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ANNUAL REPORT
Street Department
YEAR 1910
Compliments of . . .
L. K. Rourke,
Superintendent of Streets.
PLEASE EXCHANGE.
O
CITY OF BOSTON
PRINTING DEPARTMENT
191 1
Hi
ANNUAL REPORT
Street Department
YEAR 1910
o
CITY OF BOSTON
PRINTING DEPARTMENT
191 1
CONTENTS.
Part I.
EEPOET OF THE SUPEEINTENDENT OF STEEETS.
PAGE
Appropriations 2
Areas of pavements 12
Changes in pavements 13
Contracts, hired teams
(between pages 10, 11).
Districts, description of 16
Expenditures :
Bridge specials 9
Highways, making of 9
Maintenance 9
Paving specials 9
Separate systems of drain-
age 9
Sewerage works 9
Recapitulation 9
Comparative table, main-
tenance (between pages 10, 11).
Financial statement 10
PAGE
General review 3
Length of pavements 14
Organization 1
Permits 5
Permits, schedule of prices. . 6
Permits, income from 7
Rainfall 11
Snow, summary of volume
and cost of (between pages
10, 11).
Snowfall 11
Street mileage 15
Work done:
Ferry Division 3
Highway Division 4
Lamp Division 4
Sanitary Division 4
Sewer Division 4
Part II. — Appendix A.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE FERRY DIVISION.
(Page 21.)
PAGE
Contracts ? : 35,
Difference in travel between
ferries 33
Expenditures and receipts
since 1858 30
Ferryboats ,>..... 23
Financial statement... 21
Appropriations, operations,
receipts and expenditures, 24
Balance sheet 25
Comparative balance sheet
(5 years) 29
Comparison of appropria-
tionjs, receipts and expend-
iture (S.vears). 2G
Receipts .at each ferry 31
E.ecommendations 21
Property in charge of divi-
sion... t . . '*. ..:..: 22
Ticket statement.; . ... 33
Total travel between ferries. . 34
Work done 22
IV
Contents.
Appendix B.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE HIGHWAY DIVISION.
(Bridge Section.)
(Page 36.)
PAGE
Appropriations (special) .... 47
Bridges rebuilt 39
Drawbridges repaired 40
Drawtender's report 58
Expenditures 44
Financial statement 44
General review 39
Income 48
Inland bridges repaired 42
List of bridges :
In charge of Highway
Division, Bridge Service, 48
In charge of Highway
Division, Bridge Service*
and Park Department. . 49
In charge of Park Depart-
ment 50
In charge of Public
Grounds Department. . 50
Maintained by Charles
River Basin Commis-
sion 52
Maintained by Metropol-
itan Park Commission . . 52
Maintained by railroad
corporations 52
Of which Boston main-
tains the part within its
limits 50
Of which Boston pays a
part «j the cost of main-
taining 50
Of which Boston main-
tains the wearing surface, 51
Recapitulation of bridges. . 53
Property in charge of divi-
sion 54
Signals 64
Small bridges or culverts ... 55
Recommendations 40
Rules governing opening of
bridges 59
Tidewater bridges repaired . . 41
Width of bridge openings ... 56
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE HIGHWAY DIVISION.
(Paving Section.)
•. : ; -; ; / ./(Page '()6. )\';"\\ : :
PAGE
Asphalting, Sicilian rock. . . . 229
Asphalting, Sicilian rock,
summary :;.•.., 234
Xsphaltlng^ Seysffel rock .... 235
Asphalting, Bermudez 236
Asphalting, Acme 237
'FAGE'
Areas and coal vaults >
.201.
Artificial stone sidewalks)
condition of
,203.
Asphalting, Trinidad Lake. ,'*
'21-7
Asphalting, Trinidad-' Lake,'
summary
228
Contents.
PAGE
Asphalting, American rock. . 238
Asphalting, Limmer rock . . . 238
Asphalts, summary of 239
Asphalt, cost of patching,
ten years:
Trinidad Lake 206
Sicilian rock 213
Seyssel rock 216
Other asphalts 216
Assessment streets, work
done on 70
Bitulithic pavement :
Streets paved with 240
Summary of 243
Bonds for permits 203
Brick block pavement 247
Cement pavement 247
Claims 201
Contracts :
Artificial stone sidewalks, 257
Asphalt 253
Brick block 251
Macadam 255
Paving and regulating. . . . 263
Wood block 250
Miscellaneous 264
Contracts in force made in
previous years 269
Crusher plants 37
Dirt and street cleanings
removed 197
Electric light poles 202
Expenditures, detail of:
Highways, making of 84
Hyde Park avenue: 84
Old Colony avenue 84
Street improvements 84
Expenditures, objects of . . . . 86
Financial statement 83
General review 36
Income 85
Macadam streets, mainte-
nance of 195
Manholes and covers 201
New brick sidewalks 196
New edgestones 196
New edgestones by districts. . 197
PAGE
Notices 202
Personal property 38
Plans 202
Property in charge of divi-
sion 203
Recommendations 36
Sidewalks 37
Sidewalk defects 200
Snow and ice 198
Steam rollers 38
Street numbering 201
Street openings 199
Streets :
Paved with granite blocks
on concrete or gravel
base 66
Paved with asphalt on con-
crete base 67
Paved with wood blocks
on concrete base 68
Paved with brick blocks
on concrete base 69
Summary of all smooth
pavements 249
Wood blocks:
Streets paved with 244
Summary of 246
Work done:
By contract, summary 82
By day labor, summary . . 83
By department force,
detail of (between pages
186, 187).
Charged to highways,
making of 137
Charged to highways,
making of, recapitula-
tion of 193
Charged to regular and
street improvements ap-
propriations S9
Charged to regular and
street improvements ap-
propriations, recapit-
ulation of 186
General law streets 80
Yard and wharf room 38
VI
Contents.
Appendix C.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE LAMP DIVISION.
(Page 276.)
Arc lamps, flame (new) by
wards 285
Arc lamps, magnetite (new)
by wards 287
Arc lamps, Gilbert (new)
by wards 287
Arc lamps, total cost per
lamp per annum 2S2
Contract for electric lighting, 303
Contract for lighting with gas
and naphtha 310
Electric lights, number of . . . 281
Employees 301
Expenditures 301
Fire alarm lamps (new) by
wards 285
Gas lamps (new) by wards. . . 283
Gas lamps, number of 279
Gas lamps, total cost per
lamp 280
Graetzin lamps (new) by
wards 286
Incandescent lamps, total
cost per lamp per annum . . 282
Lighting schedule (electric), 28
Lighting schedule (gas) 298
Number and style of lamps
January 1,1911 281
Outages on street lamps .... 298
Rebates 299
Revenue 302
Tungsten lamps (new) by
wards 288
Underground work 300
Work done 278
Work in charge of division . . . 276
Appendix D.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE SANITARY DIVISION.
(Sanitary Section.)
(Page 318.)
Ashes, collected by contract,
number of loads 327
Carts, capacity of 327
Carts, number of 334
Contracts 331
Employees, average number, 326
Expenditures, items of 320
Financial statement 318
Force employed on waste and
rubbish 325
Force employed on house
offal 326
Force employed on house
dirt and ashes 325
Horses cared for 326
Horseshoeing 323
Contents.
vii
PAGE
Insurance 333
Maintenance, Fort Hill
Wharf 330
Materials:
Ashes and house dirt re-
moved (5. years) 325
Garbage removed (5
years) 326
Waste and rubbish re-
moved (5 years) ....... 325
Collected by districts 32S
Cost of collecting and dis-
posing of refuse by con-
tract 329
Cost of collecting and dis-
posing of refuse by day
labor (between pages
-328,329).
Number of loads of mate-
rial collected from Feb-
ruary 1, 1905, to Jan-
uary 28, 1911 326
PAGE
Amount expended on offal,
ashes and rubbish by
districts 324
Weight of material 327
Final disposition of all
material 328
Offal collected by contract,
number of loads 327
Property in charge of divi-
son . 335
Repairs 333
Revenue 319
Sanitary districts (between
pages 328, 329).
Shops 326
Snow, summary of volume
and cost of (between pages
346,347).
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE SANITARY DIVISION.
(Street Cleaning and Watering Section.)
(Page 337.)
PAGE
Contracts 343
Contracts for watering carts, 344
Cost of teaming and labor
by months 350
Employees, distribution of . . 339
Expenditures, items of 337
Financial statement 318
Flushing streets 345
Hay, straw, oats, etc.,
amount used 344
Horses, distribution of 344
Horses, cost of maintaining, 345
Property in charge of divi-
sion 342
Push-cart patrol, cost of . . . . 338
' PAGE
Push-cart patrol, by districts, 346
Rolling stock, distribution
of 344
Snow work 346
Streets :
Area watered and cost per
square yard 351
Cleaned, miles of 341
Cleaned, total cost of 338
Treated with dry calcium
chloride 349
Treated with oil 348
Watered, cost by districts, 350
Watered, total cost of. . . . 338
Swept by machines 347
Vlll
Contents.
Appendix E.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE SEWER DIVISION.
(Page 352.)
Average daily pumping at
Moon Island 404
Catch-basins built 397
Catch-basins cleaned by
contract 366
Catch-basins built, charged to
sewerage works 373
Catch-basins built, charged
to separate systems of
drainage 393
Coal contracts (Supply De-
partment) 365
Contracts :
Cleaning catch-basins. . . . 474
Cleaning sewers 471
Pile driving 470
Sewers and drains 406
Miscellaneous 475
Entrance fees, permits
and assessments 397
Expenditures :
Maintenance 359
Maintenance, detail of,
insert (between pages
360, 361).
Recapitulation of 364
Separate systems of drain-
age 379
Separate systems of drain-
age, detail of 380
Sewerage works, detail of, 367
Financial statement 358
Horses, cost of maintaining, 398
Land-takings 372
Machinery hired, rates paid
for 398
Manholes (new) 378
PAGE
Moon Island, work done. . . . 403
Property in charge of division, 405
Pumping station, Calf Pas-
ture, work done 400
Pumping, average cost per
million foot gallons 403
Pumps, Calf Pasture, aver-
age lift and duty 400
Recommendations 352
Refuse from filth hoist 405
Regulators, gates, etc., cared
for 403
Repairs at Pumping Station, 401
Schedule of sewers built to
date 399
Sewers built by day labor by
districts, character, cost of,
etc. (between pages 366,
367).
Sewers built by contracts by
districts, character, cost
of, etc. (between pages
366, 367).
Sewers and surface drains
built by city, charged
to separate systems of
drainage 380
Sewers cleaned by contract,
cost of (between pages
404, 405).
Summary of sewer construc-
tion (12 months) 398
Summary of sewer construc-
tion (5 years) 399
Sludge account 404
Work done 352
Work in charge of division. . . 356
Contents. ix
Appendix F.
REPORT OF THE COMMISSIONERS OF BOSTON
AND CAMBRIDGE BRIDGES.
(Page 478.)
Bridges in charge of commis-
sion 478
Draw openings 481
Expenditures 480
PAGE
Income 479
Recommendations 479
Work done 478
Appendix G.
REPORT OF THE CIVIL SERVICE CLERK.
(Page 482.)
Comparative table showing
number of employees 485
Grade and number of em-
ployees 483
PAGE
Requisitions 482
Transfers 482
Appendix H.
FORMER SUPERINTENDENTS AND DOCU-
MENT NUMBERS OF ANNUAL REPORTS.
(Page 486.)
ANNUAL REPORT
STREET DEPARTMENT
YEAR ENDING JANUARY 31, 1911.
Boston, March 10, 1911.
Hon. John F. Fitzgerald,
Mayor of the City of Boston:
Sir, — In compliance with the Revised Ordinances, the
annual report of the operations and expenses of the
Street Department for the year ending January 31,
1911, is herewith respectfully submitted.
Organization.
The work of the department has been carried on dur-
ing the year according to the provisions of chapter 3 of
the Ordinances of 1908 with five subdivisions as follows:
Central Office. Sanitary Division.
Ferry Division. Sewer Division.
Highway Division. Boston and Cambridge Bridges.
Lamp Division.
2 City Document No. 35.
Note. — The Boston and Cambridge Bridges Division
so called is not properly a division of the Street Depart-
ment, as this work is in charge of a commission 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 on
account of the fact that the present Superintendent of
Streets is the Boston member of this commission and
also because one-half of the expenses of this commission
is defrayed by the Highway Division of this department,
it is here treated as a division of this department.
Appropriations.
The money assigned for the work of the Street Depart-
ment during the year was made available from the
following sources:
First. — Maintenance appropriation, derived from the
income of the city raised by taxation. Before the
commencement of each financial year, February 1, the
department estimates of the amounts necessary for the
proper maintenance of the various divisions are sub-
mitted to the Mayor, who makes such recommendations
as he may deem proper to the City Council. The
maintenance appropriations, including permanent con-
struction, as passed by the City Council and approved
by the Mayor, were as follows:
Central Office
Ferry Division
Highway Division
Lamp Division .
Sanitary Division
Sewer Division .
Boston and Cambridge Bridges
$22,768 00
235,250 00
1,500,000 00
730,000 00
1,280,000 00
310,000 00
Second. — Loan inside the debt limit for building new
streets assessable on abutting property, authorized by
chapter 393 of the Acts of 1906. (Highway Division.)
Amount expended during the year
$186,655 99
Third. — Loan inside the debt limit under the pro-
visions of chapter 426 of the Acts of 1897, as amended
* Paid by Highway Division.
Street Department. 3
by chapter 204 of the Acts of 1908, from which all
sewerage works are built, except those in the Charles
River Basin watershed. (Sewer Division.)
Balance February 1, 1910 $27,130 04
Loan 300,000 00
Total $327,130 04
Expended during the year 220,966 39
Balance February 1, 1911 . . . . $106,163 65
Fourth. — Loan under the provisions of chapter 383
of the Acts of 1903, as amended by chapter 485 of the
Acts of 1907, and by chapter 514 of the Acts of 1908,
authorizing the expenditure in each of the years from
1908 to 1912, inclusive, of one-twentieth of one per
cent of the city's taxable valuation on the separate
system of drainage. (Sewer Division.)
Balance February 1, 1910 $313,461 14
Loan 674,000 00
Total $987,461 14
Expended during the year 742,142 79
Balance February 1, 1911 . . . . $245,318 35
General Remarks.
During the year the department has been conducted
along the same lines which I found in operation when I
assumed charge on June 8, 1910. About the same
number of employees have been retained in the service.
The contract work has been satisfactory, both as to
quality and price.
Attached are reports in detail, of the work accom-
plished and the cost thereof, of the various subdivisions
of the Street Department.
Ferry Division.
Appropriation and revenue $235,250 00
Transferred from Highway Division . . 670 63
Total $235,920 63
Expended during the year .... $235, 920 63
City Document No. 35.
Highway Division.
Appropriation and revenue .
Expenditures :
Bridge Service .
Boston and Cambridge
Bridges
Paving Service
Unexpended balance
Transferred to Central Office,
Transferred to Ferry Division,
$1,524,091 54
$201,995 00
22,006 57
1,261,128 72
1,485,130 29
.' $859 76
. 670 63
$38,961 25
$1,530 39
. Unexpended balance $37,430 86
Transferred to city treasury .... $37,430 86
Lamp Division.
Appropriation and revenue .... $730,000 00
Expenditures 710,294 84
Unexpended balance $19,705 16
Transferred to city treasury .... $19,705 16
Sanitary Division.
Appropriation and revenue .... $1,309,963 82
Expenditures :
Sanitary Service . . . $725,202 57
Street Cleaning and Watering
Service 559,235 20
1,284,437 77
Unexpended balance $25,526 05
Transferred to city treasury .... $25,526 05
Sewer Division.
Appropriation and revenue $313,91610
Expenditures . . 312,541 05
Unexpended balance $1,375 05
Transferred to city treasury .... $1,375 05
Street Department.
Sewerage Works.
Balance February 1, 1910 $27,130 04
Loan . 300,000 00
$327,130 04
Expenditures 220,966 39
Unexpended balance $106,163 65
Separate Systems of Drainage.
Balance February 1, 1910 .... $313,461 14
Loan .-."........ 674,000 00
r ,461 14
Expenditures 742,142 79
Unexpended balance $245,318 35
Permits.
By chapter 571 of the Acts of 1910, the department
was authorized to collect fees for permits. A copy of
this act follows:
An Act to Authorize the Collection of Fees for Permits
and Licenses Issued by Departments of the City
of Boston.
Be it enacted, etc., as follows:
Section 1. The heads of the various departments of the
city of Boston may establish, subject to the approval of the
mayor, reasonable fees or charges for the issuance of permits
and licenses by said departments: provided, however, that
the charge for a permit to make excavations in any street or
sidewalk shall not exceed fifty cents.
Sect. 2. The authority given in the preceding section shall
not deprive any of the officials named in section twenty-eight
o'f chapter four hundred and eighty-six of the acts of the year
nineteen hundred and nine of any authority given therein to
fix the charges for permits and licenses.
Sect. 3. This act shall take effect upon its passage.
Acting under this authority, a schedule of prices for
the different kinds of permits issued from the Permit
Office was adopted, a copy of which follows:
6 City Document No. 35.
Schedule of Prices.
City of Boston. — Street Department.
Notice to Corporations, Contractors and Others. (In Accordance
with Chapter 571 of the Acts of 1910.)
On and after July 15, 1910, a charge will be made for each
permit issued from the Permit Office of this department in
accordance with the following schedule:
1. Openings in streets or sidewalks, 50 cents each. Limited
to 100 linear feet on one permit.
2. Emergency permits, Class A (for the above purpose),
50 cents each.
3. Advertising by man wearing hat and coat lettered (annual
permit), $5 (or $1 per month).
4. Cleaning snow from roofs (occupation of sidewalk and
street while so doing), annual permit $1 each.
5. Driving cattle through the streets (annual permit to
driver), $5.
6. Dumping snow from private property into public alleys
(annual permit), 50 cents.
7. Erecting and repairing awnings (annual permit), 50 cents.
8. Erecting, altering or repairing buildings (occupation of
street or sidewalk), 1 cent per square foot per month up to
5,000 feet, and | cent per foot per month in excess of 5,000
feet; the minimum charge to be at one month rate.
9. Painting or minor repairs, 50 cents each.
10. Feeding horses on streets (annual permit), $1 each.
11. Moving buildings in streets, $5 per day; minimum charge,
$10.
12. Painting signs or notices on obstruction fences, $1 each.
13. Placing, and removing, signs flat on buildings, 50 cents
each.
14. Projecting signs or lamps from buildings, $1 each.
15. Raising or lowering safes, machinery, etc., $1 each.
16. Loading and unloading goods (annual permit), charges
to be based on conditions at each location. Minimum, $1;
maximum, $5.
17. Emergency permits (Class B), $1 each.
18. Special permits for other than above purposes, 25 cents
each.
19. Annual permits at rates other than those in the preceding
classes, when in the opinion of the Superintendent of Streets
such permits are requisite to the proper conduct of the permit
system.
All extensions will be considered renewals and the charge
collected as for a new permit.
L. K. Rourke,
July 12, 1910. Superintendent of Streets.
Street Department. 7
The object of this schedule was to restrict, as much
as possible, any unnecessary occupation of the streets
and incidentally reduce the expense of the Permit Office.
For the first month or so there was more or less objection
by applicants for permits, but when the matter was
explained they realized that it was not intended as a
burden or imposition. Many attempts were made to
evade payment and it became necessary to assist the
Police Department in prosecuting a few of the most
flagrant offenders and to establish a system of inspection
of occupations for building operations.
The income from this source amounted to $14,259.96,
divided as follows :
Class No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
3,653
40
291
00
21
00
65 00
31
00
33
00
116 00
6,249
81
1,376 00
923
00
65 00
6
00
459
50
155
00
180
00
117
00
177
00
119
25
222
00
*$14,259 96
If this rate of income can be maintained it will pay
the actual cost of issuing permits and will cover a part
of the cost of the inspection.
Undoubtedly the greatest benefit to the citizens is
the reduction of occupation of sidewalk and roadway by
persons building, altering or repairing buildings. It has
been customary for an applicant for a permit to insist
that he needed the entire sidewalk and at least six feet
of the roadway along the front of his property. Under
* $13,005.30 paid in to the City Collector.
8 City Document No. 35.
the schedule, as adopted, the same applicants ask for
only enough space to allow them to transport material
across the sidewalk into the property, for exactly similar
operations. Even in so small an operation as on a
frontage of twenty -five feet the occupation would
formerly reach at least three hundred aod fifty feet;
now it is confined to fifty square feet for a temporary
driveway, a three hundred foot saving to the public.
Where an operation entailing the erection of several
buildings is concerned the reduction of public incon-
venience is plainly of considerable importance.
Many of the older streets throughout the city are in
great need of entire renumbering and several hundred
in need of partial renumbering. Some of these streets
were built with dwellings and the spread of business
has changed them into stores and office buildings. In
these cases the original numbering had to be changed,
as not enough numbers were assigned to the dwellings
to provide for additional entrances. This necessitates
dividing a number into parts, as No. 22, 22A, 22B, 22C.
This is not only a source of inconvenience to the occupant
but to the general public.
Considerable difficulty exists in the handling of the
number thirteen. For a number of years this number
has not been used in numbering streets, and whenever
possible, without causing trouble to property owners,
existing thirteens have been replaced. There is extreme
objection to the number on account of superstition.
Owners, tenants and dealers state positively that build-
ings so numbered do not sell or rent as readily as under
another number. Where this number exists and the
owner requests a change, he is assigned 11A in cases
where the buildings next his are properly numbered
eleven and fifteen. This causes inconvenience to the
tenant or owner of number eleven who feels that he is
imposed upon.
Several times in the past attempts have been made
to properly number a certain street in the business
section and each attempt has produced strenuous
opposition on the basis that certain business houses
have built up their business on the number of their
building. This has apparently been the honest belief
of the protesting party but it is questionable if their
business would be damaged in the slightest degree by
a change of number. Mail would not be delayed, nor
Street Department.
9
would purchasers be annoyed to an appreciable extent.
It is doubtful if, after a notice of reasonable length had
been given, the changes were made there would be a
noticeable effect on business. Probably the opposition
is almost entirely due to a lack of public spirit and
consideration for general convenience.
In other cases where the entire renumbering of a
street has become necessary, the opposition comes from
the fact that the building number of some house that
had a questionable reputation in the past might be
assigned to one of respectability. Perhaps this is really
a better objection than in the case of the business man,
but it is questionable if it is of sufficient weight to
counterbalance the need of renumbering.
The expenditures under the several appropriations for
the year 1910 were as follows:
Maintenance ....
Highways, making of
Separate systems of drainage
Sewerage works
Bridge specials
Paving specials
L,051,952 34
186,655 99
742,142 79
220,966 39
79,064 68
31,204 93
i,311,987 12
Recapitulation of Expenditures for the Twelve Months, Ending
January 31, 191 1.
Object of Appropriation.
Current
Expenses.
Special
Appropria-
tions.
Total.
Street Department:
Central Office
Ferry Division
Highway Division. . .
Lamp Division
Sanitary Division. . .
Sewer Division
Highway, making of.
$23,627 76
235,920 63
1,485,130 29
710,294 84
1,284,437 77
312,541 05
110,269 61
963,109 IS
186,655 99
§23,627 76
235,920 63
1,595,399 90
710,294 84
1,284,437 77
1,275,650 23
186,655 99
Totals.
84,051,952 34
51,200,034 78
S5,311,9S7 12
10
City Document No. 35.
Financial Statement of the Street Department Appropriation,
February 1, 1910, to January 31, 1911.
Maintenance.
Appropriation.
Appropria-
tions and
Transfers
during
1910-11.
Revenue.
Total
Credits.
Expendi-
tures for the
twelve months
ending Janu-
ary 31, 1911.
Balances
of Divi-
sions,
January
31, 1911.
Street Department:
i $22,768 00
2 235,250 00
a 1,500,000 00
< 730,000 00
s 1,280,000 00
e 310,000 00
$23,627 76
235,920 63
1,522,561 15
730,000 00
1,309,963 82
313,916 10
$23,627 76
235.920 63
1,485,130 29
710,294 84
1,284,437 77
312,541 05
Ferry Division
Highway Division
$24,091 54
$37,430 86
19,705 16
Sanitary Division
Sewer Division
29,963 82
3,916 10
25,526 05
1,375 05
Totals
$4,078,018 00
$57,971 46
$4,135,989 46
$4,051,952 34
$84,037 12
Appropriation
Transferred from Highway Division
2 Appropriation
Transferred from Highway Division
3 Appropriation ....
Revenue ....
Transferred to Central Office
Transferred to Ferry Division
Transferred to city treasury
$22,768 00
859 76
$235,250 00
670 63
$1,500,000 00
24,091 54
859 76
670 63
37,430 86
$23,627 76
$235,920 63
$1,485,130 29
4 Appropriation $730,000 00
Transferred to city treasury 19,705 16
$710,294 84
5 Appropriation $1,280,000 00
Revenue 29,963 82
Transferred to city treasury 25,526 05
$1,284,437 77
6 Appropriation $310,000 00
Revenue 3,916 10
Transferred to city treasury 1,375 05
$312,541 05
Comparative Table Showing Cost of Maintenance of the Street Department Since 1899.
Division.
1899-1900.
1900-01.
1901-02.
1902-03.
1903-04.
1904-05.
190S-06.
1906-07.
1907-08.
1908-09.
1909-10.
1910-11.
$18,799 41
120,408 72
15,998 18
211,822 87
$19,994 66
138,580 56
17,353 27
236,999 91
$24,999 83
170,866 18
18,394 97
248,754 06
$20,386 04
164,082 13
16,400 04
227,688 29
$21,092 06
171,789 52
16,715 12
254,535 23
$20,853 21
185,269 84
16,263 90
254,535 20
$21,902 91
184,564 54
20,878 84
273,995 90
$22,518 63
19S.852 71
18,464 72
222,101 10
719,574 91
1,089,247 94
131,357 56
637,255 93
301,145 94
353,550 33
170,728 75
$23,627 76
201,995 00
22,006 57
235,920 63
710,294 84
1,178,546 90
112,623 21
723,249 64
$188,235 55
11,609 64
265,463 83
826,804 01
860,246 89
77,023 96
767,859 76
374,075 92
465,005 94
153,423 07
$199,342 12
11,230 57
294,357 82
840,016 93
831,113 67
144,117 96
790,243 78
402,389 60
501,688 67
152,235 45
$180,273 01
18,524 29
249,068 39
809,510 06
775,838 06
58,143 37
745,200 90
351,162 41
419,275 91
154,679 90
Boston and Cam-
bridge Bridges... .
Paving
Removal of snow. . .
705,432 68
154,625 18
567,107 81
347,133 64
322,951 15
174,625 97
753,562 34
29,138 38
609,664 67
362,060 24
339,747 23
174,742 45
837,831 07
93,518 45
623,000 50
345,660 05
356,445 72
164,259 36
780,236 39
121,899 66
675,319 64
301,743 69
392,802 09
160,147 25
785,946 38
114,395 94
654,975 87
288,679 26
403,626 11
164,104 74
808,604 99
264.S40 43
706,529 89
324,360 72
434,172 62
165,071 08
874,636 88
137,115 89
703,382 08
381,687 78
448,837 79
189,347 50
312,541 05
Street. Cleaning
Street Watering. . . .
370,602 81
160,543 93
Totals
$2,638,905 61
$2,681,843 71
$2,883,739 19
$2,860,705 22
$2,875,850 23
$3,184,092 88
$3,236,350 11
$3,980,748 57
$4,166,736 87
$3,761,676 30
$3,864,798 52
$4,051,952 34
Hired Team Contracts.
Single,
per
day.
Double,
per
day.
Extra
Men,
per
day.
Paving
Division.
Sanitary
Division.
Sewer
Division.
Street
Cleaning
Division.
No. 1. South Boston and Dorchester North 1
No. 2. East Boston 2
No. 3. Charlestown 2
No. 4. Brighton '
No. 5. West Roxbury »
Nos. 6-9. Dorchester and Ashmont '
No. 7. Roxbury South and Jamaica Plain 4 . .
No. 8. South End and Roxbury North'. . ..
No. 10. North and West Ends and Back Bay
John J. Loonie. . . .
Bernard E. Grant.
Bernard E. Grant.
Joseph McGreevey
George Hi Noone. .
John H. Winsloe . .
George H. Noone. .
Joseph Sprissler . . .
Bernard E. Grant.
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
Feb. 4,
1010
1910
1910
1910
1910
1910
1910
1910
1910
$3 00
3 05
3 05
3 00
3 00
2 98
3 00
3 25
3 00
4 75
4 75
5 00
4 90
4 42
4 90
4 85
4 50
1 80
1 80
2 00
2 00
2 00
2 00
2 00
1 80
Feb. 1
Feb. 1
Feb. 1
Feb. 1
Feb. 1
Feb. 1
Feb. 1
Feb. 1
Feb. 1
1910
1910
1910
1910
1910
1910
1910
1910
1910
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
Jan. 31, 1911
$3,935 65
2,632 10
551 75
192 50
2,982 15
9,733 51
7,380 30
8,564 07
1,987 50
$4,169 15
640 21
3,021 00
440 00
17,203 26
2,327 50
4,389 77
1,459 63
$46 00
130 63
90 25
890 00
347 90
3,358 65
291 15
2,133 06
1,991 25
1,372 70
3,588 86
4,698 70
$9,524 80
2,762 73
2,779 77
4,103 50
3,770 05
30,295 42
11,371 65
18,675 76
10,137 OS
1 Advertised and awarded to lowest bidder.
2 Advertised and awarded to lowest bidder on doubles and second lowest bidder on singles.
3 Advertised and awarded to second lowest bidder on doubles and lowest bidder on singles.
< Advertised and awarded to third lowest bidder on doubles and lowest bidder on singles.
' Advertised and awarded to second lowest bidder on doubles and fifth lowest bidder on singles.
St
Summary
of Volume and Cost of Snow Removed, Year
Ending January 31,
1911.
Work Done by
Districts.
Teams.
Total Teams.
Cubic
Yards.
Total
Cubic
Yards.
Cost.
Total Cost.
Cost per
Cubic
Yard.
Total
Cost
per Cubic
Yard.
Single.
Double.
Single.
Double.
Not Including Paving
Division Day Work.
.
656
733
900
365
3,656
1S4
903
784
166
1,271
1,080
44
364
155
685
144
155
1,179
98
931
4,224
1,232
2,442
1,012
7,539
70S
1,820
4,713
543
4,699
28,932
$8,896 05
4,192 64
5,781 34
4,008 30
7,655 95
4,089 09
'$74,147 40
$0 30
35
37
42
36
39
11,475 84
13,389 61
2,817 87
11,842 71
19,618
2 4,835
1,494
610
628
987
98
227
4,479
1,865
1,911
3,490
307
680
4 $1,36.5 39
6 647 91
«698 82
'-1,465 80
110 52
265 20
12,732
50,011
No. 1.
