,742
Av. S3 4315
Av. SO 5276
Av. S3 9636
$995,362 15
$152,888 09
$1,148,250 24
$2 5788
• The amount paid to Boston Development and Sanitary Company is for disposal of all refuse collected by the city force and Dorohester contraots. District 6 on page 528.
Total aB above $1,148,250 24
Add total of contract table page 528 388,383 03
Net amount of appropriation
Boston Development and Sanitary Company's
$1,536,633 27
oontract oalls for $156,000, less $12,000 paid for Ward StreetJDump.
Details of Collected Refuse in
Boston for the Year Ending January
26, 1921.
«
SB."
^HES.
GARBAGE.
W.STE ^D RUBBISH.
Cm.
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1 South Borto
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2.5
s
E
iz
81.
,07.,
26,63
26,68
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4.063
2
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s
1,80
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4.78,
::
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•'
7=
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2,200
1,
57
,65
■3.
76.809
WSBE
2 Eul Butoo
„..-:
-
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u.
2.708
IS
170
3 ChMlertown
25
,0,3,
1.585
2
""
535
( thtbu>„
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6,
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6,,8
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.
3.525
2.5
3.691
2
473
1:182
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76,,.
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2.899
6
3.26,
6.856
Bltl.1
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419
UMU
h.',;.i
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160,111
.2.3,9
24.6.6
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119
7. tah, 1
2.5
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50,820
7.074
,
7.160
2,66
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•'
602
8,l
,z
1,
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4,53.
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24.689
64.840
798
8.5
1.847
H
60.829
I85.«l
':.:
6.C«
2
734
10 North End and Wat E d /
43.369
184.086
...»:838
7 9M
003
,.03.
10
,.039
19.620
1.0.3
,.8,7
771
Totals
762.0.0
,69,87
77.8„
"••"
987..56
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.67.056
,»,«.
77.1,0
244,0=6
,60.37.
394,35
32,01
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47 711 11R217
37,76
2.066
29.6,0
.9,3.
3.2.5
2,3.6
3,0,
L3.336
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6144
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-61
Public Works Department.
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530
City Document No. 22.
CITY
F BOSTON CHARLES"
SANITARY DISTRICTS POP. 3-
1921 (4W
Z-EifOSTON
(42.00)
\
FIGURES SHOW ESTIMATED
MEAN 1921 POPULATION AND
POP. PER ACRE: ALSO.TOTAL
WEIGHT OF REFUSE AND COST
PER CAPITA FOR THE YEAR.
Public Works Department.
531
SEWER AND SANITARY DIVISION — STREET
CLEANING AND OILING SERVICE.
Items of Expenditure for Year 1921.
Street Cleaning Service.
General administration
$21,284 38
Salary of division engineer (in part) ,
$1,406 67
Salary of supervisor (in part) .
1,472 88
Salary of medical inspector
843 97
Printing
1,335 42
Stationery
327 98
Telephone
515 24
Postage
99 93
Transportation
68 38
Office items and incidentals
64 63
Annuity, chapter 569, Acts of 1898
— chapter 132 — 1920 .
600 00
Pensions, retired veterans
3,447 32
Pensions, retired laborers
7,975 82
Automobile repairs and mainte-
nance
3,126 14
General expenses other than general
administra-
tion
145,999 71
Wages of stablemen ....
$45,399 48
Wages of yardmen ....
5,519 00
Wages of watchmen ....
5,144 50
Wages of foremen's drivers
659 00
Wages of yard clerks and messengers
4,166 57
Hay and straw
26,507 07
Grain
17,479 02
Gas
29 62
Electric light
283 78
Veterinary services, and medicines .
1,723 30
Fuel
887 08
Horses
12,760 00
Horseshoeing
7,758 54
Harnesses, new and repairs
5,445 02
Wagon and carriage repairs
715 08
Stable and yards, rent of
1,850 00
Stable and yards, supplies
2,779 25
Carried forward ....
$139,106 31 $167,284 09
532
City Document No. 22.
Brought forward ....
Stable and yards, building repairs .
Care of horses
Automobile repairs and mainte-
nance
Operating expenses ....
District foremen, salaries of
Inspectors, wages of, on paved
streets, crossings, snow work,
patrolling, gutters, etc.
Inspectors, wages of, on ashes and
garbage
Laborers, wages of, on paved streets,
crossings, snow work, patrolling,
gutters, etc
Laborers, wages of, on ashes and
garbage ....
Hired autos flushing .
Electric car flushing .
Holiday and pay allowed
Vacations ....
Pay allowed injured employees
Dumps, rent of .
Snow license
Cart repairs
Water cart repairs
Tools and repairs
Vehicle supplies
Sweeping machine repairs
Push carts and barrels
Hoes, shovels, picks, etc. .
Snow plows ....
Flushing machines
Push brooms, teamster brooms, etc
Machine brooms
Sand
Freight . .
Sand sprinkler repairs
Flushing hose
Water cart hose .
Sand barrels
Refuse boxes
Paper cart repairs
Automobile repairs and mainte
nance
$139,106
3,303
249
31 $167,284 09
04
00
3,341
36
603,660 51
$20,476 52
28,721
09
6,791
53
336,346 98
51,284 50
34,189 75
5,325 00
55,108 51
20,130 78
4,858 86
268 85
500 00
7,698 60
1,486 78
364 33
628
85
3,895
839
27
41
1,762
193
04
76
661
51
3,768
4,854
557
85
00
23
22
51
3
08
278
29
49
17
168
00
1,180 69
30 01
11,215
76
$770,944 60
Public Works Department.
533
Street Watering and Oiling Branch.
General administration
$4,011
75
Salary of division engineer (in part)
$260 00
Salary of supervisor (in part) .
272 24
Salary of general foreman
1,894 36
Telephone
44 01
Carfare
Advertising
1 40
28 00
Stationery
60 62
Printing
360 51
Postage
18 47
Office items
495 03
Proportionate share of supervisor's
3
automobile ....
444 95
Proportionate share of division en
gineer's automobile
132 16
General expenses other than general adminis-
tration
1,177
23
Wages of stablemen, watchmen and
yardmen
$193 55
Hay, straw and grain
220 95
Wagon and carriage repairs
20 56
Yard and stable furnishings
72 59
Automobile repairs and mainte
nance
669 58
139,927
Operating expenses
83
Chief inspector ....
$1,417 84
Inspectors:
Water
7,334 78
Oil
383 39
Sanitary Service
5,282 66
Sanding
87 39
Labor:
Sanitary Service
129 00
Sanding
1,149 00
Calcide
48 00
Water
508 92
Oil
763 38
Holiday and allowed time
296 04
Vacations
443 56
Hired teams, water
45,803 92
Hired autos, water .
24,242 75
Electric car sprinkler, water
5,310 00
Hired teams, calcide
12 00
Road oil
36,414 70
$129,627 33
Carried forward ....
$145,116 81
534
City Document No. 22.
Brought forward .... $129,627 33 $145,116 81
Stand pipe, repairs and maintenance, 2,432 43
Tools and repairs .... 2 85
Water cart repairs .... 1,229 83
Electric car hydrants, established,
repairs and maintenance
Bicycle, new and repairs
Sand
Calcide
Gasolene
Auto oil
Vehicle supplies
Automobile repairs
nance .
1,961
54
1,540
1,052
1,128
125
7
73
35
11
90
04
17
50
and mainte-
765 59
Total
$145,116 81
Public Works Department.
535
DISTRIBUTION OF EXPENDITURES.
Removing snow ....
Snow work on crossing and gutters,
Flushing streets
Street patrolling by teams
Cleaning of subway passage
Street patrolling by push carts
Collection of refuse boxes
Cleaning of paved streets
Cleaning of macadam streets .
Cleaning of public alleys
Sanding of slippery streets
Work performed for Sanitary Service
,501 69
8,480 44
$35,239 54
1,386 54
168,863 57
7,801 28
$286,269 25
72,806 70
1,989 23
$37,982 13
59,925 63
213,290 93
361,065 18
6,235 02
92,445 71
Total expenditure, Street Cleaning Branch . $770,944 60
Oiling of public streets and ways
Watering of public streets and ways
Work performed for Sanitary Service
45,185 11
94,087 97
5,843 73
$916,061 41
Summary.
Items
Street Cleaning Branch.
1919-20.
1 920-2 1.
1921-22.
Street Oiling and Watering Branch.
1919-20.
1920-21.
1921-22.
Labor
Teaming
.Supplies and repairs
Totals
$527,877 17
17,339 31
123,602 40
$608,491 42
49,084 41
139,258 22
$602,839 45
39,514 75
128,590 4C
$20,567 53
53,912 03
47.(574 S2
$19,887 03
73,209 57
93,666 60
$20,730 19
75,368 67
49,017 95
$698,818 88
$796,834 05
$770,944 60
$122,154 38
$186,763 20
$145,116 81
536
City Document No. 22.
Cost of Snow Work and Volume Removed.
Districts
Snow
Crossings
and
Gutters.
Snow
Removal.
Total Cost
Single
Loads
Snow
Removed.
t
Cubic
Yards
of Snow
Removed.
Cost
per Cubic
Yards
of Snow
Removed.
South Boston
East Boston
Charlestown
Dorchester
Roxbury
Uptown
Downtown
Back Bay
North and West Ends.
Patrol System
§2,536 27
708 48
661 44
839 15
492 24
$750 75
1,775 47
702 71
166 52
83,287 02
2,483 95
1,364 15
1,005 67
492 24
252
678
232
64
756
2,034
696
192
$0 993
872
1 009
867
149 22
156 05
438 26
2,499 33
9,812 33
281 80
7,522 54
8,489 57
9,961 55
437 85
7,960 80
10.9S8 90
8,943
156
4,048
4,592
26,829
12,144
13,776
365
602
619
616
Totals. . .