4,044
$4,553 64
1,372
1,878
1,051
207
473
4,754
1,000
6,020
5,028
3,046
4,169
2,333
460
1,050
10,554
2,220
14,148
12,031
$1,600 41
31S 7S
773 68
301 88
925 75
7,016 15
936 13
7,147 96
4,649 28
$0 52
07
33
66
88
66
42
51
39
$0 358
No. 2...
No. 3 . .
No. 6 . .
Sanitary Division, Street Cleaning Section, day work
No. 7
No. 8 .
No 9
No. 10
»;21,783
» 23,770 02
21,783
31,401
4,044
8,879
62,743
91,675
$28,323 66
102,471 06
$0 451
Totals
4
1 Single load, 1$ cubic yards.
2 Double loads, 3 cubic yards.
3 Includes cost of plowing gutters, cleaning sidewalks and picking ice not carted away.
4 Includes 3,048 cubic yards at 29 cents ($1,057.92), removed under 1909 contract.
5 Includes 1,623 cubic yards at 35 cents ($568.05), removed under 1909 contract.
6 Includes 1,746 cubic yards at 37 cents ($646.02), removed under 1909 contract.
' 1909 contract. , . , ,,,„_, , c.
8 Includes 17,316 loads, Street Cleaning Section, at 2.22 cubic yards, and 4,467 loads, Sanitary
Section, at 2.59 cubic yards. .
9 Includes Sunday and other work paid for at time ana one-halt.
Street Department.
11
The following tables show the snowfall and rainfall
since 1904:
Snowfall (inches).
Month.
1904-05.
1905=06.
1906-07.
1907-08.
1908-09.
1909-10.
1910-11.
1.1
15.5
16.1
25.5
6.6
1.4
January
February
12.0
21.3
8.0
3.6
3.5
6.1
6.1
21.9
7.0
4.3
9.3
4.8
0.8
3.5
11.2
2.3
3.1
12.3
11.9
12.6
0.2
8.1
0.7
19.5
Totals
44.9
37.6
64.8
26.2
20.1
37.0
29.7
Rainfall (inches).
Month.
1904.
1905.
1906.
1907.
1908.
1909.
1910.
4.80
2.49
2.43
9.14
3.38
2.06
1.23
2.19
5.57
2.13
1.70
2.52
4.09
1.59
2.25
2.14
1.47
5.23
1.00
3.39
5.10
0.82
1.77
3.23
2.96
2.66
5.45
2.15
4.91
2.57
5.38
1.58
2.64
3.88
2.55
3.96
2.54
1.88
1.66
3.31
3.12
2.56
1.09
1.10
7.43
2.54
6.02
4.31
2.47
2.96
2.97
1.70
3.78
1.08
3.17
4.35
0.68
3.70
0.74
2.47
3.94
4.71
3.28
3.92
2.33
4.45
0.97
3.55
5.15
1.07
4.11
3.19
4.25
3.44
1.25
2.22
May
1.02
4.89
1.15
0.98
September
October
November
2.14
1.14
3.75
2.10
Totals
39.64
32. OS
40.60
37.56
30.07
40.67
2S.33
In this rainfall is included the precipitation during the -winter months, which equals
one-tenth of an inch to one inch of snowfall.
12
City Document No. 35.
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Street Department. 13
The following changes in pavements were made during
the year :
0.04 mile or 479 square yards granite block changed to asphalt.
0.20 mile or 3,196 square yards granite block changed to wood block.
0.57 mile or 11,451 square yards granite block changed to brick.
0.00 mile or 8 square yards wood block changed to brick.
0.03 mile or 719 square yards plank on bridges changed to brick.
1.11 miles or 28,690 square yards macadam changed to granite block.
1.45 miles or 27,799 square yards macadam changed to brick.
0.02 mile or 366 square yards gravel changed to granite block.
0.11 or 1,708 square yards gravel changed to brick.
4.88 miles or 76,069 square yards gravel changed to macadam.
0.06 mile or 1,017 square yards not graded changed to granite block.
0.02 mile or 1,244 square yards not graded changed to brick.
0.00 mile or 196 square yards not graded changed to plank on bridges.
0.26 mile or 11,909 square yards not graded changed to macadam.
0.03 mile or 572 square yards not graded changed to gravel.
Streets laid out or discontinued by the Street Commis-
sioners during the year show :
Brick increased mile or 26 square yards.
Macadam increased 0.20 mile or 3,839 square yards.
Gravel increased 2.21 miles or 36,140 square yards.
Not graded increased 0.00 mile or 2,192 square yards.
Corrections on account of revision and other causes
show :
Asphalt decreased 0.03 mile or 118 square yards.
Granite block increased 0.04 mile or 4,839 square yards.
Plank on bridges decreased 0.03 mile or 1,051 square yards.
Bitulithic decreased 0.00 mile or 83 square yards.
Macadam increased 0.18 mile or 8,555 square yards.
Gravel increased 0.01 mile or 412 square yards.
Not graded decreased 0.00 mile or 392 square yards.
14
City Document No. 35.
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Street Department.
15
Public streets laid out by the Street Commissioners
during the year show pavements increased 2.41 miles
or 42,197 square yards.
Corrections to previous measurements on account of
revision and other causes show pavements increased
0.17 mile or 12,162 square yards.
Total net increase 2.58 miles, or 54,359 square yards
pavements on public streets.
The rate of increase from year to year is shown in the
following table:
Miles.
1859 111.50
1871 201.32
1872 207.40
1873 209.24
1874 313.90
1875 318.58
1876 327.50
1877 333.20
1878 340.39
1879 345.19
1880 350.54
1881 355.50
1882 359.85
1S83 367.99
Miles.
1884 374.10
1885 379.60
1886 383.55
1887 390.30
1888 392.72
1889 397.84
1890 404.60
1891 409.60
1892 434.59
1893 443.34
1894 447.65
1895 452.12
1896 456.11
1897 459.12
Miles.
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
190S 511.60
1909 514.28
1910 518.63
1911 521.21
16 City Document No. 35.
DESCRIPTION OF DISTRICTS, 1910.
The City of Boston is hereby divided into Street
Department districts, ten in number, described and
bounded as follows:
District 1. South Boston and Dorchester North.
Bounded northerly by the Harbor Commissioners' iine
to Congress street, thence by and including Congress
street to Atlantic avenue, thence westerly by and not
including Atlantic avenue and Atlantic avenue exten-
sion to the South bay and Fort Point channel, thence
by Fort Point channel and Midland Division of the
N. Y., N. H. & H. R. R. to Dudley street, thence
southerly by and not including Dudley street, Stoughton
street, Pleasant street and Savin Hill avenue to Old
Colony Division of the N. Y., N. H. & H. R. R., by and
not including Savin Hill avenue, northerly side, to the
Harbor Commissioners' line, thence easterly by the
Harbor Commissioners' line to the point of beginning.
District 2. — East Bosto?i and Breed's Island.
District 3. — Charlestown.
District 4- — Brighton. Bounded easterly by District
8, namely, from the Charles river by and not including
Essex street to the Brookline line.
District 5.-. — West Roxbury. Bounded northerly by
District 7, namely, from the Brookline line by and
including Prince street to the Arborway, Arborway to
Pond street, by and including Pond street, Centre
street, Green street and Glen road to Franklin Park, by
and not including Sigourney street to Walnut avenue,
Seaver street, Blue Hill avenue and Canterbury street
to Morton street, by and including Canterbury street
and Ashland street to Harvard street, by and not inclu-
ding Harvard street to the Hyde Park line, to the Ded-
ham, Newton and Brookline lines to the point of
beginning.
District 6. — Dorchester. Beginning at the Harbor
Commissioners' line, by and including Savin Hill
avenue, Pleasant street, Stoughton street and Dudley
street to Midland Division of the N. Y., N. H. & H. R. R.
Street Department. 17
to Columbia road, by and not including Columbia road
to Blue Hill avenue, by and including Blue Hill avenue,
Canterbury street and Angell street to Blue Hill avenue
and Talbot avenue, by- and not including Talbot
avenue, Ashmont street and Freeport street to Com-
mercial Point Bridge, to Harbor Commissioners' line
to point of beginning.
District 7. — Roxbury South and Jamaica Plain.
Bounded northerly by District 8, namely, beginning at
Longwood avenue and Brookline line, by and including
Longwood avenue, Prentiss street, Linden Park street,
Roxbury street, Guild row, Dudley street and Magazine
street to Norfolk avenue, by and not including Norfolk
avenue to the Midland Division of the N. Y., N. H. &
H. R. R. to Columbia road, by and including Columbia
road, Blue Hill avenue, Seaver street, Walnut avenue
and Sigourney street to Glen road, by and not including
Glen road, Green street, Centre street and Pond street
to Arborway, by and not including Prince street to
Brookline line, to Muddy river, to Longwood avenue.
District 8. — South End and Roxbury North.
Bounded northerly by District 10, namely, beginning
at Fort Point channel and Atlantic avenue extension,
by and including Atlantic avenue extension, Kneeland
street, Eliot street, Park square, Boylston street and
Massachusetts avenue to Charles river, by the west
bank, to and including Essex street to the Brookline
line, to Longwood avenue, by and not including Long-
wood avenue, Prentiss street, Linden Park street, Rox-
bury street, Guild row, Dudley street and Magazine
street to Norfolk avenue, by and including Norfolk
avenue to the Midland Division of the N. Y., N. H. &
H. R. R. to Fort Point channel, to point of beginning.
District 9. — ■ Ashmont. Bounded northerly by Dis-
trict 6, namely, beginning at the Harbor Commission-
ers' line to Commercial Point Bridge, by and including
Freeport street, Ashmont street and Talbot avenue to
Blue Hill avenue, by and not including Angell street,
by and including Canterbury street to Morton street,
by and not including Canterbury street to Morton
street, by and not including Canterbury street and
Ashland street to Harvard street, by and including
Harvard street to Hyde Park line, by the H}'de Park line
and the Milton line to Neponset river, to Harbor Com-
missioners' line.
18 City Document No. 35.
District 10. — North and West Ends and Back Bay.
Beginning at Atlantic avenue and Kneeland street, by
and not including Kneeland street, Eliot street, Park
square, Boylston street and Massachusetts avenue to
Charles river, by the west bank, Charles river to the
Harbor Commissioners' line to Congress street, by and
not including. Congress street to Atlantic avenue, by
and including Atlantic avenue to Kneeland street.
Respectfully submitted,
L. K. ROURKE,
Superintendent of Streets.
PART II.
APPENDICES.
APPENDIX A.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE FERRY DIVISION.
Boston, January 31, 1911.
Mr. Louis K. Rourke,
Superintendent of Streets:
Dear Sir, — I respectfully submit report of income,
expenditures and operation of the Ferry Division for
the financial year ending January 31, 1911, and strongly
urge that the following improvements be made:
North Pier, South Ferry, Boston side, be rebuilt, the
South Pier, North Ferry, Boston side, be rebuilt and that
the ends of the middle pier, North Ferry, Boston side,
be repaired.
The piling of the repair dock, South Ferry, East
Boston, should also be repaired.
Several of the foundations for drops need repairs
where foundations have settled and irons are worn out.
The truss rods of drops should be adjusted.
Guide piles on sides of tanks need repairs.
Six bunters need renewal on drops.
North Pier, East Boston side, North Ferry, rebuild
ends and head of pier.
Middle Pier, East Boston side, North Ferry, repair
pier near head.
South Ferry, East Boston, some repairs needed on
the piers.
South Ferry, Boston side, wharf where towboats tie
up is in very poor condition.
I further recommend that all the head-houses and
drops be painted.
The following changes were inaugurated in the divi-
sion during the past year, in an endeavor to improve
the service.
On Saturday evenings the second boat at the South
22 City Document No. 35.
Ferry was continued until 10 o'clock p. m. (to accommo-
date the market people), instead of hauling off at 8 p. m.
as formerly.
A third boat was added to the service at the South
Ferry in July, 1910.
All repair work that interfered with the traffic is
done at night or on Sundays.
At the North Ferry the unloading of coal to the coal
pocket, which was always a source of annoyance and a
delay to travel, is now done on Sundays or at night,
thus giving a minimum of delay.
Four additional watchmen have been added to the
division for the protection of boats when not running.
One extra gateman has been employed at the South
Ferry, Boston side, because of the increased work due to
the third boat.
The ferryboat "General Sumner" was rebuilt and put
in commission in June, 1910.
An appropriation for a new boat has been received
and plans and specifications are now ready.
The property in charge of this division is as follows:
South Ferry, East Boston side. — Located at the ter-
mination of Lewis street, and covers an area of 58,725
square feet of land and water. On these premises are
one head-house with canopies, one workshop for car-
penters, machinist and blacksmith, one storehouse, one
modern coal pocket, three piers which form the two
slips, two drops and tanks, one wharf and dock where
boats are laid when not in use or while undergoing
repairs.
South Ferry, Boston side. — Located at the termination
of Eastern avenue, and covers an area of 38,135 square
feet of land and water, on which are one head-house
with canopies, one gate room, three piers which form
the two slips, and two drops and tanks.
North Ferry, Boston side. — Located at the termination
of Battery street and covers an area of 45,000 square
feet of land and water, on which are one head-house
with canopies, one gate room, three piers which form
the two slips, and two drops and tanks.
North Ferry, East Boston side. — Located at the ter-
mination of Border street, and covers an area of 62,138
square feet of land and water, on which are one head-
house with canopies, one boiler and room, one coal
pocket, three piers which form the two slips, and two
drops and tanks.
Street Department — Ferry Division. 23
The following steam ferryboats are in commission:
Name. When Built. Kind. Length.
Revere 1875 Side-wheel, 14S ft.
D. D. Kellv 1889 " 148 "
Hugh O'Brien 1883 " 163 "
General Hancock 1887 " 148 "
Noddle Island 1899 Propeller, 164 " 3 in.
Governor Russell 1900 " 164 " 3 "
General Sumner 1900 " 164 " 3 "
Respectfully yours,
H. P. Christiernin,
Deputy Superintendent.
24 City Document No. 35.
STREET DEPARTMENT.— FERRY DIVISION.
Consolidated Financial Statement for the Year
Ending January 31, 1911.
1. Receipts.
Total cash receipts during the year . . . $106,738 57
Cash in hands of tollmen at beginning of year . 200 00
$106,938 57
Cash paid over to City Collector .... 106,738 57
Balance of cash on hand at end of year . $200 00
2. Appropriations and Expenditures.
Balance unexpended from previous years (loans), $40,015 60
Appropriation for new ferry boat, August 15, 1910
(loans) 125,000 00
Received from City Treasurer, annual appropria-
tion for this division for year ending January
31, 1911 230,000 00
Received additional by transfer .... 5,920 63
Total appropriations $400,936 23
Total expenditures ...... 275,960 63
Balance unexpended (loans) $124,975 60
3. Result of Operations for the Year.
Receipts for the year (net income) .... $106,738 57
Ordinary expenses .... $235,920 63
Interest on ferry debt . . . 17,935 00
Depreciation of boats . . . 10,432 80
Depreciation of machinery and
tools ... . . 463 45
Cost of repairing ferryboat "General
Sumner" 39,500 00
Less increase in valua- $304,251 88
tion of real estate . $10,000 00
Less increase in stock
of supplies . . 6,100 24
16,100 24
Net outgo for the year 288,151 64
Net loss for the year . . . . . $181,413 07
Street. Department — Ferry Division.
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29
Comparative Balance Sheets at the close of each Year for Five Years.
January 31,
1907.
January 31,
1908.
January 31, January 31,
1909. 1910.
January 31,
1911.
Assets.
Cash, tollmen's capital. . . .
Fuel and supplies in stock.
City Treasurer (balance of appro-
priations)
Real estate, buildings, (assessors'
valuation)
New buildings l
Ferryboats (less depreciation) .
Machinery and tools (less depre-
ciation)
$200 00
4,295 14
15 60
573,400 00
25,000 00
209,346 74
6,151 95
Total tangible assets.
Cost of ayenues, etc., East Boston
(preyious to 1870) 2
Deficiency of assets (loss)
Totals
S81S.409 43
315,815 68
2,823,300 28
83,957,531 39
Liabilities.
Capital invested by City of Boston
to date
Appropriations account (credit
balances)
,957,515 79
15 60
Total liabilities.
$3,957,531 39
S200 00
1S.970 60
15 60
578,400 00
196,785 94
5,536 76
$200 00
13,307 77
S200 00
4,730 56
15 60 40,015 60
606,400 00 606,400 00
1S4,978 7SJ 173.SS0 05
5,149 45
8799.90S 90
315,815 68
3,03S,3S2 5S
$S10,051 60
315,815 68
3,190,953 96
§4,154,107 16| $4, 316,821 24
,154,091 56
15 60
$4,154,107 16
,316,805 64
15 60
,316,S21 24
4,634 50
$200 00
10,830 80
124,975 60
616,400 00
163,987 25
4,171 05
$S29,S60 71
315,815 68
3,343,848 65
$920,564 70
315,815 68
3,525,261 72
$4,489,525 04i §4,761,642 10
$4,449,509 44
40,015 60
$4,489,525 04
,636,666 50
124,975 60
,761,642 10
Detail of Capital Invested by the City of Boston.
Total expenditures to date, per ferry
books
Interest on debt for the year (per
City Auditor)
Interest previous years, etc. (net
debits per auditor)
Total expenditures 3 .
Deduct total receipts paid to col-
lector 3
Excess of expenditures, viz., capital
invested by city
$9,849,968 17
IS, 114 18
279,148 85
$10,147,231 20
6,189,715 41
$3,957,515 79
$10,152,247 67
18,075 00
279,148 85
$10,419,391 06
17,935 00
279,148 85
$10,659,427 16
17,935 00
279, 14S S5
$10,953,322 79
17,935 00
279,14S 85
§10,449,471 52
0,205,379 96
$4,154,091 56
§10,716,474 91
6,399,669 27
$4,316,805 64
$10,956,511 01
6,507,001 57
$4,449,509 44
$11,250,406 64
6,613,740 14
$4,636,666 50
1 Included in real estate and buildings by assessors.
2 See footnote 4 under Table 4.
» Auditor's figures for total expenditures and receipts are 800,278.56 more than the above, the difference
(capital invested) being the same; 83,542.50 for additional interest and $33 counted twice ou total of ferry books
have also been included in these figures.
30 City Document No. 35.
Total Expenditures upon Ferries since 1858=59.
Expenditures for avenues, paving, interest, etc.,
previous to purchase of the ferries by the
city* $444,101 30
Purchase of ferries, April, 1870 .... 276,375 00
Expenditures for ferryboats since April, 1870,f 618,610 58
Expenditures for new buildings, piers, drops,
etc.f 555,523 64
Expenditures for tools and fixtures f . . . 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 . $1,924,925 50
Expenditures for repairs of all kinds f . . 990,615 47
Expenditures for fuel f 1,466,938 54
Expenditures for salaries and wages f . . 5,204,523 57
Expenditures for all other purposes . . . 1,723,682 12
$11,310,685 20
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 f . 6,385,128 98
Receipts from rents since purchase of ferries f ■ 63,150 79
Receipts from sales of ferryboats f . . . 147,331 21
Receipts from all other sources, per ferry
books ft 18,284 31
Receipts from all other sources, additional, per
auditor 30,734 85
Total receipts from all sources . . $6,674,218 70
Less amount with tollmen as capital . . 200 00
Total receipts, per auditor's figures . . $6,674,018 70
* See footnote 4 under Table 4.
t According to books of the Ferry Division.
t $104.18 rejected money and $33 counted twice have been deducted from this item.
See previous reports.
Street Department — Ferry Division.
31
Regular Annual (Ordinary) and Special Appro-
priations (Extraordinary) of the Ferry Divi-
sion of the Street Department for the Year
Ending January 31, 1911.
Appropriation (regular) for the year ending
January 31, 1911 . . . * . . . $230,000 00
Transfers from other sources, additional . . 5,920 63
Amount of expenditures for the year . $235,920 63
Special Appropriations.
Appropriation authorized and issued May 27,
1902, for ferry improvements .... $100,000 00
Amount expended from May 27, 1902, to
January 31, 1911 . . . . . 99,984 40
Unexpended balance of appropriation January
31, 1911 $15 60
Appropriation authorized January 19, 1910, for
transfer from Lamp Division for repairing
ferryboat "General Sumner" .... $40,00000
Amount expended from January 19, 1910, to
January 31, 1911 39,500 00
Unexpended balance of this appropriation,
January 31, 1911 $500 00
Appropriation authorized and issued August 15,
1910, for new ferryboat . . . ' . . $125,000 00
Amount expended from August 15, 1910, to
January 31, 1911 540 00
Unexpended balance of this appropriation
January 31, 1911 . . ... . $124,460 00
Statement Showing Receipts at Each Ferry.
North Ferry.
From Tollmen.
Foot
Passengers.
Team
Tickets.
Totals.
East Boston side
$17,015 49
17,750 41
$9,605 50
5,837 00
$26,620 99
23,587 41
Boston side
$34,765 90
$15,442 50
$50,208 40
32
City Document No. 35.
From tollmen
From gatemen:
For 82,000 foot passengers at 1 cent, $820 00
For cash fares for teams . . 7,451 11
Total at North Ferry
50,208 40
8,271 11
,479 51
South Ferry.
From Tollmen.
Foot
Passengers.
Team
Tickets.
Totals.
East Boston side
Boston side
$12,715 77
13,499 94
$3,695 00
6,566 00
$16,410 77
20,065 94
$26,215 71
$10,261 00
$36,476 71
From tollmen
From gatemen:
For 65,179 foot passengers at 1 cent, $651 79
For cash fares for teams . . 8,033 10
Total at South Ferry ....
North and South Ferries as above .
Tickets paid for at office of City Collector .
Tickets paid for at office of Ferry Division .
Received in lieu of free ferries July 4, 1910 .
Total receipts from rates .
Rents for the year
Sales of old material .
Commissions on public telephone
Reimbursed damages
Head-house privileges
Total cash receipts for the year
>,476 71
8,684 89
,161 60
$103,641
11
168
50
1,443
50
1
00
$105,254
11
497
34
157
66
28
16
1
30
800
00
$106,738 57
Street Department — Ferry Division.
33
Statement showing the Difference of Travel on the
Ferries from February 1, 1910, to January 31, 1911.
Foot passengers at 1 cent each .
Foot passengers by ticket
Foot passengers free .
One-horse teams and pleasure car
riages
Two-horse teams
Three-horse teams
Four-horse teams
Two-horse pleasure carriages and
hacks
Handcarts, etc. .
Dragwheels
Free teams .
Total teams each ferry
North Ferry.
South Ferry.
3,558,590
44,604
2,408
2,686,750
23,752
1,419
3,605,602
2,711,921
349,408
140,182
7,261
4,203
275,673
101,714
3,779
5,295
26,879
4,203
1
13,824
1,865
4
4,752
634
536,889
402,788
Statement of Travel from Boston to East Boston and
from East Boston to Boston from February 1, 1910,
to January 31, 1911.
From From East
Boston Side. Boston Side .
Foot passengers at 1 cent each . . 3,199,818 3,045,522
Foot passengers by ticket . . 33,755 34,601
Foot passengers free .... 1,472 2,355
Total foot passengers
3,235,045 3,082,478
One-horse teams and pleasure car-
riages
Two-horse teams
Three-horse teams
Four-horse teams
Two-horse pleasure carriages and
hacks
Handcarts, etc. .
Dragwheels
Free teams .
Total teams both sides
316,150
121,791
5,572
4,799
308,931
120,105
5,468
4,699
20,209
3,066
2
20,494
3,002
3
2,025
3,361
473,614
466,063
34
City Document No. 35.
Total Travel on Both Ferries from February 1,
1906, to January 31, 1911.
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From Feb. 1, 1909,
to Jan. 31, 1910.
From Feb. 1, 1910,
to Jan. 31, 1911.
634,839
225,024
10,409
11,547
18,571
4,936
41
608,744
238,911
8,091
16,897
26,381
5,251
23
612,167
214,572
8,262
11.48S
30,720
5,058
29
625,723
245,131
11,929
9,257
36,667
5,934
12
625,081
241,896
11,0*40
9,498
Two-horse carriages and hacks ....
Two-cent tolls for handcarts, etc.. .
40,703
6,068
5
Total teams at both ferries. . . .
905,367
904,298
882,296
934,653
934,291
6,292,393
6,353,101
6,385,697
6,352,461
6,313,696
Street Department — Ferry Division.
35
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36 City Document No. 35.
APPENDIX B.
REPORT OF THE DEPUTY SUPERINTENDENT
OF THE HIGHWAY DIVISION.
Boston, Mass., January 31, 1911.
Mr. Louis K. Rourke,
Superintendent of Streets:
Dear Sir, — I submit herewith a report of the income,
expenditures and operations of the Highway Division
for the year 1910. This includes the reports of both the
Paving Service and the Bridge Service.
Paving Service.
The permanent pavements adopted last year, such as
the special cut granite block and the vitrified brick block
pavements, have been extended this year for consider-
able areas in the city proper, Roxbury, West Roxbury
and Dorchester.
The recommendation of previous years relative to the
car track streets — that they be paved with granite,
brick or some other durable wearing surface — is again
made. Last year a good beginning was made in this
respect on such streets as Washington street, West Rox-
bury; Hancock street, Dorchester, and Longwood ave-
nue, Roxbury. The following streets were paved with
special cut granite blocks: Charles street, between
Beacon and Boylston streets; and Washington street,
West Roxbury, from Green to Walk Hill streets.
North Market street, from Merchants row to Commercial
street, was paved with large granite block on a concrete
base.
The streets paved with brick blocks on a concrete base
were Dudley street, from Harrison avenue to Magazine
street; Damrell street, from Dorchester avenue to Old
Colony avenue; Hancock street, from Columbia road to
Winter street; Heath street, from South Huntington
Street Department — ■ Highway Division. 37
avenue to Parker street; Longwood avenue, from Hunt-
ington avenue to Brookline avenue, and Seneca street,
from Harrison avenue to Albany street.
Asphalt Work was confined almost entirely to resur-
facing old asphalt streets — Parkman street, from North
Russell to Blossom street, being the only extension of
the asphalt area during the year.
Wood Blocks were laid on Harvard street, from Wash-
ington street to Harrison avenue; Milk street, between
Pearl and Oliver streets, and on Pearl and Oliver streets,
respectively, 148 and 153 feet southerly from Milk street.
Macadam. — About 5.3 miles of new macadam streets
were built in the residential sections of the city. With
very few exceptions they are of the water bound type
and were all built by contract. The maintenance of
macadam streets is looked after by the department
force. Some of the streets were treated with a coal tar
product and a large area of ordinary water-bound
macadam was resurfaced.
Sidewalks. — It has been the policy of the department
during the past year to construct artificial stone side-
walks on all new streets and as a result there has been
laid about seven (7) miles of sidewalks, or about 158,000
square feet under the "393" Act and about three (3)
miles laid under the u 437" Act of 1893.
Crusher Plants. — The stone crushing plants owned
by the city are located at Codman street, Dorchester;
Dimock street, Roxbury, and Chestnut Hill avenue,
Brighton. The two former have not been operated for
several years. The Chestnut Hill plant is operated
under a lease, the contractor paying the city for each
ton of stone quarried. The crushed stone required by
the division for the resurfacing of streets has been fur-
nished on the street in the different districts by contract.
Street Openings. — The total number of permits issued
this year for street openings was 29,851. These open-
ings are distributed all over the city and permanent
pavements are disturbed as freely as macadam streets.
From experience in past years it is evident that street
openings will increase in the future with the changes in
the older sections and the developments in the outlying
sections of the city, resulting in a destruction of street
surfaces. To offset consequent expense, which must
ultimately devolve upon the city, for repairs caused by
these openings, deposits are required, when deemed
38 City Document No. 35.
necessary, from the parties making applications for the
permits, which are applied towards the cost of the neces-
sary repairs.
Steam Rollers. — At the beginning of the year the divi-
sion owned eleven (11) 15-ton and one (1) 3-ton rollers,
all being of the Buffalo-Pitts make, except the oldest in
the service, which is an Aveling and Porter roller, made
in England. The machines have had extensive repairs,
about all of them being refitted with new speed pinions
and shafts and new picks.
Personal Property. — The personal property of the
division (Paving), consisting of tools, hardware, horses,
carts, harnesses, rollers, etc., has been kept up and is in
very good condition, having a value of about $60,000.
Yard and Wharf Room. — The yards and wharves in
the several districts are the same as last year, with the
exception of the wharf property at 492 and 494 Chelsea
street, which was sold at public auction early in the year
to the Standard Oil Company, for $20,100. A descrip-
tion of the property in charge of the division is given in
another part of the report.
Respectfully submitted,
James H. Sullivan,
Deputy Superintendent,
Street Department — Highway Division. 39
HIGHWAY DIVISION (Bridge Service).
There are in the City of Boston 163 bridges, not
including culverts. Seven of these, namely, Brookline
street, Cambridge, Cambridge street, Harvard, North
Harvard street, Prison Point, and Western avenue to
Cambridge, all connecting Boston and Cambridge, are
in charge of two commissioners, one of whom is
appointed by the Mayor of Boston and the other by the
Mayor of Cambridge. The Charles River dam, on the
site of the old Craigie Bridge, is in charge of the Charles
River Basin Commission. One hundred twenty-two
bridges are supported wholly or in part by the City of
Boston, twenty-five of these being tide-water bridges
provided with a draw. Forty bridges are supported
entirely by railroad corporations.
There are sixteen important drawbridges maintained
by the City of Boston, namely, Broadway, Chelsea
(south), Congress street, L street and Warren, operated
by steam; Atlantic avenue, Charlestown, Chelsea
(north), Chelsea street, Dorchester avenue, Dover street,
Maiden, Meridian street, Neponset and Summer street,
operated by electricity, and Northern avenue, operated
by compressed air, the compressors run by electricity.
During the past year the following bridges have been
built, rebuilt or extensively repaired :
Alba?iy Street Bridge. — Built an entire new floor, including steel
floor beams, removed old overhanging sidewalks on outside
of trusses and built new ones between trusses in roadway.
Bridge has been entirely cleaned by sand blasting process and
painted. The grades of roadway and sidewalk on bridge and
also approaches have been changed in order to ease the
gradient.