Average .
;,480 44
$29,501 69
$37,982 13
18,965
56,895
$0 518
* Includes Sundays, paid time and one half; holidays, double time,
t Street Cleaning loads, 3 cubic yards each.
Snow Summary.
Cost of
Inspection,
Labor and
Teaming.
Cost of
all Other
Charges.
Total Cost.
Amount
of Snow
Removed.
Cost
per Load.
Cost
per Cubic
Loads.
Cubic
Yards.
Yard.
Snow crossings and
$22,453 03
8,083 39
$7,048 66
317 05
$29,501 69
8,480 44
18,965
56,895
$1 555
$0 518
$30,536 42
$7,365 71
$37,982 13
Machine Sweeping of Paved Streets and Macadam Gutters.
Paved Streets
Macadam Gutters.
Total Paved
Streets and
Macadam
Gutters.
Paved Streets.
«—» G—»
Paved Streets and Macadam Gutters.
LOADS OF DIRT REMOVED.
CUBIC YARDS OF DIRT REMOVED.
Districts.
Paved Streets.
Macadam Gutters.
Macadam.
Paved Streets.
Macadam Gutters.
Paved Streets and
Macadam Gutters.
Square
Yards
CtaSe.
Equivalent
Mik-igp
Roadway
Square
Yards
Clcined
Once.
Miles
r Linear-
'. Ivrirjf-ri
Square
Yards
Cleaned
and/
All
Total
Cost.
Cost per Cost per
Mile Thousand
30-foot Square
Rnadn-uv Yards
Cleaned. Cleaned.
and
Teaming.
All
Charges.
Cost.
Cost per
Mile
Cleaned
v'lr'r
Cleaned
Inspection,
Teaming.
All
Other
Charges.
Cost.
Cost per
Thousand
Square
Yards
Cleaned
^
Cost per
—
Cost per
~
Load"
Total
Cubic
Yards.
Per
Thousand
Square
Yarda.
Cul.io
Yard
Removed.
Cubic
Yards.
Per
rhon .-in.-]
Square
Yards.
Yard
Removed
Cubic
Yards.
Per
Th...j5.in,i
Cost per
Square
Yard
Removed.
21,481.590
12,124.678
18.918.242
4.452,200
17,362.070
20,762.558
04.862.734
8,174.000
70.753.111
1,220.544
688.902
1,074.9
252. 965
987.617
1,179.69
3,flSS 38!
464.431
4.020.06
6.926.712
5.501,552
2.827,401
1 ,811.877
1,041.96
451.546
535.492
702.034
505.311
19.150 39
7.412 31
16,771 74
17,355 10
7.575 85
58.069 93
$5 824 55
823,044 18
18.786 17
20,703 74
10,346 91
21,236 45
21,722 81
69,486 78
9,629 39
73,285 41
$18 8802
27 2694
24 8988
40 906
21 5027
18 414
IS 851
18 229
$1 0727
1 5494
1 4147
2 323
1 046
1 071
1 035
$9,847 12
14,363 33
0,200 32
7,336 27
4,057 32
6,200 52
$2,800 80
3,337 17
2,457 30
3,142 30
1,178 61
1,626 28
$12,647 92
17,700 50
8.657 62
10,478 57
5,235 93
7,826 60
$9 641
16 987
19 172
19 568
7 458
15 489
SI 825
3 631
3 706
$8,625 35
7,059 17
10,064 65
6,076 90
5,643 32
17,878 80
4,108 57
15,215 48
$1 256
2 70
1 662
2 S6
1 255
1 261
1 071
1 697
1 03S
4,295
4,190
2,393
1,522
2.670
2,704
6,317
804
8.883
$5 365
4 463
11 184
6 798
7 953
5 033
10 999
11975
8 25
2,924
730
2,276
652
1,032
$5 576
6 053
11 859
4 603
8 03
7 584
6,563
7.114
3.123
3,798
3,322
3,736
6.317
1,904
8,883
$5 438
5 128
11 342
5 483
7 909
10 999
10 445
8.25
8«fi
$2 682
2 241
5 592
3 399
3 974
4 016
5 499
5 98J
4 125
4,536
5,848
1,460
4,552
1,304
2,064
.654
1.082
.612
1,609
.351
.773
$2 788
3 026
2 301
4 015
3 792
13.126
14,228
6,246
7.596
7,472
12,634
3,808
17,766
462
21
11
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102
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430
862
718
753
230
407
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7
17
722 00
607 35
934 60
164 71
367 71
878 80
053 54
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427 50
356 71
748 58
829 06
555 62
607 98
780 18
069 93
36
35
26
69
19
73
486 67
421 36
825 48
472 38
549 61
486 78
888 75
285 41
8
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5
12
17
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786
044
340
Ills
634
60S
691
252
307
26
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251
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315
192
3 984
3 954
Downtown
5 499
3.544,193
671.24*
6,204 33
2,055 03
.0,5,30
15 284
.,00
9 326
2.200
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4 663
North and West Ends
Totals
238.911,183
13.574 .491
27,557,000
5.219.468
$210,233 10
$64
$274,301 84
$56,209 21
$16,697 49
$72,806 70
$"66
„
$80,666 23
$347
in- -i
33,778
10,982
44,760
--,.
21,964
89,520
Averages
$20 207
$1 148
$13 949
$2 641
SI 302
$8 12
$6 62Q
$7 754
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540 City Document No. 22.
APPENDIX E.
REPORT OF THE DIVISION ENGINEER OF
THE WATER DIVISION.
February 1, 1922.
To the Commissioner of Public Works:
I respectfully submit the following report of the
operations, income and expenditures of the Water
Division for the past year.
The pipe laying work done again accurately reflects
the general economic conditions; 2.33 miles were laid
and 7.40 miles were relaid. This work was divided as
follows: Approximately 4,000 feet of pipe were laid, on
account of new building construction, in extension of
existing distribution system. Approximately 8,000 feet
in anticipation of permanent paving, in extension of the
high service supplying sprinkler systems and fire pipes,
and for the improvement of the domestic service. The
balance of the pipe laying, approximately 7.5 miles,
consisted of relaying mains inadequate to furnish a
sufficient fire supply.
Another index of the lack of development existing
throughout the city for the past four years is the number
of service pipes laid each year:
In 1921, 294 services were laid.
For the past four years the average per year was 213.
For the year 1917, 645 were laid.
For the period 1912 to 1916 the average was 1,330.
It is encouraging to be able to state that a marked
increase in activity, as shown by new service pipes
installed, has been in evidence during the latter part of
the last year.
Two hundred and thirty linear feet of 30-inch pipe
was laid in Harrison avenue on the bridge over the
Boston & Albany Railroad and the New York, New
Haven & Hartford Railroad connecting the two ends of
the 30-inch line laid in 1916-17. The completion of this
main affords a second high service supply to the city
Public Works Department. 541
proper and insures an adequate supply for the high
service area in the event of a failure of the 42-inch main
in Huntington avenue, Clarendon street, Newbury
street, etc.
An innovation was made in the practice of the Water
Service by the relaying of 2,500 linear feet of 24-inch
pipe (laid in 1887) with 36-inch pipe, in Perkins street,
West Roxbury, from Prince street to a point near the
Jamaicaway. The 24-inch pipe was salvaged by burn-
ing out the joints with an oxy-acetylene torch, the
average time per joint being twenty minutes. The old
pipe was laid in sand and gravel and was found to be in
practically perfect condition and entirely suitable for
service in a new location. The total cost of the 36-inch
line was $46,356.91; the value of the 24-inch pipe
removed is credited in the department accounts at
$23,374.35.
One thousand four hundred linear feet 16-inch high
service pipe was laid in Dudley street easterly from Blue
Hill avenue. This work is part of a contract for laying
2,400 linear feet extending from Blue Hill avenue to
Magnolia street. The work was unfinished when winter
set in.. When completed it will greatly strengthen the
high service system in that section of the city.
The larger part of the relaying done to improve the
fire protection was as follows:
In South End between Dover street and Massa-
chusetts avenue: 3,296 linear feet 6 inches relaid with
12 inches; 2,409 linear feet 6 inches relaid with 10
inches; 1,155 linear feet 6 inches relaid with 8 inches;
374 linear feet 4 inches relaid with 6 inches.
In Roxbury: 4,837 linear feet 6 inches relaid with 12
inches.
In East Boston: 5,286 linear feet 6 inches relaid with
10 inches.
In Dorchester: 5,300 linear feet 6 inches relaid with
10 inches and 12 inches.
Relaying must constitute a part of the yearly program
of work, at least until the entire system is strong enough
to satisfy the reasonable demands of the Fire Depart-
ment. This fact is apparent when the increase in the
amount of water necessary to supply the modern motor
pumping engines over that required fifty years ago, is
considered.
Other improvements in the distribution system are:
The section in Hyde Park between River street and
542 City Document No. 22.
the Neponset river, from the Dorchester town line
westerly to Massasoit street, was greatly strengthened
by laying 4,100 linear feet of 8-inch 10-inch and 12-inch
pipe, affording a second feed main and abolishing a
number of dead ends of small pipes which have given
much trouble in the past from freezing.
Three thousand one hundred and fifty linear feet of
laying and relaying was done in the Bellevue Hill
District, West Roxbury, affording a second supply main
from the reservoir on the hill to the Metropolitan Hill
District and to Hyde Park, as well as greatly improving
the fire protection.
Twenty-two thousand six hundred and sixty-nine
linear feet of 6-inch and 12-inch pipe was cleaned by the
National Water Main Cleaning Company of New York
in East Boston and 11,721 feet of 12-inch pipe was
cleaned by the same company in Brighton; large
quantities of sediment and incrustation being removed
in all cases with the result that the original carrying
capacity of the pipes was restored.