Ashmont Bridge. — An extension of about 58 feet over the
Shawmut Branch, New York, New Haven & Hartford Rail-
road, has been added to the bridge during the past year.
Broadway Bridge. — Over Boston & Albany Railroad. This
bridge has been entirely cleaned by sand blasting process and
thoroughly painted. The hangers for the steel floor beams
have been renewed, the wooden flooring and sidewalks have
been renewed and some new stringers.
Charlestown Bridge. — On April 29, 1910, a fire in the power
40 City Document No. 35.
room destroyed part of the woodwork, all the electrical equip-
ment, and seriously damaged much of the operating
machinery of the draw, some of the wooden deck over the
power room, and part of each sidewalk near the center of the
draw. This necessitated the stopping of all water traffic
that could not pass under the draw, as it was out of commis-
sion completely for four days. After that it was in service
only between the hours of 1.15 a. m. and 4.45 a. m., until
June 1, when it was again in service to be opened on signal.
A special appropriation was made to cover the cost of repair-
ing the damage and to replace the draw in good working
order. It was necessary to completely rebuild the power
room, substituting metal and asbestos for the former wood-
work, to renew the electrical equipment, and overhaul all the
operating machinery, renewing parts severely damaged.
This work has been completed except some of the cleaning and
painting of the outside structural ironwork.
Congress Street Bridge. — This bridge has been entirely cleaned
and painted and the surface of both sidewalks have been
renewed, including some stringers.
Dover Street Bridge. — On August 10, 1910, a fire on an adjoining
wharf at the southwest corner of this bridge destroyed part
of the sidewalk planks, surface, facia, roadway plank, paving
and steel I-beams under the sidewalk. The damaged parts
were renewed and the work has been completed.
Neponset Avenue Bridge. — The surface of the Boston approach
of this bridge has been renewed, some stringers replaced with
new ones and new piles have been driven in the fender guards
to replace broken or decayed ones.
Summer Street Bridge (over Fort Point channel). — The flooring
of the draw foundation at this bridge has been entirely
renewed.
Tollgate Bridge. — During the past year a footbridge was built
from Hyde Park avenue to Washington street over the loca-
tion of the Providence Division of the New York, New
Haven & Hartford Railroad. It is a steel truss bridge sup-
ported on steel trestles with a wooden flooring and wooden
steps for approaches.
The following-named bridges need extensive repairs:
Chelsea South. — The draw of this bridge is much too light to
carry the traffic which goes over it, and the conditions there
are a source of great inconvenience to the traveling public.
The bridge is operated by steam, and there is but one boiler.
It is almost impossible to operate it by hand, and in case of
any accident to the boiler there is no reserve boiler as on the
other bridges operated by steam. There is now an appro-
priation available for building a temporary bridge for use
until such time as a permanent bridge is built.
Street Department — Highway Division. 41
Cottage Street Footbridge. — The entire length of this bridge
needs repairing, and the fences, about 3,000 feet, should be
painted.
Meridian Street Bridge.- — ■ An appropriation has been made to
cover the expense of partially rebuilding this bridge, and the
work will be done during the coming year.
North Beacon Street. — This bridge is in very poor condition, and
should be rebuilt during the coming year.
Southampton Street (over sluiceway). — The wooden bulkheads
are in very poor shape, and the general condition very dan-
gerous. This bridge should be rebuilt at once.
Winthrop Bridge. — This bridge is in very poor condition. The
amount paid for repairs annually would more than pay the
interest on a loan sufficient to build a suitable bridge. The
present bridge structure is too long, and the waterway could
be partially filled and a new bridge built, of a much shorter
length. Something should be done to replace this bridge at
once.
The following is a summary of miscellaneous repairs
on the various bridges during the past year :
Tide-water Bridges.
Atlantic Avenue. — Sheathed; put in oak headers.
Broadway Draw. — Patched deck and sheathing three times;,
rebuilt draw and approaches; repaired pier twice; sheathed
complete.
Charlestown. — Patched sheathing four times; repaired oak
headers five times; sheathed complete twice; repaired side-
walks and bulkheads; repaired run to float; new gate posts;
trimmed draw; painted power room inside.
Chelsea North. — Repaired oak headers three times; patched
sheathing three times; trimmed draw; repaired sidewalk;
repaired waterway ; repaired rests for draw twice ; put in two
trucks; repaired gate.
Chelsea South. — Repaired gates; repaired latch; sheathed both
sides twice; new oak headers; trimmed draw; patched
sheathing twice; patched bulkhead; repaired doors and steps
of house.
Chelsea Street. — Trimmed draw twice; built locker; painted
landing stairs; painted signals on draw; painted roof of oil-
house; patched sheathing.
Commercial Point. — Sheathed and put in new flaps; patched
sheathing.
Congress Street. — Sheathed three times; oak headers three
times; repaired gutter and latch; repaired sidewalks; new
beam for gearing; patched sheathing twice; two new side-
walks; painted draw; shelter houses and fence; painted
chords under sidewalks.
42 City Document No. 35.
Dorchester Avenue Draw. — Patched deck and sheathing three
times; sheathed complete; new headers twice; new stairs to
pit ; painted draw house and motor house ; repaired gate and
gate posts; rebuilt both draws; cleaned and painted iron-
work of both draws; planked pier.
Dover Street. — Patched deck and sheathing six times; oak
headers three times; sheathed downstream side; painted
shelter houses and set glass; repaired sidewalk and roadway;
cleaned and painted iron beams.
L Street. — Painted draw house inside and out; repaired side-
walks; removed waterway; patched sheathing; new oak
headers.
Maiden. — Trimmed draw; sheathed both sides; repaired wheel
guards; repaired fence; painted draw house outside and
inside; repaired sidewalk; repaired header; patched sheath-
ing.
Meridian Street. — Painted draw house inside and out ; repaired
fence on draw twice; painted fence; patched sheathing; new
oak headers; repaired wheel guard; sheathed both sides;
repaired waterway of pier; repaired latches on draw;
repaired house.
Neponset. — Patched deck and sheathing five times ; repaired
fender guard; new oak headers.
North Beacon Street. — Repaired hinges ; patched deck and
sheathing three times; sheathed draw complete.
Northern Avenue.- — Built cover for jack slides; sheathed road-
ways three times; patched sheathing five times; repaired
oak headers twice.
Summer Street. — Patched deck and sheathing four times;
repaired draw house; repaired shelter house and motor house;
painted draw house, shelter house and motor house; sheathed
both sides; oak headers twice; rebuilt both draws; cleaned
and painted both draws.
Warren. — Repaired track; repaired draw; patched sheathing
nine times; repaired headers six times; sheathed complete;
new oak headers; repaired rest on draw; repaired sidewalks
three times; repaired gates; repaired landing three times;
repaired house; patched deck twice; repaired pier ; repaired
fence twice; repaired wheel guard; painted both draws;
painted house inside and out; repaired and painted stable on
bridge; painted fence; repaired boiler room; built new gate;
trimmed draw.
Western Avenue to Watertown. — Patched deck and sheathing;
repaired wheel guard; rebuilt draw and approaches; painted
ironwork.
Inland Bridges.
Albany Street. — Patched and sheathed deck twice.
Allston. — Sheathed part of one side; patched sheathing.
Street Department — Highway Division. 43
Ashland Street. — Sheathed between tracks.
Ashmont Bridge. — Rebuilt.
Baker Street. — Sheathed.
Beacon Street (B. & A.). — Sheathed uptown side; patched
downtown side twice.
Blakemore Street. — Patched sheathing; rebuilt roadway and
sidewalks; cleaned and painted ironwork.
Blue Hill Avenue. — Patched sheathing and repaired sidewalks;
sheathed both sides.
Bolton Street. — Repaired sidewalks.
Boston Street. — Sheathed uptown side.
Boylston Street (B. & A.). — Sheathed; patched sheathing
once.
Broadway (B. & A.). — Cleaned and painted girders of span
over main tracks; patched deck and sheathing eleven
times.
Brookline Avenue. — Patched sheathing twice.
Cambridge Street (B. & M.). — Repaired sidewalks twice.
Central Avenue. — New beams; deck and sheathing.
Columbus Avenue. — Sheathed both sides; cleaned and painted
I-beams under sidewalks; rebuilt sidewalks.
Cottage Street Footbridge. — Lowered approach; repaired piling.
Dartmouth Street. — Patched sheathing three times.
Dorchester Avenue (over Plymouth Division).- — Patched uptown
side; sheathed uptown side; patched deck.
Ferdinand Street. — Sheathed ; patched sheathing.
Florence Street.— Sheathed.
Gainsborough Street Footbridge. — Repaired steps.
Gold Street. — Repaired and painted fence.
Harvard Street. — Sheathed one side.
Hyde Park Avenue. — Sheathed complete.
Massachusetts Avenue (over Providence Division). — Patched
sheathing twice; sheathed both sides; sheathed center
roadway.
Milton. — Repaired deck twice ; repaired paving ; patched
deck and put in new beams.
Norfolk Street (South, near Mattapan Station). — Sheathed.
Oakland Street. — Sheathed both sides; patched sidewalk.
Perkins Street Footbridge. — Repaired steps twice; built new
steps one side; patched deck.
Shawmut Avenue. — Cleaned and painted girders and fences.
Southampton Street (over sluiceway) . — Patched deck and sheath-
ing; rebuilt bridge.
Southampton Street (over railroad). — Sheathed both sides.
West Fourth Street. — Sheathed complete; patched sheathing
three times; repaired sidewalk.
West Newton Street. — Sheathed.
Winthrop Bridge. — Sheathed; patched deck twice; patched
sheathing; new wheel guards; repaired sidewalk.
44
City Document No. 35.
Bridge Service. — Financial Statement.
Note. — There was no specific appropriation made for the Bridge Service,
but the sum of $225,000 was set aside from the appropriation for Highway
Division to cover expenditures for Bridge Service, including the bridges in
charge of the Boston and Cambridge Bridge Commission.
Appropriation . $225,000 00
Revenue: From Boston & Albany Railroad (one-
half the expense of repairs on Albany
Street Bridge during 1909) . . 311 64
Total, appropriation and revenue
$225,311 64
Expended, February 1, 1910, to January 31, 1911:
Account Boston bridges $201,995 00
Account Boston and Cambridge Bridges . . 22,006 57
Total expended $224,001 57
Balance unexpended January 31, 1911 . . . 1,310 07
$225,311 64
Amount expended on Boston bridges and charged
to Highway Division $201,995 00
Amount expended on Boston bridges and charged
to special appropriations . . . . . 79,064 68
Total expended on Boston bridges . . $281,059 68
Total expended on Boston and Cambridge
bridges 22,006 57
Grand total of expenditures .... $303,066 15
Expenditures on Boston Bridges 1910.
(1.) Office Expenses:
Salaries : Engineer, super-
visor, clerk and messenger,
Printing, postage, and station-
),867 61
ery
420 24
Advertising
82 17
Telephones
197 22
Fares, etc.
66 72
Sundries .
402 70
$7',036 66
Carried forward .
$7,036 66
Street Department — Highy^ay Division. 45
Brought forward ....
(2.) Bridges:
Salaries of drawtenders and
caretakers
Lighting .
Fuel
Water
Oil .
Hardware and supplies
Sweeping and removing snow
Sand ....
Furnishings
Repairing buildings, plumb-
ing, etc.
Repairing piers, etc.
Electric power
Boats and repairing to same,
General repairs, roadways, etc.
Lumber . . $21,912 25
Nails . 471 82
Ironwork, ma-
chine repairs,
etc. . 4,839 55
Flagmen . . 93 61
Paint and stock, 722 67
Labor 15,955 66
Inspection . 360 00
(3.) Yard and Stable:
Yard: Employees:
Clerk, janitor,
teamster,
watchmen . $5,086
Machinist and
electrician . 2,326
$122,246 47
916 71
2,811 63
79 80
1,398 63
1,561 17
852 60
21 77
146 67
603 67
1,195 71
3,310 21
139 50
44,355 56
39
36
Heating ....
Lighting ....
Furnishings
Building repairs:
Plumbing and
general re-
pairs . . . $119
Labor . . 323
r ,412 75
155 35
101 36
40 75
47
93
$7,036 66
179,640 10
443 40
Total yard
Carried forward .
,153 ill
$8,153 61 $186,676 76
46 City Document No. 35.
Brought forward .
i
18,153 611186,676 76
Stable:
Wages, stable-
men and host-
lers
$3,556 64
Feed for horses
1,332
81
Veterinary
96
72
Shoeing and clip-
ping
372
50
Harness and wag-
ons and repairs
to same
1,066
70
Stable supplies
39
10
Automobile .
671
00
M i s c e 1 1 a n eous
stable expenses .
29
16
Total stable
7,164 63
Total yard and stable
15,318 24
Total expenditures
. $201,995 00
Summary of expenditures:
(1.) Office expenses
$7,036 66
(2.) On bridges
179,640 10
(3.) Yard and stable
15,318 24
Total .
$201,995 00
Street Department — Highway Division. 47
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48 City Document No. 35.
Income.
The total amount received by the City Collector on
account of bridges during the fiscal year was $105.72,
which includes $15.72 on account of the Boston and
Cambridge Bridges. The items are as follows :
Account, Boston and Cambridge bridges, junk . $15 72
Account, Boston bridges, junk . $65 00
Rents, Thomas M. O'Connor . 25 00
90 00
$105 72
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.]
In Charge of Highway Division, Bridge Service.
Allston, over Boston & Albany Railroad at Cambridge street,
Brighton.
Ashland street, over N. Y., N. H. & H. Railroad, Providence
Division, West Roxbury.
Athens street, over N. Y., N. H. & H. Railroad, Midland
Division.
* Atlantic avenue, over Fort Point channel.
Baker street, at Brook Farm, West Roxbury.
Beacon street, over outlet to Back Bay Fens.
Beacon street, over Boston & Albany Railroad.
Bennington street, over Boston, Revere Beach & Lynn Railroad.
Berkeley street, over Boston & Albany Railroad.
Berwick park (footbridge), over N. Y., N. H. & H. Railroad,
Providence Division.
Blakemore street, over N. Y., N. H. & H. Railroad, Providence
Division.
Bolton street, over N. Y., N. H. & H. Railroad, Midland
Division.
Boylston street, over Boston & Albany Railroad.
Broadway, over Boston & Albany Railroad.
* Broadway, over Fort Point channel.
Brookline avenue, over Boston & Albany Railroad.
Brooks street, Brighton, over Boston & Albany Railroad.
Byron street, over Boston, Revere Beach & Lynn Railroad.
Charlesgate, over Ipswich street.
* Charlestown, from Boston to Charlestown.
* Chelsea South, over south channel, Mystic river.
* Chelsea street, from East Boston to Chelsea.
Street Department — Highway Division. 49
Columbus avenue, over Boston & Albany Railroad.
* Commercial Point, or Tenean, Dorchester.
* Congress street, over Fort Point channel.
Cottage Farm, over Boston & Albany Railroad, at Common-
wealth avenue.
Cottage street (footbridge), over flats, East Boston.
Dartmouth street, over Boston & Albany Railroad.
* Dorchester avenue (formerly Federal street) , over Fort Point
channel.
* Dover street, over Fort Point channel.
Ferdinand street, over Boston & Albany Railroad.
Florence street, over Stony brook, West Roxbury.
Gainsborough street (footbridge), over N. Y., N. H. & H. Rail-
road, Providence Division.
Gold street (footbridge), over N. Y., N. H. & H. Railroad,
Midland Division.
Huntington avenue, over Boston & Albany Railroad.
Hyde Park avenue, over Stony brook, West Roxbury.
Ipswich street, over waterway.
Irvington street (footbridge), over N. Y., N. H. & H. Railroad,
Providence Division.
*L street, over reserved channel at junction of Summer and L
streets.
* Maiden, from Charlestown to Everett.
Massachusetts avenue, over Boston & Albany Railroad.
Massachusetts avenue, over N. Y., N. H. & H. Railroad,
Providence Division.
* Meridian street, from East Boston to Chelsea.
* Northern avenue, over Fort Point channel.
Shawmut avenue, over Boston & Albany and N. Y., N. H. & H.
Railroad, Providence Division.
Southampton street, east of N. Y., N. H. & H. Railroad, Mid-
land Division.
Summer street, over A street.
Summer street, over B street.
Summer street, over C street.
* Summer street, over Fort Point channel.
Tollgate way (footbridge), over Providence Division, from
Washington street to Hyde Park avenue, Forest Hills.
* Warren, from Boston to Charlestown.
West Newton street, over N. Y., N. H. & H. Railroad, Provi-
dence Division.
West Rutland square (footbridge), over N. Y., N. H. & H.
Railroad, Providence Division.
Winthrop, from Breed's Island to Winthrop.
In Charge of Highway Division and Park Department.
Columbia road, over N. Y., N. H. & H. Railroad, Plymouth
Division.
Columbia road, over Shoreham street.
50 City Document No. 35.
In Charge of Park Department.
Agassiz, in Fens.
Arborway, in Arborway, over Stony brook.
Audubon, in Riverway, over Boston & Albany Railroad.
Bernier street (footbridge), over Muddy river.
Boylston, in Fens, over waterway.
Bridle path, in Riverway, over Muddy river.
* Castle Island, 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.
Ellicott Arch, in Franklin Park.
Fens, in Fens.
Forest Hills, in Franklin Park.
Leverett pond (foot), in Leverett Park.
Neptune, in Wood Island Park, over Boston, Revere Beach &
Lynn Railroad.
Scarboro pond (foot), in Franklin Park.
Wood Island (foot), in Wood Island Park.
In Charge of Public Grounds Department.
Public Garden (footbridge).
II. — Bridges of which Boston Maintains the Part within
its Limits.
In Charge of Highway Division (Bridge Service) .
Central avenue, from Dorchester to Milton.
* Chelsea North, from Charlestown to Chelsea.
* Granite, from Dorchester to Milton.
Milton, from Dorchester to Milton.
*Neponset, from Dorchester to Quincy.
* North Beacon street, from Brighton to Watertown.
Spring street, from West Roxbury to Dedham.
* Western avenue, from Brighton to Watertown.
In Charge of Park Department.
Bellevue street, in the Riverway, over Muddy river.
Bernier street (footbridge), over Muddy river.
Brookline avenue, in the Riverway, over Muddy river.
Huntington avenue, in the Riverway, over Muddy river.
Longwood avenue, in the Riverway, over Muddy river.
III. — Bridges or which Boston Pays a Part of the Cost
of Maintenance.
In Charge of Highway Division (Bridge Service) .
Albany street, over Boston & Albany Railroad (over freight
tracks).
Street Department — Highway Division. 51
Ashmont street, junction Dorchester avenue and Talbot avenue,
over N. Y., N. H. & H. Railroad, Plymouth Division (75 feet
south of northerly end) .
Harvard street, over N. Y., N. H. & H. Railroad, Midland
Division.
Norfolk street, over N. Y., N. H. & H. Railroad, Midland
Division, near Dorchester station.
In Charge of Commissioners for Boston and Cambridge Bridges.
Brookline street from Brighton to Cambridge.
Cambridge, from Boston to Cambridge.
* Cambridge street, from Brighton to Cambridge.
* Harvard, from Boston to Cambridge.
* North Harvard street, from Brighton to Cambridge.
* Prison Point, from Charlestown to Cambridge.
* Western avenue, from Brighton to Cambridge.
IV. — Bridges of which Boston Maintains the Wearing
Surface.
In Charge of Highway Division (Bridge Service).
Bennington street, over the Boston & Albany Railroad.
Blue Hill avenue, over N. Y., N. H. & H. Railroad, Midland
Division.
Boston street, over N. Y., N. H. & H. Railroad, Plymouth
Division.
Brookline street, Brighton to Cambridge, portion over the
Boston & Albany Railroad.
Cambridge street, Charlestown, over Boston & Maine Railroad.
Chelsea, over Boston & Maine Railroad.
Curtis street, East Boston, over the Boston & Albany Railroad.
Dorchester avenue, over N. Y., N. H. & H. Railroad, Plymouth
Division.
Everett street, over Boston & Albany Railroad, Brighton.
Maverick street, East Boston, over Boston & Albany Railroad.
Norfolk street, over N. Y., N. H. & H. Railroad, Midland Divi-
sion, near Mattapan station.
Oakland street, over N. Y., N. H. & H. Railroad, Midland
Division, Mattapan.
Perkins street (footbridge), over Boston & Maine Railroad.
Porter street, over Boston & Albany Railroad.
Prescott street, over Boston & Albany Railroad.
Reservoir Road, Brighton, over Boston & Albany Railroad,
Newton Branch.
Saratoga street, over Boston & Albany Railroad.
Southampton street, over N. Y., N. H. & H. Railroad, Plymouth
Division.
Summer street, over N. Y., N. H. & H. Railroad, Midland
Division.
Sumner street, East Boston, over Boston & Albany Railroad.
52 City Document No. 35.
Webster street, East Boston (footbridge), over Boston & Albany
Railroad.
West Fourth street, over N. Y., N. H. & H. Railroad, Plymouth
Division.
V. — Bridge Maintained by Charles River Basin
Commission.
Charles River Dam (formerly Craigie's Bridge).
VI. — Bridge Maintained by Metropolitan Park
Commission.
Mattapan Bridge.
VII. — Bridges Maintained by Railroad Corporations.
1st. — Boston & Albany Railroad.
Albany street (over passenger tracks).
Harrison avenue.
Market street, Brighton.
Tremont street.
Washington street.
2d. — Boston & Maine and Boston & Albany Railroads.
Main street.
Mystic avenue.
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.
Dorchester avenue.
Morton street, Dorchester.
Washington street, Dorchester.
Silver street.
West Broadway.
West Fifth street.
West Fourth street.
West Second street.
West Sixth street.
West Third street.
6th. — New York, New Haven & Hartford Railroad, Plymouth
Division.
Adams street.
Cedar Grove Cemetery.
Street Department — Highway Division. 53
Freeport street.
Med way street.
Savin Hill avenue.
7th. — New York. New Haven <£ Hartford Railroad, Providence
Division.
Albany street. (New part.)
Baker street, West Roxbury.
Beech street, West Roxbury.
Bellevue street, West Roxbury.
Berkeley street. (New part.)
Broadway. (New part.)
Canterbury street, West Roxbury.
Castle square.
Centre and Mt. Vernon streets, West Roxbury.
Columbus avenue. (New part.)
Dartmouth street. (New part.)
Gardner street, West Roxbury.
Harrison avenue. (New part.)
Park street, West Roxbury.
Walworth street, West Roxbury.
Washington street. (New part.)
Recapitulation of Bridges.
Number wholly maintained by Boston:
In charge of Highway Division ... 55
In charge of Highway Division and Park
Department 2
In charge of Park Department . . . 17
In charge of Public Grounds Department . 1
13
— 75
II. Number of which Boston maintains the part
within its limits:
In charge of Highway Division
In charge of Park Department
III. Number of which Boston pays a part of the
cost of maintenance:
In charge of Highway Division ... 4
In charge of Commissioners for Boston and
Cambridge Bridges 7
— 11
IV. Number of which Boston maintains the wear-
ing surface 22
V. Number maintained by Charles River Basin
Commission . 1
VI. Number maintained by Metropolitan Park
Commission 1
54 City Document No. 35.
VII. Number maintained by railroad corporations:
1. Boston & Albany Railroad ... 5
2. Boston & Maine and Boston & Albany
Railroads 2
3. Boston & Maine Railroad, Eastern
Division 1
4. Boston, Revere Beach & Lynn Rail-
road 1
5. New York, New Haven & Hartford
Railroad, Midland Division . . 10
6. New York, New Haven & Hartford
Railroad, Plymouth Division . . 5
7. New York, New Haven & Hartford
Railroad, Providence Division . 16
— 40
Total number 163
Land and Buildings in Charge of Highway Division
(Bridge Service).
South Yard and Stable. — 170 Broadway extension, South Bos-
ton — 5,516 feet of land on Broadway extension and Dor-
chester avenue, on which is a brick building containing an
office, workshop and stable.
Atlantic Avenue Bridge. — Draw house, motor house and tool
house.
Broadway Bridge. — Draw house and one storehouse.
Charlestown Bridge. — Draw house, electrical power room and
six storehouses.
Chelsea North Bridge. — Draw house.
Chelsea South Bridge. — Draw house and engine house.
Congress Street Bridge. — Draw house, storehouse and two shel-
ter houses.
Cottage Street Footbridge.- — Watchman's house.
Dover Street Bridge. — Draw house and two shelter houses.
Dorchester Avenue Bridge. — Draw house, tool shed, two motor
houses, one controller house.
L Street Bridge. — Draw house, engine house.
Maiden Bridge. — Draw house.
Meridian Street Bridge. — Draw house.
Neponset Bridge. — Tool house.
Northern Avenue Bridge. — Draw house, containing a power
room and storage room for compressed air.
Summer Street Bridge. — Draw house, controller house, two
shelter houses.
Warren Bridge. — Stable, draw house, containing an engine
room and boiler room and a tool house.
Western Avenue Bridge to Watertown. — Tool house.
Street Department — Highway Division. 55
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City Document No. 35.
Table Showing the Widths of Openings for Vessels in all Bridges
Provided with Draws in the City of Boston, in January, 1911.
Name of Bridge.
Location.
*o
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Width.
Atlantic avenue
Boston & Maine Railroad, Eastern
Division
Boston & Maine Railroad, Eastern
Division
Boston & Maine Railroad, Fitchburg
Division
Boston & Maine Railroad, Fitchburg
Division (for teaming freight)
Boston & Maine Railroad (freight),
Southern Division
Boston & Maine Railroad (passenger),
Southern Division
Boston & Maine Railroad, Western
Division
Boston & Maine Railroad, Western
Division
Broadway
Cambridge street
Charlestown (main channel)
Charlestown (north channel)
Chelsea (north channel)
Chelsea (south channel)
Chelsea street
Commercial Point (or Tenean)
Congress street
Dorchester avenue
Dover street
Grand Junction Railroad
Grand Junction Railroad
Granite
Harvard (Boston side)
Harvard (Cambridge side)
L street
Lock
Maiden
Meridian street (East Boston side) . . .
Over Fort Point channel.
Boston to Charlestown. .
Over Miller's river
Boston to Charlestown. .
Boston to East Cambridge. .
Boston to Charlestown.
Over Miller's river
Over Fort Point channel.
Brighton to Cambridge . .
Boston to Charlestown. .
Charlestown to Chelsea.
East Boston to Chelsea. .
Dorchester
Over Fort Point channel .
Brighton to Cambridge.
East Boston to Chelsea.
Dorchester to Milton. . .
Boston to Cambridge . . .
Over reserved channel, South
Boston
Charles River Dam.
Charlestown to Everett.
East Boston to Chelsea.
42
feet
6 inches
39
«
8
35
«
10
36
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36
39
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7
10
39
39
36
42
36
50
49
60
38
60
24
50
41
40
39
60
36
36
36
39
45
50
59
Stkeet Department — Highway Division. 57
Table Showing Widths of Openings, etc. — Concluded.
Name of Bridge.
Location.
Width.
Meridian street (Chelsea side)
Neponset
New York, New Haven & Hartford
Railroad
New York, New Haven & Hartford
Railroad, Y-connection
New York, New Haven & Hartford
Railroad, Plymouth Division
North Beacon street
North Harvard street
Northern avenue
Prison Point
Summer street
Warren
Western avenue
Western avenue
East Boston to Chelsea.
Dorchester to Quincy. . .
Over Fort Point channel.
Dorchester to Quincy
Brighton to Watertown. . . .
Brighton to Cambridge ....
Over Fort Point channel. . .
Charlestown to Cambridge.
Over Fort Point channel. . .
Boston to Charlestown. . . .
Brighton to Cambridge. . . .
Brighton to Watertown. . . .
59 feet inches.
36 "
4 2
51
'
30
'
36
'
75
'
37
' 6
50
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36
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36
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35
' 10
58
City Document No. 35.
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Street Department — Highway Division. 59
RULES AND REGULATIONS TO GOVERN THE
OPENING OF THE DRAWS IN THE BRIDGES
CROSSING BOSTON HARBOR, MASSACHU-
SETTS, AND THE NAVIGABLE WATERS
TRIBUTARY THERETO.
The Law.
The River and Harbor Act of August 18, 1894, con-
tains the following section :
Sect. 5. That it shall be the duty of all persons owning,
operating, and tending the drawbridges now built, or which
may hereafter be built across the navigable rivers and other
waters of the United States, to open, or cause to be opened, the
draws of such bridges under such rules and regulations as in the
opinion of the Secretary of War the public interests require
to govern the opening of drawbridges for the passage of vessels
and other water crafts, and such rules and regulations, when
so made and published, shall have the force of law. Every
such person who shall willfully fail or refuse to open, or cause
to be opened, the draw of any such bridge for the passage of a
boat or boats, or who shall unreasonably delay the opening of
said draw after reasonable signal shall have been given, as pro-
vided in such regulations, shall be deemed guilty of a misde-
meanor, and on conviction thereof shall be punished by a fine
of not more than two thousand dollars nor less than one thou-
sand dollars, or by imprisonment (in the case of a natural person)
for not exceeding one year, or by both such fine and imprison-
ment, in the discretion of the court : Provided, That the proper
action to enforce the provisions of this section may be com-
menced before any commissioner, judge, or court of the United
States, and such commissioner,, judge, or court shall proceed
in respect thereto as authorized by law in case of crimes against
the United States: Provided further, That whenever, in the
opinion of the Secretary of War, the public interests require it,
he may make rules and regulations to govern the opening of
drawbridges for the passage of vessels and other water crafts,
and such rules and regulations, when so made and published,
shall have the force of law, and any violation thereof shall be
punished as hereinbefore provided.
The Rules and Regulations.
In accordance with the law above quoted, the following
rules and regulations are prescribed to govern the open-
60 City Document No. 35.
ing of the draws in the bridges crossing Boston Harbor,
and the navigable waters tributary to the said harbor.
Bridges without Closed Hours.
1. The draw in each and every bridge hereafter
named in this paragraph shall, upon the signal prescribed
in paragraph 7 below being given, be opened promptly
at all hours for the passage of any vessel or vessels or
other water craft not able to pass underneath it: Pro-
vided, That when the draw in any of the said bridges
shall have been open for ten (10) minutes or longer, it
may be closed for the crossing of trains, cars, vehicles or
individuals if any be waiting to cross, and after being so
closed for ten (10) minutes or for such shorter time as
may be necessary for the said trains, cars, vehicles or
individuals to cross, it shall be again opened promptly
for the passage of vessels or other water craft if there be
any such desiring to pass. The requirements of this
paragraph shall apply to each and every one of the fol-
lowing-named bridges, so called, to wit:
Across Chelsea Creek or Chelsea River. — Meridian Street Bridge,
Chelsea Street Bridge and Grand Junction Railroad Bridge.