During the year the Pitometer Company completed
the water waste survey of the South Boston and the
South End Distribution Systems unfinished in 1920,
and also completed a survey of the high service of the
city proper, Roxbury and the greater part of Dorchester,
together with a small portion of the Roxbury low service.
This work (exclusive of that in South Boston and the
South End) covered 269 miles of mains and resulted in
a saving of 5,586,000 gallons of water per day through
the actual stoppage of existing leaks located by the
Pitometer Company and repaired by men of the Water
Service. None of these leaks gave surface indications
and all of them would have remained undetected with-
out a special survey.
Further detailed information regarding the operations
of the Distribution, Income and Meter Branches will be
found in the tables published herewith.
Public Works Department.
543
WATER DIVISION, 1921-22.
FINANCIAL STATEMENT.
Receipts.
Sales of water
Service pipes and repairs ....
Fire, motor, and elevator pipes and repairs
Refund of appropriation for Income Branch
Fees for summonses
Labor, materials for miscellaneous work
Sales of old materials ....
Water posts and street watering hydrants and repairs
Shutting off and letting on water for nonpayment
Damages to automobiles
Relocating main pipes
Interest on bank deposits
Damages to hydrants
Sales of merchandise
Board of horses
Sales of gasolene .
Rent of conduit, Congress street
Testing meters
Refund on pump
Delivering water
Refund on cement
Refund on bill
Refund on freight
Use of meter
Total income
Transferred to City Loan account to pay
Hyde Park water debt $16,000 00
Transferred to City Loan account to pay
general city debt 145,000 00
Transferred to credit of Collecting Depart
$3,407,579 24
19,734 81
18,044 84
8,000
00
4,646 53
3,686 04
3,023 89
2,259 80
1,700 00
1,441
934
07
64
649
90
523
76
195
72
180
00
173
01
100
00
79
76
33
03
29
73
21
75
13
41
6 00
2
00
$3,473,058 93
Uielit
Net income
Expenditures.
Current expenses and extensions
Interest on water loans ....
Refunded water rates ....
Metropolitan water assessment
34,596 76
$1,232,-11 8 76
11.S52 66
928 47
1,958,528 33
195,596 76
3,277,462 17
Total expenditures, 1921-22
Balance, January 31, 1922.
3,233,728 22
$43,733 95
544
City Document No. 22.
Details of expenditures under appropriation for cur-
rent expenses and extensions for the fiscal year ending
January 31, 1922. (From revenue.)
Extension.
Construction of new mains
$77,235 21
Replacement of old mains
172,471 19
New hydrants ....
4,583 84
Total extension .
. $254,290 24
Maintenance.
Office and Engineering Branch:
Salaries and wages .
$51,263
12
Traveling expenses .
962
97
Printing, stationery and post-
age
2,535
76
Miscellaneous ....
991
64
$55,753 49
Income Branch:
Salaries and wages
$122,799
78
Traveling expenses .
1,967
03
Printing, stationery and post-
age
5,202 2
Miscellaneous ....
1,928
38
131,897 46
Distribution Branch:
Salaries and wages .
$31,779
49
Traveling expenses .
461
17
Printing, stationery and post-
age
1,531
66
Miscellaneous ....
1,985
75
35,758 07
Meter Branch:
Salaries and wages .
$15,291 03
Traveling expenses .
26 05
New meters and setting
39,487
53
Meters, repairing, resetting,
testing, etc
36,013
17
Printing, stationery and post-
age
371
57
Shops
16,530
85
Investigations ....
42
30
Holidays
5,191
62
Laborers' vacations.
1,393
71
Miscellaneous ....
1,183
56
115,531 39
Waste Prevention Branch:
Salaries and wages .
$9,132 76
Traveling expenses .
365
55
Printing, stationery and post-
age
26
40
Miscellaneous ....
58
95
9,583 66
Inspection of castings
1,291 73
Damages
4,459 80
Yards
61,566 58
Shops
22,065 99
Carried forward .
$437,908 17 $254,290 24
Public Works Department.
545
Brought forward .
Stables :
Labor
Hay and grain . . . .
Board of horses
Vehicle repairs .
Horseshoeing . . . .
Veterinary services .
Harness repairs
Light, $91.96; Building re-
pairs, $14.27 . . . .
Equipment .
Coal
Miscellaneous .
$437,908 17 $254,290 24
$11,593 64
4,384 39
2,192 78
992 47
873 89
543 84
149 65
136 23
30 25
28 14
47 51
20,972 79
Tools and repairs 10,563 51
Main pipe relocation 9,463 99
Main pipe repairs 73,986 40
Service pipes, new 33,611 87
Service pipes, changes in size and location 7,173 01
Service pipes, repairs 71,229 32
Hydrant changes in style and location 21,329 91
Hydrant, repairs 47,562 54
Water posts, new 434 68
Water posts, changes in location . . . 186 04
Water posts, repairs 1,474 55
Fountains, new . 409 70
Fountains, changes in style and location . . 181 23
Fountains, furnishing ice 1 20
Fountains, repairs 2,143 87
Holiday 41,938 28
Investigations 1,172 61
Shutting off and letting on water 18,051 26
Accommodation work 4,077 06
Work on account of Office and Engineers'
Branch ((by Distribution Branch) . . 19 25
Work on account of Income Branch (by Dis-
tribution Branch) 457 77
Work on account of Meter Branch (by Dis-
tribution Branch) . . . . 858 04
Work on account of Waste Prevention
Branch by Distribution Branch)
AN ork on account of new meters (by Distribu
tion Branch)
Work on account of meter repairs (by Dis
tribution Branch)
Launch ' ' Watercrest," repairs and supplies
Pensions paid Civil War Veterans .
Pensions paid retired laborers
Vacations allowed laborers, mechanics, etc
Compensation allowed injured employees
Emergency service
Harbor service
Taxes ....
Medical inspector.
Bridge Service
Pitometer waste Burveys
Breed's Island tower
Delivering water .
Garage ....
Carried forward . $943,103 31 S254.290 24
11,904 05
:».734
57
7,363
78
533 03
7.770
31
17,885
56
1.-..704 61
4,330
97
29,138 26
5
25
204 40
500 00
220 98
33,166
67
1
12
1
00
3,431
70
546 City Document No. 22.
Brought forward $943,103 31 $254,290 zi
Automobiles 37,505 64
Total maintenance 980,608 95
Merchandise sold $7,082 45
Stock consigned to junk 1,842 07
g Q24 52
Stock purchased 302,338 77
$1,546,162 48
Less stock used and disposed of 313,743 72
Total expenditures from appropriation for current
expenses and extensions $1,232,418 76
Comparative Table of Receipts and Expenditures.
Receipts
1912-13.
1913-14.
1914-15.
1915-16.
1916-17.
1917-18.
1918-19.
1919-20.
1920-21.
1921-22.
82,906,569 76
75,674 49
$2,947,210 88
84,389 48
$2,923,719 09
69,922 86
$2,859,707 92
84,977 77
$3,037,974 66
71,374 55
$2,872,867 89
79,223 75
$2,998,922 73
50,529 81
$3,244,542 57
54,111 33
$3,364,937 04
64,598 71
$3,407,579 24
65,479 69
$2,982,244 25
$3,031,600 36
$2,993,641 95
$2,944,685 69
$3,100,349 21
$2,952,091 64
* 4,826 39
$3,049,452 54
$3,298,653 90
$3,429,535 75
$3,473,058 93
$2,982,244 25
$3,031,600 36
$2,993,641 95
$2,944,685 69
$3,100,349 21
$2,956,918 03
$3,049,452 54
$3,298,653 90
$3,429,535 75
$3,473,058 93
$64,521 97
274,580 54
$274,580 54
340,819 49
$340,819 49
t 1S4.470 24
$184,470 24
1 135,014 40
24,500 00
259,046 70
$135,014 40
t 87,146 19
25,774 00
407,823 86
$87,146 19
t 25,087 31
27,264 14
16,000 00
35,000 00
$25,087 31
t 3,487 83
26,165 88
124,263 96
30,000 00
t $3,487 83
43,733 95
34,596 76
30,317 74
390,095 22
33,570 54
209,958 26
4,434 20
17,000 00
200,000 00
355,650 26
200,000 00
161,000 00
Transferred to appropriation for service
Expenditures.
1912-13.
1913-14.
1914-15.
1915-16.
1916-17.
1917-18.
1918-19.
1919-20.
1920-21.
1921-22.
t $835,072, 00
$899,338 91
85,945 40
. 1,842,127 65
118,673 48
1,275 97
$894,170 14
128,584 36
1,676,038 11
94,615 02
933 31
$904,135 19
49,455 84
1,665,006 20
91,259 22
738 38
$917,823 64
47,868 21
1,669,432 79
87,866 59
628 33
$1,045,543 65
97,058 88
1,752,004 76
80,494 28
611 20
$1,055,842 87
51,599 48
1,741,008 84
71,268 00
962 99
$1,010,634 32
3,487 83
1,805,104 07
61,162 73
1,339 82
$1,253,166 33
18,85,924 91
45,874 33
1,041 38
$1,232,418 76
Service and relaying mains
Metropolitan water assessment
1,792,123 83
137,875 37
2,680 28
1,958,528 33
41,852 66
Refunded water rates
928 47
$2,767,751 48
$2,948,361 41
$2,794,340 94
$2,710,594 83
$2,723,619 56
$2,975,712 77
$2,929,682 18
$2,881,728 77
$3,186,006 95
$3,233,728 22
* Transfer from Reserve Fund.
t Balance of appropriation for service mains and relaying mains.
+ Amount expended for current expenses and extensions; there being one appropriation only.
Public Works Department.
547
COST OF CONSTRUCTION AND CONDITION OF
WATER DEBT.
Cost of construction to February 1, 1922
Cost of construction to February 1 , 192 1
Increase during the year ....