Across Mystic River. — Wellington Bridge.
Across Maiden River. — Maiden River Bridge on Revere Beach
Parkway and Medford Street Bridge at Maiden.
Across Charles River. — Grand Junction Railroad Bridge, Cam-
bridge Street Bridge, Western Avenue Bridge, North Harvard
Street Bridge, Arsenal Street (Western Avenue) Bridge and
North Beacon Street (Market Street) Bridge.
Across Reserved Channel. — L Street Bridge, South Boston.
Across N&ponset River.- — New York, New Haven & Hartford
Railroad Bridge, Neponset Avenue Bridge and Granite Bridge.
Across Weymouth Fore River. — Quincy Point Bridge and East
Braintree Bridge.
Across Weymouth Back River. — Hingham Bridge.
Across Crystal Cove. — Boston, Revere Beach & Lynn Railroad
Bridge.
Across Tenean Creek. — Commercial Point or Tenean Bridge.
Bridges with Closed Hours.
2. Between the hours of 9 a. m. and 4.30 p. m., and
between the hours of 7 p. m. and 6.30 a. m. on week days,
and at all hours on Sundays, and on legal holidays ob-
served in the locality, the draws in each and every bridge
hereafter named in this paragraph shall, upon the signal
prescribed in paragraph 7 below being given, be opened
Street Department — Highway Division. 61
promptly for the passage of any vessel or vessels or
other water craft not able to pass underneath it: Pro-
vided, That when the draw in any of the said bridges
shall have been open for ten (10) minutes or for such
shorter period as may be necessary for the passage of
vessels or other water craft desiring to pass, between the
hours aforesaid, it shall be closed for the crossing of
trains, cars, vehicles or individuals if any be waiting to
cross, and after being so closed for ten (10) minutes or
for such shorter time as may be necessary for the said
trains, cars, vehicles or individuals to cross, it shall be
again opened promptly for the passage of vessels or
other water craft if there be any such desiring to pass.
Between the hours of 6.30 a. m. and 9 a. m., and between
the hours of 4.30 p. m. and 7 p. m., the draws in the
bridges hereafter named in this paragraph shall not be
required to be opened on week days for the passage of
any vessel, vessels or other water craft excepting during
the periods between 7.05 a. m. and 7.15 a. m., between
8 a. m. and 8.10 a. m., between 5.20 p. m. and 5.30 p. m.,
and between 6.20 p. m. and 6.30 p. m., and excepting
also as provided in paragraphs 4, 5 and 1 1 of these rules
and regulations. The requirements of this paragraph
shall apply to each and every one of the following-named
bridges, so called, to wit:
Across Mystic River. — Chelsea Bridge South, Chelsea Bridge
North, Maiden Bridge, Boston & Maine (Eastern Division)
Railroad Bridge and Boston & Maine (Western Division)
Railroad Bridge.
Across Charles River. — Harvard Bridge.
Across Fort Point Channel. — Northern Avenue Bridge, Con-
gress Street Bridge and Summer Street Bridge.
3. Between the hours of 9.10 a. m. and 4.15 p. m.
and between the hours of 7.40 p. m. and 6.15 a. m. on
week days, and at all hours on Sundays, and on legal
holidays observed in the locality, the draws in each and
every bridge hereafter named in this paragraph shall,
upon the signal prescribed in paragraph 7 below being-
given, be opened promptly for the passage of any vessel
or vessels or other water craft not able to pass under-
neath it : Provided, That when the draw in any of the said
bridges shall have been opened for ten (10) minutes or
for such shorter period as may be necessary for the
passage of vessels or other water craft desiring to pass,
between the hours aforesaid, it shall be closed for the
62 City Document No. 35.
crossing of trains, cars, vehicles or individuals, if any be
waiting to cross, and after being so closed for ten (10)
minutes or for such shorter time as may be necessary for
the said trains, cars, vehicles or individuals to cross, it
shall be again opened promptly for the passage of vessels
or other water craft, if there be any such desiring to
pass. Between the hours of 6.15 a. m. and 9.10 a. m.
and between the hours of 4.15 p. m. and 7.40 p. m., the
draws in the bridges hereafter named in this paragraph
shall not be required to be opened on week days for the
passage of any vessel, vessels or other water craft ex-
cepting that when the tide is high at Charlestown Navy
Yard between 6.15 a. m. and 9.10 a. m., the draw-
bridges hereafter named in this paragraph shall be
opened for a period between 6.15 a. m. and 9.10 a. m.
not exceeding ten (10) minutes and within forty-five (45)
minutes before or after said high tide for the passage of
all vessels or other water craft when of a draft of twelve
(12) feet or over, if there be any such desiring to pass;
the exact time of opening within the prescribed limits
of 45 minutes before and after said high tide to be pre-
scribed by the railroad companies, due regard being had
for causing minimum interference with railroad sched-
ules, highway traffic, and the interests of navigation.
The opening time of each bridge shall be so fixed as to
permit continuous passage through the next and follow-
ing bridges located in direction of course of vessel or
other water craft.
Across Charles River. — Charlestown Bridge, Warren Bridge,
Boston & Maine (formerly Fitchburg) Railroad Bridge, for
teams, Boston & Maine (formerly Fitchburg) Railroad
Bridge, Boston & Maine Railroad Bridge, Boston & Maine
(formerly Eastern) Railroad Bridge, Boston & Maine (formerly
Lowell Passenger) Railroad Bridge, Boston & Maine (formerly
Lowell Freight) Railroad Bridge, Craigie Temporary Bridge,
Boston Elevated Railway Bridge and Charles River Dam
Bridge.
Across Fort Point Channel. — Dorchester Avenue Bridge,
Atlantic Avenue (Cove Street) Bridge, New York, New
Haven & Hartford Railroad Bridge, New York, New Haven
& Hartford (Y connection) Railroad Bridge, Broadway
Bridge, Dover Street Bridge and New York, New Haven &
Hartford (South Bay Junction) Railroad Bridge.
4. The draw in Chelsea Bridge North shall, upon
the signal prescribed in paragraph 7 below being given,
Street Department — Highway Division. 63
be opened promptly at all hours for the passage of any
vessel, vessels or other water craft whose draft is eigh-
teen (18) feet or more; and any vessel, vessels or other
water craft proceeding upstream that during any of the
periods on week days from 7.05 a. m. to 7.15 a. m., 8 a. m.
to 8.10 a. m., 5.20 p. m. to 5.30 p. m., and 6.20 p. m. to
6.30 p. m., shall have passed through Chelsea Bridge
North, or through any other bridge across Mystic River
between Chelsea Bridge North, and Boston & Maine
(Western Division) Railroad Bridge, shall be passed
promptly on signal through each and all of the bridges
located upstream from Chelsea Bridge North, the pro-
visions of paragraph 2 of these rules and regulations to
the contrary notwithstanding; and any vessel, vessels
or other water craft proceeding downstream that
during any of the aforesaid periods shall have passed
through Boston & Maine (Western Division) Railroad
Bridge or through any other bridge across Mystic River
between Boston & Maine (Western Division) Railroad
Bridge and Chelsea Bridge North shall be passed
promptly on signal through each and all of the bridges
located downstream from Boston & Maine (Western
Division) Railroad Bridge, the provisions of paragraph
2 of these rules and regulations to the contrary not-
withstanding.
5. The draws in Northern Avenue Bridge, Congress
Street Bridge and Summer Street Bridge shall, upon
the signal prescribed in paragraph 7 below being given,
be opened promptly at all hours for the passage of any
vessel, vessels, or other water craft whose draft is eigh-
teen (18) feet or more.
Any vessel, vessels or other water craft proceeding
upstream through Northern Avenue Bridge shall be
afforded continuous passage through Congress Street
Bridge and Summer Street Bridge; and any vessel,
vessels or other water craft proceeding downstream
through Summer Street Bridge shall be afforded con-
tinuous passage through Congress Street Bridge and
Northern Avenue Bridge, the provisions of paragraph 2
of these rules and regulations to the contrary notwith-
standing.
General Rules.
6. The length of time that a draw has been open shall
be computed from the time that the draw span begins
64 City Document No. 35.
to move in opening, and the length of time that a draw
has been closed shall be computed from the time that
the draw span ceases to move in closing.
7. When a vessel or other water craft intends to pass
through the draw of one of the bridges covered by these
rules and regulations, the master or pilot of the vessel
or craft shall, on approaching within signalling distance,
signify his intention to pass through the bridge by
sounding with a whistle or horn the signal prescribed
below, viz.:
General Signals.
For Meridian Street Bridge: Two (2) long blasts
followed immediately by two (2) short blasts and one
(1) long blast.
For all other bridges: Two (2) long blasts followed
immediately by two (2) short blasts.
Special Signals.
For Chelsea Bridge North, by vessels drawing eigh-
teen (18) feet or more: Four (4) long blasts.
For Northern Avenue, Congress Street and Summer
Street Bridges, by vessels drawing eighteen (18) feet or
more : Four (4) long blasts.
The signal given by a master or pilot shall be imme-
diately answered from the bridge by three (3) long
blasts of a whistle or horn unless under these rules and
regulations a delay in opening the draw is permitted, and
in case of such a delay the signal shall be immediately
answered by two (2) long blasts. A long blast of a
whistle or horn as herein provided shall continue for
three (3) seconds and a short blast for one (1) second.
8. Upon hearing or perceiving the signals prescribed
in paragraph 7, or upon verbal request from the master
or pilot of any vessel or other water craft waiting at the
bridge, the tender or operator of the draw of the bridge
signalled shall at once open the draw for the prompt
passage of any vessel or other water craft unless under
these rules and regulations a delay in opening the draw
is permitted : Provided, That the draw may not be opened
if there is a train, car or other vehicle at the time passing
over said draw, or if a train or car is approaching so
closely that it cannot be safely stopped before reaching
Street Department — Highway Division. 65
the draw, but the draw shall be opened as soon as it
can be cleared, and no person, vehicle, car or train shall
be permitted to begin to cross the draw after it has been
signalled to open, excepting as herein provided.
9. Trains, cars, vehicles, or persons shall not be
stopped on any draw span for the purpose of delaying
the opening of the draw, nor shall any vessel or other
water craft be so handled or placed as to delay the open-
ing or closing of any draw span, but all passage over,
under or through a draw span shall be prompt so as to
reduce delays to water and bridge traffic to a minimum.
Upon notice from the Secretary of War so to do, the
owner or owners of any bridge whose draw is held closed
as authorized in paragraph 2 of these rules and regu-
lations shall station and maintain at such bridge a tug
to aid vessels and other water craft in passing expedi-
tiously through the draw thereof.
10. The owner or owners of every bridge covered by
these rules and regulations shall maintain in good and
efficient order the draw span and the machinery and
appliances for operating the same and for assisting
vessels while passing through the draw. The said
owner or owners shall also provide and maintain at the
draw span such number of drawtenders or operators as
may be necessary to open and close the same promptly;
and they shall also provide and maintain in good order
on the bridge piers or fenders such fixtures as may be
necessary to vessels in mooring or making fast while
waiting for the draw span to open. \
11. These rules and regulations shall not apply to
steam vessels owned or leased by the United States,
nor shall they apply to vessels employed by the City of
Boston or other municipality for police and fire pro-
tection. All such United States and municipal vessels
shall be passed without delay through the draws of all
bridges, at any hour of the day or night, upon signalling
by four (4) long blasts of the whistle.
12. These rules and regulations shall take effect on
May 12, 1910, and all regulations or parts of regulations
in conflict therewith are hereby revoked to take effect
on that date.
J. M. Dickinson,
Secretary of War.
War Department, May 12, 1910.
66 City Document No. 35.
HIGHWAY DIVISION (Paving Service).
The following is a description of the most important
work done during the year under the supervision of the
Chief Engineer:
Charles street, from Boylston street across Beacon street,
about 1,427 feet in length, was repaved with special five (5)
inch granite blocks on a six (6) inch Portland cement concrete
base with pitch and pebble joints, by Coleman Brothers, under
contract, who also did the excavating and regulating. Part
of the old paving blocks were hauled by the contractor to Har-
vard avenue, Brighton, part to the Massachusetts avenue lot,
a small amount to Dartmouth street and the balance to District
No. 3 Yard and District No. 4 Yard. The edgestone and side-
walk bricks were furnished by the city on the line of the work.
All the other materials were furnished by the contractor.
The track area was paved by the Boston Elevated Railway
Company. The former surface was granite blocks on a gravel
base with pitch and pebble joints.
Dorchester avenue, between Mt. Washington avenue and
Dorchester avenue bridge, about 917 feet in length, was
repaved with the existing granite blocks on a gravel base with
gravel joints, by Thomas Kiernan, under contract, who also
did the regulating. The former pavement was granite blocks
on a gravel base with pitch joints.
North Market street, from Merchants row to Commercial
street, about 645 feet in length, was repaved with large granite
blocks on a six (6) inch Portland cement concrete base, with
pitch and pebble joints, by C. W. Dolloff & Co., under contract,
who also did the excavating and regulating. The old paving
blocks, crossing blocks and flagging were hauled by the con-
tractor to the South Yard, Albany street. The edgestones and
sidewalk bricks were furnished by the city on the line of the
work. All the other materials necessary for the paving were
furnished by the contractor. The former pavement was
granite blocks on a gravel base with gravel joints.
Washington street, from Green street to the Arborway, is
about 3,442 feet in length. Work was commenced on this
street in 1909 and was completed this year. The roadway was
paved with special five (5) inch granite blocks on a six (6) inch
Portland cement concrete base with pitch and pebble joints.
This work was done under contract by John F. O'Connell,
who also did the excavating and regulating. The old gutter
blocks, cobblestones and crossing blocks were hauled to the
Rosemary Street Yard by the contractor. The new paving
blocks and sidewalk bricks were furnished by the city on the
line of the work. The new straight edgestone was furnished
by the city at the South Yard and hauled by the contractor.
Street Department — Highway Division. 67
All the other materials were furnished by the contractor. The
track area was paved with large granite blocks on a concrete
base with pitch and pebble joints by the Boston Elevated
Railway Company. The former surface was macadam.
Washington street, from the northerly side of the Arborway
to beyond the New York, New Haven & Hartford Railroad,
about 1,445 feet in length, was paved with special granite
blocks, five (5) inches in depth, on a six (6) inch Portland
cement concrete base, with pitch and pebble joints. This
work was done under contract by James Doherty, who also
did the excavating and regulating. The new straight edge-
stone was furnished by the city at the South Yard and hauled
by the contractor. The circular edgestone and sidewalk bricks
were furnished by the city on the line of the work. All the
other materials were furnished by the contractor. The old
flagging and gutter blocks were hauled to the Child Street
Yard by the contractor. The track area was repaved with
large granite blocks on a concrete base, with pitch and pebble
joints, by the Boston Elevated Railway Company. The
former surface of this street was macadam.
Asphalt.
Doane street, from Broad street about 130 feet westerly, was
resurfaced by the Barber Asphalt Paving Company, under a
three (3) year maintenance guarantee, with one and one-half
(If) inches of Trinidad asphalt wearing surface and one and
one-half (If) inches of bituminous concrete binder upon the
existing concrete base, which was cleaned off and brought to
within three (3) inches of the finished surface of the roadway
with Portland cement concrete. The regulating of the cross-
walks and paving at Broad street was done by the contractor.
This work was necessitated by settlements due to building
operations. The former surface was Trinidad asphalt on a
six (6) inch Portland cement concrete base.
Kingston street, from Essex street to Beach street, about 492
feet in length, was resurfaced by the Barber Asphalt Paving
Company, under a five (5) year maintenance guarantee, with
one and one-half (1^) inches of Trinidad asphalt wearing
surface and one and one-half (1|) inches bituminous concrete
binder, upon the existing concrete base, which was cleaned off
and brought to within three (3) inches of the finished surface
of the roadway with Portland cement concrete. The cross-
walks at Essex and Beach streets were repaved with pitch and
pebble joints by the contractor, who also did the regulating.
The new paving blocks and nagging were furnished by the
city on the line of the work. The former surface of this street
was Sicilian rock asphalt.
Parkman street, from North Russell street to Blossom street,
about 239 feet in length, was paved by the Warren Brothers
Company, under a five (5) year maintenance guarantee, with
68 City Document No. 35.
one and one-half (1§) inches of Acme asphalt wearing surface
and one and one-half (1|) inches of bituminous concrete binder
on a six (6) inch Portland cement concrete base. The con-
tractor also did the excavating and regulating. The new paving
blocks, flagging and sidewalk bricks were furnished by the
city on the line of the work. All the other materials were
furnished by the contractor. The old paving blocks and
flagging were hauled by the contractor to the Massachusetts
avenue lot. The former pavement was granite blocks on a
gravel base.
Massachusetts avenue, southerly roadway, from Columbus
avenue to Washington street, about 1,843 feet in length, was
resurfaced by the Warren Brothers Company, under a five (5)
year maintenance guarantee, with one and one-half (1|) inches
of Acme asphalt wearing surface and one and one-half (1^) inches
of bituminous concrete binder. Bituminous binder was used
to make up the irregularities in the existing concrete base with
the exception of a portion from Tremont street, about 100 feet
easterly, which, on account of a change in grade, was removed
and replaced with a new Portland cement concrete base. The
contractor did the excavating arid regulating. The new edge-
stone, sidewalk bricks and granite blocks were furnished by
the city on the line of the work. All the other materials were
furnished by the contractor. The former surface of this street
was Trinidad asphalt.
Wood Block Paving.
Harvard street, from Washington street to Harrison avenue,
about 414 feet in length, was paved with wood blocks on a six
(6) inch Portland cement concrete base, with grout bed and
joints, by J. H. McCarthy, under a five (5) year maintenance
guarantee. The excavating and regulating were done by the
contractor. The old granite blocks and flagging were hauled
to the South Yard and to Forbes street by the contractor. The
new granite blocks and sidewalks bricks were furnished by the
city on the line of the work. All the other materials were fur-
nished by the contractor. The former pavement was granite
blocks on a gravel base with gravel joints.
Milk street, between Pearl and Oliver streets; Pearl street,
from Milk street about 148 feet southerly and Oliver street,
from Milk street about 153 feet southerly, in all about 664 feet
in length, were paved with wood blocks on Portland cement
concrete base, with grout bed and joints, by James Doherty,
under a five (5) year maintenance guarantee. The old concrete
base was built up with new concrete to the proper subgrade.
The contractor did the excavating and regulating. The old
paving blocks were hauled to the South Yard by the contractor.
All the new materials were furnished by the contractor. In
connection with this work, Milk street, between Oliver and
Batterymarch streets, and parts of Post Office square were
Street Department — Highway Division. 69
repaved with the old granite blocks on the existing concrete base,
with pitch and pebble joints. The former pavement of Milk
street, from Pearl to Oliver streets, and of Pearl street, was
granite blocks on a concrete base, with cement grout joints.
Milk street, from Oliver to Batterymarch streets, and Oliver
street were formerly paved with granite blocks on a concrete
base with pitch and pebble joints.
Brick Block Paving.
Dudley street, from Harrison avenue to Magazine street, about
2,685 feet in length, was paved with Mack brick blocks on a
six (6) inch Portland cement concrete base, with grout joints,
by James Doherty, under a five (5) year maintenance guarantee.
The contractor also did the excavating and regulating. The
track area was paved by the Boston Elevated Railway Com-
pany with the same materials as the rest of the street. The
new edgestone and sidewalk bricks were furnished by the city
on the line of the work. All the other new materials were
furnished by the contractor. The old granite blocks were
hauled to the Dimock Street Yard and the Massachusetts
avenue lot by the contractor. The former surface of the street
was granite blocks on a gravel base.
Damrell street, from Dorchester avenue to Old Colony avenue,
about 1,008 feet in length, was paved with Mack brick blocks.
(See Assessment streets.)
Hancock street, from Columbia road to Winter street, is about
2,290 feet in length. The contract for paving this street with
Mack brick blocks on a six (6) inch Portland cement concrete
base, with grout joints, was awarded to the Central Construc-
tion Company. The westerly side of the street for its entire
length and easterly side for a distance of about 700 feet have
been paved this season. Work will be resumed in the spring.
The new edgestone was furnished by the city on the line of the
work. All the other new materials were furnished by the
contractor, who also did the excavating and regulating and
hauled the old paving blocks to the Hancock Street Yard. The
westerly track of the Boston Elevated Railway Company was
paved by that company with the same material as the rest of
the street. The street will be completed during the coming
year.
Heath street, from South Huntington avenue to Parker street,
about 3,079 feet in length, was paved with Mack brick blocks
on a six (6) inch Portland cement concrete base, with cement
grout joints, by Field, Barker and Underwood, Inc., under a
five (5) year maintenance guarantee. The contractor also did
the excavating and regulating. Granite blocks on a six (6) inch
concrete base, with cement grout joints, were substituted for
the brick blocks from the westerly part of Lawn street to about
65 feet west of Lawn street. The granite blocks were furnished
by the city and hauled by the contractor. The nagging and
70 City Document No. 35.
sidewalk bricks were furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
The old granite blocks, flagging and cobblestones were hauled
to the Dimock Street Yard by the contractor. The former
surface of the street was macadam.
Longwood avenue, between Huntington avenue and Brookline
avenue, about 2,138 feet in length, was paved with Mack brick
blocks on a six (6) inch Portland cement concrete base, with
grout joints, by Field, Barker and Underwood, Inc., under a
five (5) year maintenance guarantee. A portion of the roadway,
about 50 feet in length, at Huntington avenue, was paved with
granite blocks on a six (6) inch Portland cement concrete base
with grout joints. The contractor also did the excavating and
regulating. The new straight edgestone, flagging and granite
blocks were furnished by the city and hauled by the contractor.
The sidewalk bricks and circular edgestone were furnished by
the city on the lime of the work. The former surface of the
street was macadam.
Seneca street, from Harrison avenue to Albany street, about
509 feet in length, was paved with Mack brick blocks on a six
(6) inch Portland cement concrete base, with grout joints, by
the Paving Service forces. All the materials were furnished by
the city.
Assessment Streets.
The following streets have been constructed or are
in the process of construction under the provisions of
chapter 393 of the acts of 1906 and the acts in amend-
ment or in addition thereto:
Addison street, from Saratoga street across Pope street, is
about 1,446 feet in length. The contract for constructing
the surface of this street was awarded to James Doherty
November 26, 1910. Work was begun November 28, 1910,
and suspended December 28, 1910. The work done this year
consisted in placing filling. Work will be resumed early in
the spring.
Aldrich street, from Belgrade avenue to Beech street, is
about 1,754 feet in length. The contract for constructing
the surface of this street was awarded to the West Roxbury
Trap Rock Company April 30, 1910. Work was begun May
4, 1910, and completed October 1, 1910. It is a forty (40)
foot street with granite edgestone at the street corners; has a
six (6) inch macadam roadway, four (4) foot granite block dish
gutters, flagging crosswalks and artificial stone sidewalks, four
and one-half (4|) feet in width, and seeded loam spaces one and
one-half (1|) feet in width. The straight edgestone and
flagging were furnished by the city and hauled by the con-
tractor. The circular edgestone was furnished by the city
on the line of the work. All the other materials were furnished
Street Department — Highway Division. 71
by the contractor. The artificial stone sidewalks were laid
under a five (5) year maintenance guarantee. Underdrains
were laid, connecting the cinder foundations of the walks with
the catch-basins, the object being to prevent the accumulation
of water at the low end of the walks and a consequent upheaval
which might be occasioned by the action of frost in the ground.
Alpha road, from Walcleck street to Park street, is about
958 feet in length. The contract for constructing the surface
of this street was awarded to James Doherty May 13, 1910.
Work was begun June 8, 1910, and completed August 15, 1910.
It is a fifty (50) foot street, with a six (6) inch macadam road-
way, three (3) foot granite block gutters, flagging crosswalks,
granite edgestone and seven (7) foot sidewalks, consisting of
an artificial stone sidewalk four and one-half (4|) feet wide,
and a seeded loam space two (2) feet wide. On a part of the
street artificial stone sidewalks had been built previous to the
present construction. Such of these as were in good condition
and conformed to the present construction were allowed to
remain. About 260 linear feet of the edgestone was set on a
concrete base. The flagging was furnished by the city and
hauled by the contractor. All the other materials were
furnished by the contractor.
Antrim street, from Bennington to Ashley streets, is about
341 feet in length. The contract for constructing the surface
of this street was awarded to J. H. McCarthy June 27, 1910.
Work was begun June 30, 1910, and completed November 1,
1910. It is a forty (40) foot street, with a six (6) inch macadam
roadway, three (3) foot granite block gutters, flagging cross-
walks, granite edgestone and brick sidewalks, seven (7) feet
in width. The circular edgestone and sidewalk bricks were
furnished by the city on the line of the work. All the other
materials were furnished by the contractor.
Avenue Louis Pasteur, from Longwood avenue to the Fenway,
is about 1,354 feet in length. The contract for constructing
the surface of this street was awarded to James Doherty
October 20, 1909. Work was begun October 28, 1909, when
the loam spaces were excavated and the loam placed, and on
December 24, 1909, work was suspended for a few days. Work
was completed July 8, 1910. This street is for the greater
part 100 feet wide, with an eight (8) inch tar macadam road-
way and three (3) foot vitrified brick gutters. The Longwood
avenue end is constructed in the form of a circle of ninety-three
(93) foot radius, with a loam space twenty (20) feet in diameter,
surrounded by an artificial stone walk ten (10) feet wide,
laid under a five (5) year maintenance guarantee. The road-
way of the circle is paved with vitrified brick on a six (6) inch
Portland cement concrete base with grout joints. The edge-
stone is similar to that used by the Park Department. The
crosswalks are vitrified brick on a six (6) inch Portland cement
concrete base with grout joints and protected on the edges by
72 City Document No. 35.
granite blocks. The sidewalks are twenty-five (25) feet wide,
consisting of a loam space fifteen (15) feet wide and crushed
stone ten (10) feet in width. This loam space is widened at
intervals of twenty (20) feet to form pits for the planting of
trees. At these, points five (5) feet of the crushed stone walk
overlay the loam space. The edgestone and sidewalk bricks
were furnished by the city on the line of the work. The granite
paving blocks were furnished by the city at the South Yard,
and hauled by the contractor. All the other materials were
furnished by the contractor.
Alther street, from Hampden to Reading streets, is about
258 feet in length. The contract for constructing the surface
of this street was awarded to James Doherty April 26, 1910.
Work was begun. April 26, 1910, and completed May 9, 1910.
It is an eighteen (18) foot street with a six (6) inch macadam
roadway, with two and one-half (2|) foot granite block gutters,
granite edgestone and brick sidewalks, two and one-half (2f)
feet in width. The paving blocks, edgestone and flagging
were furnished by the city and hauled by the contractor. The
sidewalk bricks were furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
Balfour street, from Wayland to Dalkeith streets, is about
339 feet in length. The contract for constructing the surface
of this street was awarded to Joseph B. O'Rourke & Co., May
13, 1910. Work was begun July 30, 1910, and completed
September 20, 1910. It is a forty (40) foot street, with a six
(6) inch macadam roadway, three (3) foot granite block gutters,
flagging crosswalks, granite edgestone, and seven (7) foot
artificial stone sidewalks, laid under a five (5) year main-
tenance guarantee. The flagging was furnished by the city
and hauled by the contractor. All the other materials -were
furnished by the contractor.
Bucknam street, from Lawn street to Fisher avenue, is about
394 feet in length. The contract for constructing the surface
of this street was awarded to J. C. Coleman & Sons Company
August 17, 1910. Work was begun November 22, 1910, and
suspended December 7, 1910. This is, for the greater part, a
forty (40) foot street, and is to have a six (6) inch macadam
roadway, three (3) foot granite block gutters, flagging cross-
walks, granite edgestone and crushed stone sidewalks, seven
(7) feet in width. The work done this year consisted of exca-
vating and setting the edgestone, which was furnished by the
contractor. The work will be resumed early in the spring.
Colberg avenue, from Belgrade avenue to Beech street, is
about 1,530 feet in length. The contract for constructing the
surface of this street was awarded to the West Roxbury Trap
Rock Company, April 30, 1910. Work was begun May 12,
1910, and completed November 1, 1910. It is a forty (40) foot
street, with granite edgestone at the street corners, has a six (6)
inch macadam roadway, four (4) foot granite block dish gutters,
Street Department — Highway Division. 73
flagging crosswalks and artificial stone sidewalks, four and one-
half (4§) feet in width. The straight edgestone and flagging
were furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
The artificial stone sidewalks were laid under a five (5) year
maintenance guarantee. Underdrains were laid, connecting
the cinder foundations of the walks with the catch-basins, the
object being to prevent the accumulation of water at the low
end of the walks and a consequent upheaval which might be
occasioned by the action of frost in the ground.
Clarkwood street, from Blue Hill avenue to Norfolk street,
is about 1,020 feet in length. The contract for constructing the
surface of this street was awarded to James H. McCarthy
May 13, 1910. Work was begun September 29, 1910, and
suspended December 3, 1910. This street is practically com-
pleted, as all that remains to be done is a small area of artificial
stone sidewalk to be laid. It is a forty (40) foot street, with a
six (6) inch macadam roadway, three (3) foot granite block
gutters, flagging crosswalks, granite edgestone and a seven (7)
foot sidewalk, consisting of a four (4) foot artificial stone walk
and a loam space. On a part of this street the artificial stone
walks had been built, and, as they were found to be nearly to
grade, they were allowed to remain. Work will be resumed in
the spring. The flagging was furnished by the city and hauled
by the contractor. All the other materials were furnished by
the contractor.
Da?nrell street, from Dorchester avenue to Old Colony avenue,
is about 1,008 feet in length. A contract for constructing the
surface of this street was awarded to the Central Construction
Company August 19, 1910. Work was begun August 20, 1910,
and completed November 30, 1910. It is a forty (40) foot street
with a Mack brick block roadway from Dorchester avenue to
Ames street, a distance of about 560 feet and a granite block
roadway from Ames street to Old Colony avenue, granite edge-
stone and seven (7) foot brick and artificial stone sidewalks.
The granite blocks and flagging were furnished by the city and
hauled by the contractor. The sidewalk bricks were furnished
by the city on the line of the work. All the other materials
were furnished by the contractor. The artificial stone sidewalks
were laid by Warren Brothers Company under a five (5) year
maintenance guarantee.