Outstanding loans February 1, 1921, at 3£
per cent
Outstanding loans February 1, 1921, at 4
per cent
Outstanding loans February 1, 1922, at 3?
per cent
Outstanding loans February 1, 1922, at 4
per cent
$18,477,849 17
18,223,558 93
$254,290 24
$5,000 00
741,350 00
$5,000 00
604,350 00
Decrease during the year ....
The Water Sinking Fund February 1, 1921 was
The Water Sinking Fund February 1, 1922, was
Decrease during the year ....
$746,350 00
609,350 00
$137,000 00
S74f 1,350 00
609,350 00
$137,000 00
Net Water Debt February 1,1921
Gross Water Debt February 1, 1922 . $907,350 00
Less Sinking Fund February 1, 1922 609,350 00
Net Water Debt February 1,1922
Decrease during the year
Stock on hand February 1, 1921
Stock on hand February 1,1922
Decrease during the year
Cochituate Water Sinking Fund receipts, 1921-22:
Interest on investments
Interest on bank deposits
Cost of existing works on January 31, 1922 :
Pipe yards and buildings
Engineering expenses
Distribution system (additions during the rear,
$254,290.24) '
Hyde Park waterworks
$314,000 00
298,000 00
$16,000 00
$423,096 00
385,879 68
$37,216 32
$24,604 28
3,421 45
$28,025 73
$94,832 16
57,873 58
17,857,143 4:-!
468,000 00
.S1S.477.S49 17
548
City Document No. 22.
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Public Works Department.
551
Income Branch.
Statement of Each Year's Water Rates, 1903 to 1922, as of
January 31, 1922.
Account op
Yeah.
Amount
Assessed.
Amount
Abated.
Amount
Collected.
Outstanding.
1903
1904
1905
1906
1907
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
1920
1921
1922
$2,386,428 02
2,391,751 16
2,446,978 39
2,524,205 25
2,619,031 00
2,645,962 55
2,694,408 57
2,846,000 66
2,863,501 75
3,001,771 87
3,004,331 52
3,034,885 83
2,960,797 45
3,130,580 28
3,120,870 86
3,359,683 75
3,210,036 71
3,501,919 72
3,591,287 58
336,497 61
$58,080 51
39,071 22
36,107 08
37,599 28
34,959 33
36,939 32
49,407 44
117,818 49
65,439 47
49,937 87
37,213 39
23,521 74
15,084 24
16,118 55
18,912 53
96,725 56
25,090 20
58,887 91
19,065 51
$2,328,347
2,352,679
2,410,871
2,486,605
2,584,071
2,609,023
2,645,001
2,728,182
2,798,062
2,943,402
2,954,183
2,970,232
2,902,946
3,058,202
3,035,326
3,186,997
3,090,866
3,333,871
3,063,527
62,430
$8,431 52
12,934 51
11,131 27
42,766 25
56,259 26
66,632 21
75,960 50
94,079 79
109,160 70
508,694 28
274,067 26
Elevator, Motor and Fire Services
Total number of elevator services in use January 31, 1922
Fire services installed during year
Total number of fire services in use January 31, 1922
Total number of motor services in use January -i\ , 1922
Xumber of motor services metered
514
105
2,077
96
20
552
City Document No. 22.
Complaints and Water Turned Off and On.
Complaints, no force, stoppage, etc.
Water turned off and on:
Repairs of services
Vacancy
First time
Non-payment
Waste
5,468
1,511
432
3,469
• 7
759
10,887
Total.
11,646
Meter Branch.
Table No. I. — Statement of Work During the Year.
m
w
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a
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«
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Changed.
T3
a
a
a
■a
43
CO
S
M
Make.
S
o
a
.2
'■Sg
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p
n
1,036
1,252
33
96
22
11
14
1
10
15
57
20
4
2
3
1
1
3,242
1,627
238
164
139
137
60
18
35
10
6
1
558
2,408
2,361
183
126
85
49
60
16
23
1
1
2
342
1
596
5,486
2,274
476
328
278
274
120
36
70
20
12
10
1,118
8
1,386
2,334
1,640
27
77
96
231
104
21
55
9
2
140
286
6
8
1
3
4
1
1
294
Worthington disc
132
40
10
41
8
7
Trident
1
3
30
194
12
1,041
1
724
22
28
65
3
872
1
18
1
4
Totals
3,556
101
6,254
6,254
11,896
6,362
500
638
Public Works Department.
553
Table No. II.
Meters in Stock February 1, 1922.
Make.
Diameter in
Inches.
Totals.
f
i
1
1!
2
3
4
6
406
56
10
35
11
57
10
3
7
2
1
13
9
1
4
5
536
80
14
2
1
4
1
7
4
1
6
1
6
1
18
631
128
32
143
12
58
5
553
232
15
2
4
3
7
20
2
10
7
2
1
663
157
2
41
164
Trident
12
5
3
145
4
63
1
9
1
2
13
2
16
7
728
9
256
1
1
Totals
2,266
227
112
35
51
24
13
14
2,742
554
City Document No. 22.
Table No. ill.
Meters in Service February 1, 1922.
Make.
Diameter in Inches.
i
i
1
li
u
2
3
4 6
8
10
12
Totals.
Hereey diso
42,910
385
3,013
358
1,455
227
1
699
183
259
161
110
62
3
75
3
10
12
43
25
16
52
1
13
22
10
48,491
1,414
59
Hersey rotary
12
4
2
Crown
592
420
321
198
451
224
106
4
9
36
81
12
485
313
124
70
4
30
22
22
1
206
39
14
4
2
10
2
174
37
18
5
8
41
2
1,373
847
Nash
Lambert
2
1
531
1
226
62
Worthington disc
10,274
191
10,383
308
9
1
13
242
727
1
1
151
3
2
5
161
1
3
4
6
1,547
6
2
3,561
6
Watch Dog
105
2
49
12
9
1,722
g
111
3
251
48
45
4,016
8
1
7
B. W. W
1
1
1
1
Totals
60,807
5,002
2,570
1
1,224
760
285
147
51
12
4
2
70,865
Table No. IV.
Meters Purchased.
Make.
Diameter in Inches.
Totals.
8
I 1 1»
2
3
4
6
1
1
10
10
1
3
4
1
25
1
Watch dog
2,000
250
50
25
2,350
Totals
2,000
250
50
26
25
10
2
3
2,366
Public Works Department.
555
Table No. V.
Meters Condemned.
M.ui
Diameter in Inches.
Total*
1
1 '
U
2
3
4
4
4
8
5
3
?,
6
3
7
Empire
8
2
5
1
2
3
1
19
3
3
1
1
9
1
1
1
3
4
1
8
6
1
7
Totals
36
14
9
3
2
4
1
69
Table No. VI.
Meters Repaired in Service.
Make.
,M
^s
3
Hi
3
V
o
hj
a
i
C
'H.
73
a
3
o
O
'i
Hersey disc
WorthiiiKtim di.~c
Crown
American
Hersey rotary
Nash
Lambert
Trident
Keystone . . .
Detector
King
Hersey compound .
Watch dog
Totals
63
.'1
L6
22 112
L6S
50
5
94
26
1
13
3
6
2
1
19
2
4
2
2
2
5
1
1
1
1
2
69
:;
3
1
367
95
12
294
132
4(1
10
41
8
7
1
3
30
65
3
4
638
556
City Document No. 22.
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Public Works Department.
557
Table No. VIII.
Causes for Meters Changed.
Make.
s
M
a
■s
1
•1
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8
u
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fa
0
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d
a
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55
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18
26
20
9
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1
74
1
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1
17
1
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1,750
91
98
66
19
3
835
24
98
5
288
26
2
43
2
3
456
8
19
22
17
3
1
315
1
19
2
146
161
1
8
11
2
368
6
15
12
4
10
2
1
1
1
5
243
13
22
5
5
1
1
57
3
10
3,242
139
238
137
3
1
60
Trident
18
6
5
3
2
3
3
2
1
2
71
1
7
254
3
10
11
1
1,627
35
164
10
21
67
2
13
558
1
4
1
1
3
8
18
1
Totals
421
3,282
88
8
5
1,010
286
747
28
6
373
6,254
Table No. IX.
Meters Applied.
Make.
Diameter in
Inches.
Totals.
1
I i
1
13
2
3
911
1,238
167
80
61
1
3
16
41
3
21
12
7
2
7
3
1
4
1,036
1 ,2.r>2
194
96
Trident
1
1
2
3
6
10
10
15
822
12
6
4
2
4
8
1
22
1
11
10
1
3
1
9
14
1
6
33
15
24
12
8
6
872
Totals
2,364
133
90
40
18
11
3,556
558
City Document No. 22.
Waste Prevention Branch.
The following tables gives in detail the operations of
this branch during the past year:
Table I.
Premises examined. .
Special examinations
Waste reports
Re-examinations
Found repaired
Not repaired
11,482
310
1,989
1,671
1,324
347
Table II.
Defective Fixtures.
Tank fixtures leaking
Faucets
Pipes inside
Pipes outside
Metered premises leaking
Gates leaking
Wilful waste
Fountains leaking
817
934
145
91
425
10
3
4
Public Works Department.
559
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560
City Document No. 22.
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ected
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Public Works Department.
561
Table No. III.
Total Number of Hydrants in System January SI, 1922.
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CO
f
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e
3
494
4
368
2
48
42
60
581
9
508
281
6
453
2
851
15
484
8
1,150
1
222
15
204
9
49
37
261
65
66
39
16
10
1,529
58
77
1,482
1 3
18
182
512
35
1
13
16
1
14
1,644
17
34
60
288
893
2
22
4
18
27
fi
25
2
5
10
220
165
1
24
716
8
280
23
2,296
14
112
3
37
8
98
13
7
663
45
16
1
40
1
2
232
160
28
15
510
43
2
351
56
24
7
13
138
55
1
461
4
7-'
1
20
6
2
3
3
9
21
6
2
1
4
1
4
9
Total number (public)
Total number (private and
1,411
30
591
4
3,305
21
3.955
136
261
1
7
13
138
55
1
4
160
115
9,829
379
562
City Document No. 22.