Deaconess road, from Brookline avenue to Bellevue street, is
about 257 feet in length. The contract for constructing the
surface of this street was awarded to J. C. Coleman & Sons
Company May 17, 1910. Work was begun May 23, 1910, and
completed July 22, 1910. It is a forty (40) foot street with a
six (6) inch macadam roadway, three (3) foot granite block
gutters, flagging crosswalks, granite edgestone and seven (7)
foot artificial stone sidewalks. These sidewalks were laid under
74 City Document No. 35.
a five (5) year maintenance guarantee. The nagging was fur-
nished by the city and hauled by the contractor. All the other
materials were furnished by the contractor.
Edgar street, from Parker to Mechanic streets, is about 178
feet in length. The contract for constructing the surface
of this street was awarded to William J. Rafferty & Co.,
April 15, 1910. Work was begun July 9, 1910, and completed
August 17, 1910. It is a thirty (30) foot street with a six (6)
inch macadam roadway, three (3) foot granite block gutters,
nagging crosswalks, granite edgestone and five (5) foot artificial
stone sidewalks, laid under a five (5) year maintenance guar-
antee. The paving blocks and flagging were furnished by the
city and hauled by the contractor. The edgestone was fur-
nished by the city on the line of the work. All the other mate-
rials were furnished by the contractor.
Farquhar street, from South street across Selwyn street, is
about 718 feet in length. The contract for constructing the
surface of this street was awarded to Thomas F. Minton April
8, 1910. Work was begun April 21, 1910, and completed July
22, 1910. It is a forty (40) foot street, with a six (6) inch
macadam roadway, three (3) foot granite block gutters, flagging
crosswalks, granite edgestone and artificial stone sidewalks,
seven (7) feet in width. The straight edgestone and flagging
were furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
Hyde Park avenue, from about 300 feet north of Ashland street
to the Hyde Park line, is about 2,224 feet in length. The con-
tract for constructing the surface of this street was awarded to
the West Roxbury Trap Rock Company September 14, 1909.
Work was begun September 20, 1909, and completed November
16, 1910. It is an eighty (80) foot street with a double car
track. It has a six (6) inch macadam roadway each side of
the tracks, three (3) foot granite block gutters, flagging cross-
walks, granite edgestone and crushed stone sidewalks, thirteen
(13) feet in width. On account of the change in grade of this
avenue it was necessary to regulate Ashland street for about
288 feet and Canterbury street for about 150 feet southeast
from Hyde Park avenue. Ashland street is a fifty (50) foot
street with a double car track. It was constructed with a six
(6) inch macadam roadway each side of the car tracks, four (4)
foot granite block dish gutters and crushed stone sidewalks,
seven (7) feet in width. Canterbury street is a forty (40) foot
street and was constructed with a six (6) inch macadam road-
way, four (4) foot granite block dish gutters and crushed stone
sidewalks, six (6) feet in width. The straight edgestone was
furnished by the city and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
Howe street, from Hancock street to about 657 feet southwest-
Street Department — Highway Division. 75
erly. . The contract for constructing the surface of this street
was awarded to James Doherty April 26, 1910. Work was
begun May 12, 1910, and completed June 23, 1910. It is a
forty (40) foot street with a six (6) inch macadam roadway,
three (3) foot granite block gutters, flagging crosswalks, granite
edgestone and a seven (7) foot sidewalk consisting of a four and
one-half (4§) foot artificial stone walk and a seeded loam space.
The straight edgestone was furnished by the city and hauled
by the contractor. The flagging was furnished by the city on
the line of the work. All the other materials were furnished by
the contractor. The sidewalks were laid under a five (5) year
maintenance guarantee.
Kempton street, from Huntington avenue to Fenwood road,
is about 609 feet in length. The contract for constructing
the surface of this street was awarded to J. C. Coleman
Sons Company May 6, 1910. Work was begun June 4, 1910,
and completed July 25, 1910. This street varies from forty-five
(45) to fifty (50) feet in width. It has a six (6) inch macadam
roadway, three (3) foot granite block gutters, flagging cross-
walks, granite and artificial stone edgestone and eight (8)
foot artificial stone sidewalks. The existing artificial stone
sidewalks were relaid in part and the balance allowed to remain.
New artificial stone sidewalks were laid where none formerly
existed. These sidewalks were laid under a five (5) year
maintenance guarantee. The necessary sidewalk brick and
flagging were furnished by the city on the line of the work. All
the other materials were furnished by the contractor.
Kingsdale street, from Wales street about 250 feet easterly.
The contract for constructing the surface of this street was
awarded to Joseph B. O'Rourke & Co. April 8, 1910. Work
was begun April 20, 1910, and completed July 11, 1910. It is
a fifty (50) foot street with a six (6) inch macadam roadway,
three (3) foot granite block gutters, flagging crosswalks, granite
edgestone and eight (8) foot artificial stone sidewalks, laid
under a five (5) year maintenance guarantee. The straight
edgestone, flagging and paving blocks were furnished by the
city and hauled by the contractor. The circular edgestone
was furnished by the city on the line of the work. All the
other materials were furnished by the contractor.
Leon street, from Ruggles to Greenleaf streets, is about 891
feet in length. The contract for constructing the surface of
this street was awarded to James Doherty September 8, 1910.
Work was begun October 10, 1910, and suspended November
28, 1910. It is a thirty (30) foot street with a six (6) inch
macadam roadway, three (3) foot granite block gutters, flagging
crosswalks, granite edgestone and, when completed, will have
artificial stone sidewalks, five (5) feet in width. The edge-
stone, gutters and roadway have been practically completed;
the cinder foundation for the artificial stone sidewalks has
been placed and the artificial stone will be laid as early in the
76 City Document No. 35.
coming spring as possible. The granite blocks and nagging
were furnished by the city and hauled by the contractor. All
the other materials were furnished by the contractor.
Meehan street, from Williams street to Rossmore road, is
about 420 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty May 6,
1910. Work was begun June 16, 1910, and completed July
13, 1910. It is a twenty (20) foot street with a six (6) inch
macadam roadway, two and one-half (2|) foot granite block
gutters, flagging crosswalks, granite edgestones, one brick
sidewalk five (5) feet wide and one gravel sidewalk one (1)
foot wide. The straight edgestone was furnished by the city,
part was hauled by the contractor and part delivered on the
line of the work. The circular edgestone and sidewalk brick
were furnished by the city on the line of the work. The flagging
was furnished by the city and hauled by the contractor. All
the other materials were furnished by the contractor.
Marbury terrace, from Amory street to the New York, New
Haven & Hartford Railroad, is about 346 feet in length. The
contract for constructing the surface of this street was awarded
to James Doherty October 18, 1909. Work was begun Novem-
ber 15, 1909. The edgestone was set, the gutters paved and
the cinder foundation for the sidewalks placed and work was
then suspended on December 6, 1909. Work was resumed
March 23, 1910, and the macadam surface placed, artificial
stone sidewalks and the flagging crosswalks laid. Work was
completed April 13, 1910. It is a forty (40) foot street with
a six (6) inch macadam roadway, three (3) foot granite block
gutters, nagging crosswalks, granite edgestone and artificial
stone sidewalks seven (7) feet in width. The edgestone was
furnished by the city and hauled by the contractor. All the
other materials were furnished by the contractor. The arti-
ficial stone sidewalks were laid under a five (5) year maintenance
guarantee.
Mechanic street, from Ruggles to Edgar streets, is about 169
feet in length. The contract for constructing the surface of
this street was awarded to William J. Rafferty & Co. April
15, 1910. Work was begun July 9, 1910, and completed August
17, 1910. It is a thirty (30) foot street, with a six (6) inch
macadam roadway, three (3) foot granite block gutters, flagging
crosswalks, granite edgestone and artificial stone sidewalks,
laid under a five (5) year maintenance guarantee. The straight
edgestone, flagging and paving blocks were furnished by the
city and hauled by the contractor. The circular edgestone
was furnished by the city on the line of the work. All the
other materials were furnished by the contractor.
Mora street, from Washington street to Milton avenue, is
about 1,259 feet in length. The contract for constructing the
surface of this street was awarded to Joseph B. O'Rourke &
Co. April 15, 1910. Work was begun June 3, 1910, and
completed October 3, 1910. It is a forty (40) foot street with
Street Department — Highway Division. 77
a six (6) inch macadam roadway, three (3) foot granite block
gutters, nagging crosswalks, granite edgestone and sidewalks
seven (7) feet in width, consisting of artificial stone four and
one-half (4|) feet in width, and a seeded loam space two and
one-half (2 J) feet in width. These sidewalks were laid under
a five (5) year maintenance guarantee. About two hundred
(200) linear feet of existing artificial stone sidewalks were
allowed to remain. The flagging was furnished by the city
and hauled by the contractor. The circular edgestone was
furnished by the city on the line of the work. The straight
edgestone was furnished by the city, — part being hauled by
the contractor and the balance delivered on the line of the
work. All the other materials were furnished by the contractor.
Penhallow street, from Melville avenue to Mather street, is
about 316 feet long. The contract for constructing the surface
of this street, with the exception of the artificial stone side-
walks, was awarded to Frank H. Cowin Company July 15,
1909. Work was begun October 27, 1909, and suspended
December 14, 1909. Work was resumed April 25, 1910, and
completed May 10, 1910. The work done this season con-
sisted in placing and seeding loam spaces. The contract
for constructing the artificial stone sidewalks was awarded
to James Doherty July 15, 1909. Work was begun April
13, 1910, and completed April 23, 1910. These sidewalks,
which are four (4) feet in width, were laid under a five (5)
year maintenance guarantee.
Plainfield street, from Rossmore road to Williams street, is
about 251 feet in length. The contract for constructing the
surface of this street was awarded to Thomas F. Minton
May 20, 1910. Work was begun July 22, 1910, and completed
August 19, 1910. It is a thirty (30) foot street, with a six (6)
inch macadam roadway, three (3) foot granite block gutters,
flagging crosswalks, granite edgestone and artificial stone
sidewalks five (5) feet in width, laid under a five (5) year
maintenance guarantee. The flagging was furnished by the
city and hauled by the contractor. All the other materials
were hauled by the contractor. The surplus excavated mate-
rial was hauled by the contractor to Morton street, between
Harvard street and Blue Hill avenue.
Prescott street, from Frankfort street to the Boston, Revere
Beach & Lynn Railroad, is about 1,218 feet in length. The
contract for constructing the surface of this street was awarded
to James Doherty November 3, 1909. Work was begun
November 22, 1909, and suspended December 24, 1909. Work
was resumed March 14, 1910, and completed May 16, 1910.
It is a fifty (50) foot street with a six (6) inch macadam road-
way, three (3) foot granite block gutters, flagging crosswalks,
granite edgestone and brick sidewalks eight (8) feet in width.
All the materials were furnished by the contractor.
Rosemont street, from Gustine street to Train street, is about
433 feet in length. The contract for constructing the surface
78 City Document No. 35.
of this street was awarded to William J. Rafferty May 20,
1910. Work was begun June 8, 1910, and completed July 27,
1910. It is a forty (40) foot street, with a six (6) inch mac-
adam roadway, three (3) foot granite block gutters, flagging
crosswalks, granite edgestone and seven (7) foot artificial
stone sidewalks. The nagging was furnished by the city
and hauled by the contractor. All the other materials were
furnished by the contractor. The artificial stone sidewalks
were laid under a five (5) year maintenance guarantee.
Ralston street, from Dorchester avenue to Boston street, is
about 224 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty September
8, 1910. Work was begun September 13, 1910, and suspended
November 23, 1910. The work done this year consisted in
placing filling and building a bulkhead and fence on the north-
erly side of the street. A temporary plank walk was built
for use during the winter. Work will be resumed early in the
spring.
Rochdale street, from Cobden to Fenner streets, is about 190
feet in length. The surface of this street was constructed by
the Street Department forces. It is a forty (40) foot street,
with a six (6) inch macadam roadway, three (3) foot granite
block gutters, flagging crosswalks, granite edgestone and a
seven (7) foot artificial stone sidewalk. The contract for
constructing the artificial stone sidewalks was awarded to J.
J. Sullivan November 14, 1910. Work was begun November
16, 1910, and completed November 21, 1910. These sidewalks
were laid under a five (5) year maintenance guarantee.
Rexford street, from Blue Hill avenue to Oakland street, is
about 1,013 feet in length. The contract for constructing the
surface of this street was awarded to James H. Ferguson June
5, 1909. Work was begun June 9, 1909, and suspended Novem-
ber 13, 1909. It was resumed May 23, 1910, and completed
June 14, 1910. The work done this year consisted in placing
and seeding the loam spaces. It is a forty (40) foot street,
with a six (6) inch macadam roadway, three (3) foot granite
block gutters, nagging crosswalks, granite edgestone and
seven (7) foot sidewalks, consisting of a four and one-half (4|)
foot artificial walk and a seeded loam space. The contract
for constructing the artificial stone sidewalks was awarded to
Warren Brothers Company June 9, 1909. The cinder founda-
tion was placed in the fall of 1909. Work was resumed April
8, 1910, and completed April 29, 1910. These sidewalks were
laid under a five (5) year maintenance guarantee.
Sudan street, from Dorchester avenue to Sagamore street,
is about 716 feet in length. The contract for constructing
the surface of this street was awarded to J. C. Coleman & Sons
Company April 8, 1910. Work was begun April 14, 1910, and
completed May 21, 1910. It is a forty (40) foot street, with a
six (6) inch macadam roadway, three (3) foot granite block
gutters, flagging crosswalks, granite edgestone and .seven (7)
Street Department — Highway Division. 79
foot artificial stone sidewalks. The straight edgestone and
flagging were furnished by the city and hauled by the con-
tractor. The circular edgestone was furnished by the city
on the line of the work. All the other materials were furnished
by the contractor. The artificial stone sidewalks were laid
under a five (5) year maintenance guarantee.
Taft street, from Dorchester avenue to Pleasant street, is
about 643 feet in length. The contract for constructing the
surface of this street was awarded to James Doherty July 7,
1910. Work was begun July 14, 1910, and completed August
9, 1910. It is a forty (40) foot street with a six (6) inch mac-
adam roadway, three (3) foot granite block gutters, flagging
crosswalks, granite edgestone and seven (7) foot artificial
stone sidewalks. The straight edgestone and flagging were
furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. On a part of the street, artificial stone sidewalks had
been built previous to construction. Such of these as were
in good condition were allowed to remain. The new artificial
stone walks were laid under a five (5) year maintenance
guarantee.
Welles avenue, from Dorchester avenue to Argyle street, is
about 723 feet in length. The contract for constructing the
surface of this street was awarded to William J. Rafferty & Co.,
May 6, 1910. Work was begun May 16, 1910, and completed
August 31, 1910. It is a sixty (60) foot street with a six (6)
inch macadam roadway, three (3) foot granite block gutters,
flagging crosswalks, granite edgestone and ten (10) foot side-
walks, consisting of a six (6) foot artificial stone walk and a
seeded loam space. The flagging was furnished by the city
and hauled by the contractor. All the other materials were
furnished by the contractor. The artificial stone sidewalks
were laid under a five (5) year maintenance guarantee.
Wentworth street, from Norfolk street to Dunbar avenue, is
about 858 feet in length. The contract for constructing the
surface of this street was awarded to Joseph B. O'Rourke &
Co. April 15, 1910. Work was begun April 29, 1910, and
completed July 30, 1910. It is a forty (40) foot street, with
a six (6) inch macadam roadway, three (3) foot granite block
gutters, flagging crosswalks, granite edgestone and seven (7)
foot artificial stone sidewalks. The straight edgestone and
flagging were furnished by the city and hauled by the con-
tractor. The circular edgestone was furnished by the city on
the line of the work. All the other materials were furnished
by the contractor. The sidewalks were laid under a five (5)
year maintenance guarantee.
Whitman street, from Norfolk street to Dunbar avenue, is
about 808 feet in length. The contract for constructing the
surface of this street was awarded to Joseph B. O'Rourke &
Co. April 15, 1910. Work was begun May 2, 1910, and com-
pleted August 1, 1910. It is a fifty (50) foot street with a six
80 City Document No. 35.
(6) inch macadam roadway, three (3) foot granite block gutters,
flagging crosswalks, granite edgestone and seven (7) foot artifi-
cial stone sidewalks. The straight edgestone and flagging were
furnished by the city and hauled by the contractor. The cir-
cular edgestone was furnished by the city on the line of the
work. All the other materials were furnished by the con-
tractor. The artificial stone sidewalks were laid under a five
(5) year maintenance guarantee.
Beaumont street, from Carruth street to Adams street, is
about 1,706 feet in length. The construction of the surface
of this street, with the exception of the artificial stone sidewalks,
was done by the Street Department force. Work was com-
pleted July 27, 1910. It is a thirty-two (32) foot street with a
six (6) inch macadam roadway, three (3) foot granite block
gutters, flagging crosswalks, granite edgestone and five and
one-half (5|) foot artificial stone sidewalks. The contract for
constructing the artificial stone sidewalks was awarded to
Adams-Pond Company September 8, 1910. Work was begun
September 12, 1910, and completed September 26, 1910. The
sidewalks were laid under a five (5) year maintenance guarantee. .
General.
Brent street, from Washington street to Wainwright street,
is about 1,130 feet in length. The contract for regulating the
sidewalks and edgestones on this street, from Washington
street to Talbot avenue, was awarded to C. W. Dolloff & Co.
October 1, 1910, and extended to Wainwright street, October
24, 1910. Work was begun October 17, 1910, and completed
November 17, 1910. The sidewalk bricks, paving blocks and
edgestone were furnished by the city on the line of the work.
All the other materials were furnished by the contractor.
Corbet street, from Norfolk street to Selden street, is about
1,155 feet in length. The contract for constructing the surface
of this street was awarded to" James H. McCarthy October 26,
1909. It is a forty (40) foot street with a six (6) inch macadam
roadway, three (3) foot granite block gutters, flagging cross-
walks, granite edgestone and seven (7) foot crushed stone side-
walks. Work was begun March 28, 1910, and completed June
20, 1910. The paving blocks, straight edgestone and flagging-
were furnished by the city and hauled by the contractor. The
circular edgestone was furnished by the city on the line of the
work. All the other materials were furnished by the contractor.
Glenway street. — An artificial stone sidewalk was laid, under
a five (5) year maintenance guarantee, on the westerly side of
this street near Harvard street, by Jeremiah J. Sullivan. Work
was begun November 11, 1910, and completed November 15,
1910.
Harrison avenue, Waltham and Union Park streets. — An arti-
ficial stone sidewalk was laid on these streets, bounding a tri-
angular planting space, by Jeremiah J. Sullivan, under a five
Street- Department — Highway Division. 81
(5) year maintenance guarantee. Work was begun November
7, 1910, and completed November 11, 1910.
Morton street was widened and graded from Harvard street
to about 300 feet easterly. The contract for this work was
awarded to the Commonwealth Construction Company April
21, 1910. Work was begun May 2, 1910, and completed May
16, 1910.
Old Colony avenue, from Dorchester street across Hyde street,
is about 1,090 feet in length. The contract for constructing
the surface of this street was awarded to James Doherty Octo-
ber 15, 1910. Work was begun October 24, 1910. This avenue
is located, in part, on the old location of the Old Colony Rail-
road, being an extension of that part of the avenue which was
built in 1908-09, and when completed will open up a thorough-
fare from Dorchester avenue to the Strandway. The work
this season has consisted in the placing of filling by the
contractor.
Rowena street, from Carruth street to Bushnell street, is
about 427 feet in length. The construction of the surface of
this street, with the exception of the artificial stone sidewalks,
was done by the department force. It is a forty (40) foot
street with a six (6) inch macadam roadway, three (3) granite
block gutters, flagging crosswalks, granite edgestone and arti-
ficial stone sidewalks, seven (7) feet in width. Work was begun
August 2, 1910, and completed October 14, 1910. The con-
tract for laying the artificial stone sidewalks was awarded to
the Adams-Pond Company September 19, 1910. Work was
begun September 21, 1910, and completed September 30, 1910.
These sidewalks were laid under a five (5) year maintenance
guarantee.
Ruthven street and Elm Hill avenue. — An artificial stone side-
walk was laid on these streets, at the Mt. Pleasant Home, by
Jeremiah J. Sullivan, under a five (5) year maintenance guar-
antee. Work was begun October 26, 1910, and completed
November 7, 1910.
Saratoga street (southerly side), from Moore street 200 feet
easterly; Moore street (westerly side), between Saratoga street
and Bennington street, and Bennington street (northerly side),
from Moore street about 200 feet easterly, have a total length
of about 550 feet. The contract for laying an artificial stone
sidewalk on these streets was awarded to David M. Biggs &
Co. November 17, 1910. These sidewalks were laid under a
five (5) year maintenance guarantee and the contractor fur-
nished all the materials. The necessary regulating of edge-
stones and gutters was done by the department force.-
Welles avenue, from Argyle street to Talbot avenue, is about
282 feet in length. The contract for constructing the surface
of this street was awarded to William J. Rafferty & Co. July 16,
1910. It is a sixty (60) foot street with a six (6) inch macadam
roadway, three (3) foot granite block gutters, flagging cross-
walks, granite edgestone and ten (10) foot sidewalks, consisting
82
City Document No. 35.
of a six (6) foot artificial stone walk and a seeded loam space.
The flagging was furnished by the city and hauled by the con-
tractor. All the other materials were furnished by the con-
tractor. The artificial stone sidewalks were laid under a
five (5) year maintenance guarantee.
Washington street, westerly side, from Williams to Marvin
streets, is about 1,050 feet in length. The contract for laying
an artificial stone sidewalk was awarded to Jeremiah J. Sullivan
September 2, 1910. Work was begun September 27, 1910, and
completed October 11, 1910. The contractor also did the
necessary regulating of edgestone and paving and furnished the
materials. This sidewalk was laid under a five (5) year main-
tenance guarantee.
Freeport street (westerly side) at Commercial Point Bridge.
A contract for filling, slope paving and building fence was
awarded to James Doherty November 8, 1910. The work
done consisted of depositing filling to form a slope and upon
this slope granite slope paving was laid and a fence was built on
the line of the street. This work was done to prevent the
street from being washed away by the action of the tide.
Work was begun November 14, 1910, and completed December
14, 1910.
Work Done by Contract, 1910.
Old.
New.
• Edgestones set
Concrete base laid
Granite block paving laid on a concrete
base, with pitch and pebble joints
Granite flagging laid on a concrete base,
with pitch and pebble joints
Granite block paving laid on a gravel base,
with gravel joints
Granite flagging laid on a gravel base,
with gravel joints
Granite block paving laid on a concrete
base, with grout joints
Granite flagging laid on a concrete base,
with grout joints
Wood block pavement laid on a concrete
base
Asphalt surface laid
Asphalt base and surface laid
Asphalt patching
Bituminous binder laid
Brick block pavement laid on a concrete
base
Brick sidewalks laid
Crushed stone sidewalks laid
Artificial stone sidewalks laid
Earth excavation
Earth excavation
Rock excavation
Filling furnished
Macadam surface placed (trap rock)
Loam furnished and laid
Loam furnished and laid
Covers reset
Wooden fence built
Artificial stone curbing laid
Coal-tar concrete sidewalk laid
Slope paving
29,642 linear feet.
4,098 . 7 square yards.
8,059
335
7,099
459
7,625 square yards.
12,844
163.6 cubic yards.
14,870 square yards.
90 "
2,200 "
28,280 cubic yards.
83,046 square yards.
477.8 cubic yards.
3,571 square yards.
14 linear feet.
562 square yards.
45,374 linear feet.
64,091 square yards.
19,086
759
17,630
1,154
665
83
3,233
479
36,953
4,277
11,309
50,151
21,014 cubic yards.
56,215 square yards.
970 cubic yards.
6,704 square yards.
517 linear feet.
997 "
611 square yards.
416
Street Department — Highway Division. 83
Amount of Work Done by Paving Service Forces.
gravel base and
gravel base v and
gravel base and
Macadam resurfaced
Macadam patched
Tarvia furnished and applied
Asphalt macadam binder furnished and
applied
Asphalt road oil furnished and applied
Edgestones set
Edgestones reset
Granite block paving,
joints, laid
Granite block paving,
joints, relaid .
Granite block paving,
grout joints, relaid
Gutter paving, gravel base and joints
laid .
Gutter paving, gravel base and joints
relaid ....
Flagging crosswalks laid .
Flagging crosswalks relaid
Brick sidewalks laid
Brick sidewalks relaid
Gravel and crushed
placed
Gravel and crushed
resurfaced
Roadways graded
Earth excavation
Filling
Wooden bulkhead repaired
Brick block paving laid .
stone sidewalks
stone sidewalks
480,110 square yards.
330,013 square yards.
31,869 square yards.
2,605 square yards.
14,600 square yards.
16,175 linear feet.
64,992 linear feet.
2,059 square yards.
83,577 square yards.
1,572 square yards.
6,807 square yards.
36,222 square yards.
1,700 square yards.
13,321 square yards.
6,354 square yards.
94,734 square yards.
2,589 square yards.
147,312 square yards.
4,164 square yards.
2,362 cubic yards.
1,926 cubic yards.
335 linear feet.
848 square yards.
Financial Statement, Paving Service.
Appropriation (amount set aside from
$1,500,000) $1,275,000 00
Collected for work clone and materials furnished
different departments, individuals and com-
panies 21,218 65
Inspectors' services -. . 2,561 25
$1,298,779 90
Expenditures from February 1, 1910, to January
31, 1911 1,261,128 72
Unexpended balance, January 31, 1911
$37,651 18
84 City Document No. 35.
Old Colony Avenue, Construction of.
Unexpended balance, February 1, 1910 . . $10,943 55
Loan, July 19, 1910 28,000 00
,943 55
Expenditures from February 1, 1910, to January
31, 1911 . 7,198 30
Unexpended balance, January 31, 1911 . . $31,745 25
Highways, Making of.
Expenditures from February 1, 1910, to January
31, 1911 ....... . $186,655 99
Hyde Park Avenue, Ashland Street to Hyde
Park Line, Chapter 437, Acts of 1908.
Expenditures from February 1, 1910, to January
31, 1911 $24,006 63
Financial Statement, Maintenance Appropriation.
Maintenance appropriation for 1910-11 . . $1,500,000 00
Amount collected for work done and materials
furnished different departments, companies
and individuals, including inspectors' services, 24,091 54
$1,524,091 54
Less amount transferred to cen-
tral office ... . $859 76
Less amount transferred to Ferry
Division . . . 670 63
1,530 39
$1,522,561 15
Expenditures from February 1, 1910, to Jan-
uary 31, 1911 * 1,485,130 29
Unexpended balance, January 31, 1911 . . $37,430 86
*Bridge service, $224,001.57. Paving service, $1,261,128.72.
Street Department — Highway Division. 85
Income.
Statement showing the amount of bills deposited with
the City Collector from February 1, 1910, to January 31,
1911, and credited to general revenue:
On account of edgestone and sidewalk assess-
ments $17,804 09
Stone from ledges . 8,137 60
Permits 14,036 26
Old junk, etc. ........ 100 00
,077 95
Amount paid into the City Treasury during the year:
On account of edgestone and sidewalk assess-
ments $8,697 07
Stone from ledges 7,052 77
Permits 13,005 36
Old junk .... .... 103 24
,858 44
86
City Document No. 35.
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Steeet Department — Highway Division. 87
Schedule A.
Salary of deputy superintendent
$3,500 00
Salaries of office clerks
11,487 83
Salary of chief engineer .....
3,000 00
Salaries of assistant engineers ....
6,062 13
Salaries of office clerks, engineer's office
2,727 48
Salaries of permit office clerks
6,488 06
Salaries of permit office inspectors .
15,405 20
Salaries of engineering inspectors .
651 53
Salaries of district inspectors ....
10,194 92
Salary of constable
1,357 84
Salary of medical inspector (entire department)
1,500 00
Automobile expense, including chauffeur's wages
repairs, supplies, etc
2,158 56
Automobile (net cost)
850 00
Automobile, one-third of cost of superintendent's,
660 27
Automobile insurance
37 16
Premium on surety bonds ....
25 00
Advertising (miscellaneous) ....
150 73
Asphalt analysis
15 00
Derricks, repairing, etc
39 34
Dumping boat service
110 25
Electrical appliances, labor and stock
1,302 48
Furniture
18 50
Fuel for heating buildings in yards
1,076 35
Oil for street lighting
606 90
Ice
80 61
Electric lighting
464 84
Gas lighting
459 67
Newspapers, magazines, etc
38 50
Oatmeal
97 80
Printing
3,255 39
Postage
513 83
Stationery
755 77
Adding machine . . . .
270 00
Atlases
219 00
Rent of towels
133 60
Stoves, pipes, grates, etc. ....
162 35
Taxes
417 27
Telephone service
1,710 42
Traveling expenses
597 50
Rent of land, etc
6,432 17
Engineering supplies and incidentals
568 85
Holidays, not including holidays charged on street
accounts
43,892 04
Pay allowed injured employees
1,011 64
Soap for office
3 75
Carried forward
$130,510 53
City Document No. 35.
Brought forward
Signs, making, painting and putting up
Numbering streets . . . .
Snow scrapers (3)
Electric blowers (2) . ...
Tools, hardware, etc., new, cost of repairing, etc.
Executions of courts and damages
Snow dumps, Dorchester avenue, Mt. Washington
avenue and Charles River avenue
Carson street, building wooden steps
Artificial stone sidewalks .
Advertising . . . .'"'.. $3 80
Repairing 2,679 13
Rebates allowed .... 13,954 38
New walks laid 414 90
$130,510 53
10,532 02
1,430 52
450 00
56 00
18,580 06
5,224 78
845 48
244 24
17,052 21
Asphalt pavements repaired
Engineering . . . . ■ .
$816 32
Inspection . . .
1,118 00
Advertising
8 40
Amount paid to Boston Asphalt
Company
84 95
Amount paid to Barber Asphalt
Paving Company, on contract .
19,516 05
Amount paid to Barber Asphalt
Paving Company, outside of
contract
304 80
Engineering expense ....
20 00
Crossings, new
Fence repairs
Plank walk repairs
Plank walk, new on Parker Hill avenue .
Edgestones, sidewalks and gutters new
included elsewhere)
Sanding icy streets and sidewalks .
Repairing offices, stable, sheds, etc., in yards
Horses purchased
Buggies, carts and wagons (new)
Expenses of stables, including driv-
ers, feeders, fodder, horseshoeing,
repairs to harnesses, carts, etc.,
Amount earned by department
teams
(not
10,237 16
85,633 91
Motor cycle, repairs, supplies, registration, etc.
Expenses of yards, including salaries of foremen,
clerks, yardmen, tool wagon, etc.