Table No. IV.
Total Number and Aggregate Length of Service Pipes of Various Sizes
Connected with System, January 31, 1922.
Size.
Total Number.
Aggregate Length
in Linear Feet.
J-inch. . . .
f -inch
J-inch
1-inch. . . .
lj-inch. . . .
If -inch. . . .
2-inch. . . .
2j-inch. . . .
3-inch. . . .
4-inch
6-inch. . . .
8-inch. . . .
10-inch
12-inch
16-inch
Totals
6,920
85,111
3,533
5,451
524
1,581
2,170
12
951
2,480
187
58
12
17
158,386
2,375,012
121,018
195,958
15,934
48,279
67,777
267
27,534
73,682
22,980
4,059
1,665
3,558
448
109,012
3,116,557
Public Works Department.
563
Table No. V.
Fountains in Service January SI, 1922.
-
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m
CO
CO
CO
City proper . . .
Roxbury
West Roxbury.
Brighton
Dorchester ....
South Boston..
East Boston. . .
Charlestown . . .
Hyde Park
18
11
6
12
1
2
2
1
2
3
2
1
1
2
1
3
1
4
3
5
5
3
1
1
2
11
5
1
3
2
2
35
33
8
16
25
.-,1
14
9
6
12
17
13
21
5
Totals .
21
Fountain Description.
B. Indicates fountain for beasts only. Continuous flow of water during year.
D. Indicates fountain for man and beast. Automatic fixtures for both.
G. Indicates fountain for man and beast. Hygienic bunble fixture for man. Continu-
ous flow of water for man and beast all the year.
H. Indicates fountain for man only. Water of ordinary temperature. Hygienic bubble.
fixtures controlled by self-closing cocks. In service during warm weather.
I. Indicates taps on water posts, hydrants and fountains for watering horses.
J. Indicates fountains for man only. Cold water. Hygienic bubble fixtures controlled
by self-closing cocks. In service during warm weather.
K. Indicates fountain for man and beast, fitted with automatic fixtures controlled by
self-closing cocks. Bubble fixture for man in warm weather. Continuous flow for
beasts all the year.
L. Indicates fountain for man and beast, bubble fixtures for man and taps fitted for the
purpose of filling pails to water horses. Continuous flow for beasts all the year.
M. Indicates fountain for beasts only, fitted with taps for the purpose of filling pails to
water horses. Continuous flow for beasts all the year.
564
City Document No. 22.
Table No. VI.
Maintenance of Main Pipe.
Nature of Work.
Total Cost.
Box tops renewed
Cleaning main pipes (by contractors)
Dead ends blown oS
Gates leaking at packing
Gates examined, inspected, oiled, salted, tested, etc..
Gate locations marked
Gates repaired
Gate boxes cleaned out
Gate box covers (55) and frames (71) replaced
Gate boxes renewed
Gate boxes raised and lowered
Leaking joints repaired
Leaks due to settlements and other causes
Repairs on bridges (on pipes, boxes, etc.)
Repaving (including contractor's miscellaneous jobs) .
Miscellaneous jobs
Totals.
$311 31
731 89
278 94
628 51
456 62
1,338 05
1,289 16
192 31
866 37
10,799 90
7,535 63
2,822 16
2,340 53
3,893 55
3,090 17
672 87
$37,247 97
Public Works Department.
of,;,
Table No. VII.
Hydrants Established and Abandoned.
Established.
Abandoned.
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63
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37
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26
15
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4
2
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7
8
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7
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198
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334
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95
69
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284
5
Table No. VIII.
Hydrant Repairs 1921.
Cause of Repairs.
Number
of Jobs.
Cost.
Boxes raised, lowered, reset, repaired and renewed.
Barrels changed, relocated, reset and repaired
Frost
Paint worn off
Contractors, corporations, other departments and divisions.
Street construction and repairs
Repaving on account of repairs
Traffic
Hydrants inspected, oiled, cleaned, pumped, wasted and cleared
off snow.
Salt delivered to Fire Department, bags
Totals.
1,187
328
31
5,611
119
84
150
88
64,818
72,416
$7,995 74
2,648 49
61 89
1,709 73
562 40
1,582 89
1,563 44
945 19
14,855 50
2,461 14
$34,386 41
566
City Document No. 22.
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567
Table No. X.
Cost of New Service Pipes Laid.
Size.
Number.
Length
in Feet.
Material,
Labor,
Teaming,
etc.
Repaving.
Blasting.
Total
Cost.
Average
Cost per
Service.
Iverage
i loaf [pi r
Linear
Foot.
J-inch
282
45
8
2
3
6
9
98
1
1
5,736
1,138
158
04
69
169
162
1,629
17
$2,999 35
748 17
141 58
53 34
99 90
268 76
771 77
8,613 37
64 12
244 44
$5,324 17
1,225 45
164 70
55 86
76 91
262 85
359 65
5,858 43
17 66
119 81
$440 63
7G 18
62 55
$545 00
$9,309 15
2,049 80
368 83
109 20
176 81
531 61
1,201 62
16,681 19
81 78
524 25
$33 01
45 55
46 10
54 60
58 94
88 60
133 51
170 22
81 78
524 25
$1 62
1 80
1-inch
2 39
li-inch. . . .
1 71
2 56
2-inch
3 15
70 20
2,209 39
7 42
10 24
10-inch
160 00
30 84
Totals.. .
455
9,142
$14,004 80
$13,465 49
$3,018 95
$545 00
$31,034 24
Table No. XI.
Cost of Service Pipes Abandoned and Plugged.
Size.
14
0)
1
3
m
o>
Ph
e
—
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c
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p-1
-
H
c
1
a
01
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Repaving.
m
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0
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Eh
§"9
u
Net Total Cost.
Average Cost
per Service.
u
o
ft .
u
.r. **
2f «
a a
<
j-inch
1
145
4
3
2
5
5
3
6
30
2,519
73
163
44
120
78
45
99
$0 14 $13 57
$13 71 *2 Ofi
$11 65
1,620 84
6 31
18 21
$11 65
11 18
1 58
6 07
$0 38
64
09
11
77 83
45
95
1,532 07
15 64
28 08
$301 28
1,911 18
16 09
29 03
289 94
9 78
10 82
1 J-inch
5 91
4 33
20 78
22 02 1
82 70
80 13
37 76 '
123 92
88 61
99 04
58 54
145 94
32 24
19 21
6 55
112 02
56 37
79 83
51 99
33 92
11 27
19 77
17 33
5 67
46
45
1 16
34
14 58
Totals... .
174
3,171
$132 41
$1,913 87 $315 86 $2,362 14
$482 62
$1,879 12
568
City Document No. 22.
Table No. XII.
Cost of Laying New Services, Excavating and Backfilling Done by Applicant.
u
a
ft
c .
<D
■u
«o
fn
Or°
Size.
s
S
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12
3
2
3
1
5
699
171
57
49
51
5
69
$406 15
152 10
31 66
63 16
84 86
93 73
395 34
$163 23
41 00
14 81
11 34
10 43
$60 24
9 58
3 31
5 21
6 56
12 47
23 10
$14 70
$629 62
217 38
49 78
79 71
101 85
106 20
513 79
$13 69
18 12
16 59
39 85
33 95
106 20
102 76
$0 90
1 27
87
1 63
2-inch
1 99
21 24
95 35
7 44
Totals
72
1,100
$1,227 00
$336 16
$120 47
$14 70
$1,698 33
Table No. XIII.
Cost of Service Pipes, Replacing Others.
Laid.
Abandoned
and Plugged.
[3
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HO-
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1-J
3
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ki.9
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33
9
19
9
17
7
3
2
1
731
210
457
232
423
164
48
75
32
112
15
22
2,529
134
503
$300 73
84 45
297 78
154 11
390 67
295 96
256 41
101 62
$539 40
385 70
739 32
338 07
835 54
260 76
256 54
248 83
$840 13
514 72
1,118 28
804 62
1,397 71
690 53
578 54
413 94
$25 46
56 08
58 86
89 40
82 22
98 65
192 85
206 97
SI 17
$44 57
81 18
312 44
171 50
133 81
65 59
63 49
2 45
2 45
3 47
3
1
3
2
1
126
5
56
65
32
3 30
2-inch
4 21
12 31
5 52
Totals
100
2,372
159
3,450
$1,881 73
$3,604 16
$872 58
$6,358 47
Public Works Department.
569
Table No. XIV.
Service Pipe Repairs 1921.
Cause of Repairs.
Number
of Jobs.
Cost.
Boxes established, repaired, regulated and renewed
established, repaired and regulated
Gates repaired, raised and lowered
Electrolysis, ashes and rats
Defective pipes and settlement
Pipes regulated
Repairs on account of contractors, corporations, other depart-
ments and divisions.
Frost
Traffic
Repaved on account of repairs
Rust, dirt and fish
Street repairs
Uprights established, renewed, repaired , relocated and regulated
Off and on
Investigations
Totals
$1,596 16
434 48
1,334 18
21,256 61
99 57
1,283 76
$66,299 27
Table No. XV.
Fountain Repairs 1921.
Causes.
Defective paving
Defective boxes
Boxes raised to grade
New cooler
Relocated
Shut off
Defective cocks
Leaks
Hit by vehicles
Placed tablet on fountain. . .
Defective frames and covers
Painting
Waste pipes filled with dirt.
New brick chambers
Totals
SI, 440 59
570
City Document No. 22.
Table No. XVI.
Fountains Established and Abandoned.
Style.
Established.
Style.
Abandoned.
J.
Huntington avenue at Calumet street, city
proper.
K.
Albany street at Dearborn street, Roxbury.
H.
Bayswater street at Thurston street, East
Boston.
L.
Spring street at Centre street, West Rox-
bury.
J.
Huntington avenue at Tremont street, city
proper.
J.
Tremont street at Mission Church, Roxbury.
Table No. XVII.
Water Posts Established and Abandoned.
Established.
Abandoned.
East Cottage street, 45 feet west of city greenhouse,
Roxbury.
Winslow street, 45 feet from Zeigler street, Roxbury. . .
Massachusetts avenue, at Edward Everett square,
Roxbury.
Winslow street, near Dudley street, at fire station,
Roxbury.
Opposite 82 Orchard street, West Roxbury.
Blue Hill avenue, at Evelyn street, Dorchester.
Cleveland circle, at south side of Chestnut Hill avenue,
Brighton.
Cost
of
Material.
Cost of established and abandoned water posts $479 97
Labor
and
Teaming.
$358 08
Total
Direct
Cost.
Credit
Stock
Returned.
$838 05 ! $108 95
Net
Direct
Cost.
$729 10
Public Works Department.
571
Table No. XVIII.
Water Post Repairs 1921.
Causes.
Number
of Jobs.
Cost.
Renewed broken arms
Raised boxes to grade
Renewed decayed boxes
Renewed defective frames and covers
Shut off and let on
Relocated
Defective paving
Leaks caused by defective cocks
Leaks caused by defective pipes and valves
Hit by automobiles
Posts broken
Totals
1
5
17
2
23
6
6
5
49
5
2
$4 00
26 35
386 06
20 79
187 23
100 66
108 99
81 76
815 80
130 23
95 54
121
$1,957 41
Table No. XIX.
Meters Set for Meter Branch.
Number Set.
Size.
Cost of
Material.
Cost of Labor,
Teaming and
Car Fare.
Total Cost.
Outside. Inside.
177
f-inch. . . .
i-inch. . . .
j-inch. . . .
1-inch. . . .
l]-inch. . . .
2-inch
3-inch
$1,472 57
8 72
119 63
15 57
47 72
69 50
20 49
$2,275 77
6 06
137 71
76 74
46 71
96 29
41 42
$3,748 34
13
3
14 78
257 34
4
92 31
94 43
165 79
2
61 91
206
3
$1,754 20
$2,680 70
$4,434 90
572
City Document No. 22.
Table No. XX.
Meters Repaired for Meter Branch.
Causes.
Jobs.
Cost
Defective boxes
Raised to grade
New brick chambers . . .
New frames and covers
Leaking
Frozen
Relocated ,
Reset
Taken out
Changed
Defective paving
Abandoned boxes
Cleaning boxes ,
Stoppage
Testing
Totals
$7,576 47
Table No. XXI.
Standpipes for Street Waterinj Electric Cars.
Established.
Hyde square, at Perkins street, West Roxbury.
Centre street, at Pond street, West Roxbury.
Centre street, opposite Echo street, West Roxbury.
Public Works Department.
573
Table No. XXII.
Machine Shop.
Stock Manufactured from the Rough.
Kind.
Number.
Labor.
37
per Cent Stock.
Added.
COBt
Each.
Total
Cost.
Batchelder & Finneran hydrant, No. 1 . ,
Batchelder & Finneran hydrant, No. 2 . .
S-inch gates
16-inch gates
|-inch sidewalk cocks, new style
j-inch sidewalk cocks, new style
1-inch sidewalk cocks, new style
f-inch corporation cocks
|-inch corporation cocks
1-inch corporation cocks
l}-inch corporation cocks
t-inch coupling nuts
1-inch coupling nuts ,
li-inch coupling nuts
J -inch coupling tubes
1 i-inch coupling tubes
1 }-inch coupling tubes
2-inch coupling tubes
t-inch male couplings
|-inch bent tubes
2-inch meter nipples
J-inch iron plugs
J-inch iron plugs
1 J-inch iron plugs
Installing bushings in sidewalk uprights .
Total
13
244
12
3
717
84
47
1,045
141
85
65
6,275
100
36
2,151
259
493
206
182
100
100
132
382
34
581
$27 32
27 02
10 10
32 29
69
83
1 01
51
81
96
1 20
05
13
12
05
14
17
18
12
10
27
16
19
28
10
$37 43
37 02
13 84
44 24
95
1 14
1 38
70
1 11
1 32
1 64
07
18
16
07
19
23
25
16
14
37
22
26
38
14
$56 77
53 71
26 63
86 80
73
86
1 01
25
37
66
1 30
04
10
21
03
11
18
25
07
06
33
03
03
13
1 17
$94 20
90 73
40 47
131 04
1 68
2 00
2 39
95
1 48
1 98
2 94
11
28
37
10
30
41
50
23
20
70
25
29
51
1 31
$1,224 60
22,138 12
485 64
393 12
1,204 56
168 00
112 33
992 75
208 68
168 30
191 10
690 25
28 00
13 32
215 10
77 70
202 13
103 00
41 86
20 00
70 00
33 00
110 78
17 34
761 11
$29,670 79
574
City Document No. 22.
Table No. XXIII.
Machine Shop.
Stock Repaired and Miscellaneous Work.
Number.
Total Cost.
C-inch gate
S-inch gates
10-inch gates
Boston Lowry hydrants
Lovrry hydrants
Ordinary post hydrants
Accommodation work for other services
Made 36-inch testing cap
Electrical work in various shops, 710 Albany street.
Repaired coupling nuts
Stock consigned to junk (labor only)
16
5
1
9
29
149
110
$46 75
15 25
4 67
30 06
167 29
1,038 53
148 75
127 59
92 47
16 44
8 30
Total.
$1,696 10
Table No. XXIV.
Blacksmith Shop.
Sharpened 5,077 picks, 648 bars and 1,627 chisels
Made 198 various kinds of tools ....
Accommodation work for other services
Repaired 5 various kinds of tools ....
1,879 63
418 00
117 52
15 91
$2,431 06
Public Works Department.
575
Table No. XXV.
Carpenter Shop.
Stock Manufactured.
Boston hydrant boxes at $8.33
Blow-off boxes at $10.48
Deacon meter boxes at $9.19
Large gate boxes at $9.19
Lowry hydrant boxes at $9
Meter boxes at $8.37
Post hydrant boxes at $9.83
Small gate boxes at $7.50
Boston Lowry hydrant boxes at $11.75
Pieces for raising large gate boxes at $0.17 per inch
Pieces for raising Lowry hydrant boxes at $0.17 per inch.
Pieces for raising meter boxes at $0.17 per inch
Pieces for raising small gate boxes at $0.17 per inch
Tops for Boston hydrant boxes at $1.09
Tops for large gate boxes at $1.09
Tops for Lowry hydrant boxes at $1.21
Tops for post hydrant boxes at $1.21
Tops for small gate boxes at $0.97
Made shelves for Meter Department
Made wooden horses
Number. Total Cost.
Total.
1
3
7
36
143
31
102
42
112
1,216
2,449
1,874
6
9
21
16
60
1,870
32
$66 64
10 48
27 57
64 33
324 00
1,196 91
304 73
765 00
493 50
19 04
206 38
416 33
318 58
6 54
9 81
25 41
19 36
58 20
105 94
40 39
$4,479 14
576
City Document No. 22.
Table No. XXVI.
Carpenter Shop.
Repairs on buildings in Charlestown yard .
Various repairs around yard, 710 Albany street
General repairs in stable, 710 Albany street
Repaired 765 tools
General repairs in Brighton yard .
Repairs in office, 710 Albany street
Built fence at coal pocket, 710 Albany street
Repairs in Income Branch, City Hall Annex
Repairs in machine shop, 710 Albany street
Made 55 tools
Repairs on garage, Dorchester yard
Repairs in garage, 710 Albany street .
Work done for the Pitometer Company
Four wagon repairs ....
Repairs in auto repair shop annex, 710 Albany street
Boxed patterns for shipping patterns to foundry (Engineer
Branch)
General repairs in meter shop, 710 Albany street
Repairs in plumbing shop, 710 Albany street
Repairs in West Roxbury yard ....
$793 23
423
90
395
84
374 65
361
12
298
12
234 29
152
92
148 37
108 97
104 83
70
18
53
78
31
13
22
39
18 09
12 96
2
19
2
08
Total $3,609 04
Table No. XXVII.
Plumbing Shop.
Repaired water fixtures in municipal buildings, Public Buildings
Department $2,157 53
Work done for the High Pressure Fire Service .... 728 68
Repaired 45 tools 127 53
Repairs in blacksmith shop, 710 Albany street . . . . 107 20
Accommodation work for other services 89 91
Repairs in office, 710 Albany street 66 83
Repaired 15 pumps 41 16
Connected new 8-gallon copper boiler in plumbing shop, 710
Albany street 38 23
General repairs in Charlestown yard 36 08
Made 280 lead seals for the Income Branch, City Hall Annex . 34 02
Repairs in garage, 710 Albany street 26 98
Made 32 tools 26 40
General repairs in Dorchester yard 15 12
Repairs in machine shop, 710 Albany street .... 7 63
Work done for the Pitometer Company 7 42
Various repairs around the yard, 710 Albany street ... 5 62
Built new chimney in auto repair shop, 710 Albany street . 3 24
Repaired soil pipe in stable, 710 Albany street .... 1 55
Total $3,521 13
Public Works Department. 577
Table No. XXVIII.
Miscellaneous.
Waste survey by the Pitometer Company in Roxbury District, $5,042 77
Waste survey by the Pitometer Company in the Central
District .... . .