Carried forward
21,868 52
3,853 26
3,791 94
831 91
182 69
17,976 84
1,399 57
6,107 32
4,265 00
530 00
24,603 25
87 19
56,025 66
$326,448 99
Steeet Department — Highway Division. 89
Brought forward
Sanitary Division: Care and feed of horses in
East Boston stable and materials supplied, and
work done .
Sewer Division: Care and feed of horses in East
Boston stable and materials supplied, and work
done
Traverse street, subway repairs
Constable badge
Services of stenographer at hearing
Services of auctioneer, sale of land
Expert services .
Scale repairs ....
Running brick tester .
Sidewalk, cave-in, Boston street
Work done and materials furnished city depart
ments and individuals
Wages of weighers at Chestnut Hill Crusher
Wages of weigher at Grove Street Crusher
Stock, materials .... $71,752 39
Stock, handling and teaming . . 41,634 10
$326,448 99
*7,135 78
fl,592
07
37
90
1
25
10
00
201
00
150
00
253
06
311
80
17
50
J 1,440
05
1,379
54
582
34
Less stock delivered on streets
Amount earned by steam roller
Steam rollers, cost of operating,
repairs, etc
$113,386 49
75,465 88
£23,764 00
22,416 10
37,920 61
$377,481 89
1,317 90
$376,133 99
Street Work Done in Part by Contract and Day
Labor and Charged to the Maintenance
Appropriation.
Albany street, from Broadway to Dover street, and Broadway
extension approach. Paved with large granite blocks on
a 6-inch cement concrete base and regulated. Area, 5,288
square yards.
Amount paid to F. S. & A. D. Gore Corporation, under
contract :
Engineering $25 00
Carried forward
$25 00
* Amount paid Highway Division during the year, $7,420.88. t Amount paid High-
way Division during the year, 81,416.04. % Amount paid into City Treasury, §198.36.
90 City Document No. 35.
Brought forward $25 00
5,547 square yards pre-
paring site @ 35c, $1,941 45
2,179 linear feet, existing
edgestone reset @
lie. ... 239 69
5,288 square yards con-
crete base laid @
55c. 2,908 40
254 square yards existing
granite block
paving, r e 1 a i d,
gravel joints, @
35c. ... 88 90
5,032 square yards granite
block paving fur-
nished and laid,
pitch joints, @
$2.53 . . 12,730 96
6 square yards existing
flagging cross-
walks relaid,
gravel joints, @
35c. ... 2 10
234 square yards flagging
crosswalks f u r -
nished and laid,
pitch joints,® $4, 936 00
21 square yards existing
flaggi n g cross-
walks relaid, pitch
joints, @ 85c. . 17 85
1,657 square yards existing
brick sidewalks
relaid @ 31c. . 513 67
19,379 02
Extra work — Furnish about 700
tons of crushed stone for the
concrete base:
676 tons crushed stone furnished @
$1.50 1,014 00
Extra, work — Relay granite
block paving on concrete base,
with pitch and pebble joints,
and do the necessary regulat-
ing on Broadway extension at
the approach to Albany street :
550 square yards prepar-
ing site @ 35c, $192 50
Carried forward . . $192 50 $20,393 02 $25 00
Steeet Department — Highway Division. 91
Brought forward . . $192 50 $20,393 02 $25 00
227 linear feet existing
edgestone reset @
lie. ... 24 97
336 square yards concrete
base laid @ 55c, . 184 80
24 square yards existing
granite block pav-
ing relaid, gravel
joints, @ 35c. . 8 40
504 square yards existing
granite block pav-
ing relaid, pitch
joints, @ 85c. . 428 40
9 square yards existing
flagging crosswalks
relaid, gravel joints
@ 35c. ... 3 15
14 square yards existing
flagging crosswalks
relaid, pitch joints
@85c. ... 11 90
212 square yards existing
brick sidewalks re-
laid @ 31c. . . 65 72
919 84
Extra work — Lay flagging on top
of retaining wall between Oneida
street and Broadway extension:
6| days, paver, @ $5 . . $30 63
11| days' labor, © $2 . . 22 50
53 13
Plus 15 per cent on $53.13 . . 7 97
1 day double team @ $5 . . . 5 00
19| bags Portland cement @ 38c. . 7 41
Extra work — Reset covers to grade
where directed :
4 hours, mason, % 70c. . $2 80
7 hours, tender, % 25c. . 1 75
4 55
Plus 15 per cent on $4.55 . . 68
$21,391 60
Less 3,690 old granite blocks deliv-
ered to contractor % $25 M. . 92 25
$21,299 35
Less amount paid in 1909 . 18,115 21
$3,184 14
$3,209 14
92
City Document No. 35.
Blackwood street, wall, concrete wall built in place of timber
bulkhead, length, 42 linear feet.
Inspection $76 76
Advertising 8 20
Blocks, 200 4 00
Amount paid to Commonwealth Con-
struction Company, under contract, 1,200 00
$1,288 96
Bowdoin avenue, number 61 to 73 (Dorchester),
stone sidewalks laid. Area, 715 square feet.
Engineering . . .
Inspection
Engineering expense ....
Advertising
Amount paid to W. A. Murtfeldt
Company, under contract:
715 square feet artificial stone
sidewalks furnished and laid
@ .149c
$2 00
14 25
15
3 90
106 54
Artificial
$126 84
Brent street, Washington street to Talbot avenue and extended
to Wainwright street. Length, 1,130 linear feet. Area,
3,265 square yards. Edgestone reset, gutters repaved, brick
sidewalks relaid and artificial stone sidewalks laid.
Engineering .
Inspection
Labor, stonecutter .
Engineering expense
Advertising
Edgestone, 30 feet 4 inches
Blocks, 1,275 .
Bricks, 5,800 .
Teaming ....
Amount paid to C. W. Dolloff & Co.,
under contract:
1,430 linear feet existing edgestone reset
@ 10c. ...._, . $143 00
482 square yards existing
granite block pav-
ing relaid @ 30c, 144 60
1,008 square yards existing
brick sidewalks re-
laid @ 25c. . . 252 00
153 12
84 75
00
40
10
21 23
25 50
69 60
13 55
539 60
Carried forward
$816 85
Street Department — Highway Division. 93
Brought forward
Extra work — Reset the edge-
stones, repave the gutters and
artificial stone sidewalks in
Brent street, easterly side,
from Talbot avenue to Wain-
wright street:
289 linear feet existing
edgestones reset @
10c. ... $28 90
72 square yards existing
granite block pav-
ing relaid @ 25c. . 18 00
1,558 square feet artifi-
cial stone side-
walks relaid @
17c. ... 264 86
$816 85
311 76
,128 61
473
25
5
05
3
70
6
07
383
50
25
20
Charles street, Boylston street across Beacon street. Length,
1,427 linear feet. Area, 6,548 square yards. Large granite
blocks laid on a concrete base with pitch and pebble joints,
edgestone reset, crosswalks relaid and brick sidewalks relaid.
Engineering . . . $161 09
Inspection
Engineering expense
Advertising
Templets .
Bricks, 29,500 .
Edgestone, 36 feet .
Paid Coleman Brothers under contract
6,527 square yards prepar-
ing site® 40c. . $2,610 80
2,414 linear feet existing
edgestone reset @
20c.
6,527 square yards concrete
base furnished and
laid % 70c. .
15 square yards existing
granite block pav-
ing relaid, gravel
joints, @ 60c.
6,314 square yards granite
block paving fur-
nished and laid,
pitch joints, (JUj,
$2.55
482 80
4,568 90
9 00
16,100 70
Carried forward
$23,772 20 $1,057 80
94 City Document No. 35.
Brought forward . .$23,772 20 $1,057 86
18 square yards existing
nagging cross-
walks relaid, gravel
joints, @ 50c. . 9 00
210 square yards nagging
crosswalks fur-
nished and laid,
pitch joints, @
$4.10 ... 861 00
4,518 square yards existing
brick sidewalks re-
laid, @ 30c. . . 1,355 40
25,997 60
Extra work — Patch wood block
pavement at Boylston street:
11 square yards wood
block pavement
patched® $3 . $33 00
Extra work — Reset
granite curb at
entrance to Public
Garden :
1| hours, eclgestone set-
ter @ 60c, $0 90
1| hours' labor
@ 25c. .
Plus 15 per cent
$1.28
38
— 1
on
28
19
34 47
;ks @ $20 M
t
edit: 223,445 old blo(
$26,032 07
4,468 90
$22,621
03
Corbet street, Norfolk to Selden streets. Length, 1,155 linear
feet. Area, 3,586 square yards. Six-inch macadam road-
way constructed, eclgestone set, gutter paved, crosswalk
laid and crushed stone sidewalks built.
Engineering $139 10
Inspection 252 00
Engineering expense .... 3 05
Edgestone, 472 feet 9 inches circular,
1,673 feet 3 inches straight edge-
stone and 2 small corners . . 1,745 68
Carried forward $2,139 83
Street Department — Highway Division. 95
Brought forward $2,139 83
Flagging, 675 feet 6 inches ... 459 33
Blocks, 21,925 438 50
Paid to James H. McCarthy, under
contract :
2,105 cubic yards sub-
grading (earth ex-
cavation) @ 65c, $1,368 25
30 cubic yards sub-
grading (rock ex-
cavation) @$1.75, 52 50
1,660 linear feet straight
edgestone hauled
and set @ 25c. . 415 00
492 linear feet circular
edgestone set @
20c. ... 98 40
71 linear feet existing
edgestone reset @
15c. .' . . 10 65
848 square yards gran-
ite block paving
hauled and laid @
75c. ... 636 00
29 square yards exist-
ing granite block
paving relaid @
30c. ... 8 70
142 square yards flag-
g i n g crosswalks
hauled and laid @
$1 . 142 00
2 square yards exist-
ing flagging cross-
walks relaid @
50c. ... 1 00
2,915 square yards mac-
adam surface fur-
nished and placed
(O)80c. . . 2,332 00
1,570 square yards
crushed stone
sidewalks fur-
nished and placed
@ 60c. ... 942 00
Carried forward . . $6,006 50 $3,037 66
96 City Document No. 35.
Brought forward . . $6,006 50 $3,037 66
Extra work — Fur-
nish stonecutter
to trim flagging:
32 hours, stone-
cutter @ 60c, $19 20
Plus 15 per
cent on
$19.20 . 2 88
22 08
6,028 58
$9,066 24
Doane street, from Broad street about 130 feet westerly.
Length 142 linear feet. Area, 243 square yards. Asphalt
pavement resurfaced and crosswalks relaid.
Engineering $31 75
Inspection 12 00
Labor, stonecutter .... 6 00
Blocks, 75 1 50
Paid The Barber Asphalt Paving
Company, under contract:
35 square yards exist-
ing granite block
paving relaid,
pitch joints, in-
cluding preparing
site, @ $1.25 . $43 75
8 square yards exist-
ing flagging
crosswalks relaid,
pitch joints, in-
cluding preparing
site, @ $1.25 . 10 00
224.3 square yards bitumi-
nous concrete
binder and as-
phalt wearing sur-
face furnished and
laid, including pre-
paring site, @
$1.49 ... 334 21
22.5 cubic yards extra
cement concrete
base furnished
and laid @ $6 . 135 00
Carried forward . . $522 96 $51 25
Street Department — Highway Division. 97
Brought forward
Extra work — Break
out and remove
old concrete base
where directed:
77.3 square yards old con-
crete base broken
out and removed
@ 75c.
$522 96 $51 25
57 98
580 94
$632 19
Dorchester avenue, between Mt. Washington avenue and Dor-
chester Avenue Bridge. Length, 917 linear feet. Area,
2,931 square yards. Granite block roadway relaid on
gravel base, edgestone reset, crosswalks relaid, brick side-
walks relaid, and tar concrete sidewalks repaired.
Engineering
$46 51
Inspection
187 00
Advertising
4 00
Engineering expense
3 35
Bricks, 9,340 .
111 89
Paid to Simpson Brothers Co
rporation :
16.7 square yards tar con*
?rete side-
walk
25 00
Paid to Thomas Kiernan, u
nder con-
tract:
837 linear feet existing
straight edgestone
reset @ 12c.
$100 44
2,904 square yards exist-
ing granite block
paving relaid,
gravel joints, @
37c. . . .
1,074 48
27 square yards exist-
ing flagging cross-
walks relaid ^gravel
joints, @ 55c.
14 85
1,089 square yards exist-
ing brick side-
walks relaid @
30c.
326 70
1,516 47
.,894 22
Dudley street, from Harrison avenue to Magazine street. Length,
2,685 feet. Area, 11,000 square yards. Brick block pave-
ment laid on a concrete base, edgestone reset and brick
sidewalks relaid.
98
City Document No. 35.
Engineering .
$549 15
Inspection
442 00
Labor, stonecutter
7 38
Advertising
8 00
Teaming ....
11 84
Engineering expense
11 10
Edgestone, 130 feet 10 inches and 4
small corners
105 98
Templets
11 99
Bricks, 38,300
447 60
Gravel, 10 single loads .
8 00
Paid to James Doherty under con-
tract :
4,658 linear feet existing
edgestone reset @
lie.
$512 38
137 square yards exist-
ing granite block
paving r e 1 a i d,
gravel joints, @
45c.
61 65
88 square yards granite
block paving laid,
including excava-
tion, concrete base,
gravel bed and
grout joints, @
$1.40 ... 123 20
14 square yards exist-
ing flagging cross-
walks relaid, gravel
joints, @ 50c. . 7 00
36 square yards flagging
crosswalks laid, in-
cluding excava-
tion, concrete base,
gravel bed and
grout joints, @
$1.30 ... 46 80
J,693 square yards brick
block pavement
furnished and
laid, including ex-
cavation, concrete
base, sand, bed and
grout joints, @
$2.59 . . . 22,514 87
Carried forward
$23,265 90 $1,603 04
Street Department — Highway Division. 99
Brought forward . .$23,265 90 $1,603 04
3,751 square yards exist-
ing brick sidewalks
relaid @ 27c. . 1,012 77
Extra work — Re-
move stumps
where directed:
6 hours' labor
@ 25c. . $1 50
Plus 15 per
cent on
$1.50 22
2 hours double
team @
75c. . 1 50
3 22
Extra work — Puddle
and ram trenches
where directed:
43 hours' labor
@ 25c. . $10 75
Plus 15 per
cent on
$10.75 . 1 61
12 36
Extra work — Re-
move existing
edgestone for
driveways where
directed:
10 hours' labor
@25c. . $2 50
Plus 15 per
cent on
$2.50 . 38
Extra work — Patch
artificial stone
sidewalks where
directed:
5 hours, stone-
cutter, @
62|c. . $3 13
15| hours' labor
@25c. . 3 88
7 01
Plus 15 per cent on
$7.01 ... 1 05
Carried forward . .$24,305 19 $1,603 04
100 City Document No. 35.
Brought forward $24,305 19 $1,603 04
1 barrel Portland
cement @ $1.60 .
1 60
Extra work — Grade
the approach at
Dunmore street:
3 hours' labor
@25c. . $0 75
Plus 15 per
cent on
75c. . . 11
86
Extra work — Haul
old granite paving
blocks to the Di-
mock street lot in-
stead of to the
Massachusetts
avenue lot:
2,233 tons old granite pav-
ing blocks hauled
more than one-half
mile, and not more
than one mile, one
overhaul mile per
half mile per ton
(Section 1, Article
E) @ lie. .
491 26
OA 7HQ m
^t:, i yo yi
$26,401 95
Credit: 270,810 old blocks @ S20 M 5,-l 16 20
$20,985 75
Elm Hill avenue, from Ruthven to Homestead street. Length,
500 linear feet. Area, 1,340 square yards. Macadam road-
way resurfaced, 3 inches deep, edgestone set, gutters laid and
crosswalks laid. Work done by division force, with excep-
tion of artificial stone sidewalks.
Engineering
$4 36
Inspection
36 75
Engineering expense
60
Labor, edgestone excavation.
365 63
Labor, edgestone resetting .
67 63
Labor, gutter excavation . , .. -
84 57
Labor, gutter relaying .
72 74
Labor, crosswalk excavation .
2 25
Labor, crosswalk. relaying _,
21 68
Carried forward $656 21
Street Department — Highway Division. 101
Brought forward .
. $656 21
Labor, macadam excavating
57 50
Labor, macadam spreading .
138 50
Advertising ....
3 70
Teaming
165 40
Water cart ....
29 40
Steam roller
97 50
Edgestone, 423 feet 5 inches
303 89
Crushed stone, 207.65 tons .
253 34
Gravel, 35 double loads
56 00
Paid to Jeremiah J. Sullivan, undei
contract:
4,679 square feet artificial
stone s i d ew a 1 k s
furnished and laid
@ 17 T 9 oC . . $837 54
Extra work — Re-
move tree where
directed :
4 hours' labor
@ 25c. . $1 00
Plus 15 per cent
on $1 . . 15
1 U
838 69
J,600 13
Faneuil Hall square, granite block paving relaid on existing
concrete base, which was patched where necessary.
Engineering $3 75
Paid to Central Construction Company:
38 square yards granite
block paving relaid,
pitch and pebble
joints, including con-
crete base, @ $3.25, $123 50
299 square yards granite
block paving re-
laid, pitch and peb-
ble joints, @ $2.25 .
672 75
796 25
$800 00
Florence street, retaining wall built at Mt. Hope Station.
Work done in 1909, finished by department force. Iron
fence erected and painted.
Engineering $1 00
Inspection 22 50
Carried forward
$23 50
102
City Document No. 35.
5,200 00
Brought forward ....
Paid to Daniel E. Lynch, under con-
tract :
Building wall . . 5
Extra work — Extend wall
to bridge wall on Blake-
more street, about 50
• feet in length, and furnish
filling and grade in front
of new wall on Florence
street :
7| days, mason, @
$4.50 . . $33 75
6 days, tender, @
$2.50 . . 15 00
26 days' labor @
$2 . 52 00
100 75
Plus 15 percent on $100.75, 15 11
$23 50
$2,315 86
Less amount paid in 1909, 1,716 73
Paid to P. J. Dinn & Co., under
contract :
352 linear feet iron fence built,
erected and painted .
599 13
633 60
,256 23
Forbes street, from Centre street to Chestnut avenue. Length,
1,413 linear feet. Area, 2,680 square yards. Edgestone
set, gutters paved, macadam roadway resurfaced 3.2
inches deep and sidewalks graded and covered with dust.
Work done in part by the city and in part by Anthony
Diamond.
Engineering ....
$15 75
Labor, macadam excavation
34 00
Labor, macadam spreading .
229 25
Labor, gravel walks
124 00
Labor, street cleaning .
18 00
Steam roller ....
130 00
Water cart ....
41 65
Teaming
96 22
Advertising ....
4 00
Edgestone, 1,558 feet 5 inches
i
straight; 14 feet 7 inches circular
1,108 44
Blocks, 15,865 ....
317 30
Carried forward
$2,118 61
Street Department — Highway Division. 103
Brought forward . . . . '. $2,118 61
Crushed stone, 537.77 tons ... 656 67
Flagging, 40 feet 4 inches ... 27 42
Paid to Anthony Diamond, under
contract :
1,560.7 linear feet straight
edgestone hauled
and set @ 22c. . $343 35
14.7 linear feet circular
edgestone set @
16c. ... 2 35
321.7 linear feet existing
edgestone reset @
16c. . . . 51 47
537.4 square yards granite
block paving hauled
and laid @ 54c. . 290 20
122.4 square yards existing
granite block pav-
ing relaid @ 45c. . 55 08
$742 45
Extra work — Exca-
vate and remove
rock where di-
rected :
5^ cubic yards rock exca-
vation® $1.75 . 9 33
Extra work — Relay
existing brick
sidewalk where
directed :
1^ square yards existing
brick sidewalk re-
laid @ 35c. . . 53
752 31
$3,555 01
Credit: 1 large corner ... 7 00
1,548 01
Freeport street, retaining wall built at Commercial Point
Bridge, westerly side. Length, 151 linear feet.
Engineering $50 88
Inspection 74 25
Engineering expense .... 1 75
Advertising 6 80
Carried forward $133 68
104 City Document No. 35.
Brought forward $133 68
Paid to James Doherty, under contract :
250 cubic yards filling
furnish ed and
placed @ $1 . $250 00
416.44 square yards slope
paving furnished
and placed @ $3, 1,249 32
125 linear feet fence
furnished and built
<& 49c. ... 61 25
1,560 57 '
$1,694 25
Glenway street, westerly side, near Harvard street. Length,
189 linear feet. Area, 1,409 square feet artificial
stone sidewalks laid.
Engineering $5 00
Inspection . . . . . . 14 25
Engineering expense ..... 30
Advertising . . ... . 3 60
Paid to Jeremiah J. Sullivan, under
contract :
1,409 square feet artificial
stone sidewalks
laid @ 18c. . $253 62
174 linear feet edgestone
reset @ 15c. . 26 10
58 square yards granite
block p aving
relaid @ 35c. . 20 30
300 02
$323 17
Hancock street, Columbia road to Winter street (Dorchester).
Brick block paving on a concrete base and regulating,
work unfinished.
Engineering --.•--- $215 89
Inspection 456 50
Engineering expense . . . . 4 00
Steam roller 62 50
Edgestone, 27 feet 7 inches circular,
9 feet 2 inches straight ... 39 52
Crushed stone, 6 tons .... 7 32
Paid to Central Construction Com-
pany, under contract:
1,752 linear feet existing
edgestone reset @
lie. . . . $192 72
Carried forward _. . $19272 $785 73
Street Department — Highway Division. 105
Brought forward . . $192 72 $785 73
19 square yards granite
block paving laid,
grout joints, in-
cluding excava-
tion concrete base
and gravel bed,
@ $1.50 . 28 50
5,060 square yards brick
block pavement
furnished and laid,
including excava-
tion, concrete
base, sand bed and
grout joints,
@ $2.57 . . 13,004 20
2,850 square yards brick
block pavement
furnished and laid
(unfinished) @
$1.25 . . . 3,562 50
$16,787 92
Less 2\ days use of
city steam roller
@ $12 . . 30 00
,757 92
15,920 02
Less 5 per cent re-
tained ... 837 90
>,705 75
Credit: 11,905 old blocks @ $20 M. . 238 10
" 3,467 65
Harrison avenue, Union Park and Waltham streets; around
triangular planting space. Area, 2,364 square feet.
Artificial stone sidewalks laid.
Engineering $8 14
Inspection 16 50
Engineering expense .... 25
Advertising 3 70
Paid to Jeremiah J. Sullivan, under
contract :
2,364 square feet artificial stone side-
walks furnished and laid® 18c, 425 52
$454_11
Harvard street, Washington street to Harrison avenue
Length, 414 linear feet. Area, 966 square yards. Paved
with wood blocks on a concrete base and regulated.
106
City Document No. 35.
Engineering .•■
$32 27
Inspection
143 25
Engineering expense
2 15
Advertising
3 90
Templets ....
4 43
Blocks, 275 .
8 63
Bricks, 1,500 .
18 00
Paid to James H. McCarthy, under
contract :
944 square yards prepar-
ing site @ 15c. .
$141 60
210 linear feet existing
edgestone reset @
15c.
31 50
914 square yards con-
crete base fur-
nished and laid @
78c.
712 92
22 square yards existing
granite block pav-
ing relaid, gravel
joints, including
preparing site, @
50c.
11 00
36 square yards existing
granite block pav-
ing relaid, pitch
joints, @ $1 .
36 00
1 square yard existing
flagging cross-
walks relaid,
gravel joints, in-
cluding preparing
site, @ 50c.
50
908 square yards wood
block pavement
furnished and laid
@ $2.67
2,424 36
123 square yards existing
brick sidewalks
relaid @ 25c.
30 75
Extra work. — Haul
old granite blocks as
directed to Forbes
street :
127 tons old granite blocks
hauled to Forbes
5,388 63
Carried forward
5,388 63 $232 63
Street Department — Highway Division.
Brought forward . . $3,388 63 $212 63
street, two and one-
half miles overhaul,
per half mile, per
ton @ lie. . . 69 85
107
Credit: 8,580 old granite blocks @
$20 M
3,671 11
171 60
1,499 51
Harvard street (Dorchester), from Washington street to Blue Hill
avenue. Area, 24,784 square feet. Artificial stone side-
walks built, edgestone reset and gutters repaved.
Inspection
$141 00
Inspection expense . . . .
20
Advertising
3 90
Drain repair (Sewer Division)
10 97
Flagging, 18 feet 1 inch
12 30
Paid to W. A. Murtfeldt Company,
under contract:
24,784 square feet artificial
stone sidewalks
laid @ 14.9c. . $3,692 82
3,403 linear feet edge-
stone reset® 10c, 340 30
1,105 square yards gran-
ite block paving
relaid@33c. . 364 65
4,397 77
L,566 14
Heath street, from Parker street to South Huntington avenue.
Length, 3,079 linear feet. Area, 12,718 square yards. Brick
block paving on concrete base and regulating.
Engineering $534 28
Inspection 381 00
Engineering expense . . . . 11 50
Advertising 3 80
Templets 11 57
Edgestone, 15 feet 4 inches, circular, 18 40
Bricks, 6,000 72 00
Blocks, 10,207 ... 612 42
Paid to Field, Barker & Underwood,
Inc., under contract:
1,025 linear feet straight
edgestone fur-
nished and set (§|
95c. . . $973 75
Carried forward
$973 75 $1,644 97
108 City Document No. 35.
Brought forward . . $973 75 $1,644 97
84 linear feet circular
edge stone fur-
nished and set @
15c. ... 12 60
3,945 linear feet existing
edgestone reset
@ 10c. . . 394 50
14 square yards exist-
ing granite block
paving r e 1 a i d,
gravel joints, @
50c. ... 7 00
346 square yards gran-
ite block paving
laid, grout joints,
including excava-
t i o n, concrete
base and gravel
bed, @ $1.90 . 657 40
18 square yards flag-
ging crosswalks
laid, grout joints,
including excava-
tion, concrete
base and gravel
bed, @ $1.80 . 32 40
13.259 square yards brick
block pavement
furnished and
laid, including
excavation, con-
crete base, sand
bed and grout
joints, @ $2.53 . 33,545 27
7 square yards brick
sidewalks laid @
25c. ... 1 75
667 square yards exist-
ing brick side-
walks relaid @
25c. ... 166 75
),791 42
Extra work — Ex-
cavate and re-
move rock where
directed in edge-
stone trench:
Carried forward . .$35,79142 $1 ; 644 97
Street Department — Highway Division. 109
Brought forward . . $35,791 42 $1,644 97
48 cubic yards rock ex-
cavation @ $1.75, 84 00
Extra work — Haul
new granite
blocks from South
End paving yard :
42 loads paving blocks
hauled @ $2 . 84 00
Extra work — Cut
concrete conduit
as directed:
15 hours' labor
@25c. . . $3 75
Plus 15 per
cent on
$3.75 . 56
4 31
Extra work-
-Fur-
nish and
place
concrete in
Water
Department
openings :
32 hours' labor @ 25c,
Plus 15 per cent on
$8
3 barrels cement
@ $1.80 .
$5 40
1| cubic yards
sand @
$1.25
1 88
3 cubic yards
crushed
stone @
$1.50
4 50
8 00
1 20
11 78
Extra work — Reset
manhole cover:
cover reset (a), $3 . 3 00
35,987 71
$37,632 68
Credit: 1,400 old blocks @ $20 M. . 28 00
$37,604 68
Kingston street, from Beach to Essex streets. Length, 492 linear
feet. Area, 1,861 square yards. Asphalt pavement re-
surfaced, edgestone reset and brick sidewalks relaid.
Engineering ~. $64 76
Inspection . . • . . 51 00
Carried forward . . . . $115 76
110 City Document No. 35.
Brought forward $115 76
Engineering expenses .... 95
Advertising 3 80
Teaming 3 17
Paid to Barber Asphalt Paving Com-
pany, under contract:
59 linear feet existing
edgestone reset
@20c. ... $11 80
17 square yards exist-
ing granite block
paving r e 1 a i d,
gravel joints, @
35c. ... 5 95
5 square yards granite
block paving laid,
pitch joints, in-
cluding preparing
site and concrete
base, @ 85c. . 4 25
23 square yards exist-
ing granite block
paving r e 1 a i d ,
pitch joints, @
85c. ... 19 55
16 square yards flag-
ging crosswalks
laid, pitch joints,
including prepar-
ing site and con-
crete base, @, 95c, 15 20
17 square yards exist-
ing flagging cross-
walks r e 1 a i d ,
pitch joints, in-
cluding preparing
site, @ 95c. . . 16 15
1,861 square yards bitu-
minous concrete
binder and as-
phalt wearing
surface furnished
and laid, includ-
ing preparing site,
@$1.56 . . 2,903 16
6 cubic yards extra
bituminous binder
Carried forward . . $2,976 06 $123 68
Street Department — Highway Division. Ill
Brought forward . . $2,976 06 $123 68
furnished and laid
©$9.94 . . 59 64
60 cubic yards extra
cement concrete
base furnished and
laid @ $7.40 . 444 00
55 square yards exist-
ing brick side-
walks relaid, in-
cluding preparing
site, @ 30c. . 16 50
3,496 20
$3,619 88
Credit: 6 linear feet flagging @ 68c. . 4 08
!,615 80
Longwood avenue, Brookline avenue to Huntington avenue.
Length, 2,138 linear feet. Area, 5,982 square yards.
Brick block paving on concrete base and regulating.
Engineering ...... $199 49
Inspection
Engineering expense
Advertising
Teaming .
Templets .
Edgestone, 105 feet 1 inch straight and
112 feet 9| inches circular
Bricks, 8,500 .
Blocks, 2,500 .
Paid to Field, Barker & Underwood,
Inc., under contract:
103 linear feet straight
edgestone hauled
and set @ 18c. . $18 54
104 linear feet circular
edgestone set @
15c. ... 15 60
2,989 linear feet existing
edgestone reset @
10c. . . . 298 90
59 square yards exist-
ing granite
block paving re-
laid, gravel joints,
@50c. ... 29 50
209 88
10 25
3 80
7 36
6 75
208 90
110 50
150 00
Carried forward . . $362 54 $906 93
112
City Document No. 35.
Brought forward
105 square yards granite
block paving,
hauled and laid,
grout joints, @
$1.90 .
26 square yards granite
block paving
laid, grout joints,
@$1.90
29 square yards flag-
ging crosswalks
laid, grout joints,
@$1.80
5,764 square yards brick
block pavement
furnished and laid,
including excava-
tion, concrete
base, sand bed and
grout joints, @
$2.59 .
1,153 square yards exist-
ing brick side-
walks relaid @
25c.
Extra work : Re-
move stumps
where directed:
45 hours' labor @ 25c,
Plus 15 per cent on
$11.25 .