Waste survey by the Pitometer Company in the Dorchester
District
Waste survey by the Pitometer Company in the South Boston
District
Waste survey by the Pitometer Company at Long Island
Thirty-four hundred and forty-seven inspections of patch pav-
ing
Accommodation work for private persons and corporations
Accommodation work for other services and departments
General repairs and work done in garage, 710 Albany street
Repairs and general work in the Charlestown yard
Repairs in stable, 710 Albany street
Repairs in carpenter shop, 710 Albany street
Repaired concrete floor in garage in Dorchester }rard
Delivering water to contractors, corporations and other services,
General repairs in Brighton yard .
Melted lead pipe pieces into pig lead .
Six Deacon meter boxes abandoned
Miscellaneous work . ...
Repaired lights in office, 710 Albany street
Repairs on tools ...
Repairs in auto repair shop, 710 Albany street .
Sanding icy sidewalks at West Roxbury yard
Repairs in machine shop, 710 Albany street
Repaired lights in blacksmith shop, 710 Albany street
Various repairs around yard, 710 Albany street .
Total
3,221
15
1,912
09
462
63
45
40
3,170
23
1,354
(11
407
08
284
90
151
37
111
7:;
106
64
89
26
73
00
72
08
70
63
61
16
54 92
10
16
9
65
8
55
8
08
2
(is
2
40
98 52
$16,831 99
578
City Document No. 22.
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Average Monthly Heights, in Feet, Above Boston City Base to Which Water Rose at Different Stations.
Southern High
Service.
Northern
Low Service.
1921.
City Hall.
Engine House
No. 24, Quincy
and Warren
Streets,
Roxbury.
Engine House
No. 20, Walnut
Street,
Neponset.
Engine House
No. 19, Nor-
folk Street,
Mattapan.
Engine House
No. 28,
Centre, near
Green Street,
Jamaica Plain.
Engine House
No. 30,
Centre, near
Bellevue Street,
West Roxbury .
Engine House
No. 45,
Washington and
Poplar Streets,
Roslindale.
Engine House
No. 29,
Chestnut Hill
Avenue,
Brighton.
Engine House
No. 48,
Winthrop
Street and
Harvard
Avenue,
Hyde Park.
Engine House
No. 32,
Bunker Hill
Street,
Charlestown.
246
230
237
226
238
226
232
225
234
229
245
235
245
236
252
245
247
237
164
159
February
247
232
242
229
240
227
235
229
233
229
245
237
245
238
255
248
248
238
165
158
247
231
244
230
241
228
237
227
235
231
245
237
246
238
251
246
250
239
165
159
April
247
248
248
247
247
232
232
230
233
231
244
244
243
242
243
231
230
227
229
228
238
240
237
237
235
228
228
225
227
224
236
235
236
233
235
226
225
222
224
223
239
238
235
232
235
231
230
227
227
226
246
246
246
245
245
238
237
236
237
238
247
246
246
245
245
239
237
237
238
238
252
251
251
251
254
245
245
243
245
246
250
250
248
246
247
238
238
234
235
235
165
165
167
166
167
161
May
157
June
160
July
160
160
September ....
248
232
243
226
240
227
234
224
232
222
246
237
247
237
256
247
247
236
167
161
October
246
229
243
227
239
225
237
226
235
225
246
238
247
239
257
248
249
236
165
160
November. . . .
249
232
245
232
240
228
238
227
235
227
247
241
248
241
257
250
249
' 238
165
158
December
250
235
244
232
238
229
233
226
246
240
247
240
257
250
247
237
161
158
Average Monthly Heights, in Feet, Above Boston City Base to Which Water Rose at Different Stations.
Southern Low Serv
ICE.
1921.
Chestnut Hill
Pumping
Station,
Brighton.
Engine House
No. 34,
Western
Avenue,
Brighton.
Boston
Common.
Engine House
No. 8,
Salem Street,
City Proper.
Engine House
No. 7J,
East Street,
City Proper.
Engine House
No. 38,
Congress and
Farnsworth
Streets.
South Boston.
Engine House
No. 2,
Fourth and
O Streets,
South Boston.
Water Serv-
ice Yard,
710 Albany
Street,
South End.
Water Serv-
ice Yard,
Gibson Street,
Dorchester.
January
February . . .
149
142
147
140
147
139
149
145
145
139
153
169
149
149
148
144
151
145
150
144
150
144
151
143
150
147
151
142
153
168
150
150
150
145
151
145
151
146
151
146
153
145
152
147
151
144
153
153
167
167
151
151
150
150
153
147
149
145
151
145
152
146
152
146
152
145
146
148
147
143
154
168
150
145
148
142
151
144
152
145
152
145
153
143
152
147
150
144
July
153
163
151
149
147
143
150
145
150
145
151
145
151
144
151
147
148
141
153
168
150
149
148
142
148
144
151
145
152
145
151
142
150
146
151
140
September . .
153
168
151
148
147
140
152
150
151
143
152
144
151
142
150
145
152
139
153
167
150
147
148
142
151
145
152
145
152
145
152
142
152
145
152
142
November . .
153
167
149
146
148
148
150
144
152
145
154
148
152
145
151
147
153
145
December. .
153
167
149
147
148
141
149
143
150
144
151
144
150
142
153
147
151
142
Public Works Department.
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City Document No. 22.
WATERWORKS STATISTICS — CITY OF BOSTON.
For the Fiscal Year Ending January 31, 1922.
Distribution.
Mains.
Kind of pipe: Cast iron, wrought iron.
Sizes: 2-inch to 48-inch.
Extended, miles: 2.27.
Sizes, enlarged, miles: 6.99.
Total miles now in use: 880.85.
Public hydrants added: 50.
Public hydrants now in use: 9,829.
Stop gates added: 93.
Stop gates now in use: 13,228.
Stop gates smaller than 4-inch: 27.
Number of blow-offs : 661.
Range of pressure on mains: 30 to 90 pounds.
Services.
Kind of pipe and size, lead and lead lined: 5-inch to 2-inch cast iron.
25-inch to 12-inch, wrought iron and cement lined: f-inch to 2-inch.
Extended, feet: 6,093.
Total miles now in use: 590.24.
Service taps added: 294.
Total service tops now in use: 109,012.
Stand pipes for street watering: 525.
Standpipes for street watering by electric cars: 30.
Table Showing Daily Consumption of Wafer in the City of Boston, Number of Services, Percentage
of Services Metered, and Decrease in Daily Per Capita 'Consumption Since the Meter Law of
1907 Became Effective.
Year.
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Population of
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Population of
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Daily Consumption
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(Gallons.)
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1908
94,960
5,380
5.7
643,810
98,379,300
153
973,320
125,441,000
129
1909
96,132
12,048
12.5
659,110
94,029,900
143
997,760
119,119,100
119
1910
93,780
18,467
19.7
674,400
87,346,700
130
1,022,230
112,092,100
110
1911
95,037
25,206
26.5
688,520
85,571,500
124
1,046,630
109,994,800
105
1912
99,700
34,565
34.8
718,900
90,037,500
125
1,086,690
116,230,700
107
1913
101,100
41,168
40.7
735.09S
79,390,600
' 108
1,104,263
103,847,700
94
1914
102,449
48,091
46.9
740,830
81,877,800
110
1,134,180
107,036,100
94
1915
103,980
54,458
52.3
745,680
77,651,800
114
1,160,750
101,941,500
88
1916
105,386
60,129
57.5
746,130
80,358,800
108
1,171,220
106,337,800
90
1917
105,352
• 63,071
59.9
746,680
82,073,200
110
1,181,240
110,032,300
93
1918
105,458
63,187
59.9
747,830
94,634,000
127
1,191,380
129,764,000
109
1919
108,568
64,078
59.0
747,780
89,652,400
120
1,201,730
120,593,500
100
1920
108,718
67,392
62.0
751,810
94,297,400
125
1,213,430
127,265,500
105
1921.
109,012
70,688
64.8
766,800
85,609,200
112
1,239,740
117,407,400
95
* Estimated number of existing services not now in use, 16,900.
Public Works Department. 5»y
HIGH PRESSURE FIRE SERVICE.
Two pipe laying contracts awarded in 1920 were com-
pleted during the past year, one in Essex street,
Chauncy street, Exeter place and Commercial street;
the other for installation of necessary suction and
iorce mains at pumping stations Nos. 1 and 2.
The length of mains laid during the year are as follows:
205 linear feet 12-inch pipe; 3,608 linear feet 16-inch
pipe; 1,210 linear feet 20-inch pipe.
The total milage of the system is 11.6 with 310
hydrants installed thereon.
The completed system calls for a length of 19 miles.
The work of constructing two pumping stations and
installing in each two pumping units was completed
December 5, and on December 19, 1921, the stations
were put in service under the control of the Fire Depart-
ment.
Following is a description of the pumping equipment :
Pumping Station No. 1.
Located in a fireproof isolated area, in the basement
of the Lincoln Power Station of the Boston Elevated
Railway Company, corner of Commercial and Battery
streets; fire hazard very slight.
Equipment includes two Worthington 3-stage double
suction centrifugal pumps, each direct connected to a
"W estinghouse 750 horse power steam turbine of the
horizontal impulse type, operating at 1,165 revolutions
per minute, with steam pressure of 175 pounds; atmos-
pheric exhaust.
Two 16-inch suction mains, both connecting with low
service distribution system of city (pressure 50 to 60
pounds), one of them also connecting with high service
distribution system (pressure 85 to 90 pounds). One
16-inch suction main, connecting with large intake
conduit, supplying salt water from harbor to Boston
Elevated Power Station for condensing purposes, pro-
vides an emergency salt water supply. Two 16-inch
discharge mains, each equipped with a venturi meter,
extend from the station to the high pressure lire dis-
tribution system. A centrifugal vacuum pump, with
590 City Document No. 22.
75-gallon priming tank, driven by a 10 horse power,
220-volt, direct current motor, is provided to prime the
fire pumps when suction is taken from salt water.