$362 54 $906 93
199 50
49 40
52 20
14,928 76
288 25
11 25
1 69
Credit: 13,370 old blocks @ $20 M.
15,893 59
$16,800 52
207 40
$16,533 12
Massachusetts avenue (southerly roadway), Columbus avenue
to Washington street. Length, 1,843 linear feet. Area,
5,664 square yards. Asphalt pavement resurfaced, edge-
stone reset, crosswalks relaid and sidewalks relaid.
Engineering ....
$158 65
Inspection ....
99 00
Labor, stonecutter .
30 00
Engineering expense
3 85
Advertising ....
3 80
Carried forward .
. $295 30
Street Department — Highway Division. 113
Brought forward .
$295 30
Blocks, 750 ...
15 00
Bricks, 5,300
63 60
Paid Warren Brothers
Company,
under contract:
810 linear feet existing
edgestone reset
@ 20c. .
$162 00
151 square yards con-
crete base fur-
nished and laid,
including prepar-
ing site, @ $1
151 00
48 square yards existing
granite block pav-
ing relaid, gravel
joints, including
preparing site, @
35c.
16 80
44 square yards exist-
ing granite block
paving relaid,
pitch joints, in-
cluding preparing
site, @ 85c. .
37 40
4 square yards existing
flagging crosswalks
relaid, gravel
joints, including
preparing site, @
50c.
2 00
113 square yards existing
flagging crosswalks
relaid, pitch
.
joints, including
preparing site, @
75c.
84 75
5,538 square yards bitu-
minous concrete
binder and asphalt
wearing surface
furnished and laid,
including prepar-
ing site, @ $1.39 .
7,697 82
104.6 cubic yards extra bi-
tuminous binder
furnished and laid
% $9.95
1,040 77
Carried forward . . $9,192 54 $373 90
114 City Document No. 35.
Brought forward . . $9,192 54 $373 90
37.5 cubic yards, extra
cement concrete,
base, furnished and
laid, @ $7 . . 262 50
680 square yards existing
brick sidewalks re-
laid, including pre-
paring site, @
30c, ... 204 00
9,659 04
Extra work — Remove the ex-
isting concrete base where
directed and replace with new
concrete :
276 square yards existing concrete
base removed and replaced
with new concrete @ $1.50 . 414 00
,446 94
Meridian street, Maverick square to Central square. New
blocks furnished for the track brow and laid by the Boston
Elevated Railway Company.
Labor ....... $74 75
Teaming 201 52
Blocks, 28,412 . . . . . 1,903 60
%2 1 79 87
Credit: 30,249 old blocks @ $20 M . '604 98
$1,574 89
Milk street, from Pearl to Oliver streets, extended to Battery-
march street and including approaches. Length, 311 linear
feet. Area, 1,264 square yards. Paved with wood blocks
on concrete base and regulated.
Engineering $71 28
Inspection 80 00
Advertising 2 05
Paid James Doherty, under contract;
1,223 square yards pre-
paring site @ 33c, $403 59
210 cubic yards con-
crete base fur-
nished and laid
@$4.53 ". . 951 30
11 square yards exist-
ing granite block
pavement relaid,
Carried forward . . . $1,354 89 $153 33
Street Department — Highway Division. 115
Brought forward . . $1,354 89 $153 33
pitch joints, in-
cluding preparing
site, @ 99c. . 10 89
30 square yards existing
flagg i n g cross-
walks relaid, pitch
joints, including
preparing site, @
$1.05 ... 31 50
1,223 square yards wood
block pavement
furnished and laid
@$2.70 . 3,302 10
4,699 38
Extra work — Relay existing
granite block paving and
flagging on Milk street, be-
tween Oliver street and Bat-
tery march street, and where
directed in Post Office
square :
962 square yards existing granite
block paving relaid, including
preparing site, @ 99c. . . 952 38
Extra work — Haul old granite
blocks to Massachusetts
avenue lot instead of to yard
No. 2, Albany street:
408.75 tons old granite blocks hauled
to Massachusetts avenue
lot, one mile overhaul, per
half mile, per ton @ lie. . 89 92
Credit: 24,755 old granite blocks @
■ . $20 M 491 50
,895 01
$5,403 51
Paid by estate of E. S. Converse, $4,699.38.
Morton street, from Blue Hill avenue to Harvard street. Length,
1,407 linear feet. Area, 8,096 square yards. Excavated
and graded.
Engineering $22 36
Engineering expense .... 60
Advertising 3 80
Carried forward $26 76
116
City Document No. 35.
53
Plus 15 per cent on
$126
4 days, double team,
@$6 .
Extra work — Ex-
cavate and re-
move rock where
directed :
116 cubic yards rock ex-
cavated and re-
moved @ $1.75 .
Brought forward
Paid to Commonwealth Construction
Company, under contract:
796 cubic yards earth ex-
cavated and gra-
ded @ 80c. . $636 80
Extra work — Re-
move stumps
where directed:
4 days, fore-
man, @ $5, $20 00
days' labor
@ $2 . 106 00
126 00
$26 76
18 90
24 00
203 00
1,008 70
,035 46
North Market street, from Merchants row to Commercial street.
Length, 645 linear feet. Area, 3,075 square yards.
Roadway repaved with new granite blocks on a concrete
base, edgestone reset, crosswalks relaid and brick sidewalks
relaid.
Engineering ....
$84 39
Inspection ....
347 63
Engineering expense
1 30
Advertising ....
3 90
Templets ....
4 31
Teaming . . . .
9 12
Edgestones, 155 feet 4 inches
108 73
Bricks, 700 ... .
8 23
Paid C. W. Dolloff & Co., under con
tract :
2,841 square yards prepar-
ing site @ 46c. $1,306 8(
236 linear feet existing
edgestone reset @
15c. ... 35 4(
)
Carried forward
[,342 26 $567 61
Street Department — Highway Division. 117
Brought forward . $1,342 26 $567 61
2,841 square yards con-
crete base fur-
nished and laid @
76c. . . . 2,159 16
2,758 square yards granite
block paving fur-
nished and laid,
pitch joints, @
$2.54 . . 7,005 32
214 square yards existing
granite block pav-
ing relaid, pitch
joints, @ 95c. . 203 30
64.4 square yards nagging
crosswalks fur-
nished and laid,
pitch joints, @
$3.95 ... 254 38
39 square yards existing
nagging crosswalks
relaid, pitch joints,
@ 75c. ... 29 25
27 square yards existing
brick sidewalks re-
laid @ 25c. . . 6 75
11,000 42
Extra work—
-Bar and ram sewer
trench :
2 days' labor @ $2 .
$4 00
Plus 15 per
cent on
$4 .
— Relocate
60
Extra work
cross-
walk as directed :
4 hours, paver,
@ 621c,
$2 50
12 hours, helper
, @25c,
3 00
4 hours, stone i
3utter,
(oj, 60c. .
2 40
4 60
7 90
Plus 15 per cent on $7.90 1 19
Extra work — Clean and haul old
blocks for repaving on Com-
mercial street at approach to
North Market street:
4 days' labor @ $2 . $8 00
Plus 15 per cent on
1 20
9 20
Carried forward .... $11,590 92
118 City Document No. 35.
Brought forward .... $11,590 92
5 hours, double team,
@ 68|c. . $3 44
3 44
$11,594 36
Credit: 57,630 old blocks® $20 M. . 1,152 60
,441 76
Oliver street, from Milk street to 200 feet southeasterly. Length,
200 linear feet. Area, 766 square yards. Paved with
wood blocks on a concrete base and regulated.
Engineering $39 91
Inspection ...... 28 00
Paid James Doherty, under contract:
594 square yards prepar-
ing site @ 33c. . $196 02
100 cubic yards concrete
base furnished and
laid @ $4.53 . 453 00
158 square yards existing
granite block pav-
ing relaid, pitch
joints, including
preparing site, @
99c. ... 156 42
15 square yards existing
nagging crosswalks
relaid, pitch joints,
including prepar-
ing site, @ $1.05 . 15 75
594 square yards wood
block pavement
furnished and laid
@ $2.70 . . 1,603 80
2,424 99
Credit: 15,228 old granite blocks @
$20 M. ...... 304 56
,492 90
$2,188 34
Paid by American Telegraph and Telephone Company, $2,424 99.
Otisfield street (Roxbury), sidewalks patched with tar concrete
where trees were removed. Area, 221 square yards.
Amount paid Simpson Brothers Corporation
(work done in 1909) $259 00
Parkman street, from North Russell to Blossom streets. Length,
239 linear feet. Area, 491 square yards. Asphalt pave-
Street Department — Highway Division. 119
$25 75
52 50
25
3 90
3 09
30 03
4 32
3 38
62 12
$101 25
7 70
ment laid on concrete base, edgestone reset, crosswalk
and brick sidewalks relaid.
Engineering .
Inspection
Engineering expense
Advertising
Teaming
Flagging, 44 feet 2 inches
Edgestone, 6 feet 2 inches
Blocks, 75
Bricks, 5,177 .
Paid Warren Brothers Company, un
der contract:
405 linear feet existing
edgestone reset @
25c.
22 square yards exist-
ing granite block
paving relaid,
gravel joints, (§>
35c.
9.5 square yards granite
block paving laid,
pitch joints, in-
cluding preparing
site and concrete
base, @ $1 .
8.6 square yards nagging
crosswalks laid,
pitch joints, in-
cluding preparing
site and concrete
base, @ $1.70 .
479 square yards con-
crete base, bitu-
minous concrete
binder and asphalt
wearing surface,
furnished and laid,
including prepar-
ing site, % $2.62 .
2 square yards bitu-
minous concrete
binder and asphalt
wearing surface
furnished and laid,
including prepar-
ing site, @ 30c.
9 50
14 62
1,254 98
60
Carried forward
$1,388 65 $185 34
120 City Document No. 35.
Brought forward . . $1,388 65 $185 34
231 square yards existing
brick sidewalks re-
laid @ 25c. . 57 75
1,446 40
$1 631 74
Credit: 428 old blocks @ $20 M. . 9 56
,622 18
Pearl street, from Milk street to 148 feet north. Length, 153
linear feet. Area, 508 square yards. Paved with wood
blocks on concrete base and regulated.
Engineering $26' 79
Inspection 32 00
Advertising 2 05
Paid James Doherty under contract:
508 square yards prepar-
ing site @ 33c. . $167 64
112 cubic yards concrete
base furnished and
laid @ $4.53 . 507 36
508 square yards wood
block pavement
furnished and laid
@ $2.70 . . 1,371 60
Extra work — Haul
old granite blocks
to Massachusetts '
avenue lot instead
of to yard No. 2:
210.29 tons old granite
blocks hauled to
Massach u s e 1 1 s
avenue lot, one
mile overhaul, per
half mile, per ton,
@ lie. ... 46 26
2,092 86
Credit: 12,370 old granite blocks @
$20 M 247 40
,153 70
$1,906 30
Paid by estate of E. S. Converse, $2,046.60.
Round Hill street, from Walden to Gay Head streets. Length,
642 linear feet. Area, 1,083 square yards. Macadam road-
way resurfaced, edgestone set, gutter paved, brick sidewalk
laid. Work done in part by Commonwealth Construction
Company and in part by division force.
Stkeet Department — Highway Division. 121
Labor, macadam excavation
Labor, macadam spreading
Labor, cleaning street .
Steam roller .
Water cart
Teaming ....
Advertising
Edgestone, 53 feet 6 inches, circular;
1,198 feet 6 inches, straight; 2 small
corners and 2 large corners
Blocks, 15,480
Bricks, 29,400
Crushed stone, 76.22 tons
Paid Commonwealth Construction
Company under contract:
1,200 linear feet straight
edgestone hauled
and set @ 25c. . $300 00
$253
50
71
37
6
76
16
25
14
70
134
85
4
10
923
85
309
60
352
80
105
36
75 linear feet circular
edgestone set @
15c.
11 25
69 linear feet existing
edgestone reset @
15c. "...
10 35
360 square yards granite
block paving
hauled and laid @
50c.
180 00
20 square yards existing
granite block pav-
ing relaid @ 40c,
8 00
601 square yards brick
sidewalks laid @
30c.
180 30
15 square yards existing
brick sidewalks re-
laid @ 25c. .
3 75
$693 65
Less 15 per cent
retained
104 05
589 60
5,782 74
Rowena street, from Carruth to Bushnell streets. Length, 414
linear feet. Area, 920 square yards. Macadam surface
laid, edgestone set, gutters paved and crosswalks laid
by division force; artificial stone sidewalks laid by
Adams-Pond Company.
122
City Document No. 35.
Labor, edgestone excavation
Labor, edgestone setting
Labor, gutter excavation
Labor, gutter paving
Labor, sidewalks .
Labor, macadam spreading .
Labor, crosswalk excavation
Labor, crosswalk relaying .
Labor, engineering.
Labor, inspection .
Engineering expense
Teaming .
Steam roller .
Water cart
Edgestone, 770 feet 4 inches and 2
small corners
Blocks, 10,550
Gravel, 58 double loads
Cement, | barrel .
Crushed stone, 213.17 tons .
Flagging, 107 feet 5 inches .
Paid Adams-Pond Company, under
contract :
5,286 square feet artificial stone side-
walks furnished and laid
@16c
$173 25
98 27
59
38
114
98
10
75
95
88
19
50
47
87
4
73
10 50
15
320
17
84
50
22
75
543
23
211
00
113
10
88
282
05
73
04
845 76
1,131 74
Saratoga, Moore and Bennington streets, around church of "Star
of the Sea." Artificial stone sidewalks laid and edgestone
reset. Length, 578 linear feet. Area, 4,343 square feet.
Engineering
Inspection
Engineering expense
Advertising
Teaming .
Gravel, 12 tons
Sand, 1 single load
Edgestone, 22 feet .
Cement, \ barrel .
Blocks, 2,670 .
Amount paid to David M. Biggs &
Co., under contract:
4,343 square feet artificial stone side-
walks furnished and laid
(a), 18c. .
$6 00
26 25
87
4 10
24 50
9 60
84
15 40
95
53 40
781 74
$923 65
School street (Dorchester) , from Washington to Athelwold streets.
Area, 3,952 square feet. Artificial stone sidewalks laid,
edgestone reset and gutters repaved.
Street Department — Highway Division. 123
Inspection $39 00
Inspection expenses .... 40
Advertising 3 90
Paid W. A. Murtfeldt Company, under
contract :
3,952 square feet artificial
stone sidewalks
furnished and laid
@ $1.49 . . $588 85
Extra work — reset
edgestone and
relay granite
block paving
where directed :
111 line ar feet
edgestone re-
set @ 10c. .$11 10
38 square yards
granite block
paving relaid
@ 33c. . 12 54
23 64
612 49
$655 79
South Market street, from Commercial street to Atlantic avenue.
Length, 689 linear feet. Area, 3,188 square yards. Road-
way repaved with new large granite blocks on a concrete
base and regulated. Work done in 1909.
Engineering . . . . . $12 00
Paid J. B. O'Rourke & Co., under
contract :
3,179 square yards prepar-
ing site® 30c. . $953 70
1,108 linear feet existing
edgestone reset @
15c. ... 166 20
3,179 square yards con-
crete base fur-
nished and laid
@71c. . . . 2,257 09
48 square yards exist-
ing granite block
paving relaid,
gravel joints, @
45c. ... 21 60
Carried forward . . $3,398 59 $12 00
124 City Document No. 35.
Brought forward . . $3,398 59 $12 00
3,109 square yards granite
block paving fur-
nished and laid,
pitch joints, @
$2.69 . . . 8,363 21
73 square yards exist-
ing granite block
paving r e 1 a i d ,
pitch joints, @ $1, 73 00
57 square yards flag-
ging crosswalks
furnished and laid,
pitch joints, @ $5, 285 00
21 square yards exist-
ing flagging cross-
walks relaid, pitch
joints, @$1 . 21 00
893 square yards exist-
ing brick side-
walks relaid @
30c. ... 267 90
Extra work — Lay brick and
flagging sidewalks in cement
where directed :
1| days, paver, @ $5, $7 50
3 days' labor @ $2, 6 00
— 12,408 70
13 50
Plus 15 per cent on $13.50, 2 03
2f barrels cement @ $1.75 . 4 81
10 cubic feet sand @ 5c. . . 50
Extra work — Bar and ram
sewer trench :
3| days' labor @ $2, $6 25
Plus 15 per cent
on $6.25 . . 94
7 19
Extra work — Reset catch-
basin :
1 day, mason, @
$5.60 ... $5 60
1 day, tender, @ $2, 2 00
7 60
Plus 15 per cent on $7.60 . 1 14
| barrel cement @ $1.75 . . 88
Carried forward .... $12,458 35
Street Department
Brought forward
Less 34.08 tons beach gravel
furnished by the city @ 80c.,
Less amount paid in 1909
Highway Division. 125
$12,458 35
27 26
,431 09
11,785 70
$645 39
Washington street, from Green street to the Arborway. Length,
3,442 linear feet. Area, 11,713 square yards. Paved with
special size granite blocks on a concrete base and regulated.
(Work begun in 1909.)
Engineering $325 01
Inspection
Labor (counting blocks)
Engineering expense
Blocks, 233,056 . •
Edgestone, 2,383 feet 5 inches
Bricks, 1,800
Paid John F. O'Connell, under contract
12,339 square yards pre-
paring site @
18c. .
4,696 linear feet straight
edgestone set
and hauled @
23c. . .
240 linear feet circular
edgestone
furnished and
set @ $1.40
1,577 linear feet existing
edgestone reset
@ 12c.
12,266 square yards con-
crete base fur-
nished and laid
@ 68c.
17 square yards exist-
ing granite
block paving re-
laid, gravel
joints, % 30c. .
11,854 square yards
gr a n i t e block
paving laid,
pitch joints, (w,
71c. .
730 25
578 25
8 50
15,614 75
1,655 77
21 90
,221 02
1,080 08
336 00
189 24
8,340 88
5 10
8,416 34
Carried forward
$20,588 66 $18,934 43
126 City Document No. 35.
Brought forward . . $20,588 66 $18,934 43
10 square yards exist-
ing granite
block paving
relaid, grout
joints, @ 50c. . 5 00
341.5 square yards flag-
ging crosswalks
furnished and
laid, pitch
joints, @ $4.30, 1,468 45
179 square yards exist-
ing brick side-
walks relaid @
30c. ... 53 70
91 square yards brick
block paving
furnished and
laid @ $1 . 91 00
$22,206 81
Extra work — Ex-
cavate and re-
move s u r p 1 us
material left by
Sewer Division :
,716 square yards sur-
plus material
removed @ 9c,
154 44
Extra work — Ex-
cavate rock in
edgestone
trench where
directed :
4.6 cubic yards rock
excavated @
$1.75
8 05
Extra work — Cut
tree stumps and
old trench
sheathing below
grade as di-
rected:
.
7| days' labor
@ $2 . $15 75
Plus 15 per
cent on
$15.75 . 2 36
18 11
Carried forward . . $22,387 41 $18,934 43
Street Department — Highway Division. 127
Brought forward . . $22,387 41 $18,934 43
Extra work — Cut
edgestone at
elevated piers:
14 days, stone-
cutter, @
$4.50 . $63 00
Plus 15 per
cent on
9 45
72 45
$22,459 86
Less amount paid
in 1909 . . 6,145 84
16,314 02
5 248 45
Credit: 1,405 old blocks® $20 M. ' 28 10
$35,220135
$213 24
431
50
6
60
741
45
2
50
41
65
Washington street, from north side of Arborway to beyond New
York, New Haven & Hartford Railroad. Length, 1,445
linear feet. Area, 7,717 square yards. Paved with special
size blocks on a concrete base and regulated.
Engineering
Inspection
Engineering expense ....
Edgestone, 707 feet 1 inch straight; 233
feet 10 inches circular and 2 small
corners . . . ...
Teaming
Bricks, 3,500
Paid James Doherty, under con-
tract :
8,037 square yards prepar-
ing site® 23c. . $1,848 51
710 linear feet straight
edgestone hauled
and set® 24c. . 170 40
242 linear feet circular
edgestone set @
18c. . 43 56
885 linear feet existing
edgestone reset
% 14c. ... 123 90
Carried forward . . $2,186 37 $1,436 94
128 City Document No. 35.
Brought forward . . $2,186 37 $1,436 94
8,042 square yards con-
crete base fur-
nished and laid
@ 62c. . . 4,986 04
111 square yards existing
granite block pav-
ing relaid, gravel
joints, @ 45c. . 49 95
7,772 square yards granite
block paving fur-
nished and laid,
pitch joints, @
$2.73 . . . 21,081 06
311 square yards flagging
crosswalks fur-
nished and laid,
pitch joints, @
$4.39 . 1,365 29
833 square yards existing
brick sidewalks re-
laid @ 25c. . . 208 25
29,876 96
Extra work — Furnish and
build fence and concrete cap
on retaining wall at the
southeast corner of Morton
street :
Furnishing and building fence,
etc 270 00
Extra work — Grade filling on
sidewalk where directed:
| day labor @ $2 . . . . 1 00
Plus 15 per cent on $1 . . . 15
Extra work — Cut old concrete
where found too high for new
construction :
h\ days' labor @ $2 . . . . 11 00
Plus 15 per cent on $11 . . 1 65
$31,597 70
Credit : 3 1 ,436 old blocks @ $20 M. . 628 72
$30,968 98
Washington street, from Williams to Marvin streets (west side).
Length, 1,050 linear feet. Area, 8,053 square feet. Arti-
ficial stone sidewalks laid and edgestone reset.
Engineering . . . . . . $21 00
Inspection 75 00
Carried forward $96 00
Street Department — Highway Division. 129
Brought forward .
$96 00
Engineering expense
1 15
Advertising
3 80
Edgestone, 4 feet 8 inches
3 27
Teaming ....
32
Paid Jeremiah J. Sullivan, under con-
tract :
8,053 square feet artificial
stone sidewalks
laid @ 17c. .
$1,369 01
131 linear feet edgestone
reset @ 15c.
19 65
22 square yards granite
block paving re-
laid @ 25c. .
5 50
1,394 16
Extra w o r k — R e-
move granite flag
from sidewalk
where directed:
4 hours, foreman, @
62i C . .
$2 50
36 hours' labor @ 25c,
9 00
11 50
Plus 15 per cent on $11.50.
1 73
1,511 93
Welles avenue, from Argyle street to Talbot avenue. Length,
282 linear feet. Area, 1,253 square yards. Constructed
6 inch macadam roadway, edgestone set, gutters paved,
crosswalks laid and artificial stone sidewalks with loam
spaces built.
Engineering $47 23
Inspection 109 25
Engineering expense .... 1 30
Edgestone, 7 feet 8 inches ... 5 36
Flagging, 67 feet ..... 45 56
Paid William J. Rafferty & Co., under
contract :
Removing trees,
bushes, stumps,
etc. . . . $1 00
508 cubic yards subgrad-
ing (earth excava-
tion) % 45c. . . 228 60
411 linear feet straight
edgestone fur-
nished and set @
95c. ... 390 45
Carried forward
$620 05 $208 70
130 City Document No. 35.
Brought forward . . $620 05 $208 70
6 linear feet circular
edgestone fur-
nished and set @
$1.26 •".;-. 7 56
157 linear feet existing
edgestone reset @
12c. ... 18 84
152 square yards granite
block paving fur-
nished and laid @
$1.82 . . 276 64
151 square yards existing
granite block pav-
ing relaid @ 40c, 60 40
11 square yards flag-
ging crosswalks
hauled and laid @
90c. ... 9 90
86 square yards existing
flagging cross-
walks relaid @ 50c, 43 00
1,135 square yards mac-
adam surface fur-
nished and placed
@ 72c ... 817 20
3,478 square feet artificial
stone side walks
furnished and laid
@ 15c ... 521 70
1 cover reset @ $3 . 3 00
154 square yards loam
spaces furnished,
placed and seeded,
@ 50c ... 77 00
2,455 29
Extra work — Re-
move tree :
78 hours' labor @ 25c,
$19 50
34 hours, foreman, @
62i C . .
21 25
40 75
Plus 15 per cent on $40.75 . 6 11
2 hours double team @ 75c . 1 50
Extra work — Replace the mac-
adam surface around the new
water box at Talbot avenue,
replacing macadam as per
agreement .... 5 00
5,717 35
656
15
3
25
70
50
3,217
7
14
28
Street Department — Highway Division. 131
Hyde Park avenue, from about 300 feet north of Ashland street
to Hyde Park line. Length, 2,224 feet. Area, 9,981
square yards. Constructed 6-inch macadam roadway,
subgraded and filled, edgestone set, block gutters laid,
flagging crosswalks laid and crushed stone sidewalks
placed. Work done under chapter 437 of the Acts of
1908.
Engineering
Inspection
Engineering expense ....
Advertising
Edgestone, 4,160 feet straight; 263 feet
circular and 10 large corners . . .
Teaming . . ....
Amount paid West Roxbury Trap Rock
Company, under contract:
Removing trees,
bushes, stumps,
etc. ... $0 00
2,065 cubic yards sub-
grading (earth ex-
cavation) @ 50c, 1,032 50
89 cubic yards sub-
grading (rock ex-
cavation)® $1.75, 155 75
10,912 cubic yards filling
furnished @65|c, 7,147 36
4,128 linear feet straight
edgestone hauled
and set @ 23c. . 949 44
303 linear feet circular
edgestone set @
15c. ... 45 45
162 linear feet existing
edgestone reset
© 15c. ... 24 30
1,947 square yards gran-
ite block paving
furnished and laid
@ $2 . . . 3,894 00
214 square yards exist-
ing block paving
relaid@25c. . 53 50
179 square yards flag-
ging crosswalks
furnished and laid
% $4.50 . . 805 50
Carried forward . . $14,107 80 $4,480 49
132 City Document No. 35.
Brought forward . . $14,107 80 $4,480 49
8,508 square yards mac-
adam surface fur-
nished and placed
@53c. . . 4,509 24
6,514 square yards
crushed stone,
sidewalks fur-
nished and placed,
@ 38c. . . . 2,475 32
41 covers reset @ $3 . 123 00
Extra work —
Water street a s
directed:
16f days' water cart @
$5 . . . . 83 75
Extra work — Re-
locate boundary
line monument at
the Hyde Park
line:
5 hours, foreman,
@ 50c. . $2 50
20 hours' labor
@ 25c. . 5 00
7 50
Plus 15 per cent on
$7.50 ... 1 13
,307 74
Less previous pay-
ment in 1909 . 1,781 60
19,526 14
$24,006 63
Old Colony avenue, construction of, from Dorchester avenue to
Dorchester street, and a part of D and West Ninth
streets. Length, 2,528 feet. Area^ 15,423 square yards.
Six-inch macadam roadway constructed, edgestone set,
block gutters laid, flagging crosswalks laid, brick sidewalks
laid, gravel sidewalks placed, retaining wall taken down
and rubble wall and fence built.
Engineering $378 26
Inspection 191 00
Engineering expense .... 3 55
Advertising 4 00
Carried forward $576 81
Street Department — Highway Division. 133
Brought forward $576 81
Amount paid Fred S. & A. D. Gore
Corporation, under contract:
Removing trees,
bushes, stumps,
etc. ... $1 00
12,822 cubic yards sub-
grading (earth
excavation) @
33c. "... 4,231 26
1,900 cubic yards filling
furnished @ $1, 1,900 00
115 linear feet straight
edgestone fur-
nished and set @
90c. ... 103 50
217 linear feet circular
edgestone fur-
nished and set @
$1.30 ... 282 10
1,269 linear feet existing
edgestone taken
up and reset @
15c. . . . 190 35
3,198 square yards granite
block paving
hauled and laid
@ 33c. • • • 1,055 34
1,915 square yards exist-
ing granite block
paving taken up
andrelaid@33c, 631 95
288 square yards flag-
ging crosswalks
hauled and laid
@ 33c. • • • 95 04
98 square yards exist-
ing fl a g g i n g
crosswalks taken
up and relaid @
33c. . . . 32 34
15,247 square yards mac-
adam surface fur-
nished and placed
@ 65c. . . 9,910 55
6,515 square yards gravel
sidewalks placed
@ 10c. . 651 50
Carried forward . . $19,084 93 $576 81
134 City Document No. 35.
$576 81
Brought forward . . $19,084 93
747 square yards exist-
ing brick side-
walks taken up
and r e 1 a i d @
25c. .
186 75
1,311 cubic yards existing
retaining wall
taken down @
75c. .
983 25
828 cubic yards rubble
wall built @
$1.50 .
1,242 00
687 linear feet fence
furnished and
built @ 50c.
343 50
19 covers reset @ $3,
57 00
Extra work — Store
inspector's shan-
ty on July 4 :
Storing shanty
5 00
Extra work — Lay
brick in cement
on top of walls on
D and W. Ninth
streets :
23 hours, rnason,
@ 70c. . $16 10
4| days, tender,
@ $2 . 8 25
2\ days' labor
@ $2 . 5 00
3 days, paver,
@ $5 .15 00
3f days, ram-
mer, @ $2, 7 50
51 85
Plus 15 per cent on
$51.85 .
7 78
22 bags Portland ce-
ment .
8 80
Extra work — Fur-
nish and set sec-
ond-hand edge-
stone and furnish
and lay granite
block paving at
Carried forward . . $21,970 86
Street Department — Highway Division. 135
Brought forward . . $21,970 86 $576 81
E street and at
driveway :
38 linear feet second-
hand edgestone
furnished and set
@ 50c. . 19 00
10.7 square yards sec-
ond-hand granite
blocks furnished
and laid ©$1.08, 11 56
Extra work — Re-
move existing
concrete tunnel
at E street:
5| days, foreman,
@$5 . $28 13
15 days' labor
@ $2 .30 00
58 13
Plus 15 per cent on
$58.13 ... 8 72
3 days, double team,
@ $6 . . . 18 00
\ case dynamite @
$13.50 ... 6 75
10 bars sharpened @
10c. ... 1 00
10 picks sharpened @
10c. ... 1 00
75 drills sharpened @
4c. 3 00
Extra work — Plas-
ter with mortar
where required
the foundation
walls of houses
on D and W.
Ninth streets:
7 hours, mason,
% 60c. . $4 20
If days' labor
@$2 . 3 25
7 45
Plus 15 per cent on
$7.45 ... 1 12
14 bags Portland ce-
ment @ 40c. . 5 60
Carried forward .$22,112 19 $576 81
136 City Document No. 35.
Brought forward . . $22,112 19 $576 81
Extra work — Re-
build three (3)
catch-basins at
D street:
39 hours, mason,
@70c. . $27 30
10 days' labor
@ $2 .20 00
47 30
Plus 15 per cent on
$47.30 .