A vertical centrifugal single stage sump pump, diiven
by a 220-volt, direct current motor, takes care of any
leakage, etc., within the station.
The water piping is of cast iron with flanged joints,
eash piece of pipe in force main being separately tested
at a pressure of 600 pounds per square inch before being
assembled. A 4-inch by-pass, equipped with the neces-
sary check valves and meter, is provided between suction
and discharge side of piping to insure the absence of air
in the system and to provide means of measuring the
leakage in the high pressure fire distribution system.
The principle control valves on the piping system are
electrically operated by Dean control. Ross regulating
valves are installed between the suction and discharge
of each pump by means of which the pressures at the
pumps are controlled from the operating board, upon
which the necessary gauges and indicators are installed,
and from which the valves in the piping system, the
vacuum pump and the sump pump are operated.
The turbines are started by hand throttle. Steam is
supplied through an 8-inch loop pipe, connecting to each
end of steam header in the boiler room of the Boston
Elevated Station, where a battery of twenty (20) Bab-
cock and Wilcox boilers, with a total of 10,344 horse
power, are located, eight to ten of these boilers being
always in service.
At an acceptance test made on December 9, 1921, by
the National Board of Fire Underwriters, Pump No. 1
discharged 3,100 gallons per minute at 301 pounds
pressure and 4,676 gallons per minute at 201 pounds
pressure. Pump No. 2 discharged 3,114 gallons per
minute at 300 pounds pressure; 5,164 gallons per minute
at 209 pounds pressure and 7,400 gallons per minute at
100 pounds pressure. The two pumps together dis-
charged 6,580 gallons per minute at 292 pounds pressure
and 10,266 gallons per minute at 201 pounds pressure.
The above performance easily fulfilled the contract
requirements.
Pumping Station No. 2.
Located in a fire proof building, constructed for the
purpose, within the boiler room of the Third Station of
Public Works Department. 591
the Edison Electric Illuminating Company on Atlantic
avenue, opposite Pearl street; fire hazard very slight.
The equipment includes two Worthington 4-stage
single suction centrifugal pumps, each direct connected
through semiflexible couplings, to Westinghouse 750
horse power 235 volt direct current shunt wound inter-
pole motor with a speed range from 860 to 1,050 revolu-
tions per minute.
Two 16-inch suction mains both connecting with
Low Service Distribution System of city (pressure 50 to
60 pounds) one of them also connecting with High Ser-
vice Distribution System of city (pressure 85 to 90
pounds). One 16-inch suction main, connecting with
large intake conduit supplying condensing water for the
Edison Station, provides an emergency salt water
supply.
Two 16-inch discharge mains, each equipped with a
Venturi meter, extend from the station to the High Pres-
sure Fire Distribution System. Two centrifugal vacuum
pumps with a 75-gallon priming tank, each driven by
10 horse power motor, are provided for priming the fire
pumps when suction is taken from salt water. One
vertical centrifugal single stage motor driven sump
pump takes care of any leakage, etc. within the station.
The water piping is of cast iron with flanged joints,
each piece of pipe in force main being separately tested
at a pressure of 600 pounds per square inch before being
assembled. A 2-inch by pass, equipped with the neces-
sary check valves and meter, is provided between suc-
tion side and discharge side of piping to insure the
absence of air in the system and to provide means of
measuring the leakage in the High Pressure Fire Dis-
tribution System.
The principle control valves on the piping systems
are electrically operated by Deane control. Ross reg-
ulating valves are installed between the suction and
discharge of each pump by means of which the pressures
at the pumps arc controlled.
The switchboard consists of two separate units; one
board, designed to handle the heavy starting and run-
ning current required for the main motor, contains the
connections from the Edison power lines, the busbars
and the secondary contactors for operating the motors.
The other, or main control board, consists of four
panels — one for each motor, one for the station auxil-
iaries, and one for the fire alarm. Each motor panel is
592 City Document No. 22.
equipped with drum master switches for operating the
main motor, control switches for motor operated valves,
gauges to indicate suction and discharge pressure,
ammeter to indicate amount of current required by
motor and wattmeter to register total power required by
motor.
In putting a pumping unit into service it is necessary
to turn one, two or three master switches, depending
upon which suction and discharge mains are to be
operated; one master switch only is required to bring
motor up to speed, the delivering of water and its pres-
sure being determined by operation of a motor field
rheostat and the Ross regulating valve; the control
of the latter is through a hand valve immediately in
front of each motor panel; the actual position of the
regulating valve being shown at all times on a dial
visible from the operating platform. Two Venturi
meters which register the water pumped into each dis-
charge main, are located immediately beside the control
board.
The above arrangement makes it possible for one man
to operate easily and quickly the entire equipment in
the station. Under normal conditions fire pressure is
available within forty seconds after an alarm is received
In the event of failure of the fresh water suction sup-
ply, the pumps can be primed and ready for service
with salt water, in less than three minutes time.
Power for operating the pumps is furnished through
cables extending to the pump room from the main
switchboard in the generating room of the Edison
Third Station in which are located four 1,600 killowatt
and two 800. killowatt direct current generators, and
four 1,000 killowatt and one 500 killowatt motor gener-
ators. The direct current generators are operated by
engines supplied with steam from a battery of nineteen
(19) boilers of 8,400 horse power capacity, six to ten of
the boilers being always under steam. The motor
generators receive current at 6,600 volts alternating cur-
rent from the main station of the Edison Company in
South Boston, delivering it at 250-volts direct current.
Three underground transmission lines extend, over two
separate routes, to the Edison Third Station, any two
of which have sufficient capacity to operate the entire
motor generator installation in the station. Ten direct
current tie lines from seven sub-stations in the city are
available, on an emergency, to supply, 1,500 to 1,800
Public Works Department. 593
killowatt to the Edison Third Station. In addition,
two storage batteries with a combined capacity of 9,470
ampere hours, sufficient to run both fire pumps for a
period of approximately two hours, are available at the
Edison Third Station.
At a test recently made by the National Board of Fire
Underwriters, Pump No. 1 discharged 3,141 gallons per
minute at 298 pounds pressure and 4,413 gallons per
minute at 202 pounds pressure. Pump No. 2 discharged
3,000 gallons per minute at 300 pounds pressure and
4,407 gallons per minute at 200 pounds pressure. The
two pumps operating together discharged 6,580 gallons
per minute at 292 pounds pressure. The above per-
formance easily fulfilled the contract requirements.
HIGH PRESSURE FIRE SERVICE.
Financial Statement for the Year Ending January 31, 1922.
Appropriations to January 31, 1922 $1,420,000 00
Expended to January 31, 1921 . . .$1,020,980 62
Expenditures during the year 1921-22:
Engineering .... $5,936 24
Yard 1,791 31
Tools and repairs ... 68 56
Construction of distribution
system 116,298 58
Stock 21,813 51
Pumping Station No. 1, build-
ing (material and con-
struction) . . . . 17,133 48
Pumping Station No. 1, equip-
ment and installation . . 69,415 15
Pumping Station No. 2, build-
ing (material and con-
tion) 27,956 18
Pumping Station No. 2, equip-
ment and installation . . 61,840 92
Total expenditures, 1921-22 .... 322,824 41
Total expenditures to January 31, 1922 1,343,805 03
Unexpended balance January 31, 1922 $76,194 97
594 City Document No. 22.
APPENDIX F.
REPORT OF THE BOSTON AND CAMBRIDGE
BRIDGE COMMISSION.
Boston, February 1, 1922.
To the Honorable the Mayor:
Sir, — As commissioner for the City of Boston I
respectfully submit herewith the annual report of the
Boston and Cambridge Bridge Commission for the year
ending January 31, 1922.
This commission is composed of two members, one
appointed by the Mayor of the City of Boston and the
other by the mayor of the city of Cambridge, under
provisions of chapter 467, Acts of 1898.
The commission has charge of the maintenance of the
following-named bridges connecting Boston and Cam-
bridge Anderson, Brookline Street, Cambridge, Harvard,
Prison Point, River Street and Western Avenue to
Cambridge.
As there is no separate appropriation made for the
City of Boston's portion of the expenses of this com-
mission, the same is taken from the appropriation for the
Bridge and Ferry Division, Bridge Service. The amount
expended during the fiscal year ending January 31, 1922,
was $27,999.77.
Brookline Street Bridge (Over Charles River at
Cottage Farm).
Patching was done on the roadway surface and under
plank of same and on the sidewalk.
Harvard Bridge.
The draw span of this bridge has been sheathed twice
and considerable repairs made to the under planking.
The roadway has been nailed repeatedly and under
plank respiked. In certain places the stringers have
been broken and have been replaced. Sidewalk repairs
have been made.
Public Works Department. 595
Prison Point Bridge.
The bridge was sheathed once and repairs made to the
under planking and stringers.
River Street Bridge and Weston Avenue Bridge
Over Charles River.
These bridges were each sheathed once and some
rotten under plank in each bridge was replaced.
Of the above bridges Brookline Street Bridge, River
Street Bridge and Western Avenue Bridge are in deplor-
able condition and should be rebuilt.
As a step toward this reconstruction, chapter 497
of the Acts of 1921 was passed, providing for the recon-
struction of these bridges.
Respectfully submitted,
Thomas F. Sullivan,
Commissioner for the City of Boston.
596
City Document No. 22.
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DOCUMENT NUMBERS OF ANNUAL REPORTS OF THE
PUBLIC WORKS DEPARTMENT.
Name of Document.
For
Year.
Pub.
Year.
1911
1912
1912
1913
1913
1914
1914
1915
1915
1916
1916
1917
1917
1918
1918
1919
1919
1920
1920
1921
1921
1922
No. of
Doc.
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
Annual report
29
29
26
26
26
26
26
26
26
22
22
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