7 10
| day, double team,
@ $6 .
1 50
5 barrels Portland ce-
ment @ $1.60 .
8 00
1,000 bricks @ $9 .
9 00
Extra work — Raise
catch-basin at E
street over 6
inches :
4| hours, mason,
@70c. . $3 15
1 day, tender,
@ $2 . 2 00
5 15
Plus 15 per cent on
$5.15 .
77
\ barrel Portland ce-
ment© $1.60 .
80
Extra work — Haul
filling from Mas-
sachusetts ave-
nue:
602 cubic yards filling
hauled @ 50c. .
301 00
i
$22,492 81
Less amount de-
ducted for sur-
plus stone from
walls .
100 00
:
$22,392 81
Less amounts paid
in 1908 and 1909,
15,771 32
6,621 49
,198 30
Street Department — Highway Division. 137
STREETS CONSTRUCTED UNDER CHAPTER
393 OF THE ACTS OF 1906 AND THE COST
CHARGED TO APPROPRIATION FOR HIGH-
WAYS, MAKING OF.
Addison street, from Saratoga street to the northwesterly line
of Pope street, extended. (Work not finished.
Engineering
Inspection
Engineering expense ....
Advertising
Amount paid James Doherty, under
contract :
3,000 cubic yards filling fur-
■ nished @ 90c. . $2,700 00
Less 5 per cent retained, 135 00
$211 23
82 50
36
3 80
2,565 00
!,862 89
Ainsworth street (formerly Bradford terrace), from Centre to
South streets. (Work not started.)
Engineering $112 03
Advertising . . . . . 12 33
$124 36
Aldrich street, from Belgrade avenue to Beech street. Length,
1,754 feet. Area, 5,140 square yards. Constructed
6-inch macadam roadway, edgestones set, granite block
gutters laid, flagging crosswalks laid, loam placed and
artificial stone sidewalks laid.
Engineering
Inspection
Engineering expense
Advertising
Crushed stone, 40.6 tons
Edgestone, 80 feet 3 inches straight, 6
small corners and 77 feet 10| inches
circles
Flagging, 318 feet 8 inches
Amount paid West Roxbury Trap Rock
Company, under contract:
Removing, trees, bushes,
stumps, etc.
2,196 cubic yards subgrading
(earth excavation)
% 62c.
$237 00
235
00
4
70
4
10
45
67
171
22
216
69
$0 00
1,361 52
Carried forward
$1,361 52 $914 38
138 City Document No. 35.
Brought forward . . $1,361 52 $914 38
96 linear feet straight edge-
stone hauled and set
@ 40c. . . . 38 40
78 linear feet circular edge-
stone set @ 20c. . 15 60
91 linear feet existing edge-
stone reset @ 20c. . 18 20
1,530 square yards granite
block paving furnish-
ed and laid @ $2 _ ' . 3,060 00
73 square yards existing
block paving relaid
@ 30c. . . . 21 90
70 square yards flagging
crosswalks hauled and
laid @ 75c. . . 52 50
43 square yards existing
flagging crosswalks
relaid @ 25c. . . 10 75
3,882 square yards macadam
surface furnished and
placed @ 62^0. . . 2,426 25
15,479 square feet artificial
stone sidewalks fur-
nished and laid @
14c. . . . 2,167 06
184.7 linear feet artificial
stone curbs furnish-
ed and laid @ 85c. . 157 00
516 square yards loam
spaces, furnished,
placed and seeded
@ 28c. . .144 48
20 covers reset @ $3 . 60 00
Extra work — Build under-
drains to connect the cinder
foundations of the artificial
stone sidewalks with the
catch-basins, where directed:
32 hours' labor @ 25c. . $8 00
Plus 15 per cent on
$8 1 20
4 tons crushed stone @
$1.50 . . $6 00
100 feet 6-inch pipe @
15c. . . . 15 00
9,533 66
9 20
Carried forward . . . $21 00 $10,457 24
Street Department — Highway Division. 139
Brought forward .
6|-inch bends @ 50c.
\ barrel cement @ $2
80 bricks @ $12 M.
$21 00110,457 24
3 00
1 00
96
25 96
$10,483 20
Alpha road, from Waldeck street to Park street. Length, 958
feet. Area, 2,860 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid, loam placed and artificial stone
sidewalks laid.
Engineering
Inspection
Engineering expense
Advertising
Flagging, 95 feet 2 inches
Amount paid to James Doherty, under
contract :
2,108 cubic yards subgrading
(earth excavation) @
45c $948 60
1 cubic yard subgrading
(rock excavation) @
$1.75 .... 1 75
1,063 linear feet straight edge-
stone furnished and
set (ciy 93c. . . .988 59
197 linear feet circular edge-
stone furnished and
set @ $1.29 . . 254 13
487 linear feet existing
edgestone reset @
15c 73 05
625 square yards granite
block paving f u r-
nished and laid @
$1.85 . . 1,156 25
87 square yards existing
granite block pav-
ing relaid % 45c. . 39 15
19 square yards flagging
crosswalks hauled
and laid % 85c. . 16 15
24 square yards existing
flagging cross-
walks relaid @ 45c, 10 80
$143 51
160 00
2
11
65
45
64 71
Carried forward
$3,488 47 $382 32
140 City Document No. 35.
Brought forward . . . $3,488 47 $382 32
2,267 square yards macadam
surface furnished
and placed© 73c. . 1,654 91
6,874 square feet artificial
stone sidewalks fur-
nished and laid @
$1.44 . . . . 989 86
372 square yards loam
spaces furnished,
placed and seeded @
36c
133 92
5 covers reset @ $3
15 00
6,282 16
Extra work — Omit the furnish-
ing and setting of edgestones
on a gravel foundation where
directed and substitute the
furnishing and setting of edge-
stone on a concrete base with
crushed stone foundation and
make pipe connection with the
catch-basin :
22 hours, edgestone setter,
@ 62|c. ... $13 75
51 hours, helper, @ 28|c, 14 34
22 hours' labor @ 25c. . 5 50
33 59
Plus 15 per cent on $33.59 . . 5 04
11.8 tons crushed stone @
$1.50 ... $17 70
4 barrels Portland ce-
ment @ $1.70 . . 6 80
1 double load sand @
$1.80 ... 1 80
2 feet Akron sewer pipe
@ 10c. ... 20
146 linear feet straight
edgestone @ 80c. . 116 80
112 linear feet circular
edgestone @ $1.20 . 134 40
277 70
$6,980 81
Alther street, from Hampden street to Reading street. Length,
258 feet. Area, 397 square yards. Constructed 6-inch
macadam roadway, set edgestone, block gutters laid,
flagging crosswalks laid and brick sidewalks laid.
Street Department — Highway Division. 141
Engineering ....
$64 12
Inspection ....
37 00
Engineering expense
90
Advertising ....
11 16
Edgestone, 475 feet 1 inch and 2 large
corners ....
344 56
Flagging, 26 feet 6 inches
18 02
Blocks, 2,990 . . .
59 80
Bricks, 5,200 ....
62 40
Amount paid James Doherty,
under
contract :
Removing trees,
bushes, stumps, etc.,
$5 00
213 cubic yards subgrad-
ing (earth excava-
tion) @ 60c. .
127 80
476 linear feet straight
edgestone hauled
and set % 20c. .
95 20
10 linear feet circular
edgestone set @ 15c,
1 50
75 linear feet existing
edgestone reset
@ 15c.
11 25
148 square yards granite
block paving hauled
and laid @ 57c.
84 36
21 square yards existing
granite block paving
relaid @ 45c. .
9 45
6 square yards flagging
crosswalks hauled
and laid @ 69c.
4 14
5 square yards existing
nagging crosswalks
relaid @ 40c. .
2 00
217 square yards macadam
surface furnished
and placed % 80c. .
173 60
Ill square yards brick
sidewalks laid @
43c
47 73
38 square yards brick
sidewalks relaid @
35c
13 30
2 covers reset @ $3
6 00
581 33
in 170 °o
•IP ± , 1 t v £\)
5115
60
253
50
3
59
10
44
30 40
66
53
247
50
58
50
142 City Document No. 35.
Antrim street, from Bennington street to Ashley street. Length,
341 feet. Area, 1,045 square yards. Constructed 6 -inch
macadam roadway, edgestone set, brick sidewalks laid,
block gutters laid and flagging crosswalks laid.
Engineering
Inspection
Engineering expense
Advertising
Edgestone, 18 feet 10 inch, circles and
4 small corners .
Flagging, 97 feet 10 inches
Bricks, 19,750
Steam roller .
Amount paid J. H. McCarthy, under
contract :
Removing trees,
bushes, stumps, etc., $1 00
78 cubic yards subgrad-
ing (earth excava-
tion)® 40c. . . 31 20
1,305 cubic yards filling fur-
nished @ 70c. . . 913 50
542 linear feet straight
edgestone furnished
andset@$l . . 542 00
32 linear feet circular
edgestone set @ 20c, 6 40
132 linear feet existing
edgestone reset @
20c. . . . 26 40
211 square yards granite
block paving fur-
nished and laid @
$1.90 . . 400 90
63 square yards existing
granite block paving
relaid @ 35c. . . 22 05
20 square yards flagging
crosswalks furnished
and laid @ $4 _ _ . ' 80 00
17 square yards existing
flagging crosswalks
relaid @ 50c. . . 8 50
786 square yards macadam
surface furnished
and placed @ 80c. . 628 80
408 square yards brick
sidewalks laid® 35c, 142 80
Carried forward . . . $2,803 55 $786 06
Street Department — Highway Division. 143
Brought forward . . . l
141 square yards existing
brick sidewalks re-
laid at 30c.
3 covers reset @ $3
2,803 55 $786 06
42 30
9 00
Less 97 feet 10
inches linear
feet North
River flagg-
ing furnish-
ed by the
city @ 68c, $66 53
Less 4| days
use of city
steamroller, 58 50
5,854 85
125 03
2,729 82
Extra work — Furnish and set
gutter mouth stone at west-
erly corner of Ashley street:
7 linear feet eclgestone
furnished and set @
1 day, stonecutter, @
$4.80 ....
Plus 15 per cent on
$4.80 ....
$7 00
4 80
72
12 52
Less for old blocks to stock 550
% $20 M
J,528 40
11 00
5,517 40
Ardale street (formerly Arundel street), Centre street to Walter
street. (Work not started.)
Engineering
Advertising
$18 75
6 54
$25 29
Avenue Louis Pasteur, from Longwood avenue to the Fenway.
Length, 1,335 feet. Area, 9,800 square yards. Constructed
6-inch tar macadam roadway, edgestones set, block gutters
laid, brick gutters laid, brick crosswalks laid, loam placed
and artificial stone sidewalks laid.
144 City Document No. 35.
Engineering ......
Inspection
Engineering expense ....
Advertising ......
Labor, street cleaning by department
force
Labor, spreading tarvia by department
force
Tarvia, 2,190 gallons and cartage .
Teaming on tarvia work ....
Steam roller
Blocks, 2,175
Bricks, 2,000 . ...
Edgestone, special, 2,357 feet straight
and 768 feet circular ....
Crushed stone, 80J tons ....
Amount paid James Doherty, under
contract :
Removing trees, bushes,
stumps, etc. . . $10 00
6,315 cubic yards subgrad-
ing (earth excava-
tion) @ 41c. . . 2,589 15
100 cubic yards filling fur-
nished @ 10c. . . 10 00
2,357 linear feet straight
edgestone set @ 15c, 353 55
774 linear feet circular
edgestone set @ 16c, 123 84
32 linear feet existing
edgestone reset @
14c 4 48
57 square yards granite
block paving hauled
and laid, including
concrete base and
groutjoints,@$1.33, 75 81
15 square yards existing
granite block paving
relaid @ 45c . . 6 75
873 square yards brick block
paving furnished and
laid @ $1.73 . . 1,510 29
1 ,453 square yards brick
crosswalks, including
concrete base and
grout joints furnished
and laid, @ $2.43 . 3,530 79
$454
40
404 75
8
55
3
70
9
63
106
88
160
60
30
02
58
50
97
88
24
00
6,842 35
106
66
Carried forward . . . $8,214 66 $8,307 92
Street Department — Highway Division. 145
Brought forward . . . $8,214 66 $8,307 92
6,454 square yards tar mac-
adam surface fur-
nished and placed @
89c 5,744 06
3,296 square yards crushed
stone sidewalks fur-
nished and placed @
39c 1,285 44
37 square yards existing
brick sidewalks re-
laid @ 25c. . . 9 25
3,558 square yards loam
spaces placed and
seeded @ 5c. . . 177 90
5,970 cubic yards loam fur-
nished and placed @
$1.21 . 7,223 70
860 square feet artificial
stone sidewalks laid
@ 17c. ... 146 20
26 covers reset @ $3 . 78 00
22,879 21
Extra work — Cut gutter mouths
where directed:
f clays, stonecutter, @
$5.50
$59 13
Plus 15 per cent on
$59.13
8 87
68 00
Extra work — Furnish additional
rilling where directed:
3,300 cubic yards filling furnished @
52c 1,716 00
$32,971 13
Less amount paid in 1909 . . 6,536 50
>,434 63
Balfour street, from Wayland street to Dalkeith street. Length,
339 feet. Area, 1,117 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid and artificial stone sidewalks laid.
Engineering $85 01
Inspection 155 25
Engineering expense . . . . 1 65
Advertising 10 64
Carried forward $252 55
146 City Document No. 35.
Brought forward $252 55
Flagging, 115 feet 78 20
Steam roller 6 00
Amount paid Joseph B. O'Rourke &
Co., under contract:
Removing trees,
bushes, stumps, etc., $5 00
651 cubic yards subgrading
(earth excavation) @
45c 292 95
582 linear feet straight
edgestone furnished
and set @ 95c. . 552 90
87 linear feet circular
edgestone furnished
and set @ $1.50 . 130 50
94 linear feet existing
edgestone reset @
15c. . . . . 14 10
252 square yards granite
block paving fur-
nished and laid @
$2 ... 504 00
27 square yards existing
granite block paving
relaid @ 50c. . . 13 50
25 square yards flagging
crosswalks hauled
and laid @ 75c. . 18 75
12 square yards existing
flagging crosswalks
relaid @ 50c. . . 6 00
24 square yards existing
brick sidewalks relaid
@ 50c. ... 12 00
803 square yards mac-
adam surface fur-
nished and placed @
73c. . . . . 586 19
4,417 square feet artificial
stone sidewalks fur-
nished and laid @,
15c 662 55
2 covers reset @ $3 . 6 00
$2,804 44
Less | day use of city
steam roller @ $12, 6 00
2,798 44
$3,135 19
Street Department — Highway Division. 147
Beaumont street, from Adams street to Carruth street. Graded,
constructed 6-inch macadam roadway, edgestone set,
block gutters laid, sidewalks excavated; work done and
materials furnished by the city. 2,969 linear feet straight
edgestone set, 259 linear feet straight edgestone reset, 110
linear feet circular edgestone set, 43 linear feet circular
edgestone reset, 45 square yards flagging crosswalks laid,
16 square yards flagging crosswalks relaid, 1,180 square
yards granite block paving laid, 27 square yards granite
block paving relaid, 2,833 square yards macadam surface
furnished and placed, 1,944 square yards sidewalk excava-
tion. Artificial stone sidewalks laid by contractor.
Engineering
Inspection
Engineering expense
Advertising
Edgestone, 555 feet 2 inches; 65 feet
9 inches, circles and 4 small corners
Sand, 69 double loads
Gravel, 187 double loads, 1 single load
Crushed stone, 757.77 tons
Flagging, 215 feet
Blocks, 5,230 .
Cement, 3 bags
Lumber, 55 feet
Steam roller .
Water cart
Carting edgestone and teaming
Edgestone excavating
Edgestone setting
Sidewalk excavating
Gutter excavating
Gutter paving
Crosswalks excavating
Crosswalks paving
Roadway excavating
Spreading macadam, roadway
Spreading crushed stone, sidewalks
Amount paid Adams-Pond Company
under contract:
10,977 square feet artificial
stone sidewalks fur-
nished and laid @
15c. . . . $1,646 55
Extra work — Remove
tree and replace
fence as directed :
'37 hours, fore-
man, % 50c, $18 50
22
18
26
50
15
47
03
00
85
48
20
60
32
49
50
75
308
138
356
924
146
104
1
1
331
71
1,302 57
514 17
384
187
255
326
28
77
438
294
21
08
13
22
00
62
62
76
77
99
Brought forward . $18 50 $1,646 55 $6,272 53
148 City Document No. 35.
Brought forward . $18 50 $1,646 55 $6,272 53
126 hours' labor
@ 25c. . 31 50
50 00
Plus 15 per cent on
$50 . . . 7 50
5 hours, double team,
<& 75c . 3 75
1,707 80
$7,980 33
Benton street, from Tremont street to Columbus avenue. (Work
done in 1909.)
Engineering $1 25
Berkeley street, from Providence street to Columbus avenue.
(Work not started.)
Engineering $60 25
Brinsley street, formerly Hawes avenue, from Columbia road to
Washington street. (Work not started.)
Engineering $125 75
Advertising 12 31
$138 06
Bucknam street, from Fisher avenue to Lawn street. (In process
of construction.) Subgraded and edgestone set.
Engineering $90 51
Inspection 38 25
Engineering expenses .... 1 00
Advertising 13 05
Amount paid J. C. Coleman & Sons
Company, under contract:
85 cubic yards subgrad-
ing (earth excava-
tion) @ 60c. . . $51 00
408 linear feet straight
edgestones fur-
nished and set @
$1.25 ... 510 00
129 linear feet circular
edgestones fur-
nished and set @
$1.50 ... 193 50
24 linear feet existing
edgestones reset @
25c. . . . . 6 00
Carried forward . . . $760 50 $142 81
Street Department — Highway Division. 149
Brought forward . . . $760 50 $142 81
Less 5 per cent re-
tained ... 38 03
722 47
$865 28
Carmen street, from Shafter street to Kilton street. (Work done
in 1909.)
Amount of balance due on contract of John
McCourt & Co $500 00
149 75
5 60
10 64
78 20
Chip?7ian street, from Norfolk street to Torrey street. (Work
not started.)
Engineering $51 85
Clarkwood street, from Blue Hill avenue to Norfolk street. (Work
not finished.) Constructed 6-inch macadam roadway, sub-
graded, edgestone set, block gutters laid and artificial stone
sidewalks laid.
Engineering
Inspection
Engineering expense
Advertising
Flagging, 115 feet .
Amount paid to James H. McCarthy,
under contract:
950 cubic yards subgrad-
ing (earth excava-
tion) @ 40c. . . $380 00
50 'cubic yards, subgrad-
ing (rock excava-
tion) @ $1.75 . . 87 50
1,950 linear feet straight
edgestones furnished
and set @ $1 . . 1,950 00
30 linear feet circular
edgestones furnished
and set @ $1.45 . 43 50
650 square yards granite
block paving fur-
nished and laid @
$1.63 .... 1,059 50
20 square yards existing
granite block paving
relaid @ 35c. . . 7 00
20 square yards flagging
crosswalks hauled
and laid @ $1 . . 20 00
Carried forward . . . $3,547 50 $394 07
150 City Document No. 35.
Brought forward . . . $3,547 50 $394 07
2,200 square yards macadam
surface furnished
and placed @ 75c, 1,650 00
3,030 square feet artificial
stone sidewalks fur-
nished and laid @
12c 363 60
),561 10
Less 24 days' use of city
horse roller @ $1 . 24 00
Less 5 per cent re
tained ... 276 86
,537 10
5,260 24
),654 31
Colberg avenue, from Belgrade avenue to Beech street. Length,
1,530 feet. Area, 4,500 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid, loam placed and artificial stone
sidewalks laid.
Engineering ....
$230 87
Inspection ....
241
89
Engineering ....
3
65
Advertising ....
4
20
Edgestone, 121 feet 3 inches and 115
feet of circles
223
48
Flagging, 300 feet .
204
00
Amount paid West Roxbury Trap Rock
Company, under contract:
Removing trees,
bushes, stumps, etc.,
$0 00
2,569 cubic yards subgrading
(earth excavation)
@ 62c. .
1,592 78
1.2 cubic yards subgrad-
ing (rock excavation)
@ $1.75 .
2 10
121 linear feet straight
edgestone hauled
and set @ 40c. .
48 40
118 linear feet circular edge-
stone set @ 20c.
23 60
Carried forward . . . $1,666 88 $908 09
Street Department — Highway Division. 151
Brought forward . . $1,666 88
68 linear feet existing
edgestone reset @
20c
13 60
1,306 square yards granite
block paving fur-
nished and laid @ $2,
2,612 00
35 square yards existing
granite block paving
relaid @ 30c. .
10 50
67 square yards flagging
crosswalks hauled
and laid @ 75c.
50 25
4 square yards existing
flagging crosswalks
relaid @ 25c. .
1 00
3,443 square yards macadam
surface furnished
and placed @ 62^c,
2,151 88
431 square yards loam
spaces furnished,
placed and seeded
@ 28c.
120 68
13,029 square feet artificial
stone sidewalks fur-
nished and laid @
14c
1,824 06
167.4 linear feet artificial
stone curbs fur-
nished and laid @
85c
142 29
17 covers reset @ $3
51 00
$908 09
8,644 14
Extra work — Build underdrains
to connect the cinder founda-
tions of the artificial stone side-
walks with the catch-basins
where directed.
28 hours' labor @ 25c. .
Plus 15 per cent on $7,
84 feet 6-inch pipe @ 15c,
If bags cement @ 50c,
70 brick @ $12 M. .
7 |-inch bends @ 50c,
3^ tons crushed stone @
$1.50 ....
$7 00
1 05
8 05
$12 60
88
84
3 50
5 25
23 07
1,583 35
152
City Document No. 35.
Corona street, from Bowdoin street to Geneva avenue. (Work
done in 1909.)
Engineering $8 25
Cottage terrace, from East Cottage street to Marshfield street.
(Work done in 1909.)
Engineering . . $3 25
Covington street, from East Eighth street to Columbia road.
(Work done in 1909.)
Engineering $9 25
Balance, amount due Joseph B.
O'Rourke & Co., under contract:
3f days, double teams
(hauling blocks),
$5 . . '.
Amount retained, 5 per
cent ....
$18 75
81 98
100 73
$109 98
Damrell street (formerly Dorr street), from Dorchester avenue
to Old Colony avenue. Length, 1,008 feet. Area, 3,000
square yards. Constructed roadway, brick block pave-
ment, edgestones set, block gutters laid, brick sidewalks
laid and flagging crosswalks laid.
Engineering
Inspection
Engineering expense
Advertising
Templets .
Lumber, 501 feet
Bricks, 54,710 .
Blocks, 46,790 .
Flagging, 192 linear feet
Rebate, artificial stone sidewalk, 1,582
square feet @ 6c. ....
Amount paid Central Construction
Company, under contract:
Removing trees, bushes,
stumps, etc.
693 cubic yards subgrading
(earth excavation)
@40c. .
2,242 cubic yards subgrading
(filling furnished) @
' 25c
$242 55
276
75
5
00
10
44
8
62
13
53
656
52
935
80
138
76
94 92
$1 00
277 20
560 50
Carried forward
$838 70 $2,382 89
Street Department — Highway Division. 153
Brought forward . . . $838 70 $2,382 89
1,789 linear feet straight
edgestone furnished
and set® 93c. . . 1,663 77
176 linear feet circular
edgestone furnished
and set @ $1.33 _ . 234 08
185 linear feet existing
edgestone reset @
15c. . . . 27 75
1,316 square yards granite
block paving hauled
and laid @ 55c. . 723 80
311 square yards existing
granite block paving
relaid ® 50c. . . 155 50
14 square yards granite
block paving hauled
and laid, grout joints,
including excava-
tion, concrete base
and gravel bed, @
60c 8 40
40 square yards flagging-
crosswalks hauled
and laid, gravel
joints, @ 60c. . 24 00
1,760 square yards brick
block pavement fur-
nished and laid, in-
cluding concrete
base, sand bed and
groutjoints,®$2.45, 4,312 00
1,139 square yards brick side-
walks laid % 28c. . 318 92
145 square yards existing
brick sidewalks re-
laid @ 28c. . 40 60
$8,347 52
Extra work — Sheath
wooden buildings
with planks where
directed :
18 hours' labor ® 25c.
4 50
Plus 15 per cent on
$4.50
68
\ keg nails % $2.50
1 25
Carried forward . . . $8,353 95 $2,382 89
154
City Document No. 35.
Brought forward .
$8,353 95 $2,382 89
Extra work — Furnish
and place the stone
for macadam road-
way at Old Colony
avenue :
9 hours' labor @ 25c. .
2 25
Plus 15 per cent on
$2.25 ...
34
36 tons crushed stone @
$1.50 . . .
54 00
$8,410 54
Less 8 days' use of city
small steam roller @
$3 . . . .
24 00
8,386
54
,769 43
Danville street, from Bellevue street to Wren street. (Work not
started.)
Engineering $29 75
Advertising 12 31
$42 06
Deaconess road, from Brookline avenue to Bellevue street.
Length, 257 feet. Area, 953 square yards. Constructed
6-inch macadam roadway, edgestones set, block gutters
laid and artificial stone sidewalks laid.
Engineering
Inspection
102
1
10
12
1
01
00
05
54
24
26
Engineering expense
Advertising
Flagging .
Teaming .
Amount paid J. C. Coleman & Sons
Company, under contract:
Removing trees, bushes, stumps,
etc 1 00
503 cubic yards subgrading (earth
excavation) @ 45c. . . . 226 35
3 cubic yards subgrading (rock
excavation) @ $1.75 . 5 25
558 linear feet straight edgestone fur-
nished and set @ 98c. . . 546 84
35 linear feet circular edgestone
furnished and set @ $1.50 . 52 50
70 linear feet existing edgestone
reset @ 20c 14 00
Carried forward . . . . . $1,063 04
Street Department — Highway Division. 155
Brought forward $1,063 04
208 square yards granite block pav-
ing furnished and laid (5> $1 .95, 405 60
36 square yards existing granite
block paving relaid @ 50c. . 18 00
4 square yards flagging crosswalks
hauled and laid @ $1 . . 4 00
19 square yards existing flagging
crosswalks relaid @ 50c. . 9 50
685 square yards macadam surface
furnished and placed @ 50c. . 342 50
1 cover reset 3 00
Extra work — Omit brick side-
walks and substitute artificial
stone sidewalks:
3,770 square feet artificial stone side-
walks furnished and laid @
16c. . 603 20
?,448 84
Dighton street extension, from Circle to Chestnut Hill avenue.
Length, 285 feet. Area, 887 square yards. Constructed
6-inch macadam roadway, edgestone set, block gutters
paved, flagging crosswalks laid and brick sidewalks laid.
Brick supplied by the Schoolhouse Department. Work
done and materials furnished by the city.
Advertising
Teaming ....
Roadway excavation
Edgestone excavation .
Edgestone setting .
Gutter excavation .
Gutter paving
Crosswalk excavation .
Crosswalk laying .
Brickwalk excavation .
Brickwalk laying .
Sidewalk grading .
Macadam spreading
Water carts
Steam rollers .
Edgestone, 375 feet 6 inches,
feet 9 inches
Gravel, 32 double loads
Lumber, 31 feet
Flagging, 138 feet 3 inches
Blocks, 7,990 .
Crushed stone, 307.7 tons
circles, 83
$0 98
312 17
338 81
101 75
140
27
61
13
70
20
44
56 62
137 88
29
92
75
60
54
00
50
37
57
00
00
363
56
94
159
292
35
00
84
01
80
35
!,413 89
156 City Document No. 35.
Dix place, extension to Tremont street. (Work not started.)
Engineering . . $7 75
Dorchester avenue, corner Washington street. Widened. Edge-
stone reset, gutters repaired and brick sidewalks relaid.
Engineering
Labor
Teaming
Gravel, 6 double loads .
Edgestones, 29 feet 7 inches circles
Blocks, 630
$207 90
$2
00
108
25
40
55
9
00
35
50
12
60
Edgar street, from Parker street to Mechanic street. Length,
178 feet. Area, 492 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
nagging crosswalks laid and artificial stone sidewalks laid.
Engineering . . . • .
$59 25
Inspection . * .
54 57
Engineering expense
1 10
Advertising ....
13 15
Edgestone, 327 feet; 2 small,
1 large
corner, 4 feet 8^ inches circles
247 74
Flagging, 60 feet 2 inches
40 92
Blocks, 2,800 ....
56 00
Bricks, 250 ...
3 00
Lumber, 1,038 feet
27 99
Labor, building fence
20 13
Amount paid William J. Rafferty &
Co., under contract:
Removing trees,
•bushes, stumps, etc.,
$10 00
23 cubic yards subgrading
(earth excavation)
@ 25c.
5 75
451 cubic yards filling fur-
nished @ 50c. .
225 50
327 linear feet straight
edgestone hauled and
set at 20c.
65 40
16 linear feet circular
edgestone set @ 8c,
1 28
85 linear feet existing
edgestone reset @
8c
6 80
121 square yards granite
block paving hauled
and laid @ 65c.
78 65
Carried forward . . . $393 38 $523 85
Street Department — Highway Division. 157
Brought forward .
$393 38
$523 85
91 square yards existing
granite block paving
relaid % 25c. .
22 75
10 square yards flagging
•
cross w alks hauled
and laid @ 25c.
2 50
8 square yards existing
flagging crosswalks
relaid @ 25c. .
2 00
264 square yards macadam
surface furnished
and placed @ 79c,
208 56
49 square yards existing
brick sidewalks re-
laid @ 20c.
9 80
1,571 square feet artificial
stone sidewalks fur-
nished and laid @
lofc
241 54
5 covers reset @ $3
15 00
895 53
,419 38
Emmet street, from East Third street to East Second street.
(Work not started.)
Engineering $26 50
Advertising 20 33
$46 83
Evergreen street, from South Huntington avenue about 443 feet
easterly. Excavated, constructed 6-inch macadam road-
way, edgestones set, block gutters laid, flagging crosswalks
laid and crushed stone sidewalks laid. Length, 456 feet.
Area, 1,400 square yards.
Engineering $21 75
Advertising 3 80
Engineering expense .... 60
Edgestone 54 35
Amount paid James H. McCarthy,
under contract:
216 cubic yards subgrading
(earth excavation)
@ 60c. . . . $129 60
39 cubic yards subgrading
(rock excavation) @
$1.75 ... 68 25
Carried forward . . . $197 85 $80 50
158 City Document No. 35.
Brought forward . . . $197 85 $80 50
767 linear feet straight
edgestone hauled and
set @ 20c. . . . 153 40
100 linear feet circular
edgestone set @
20c 20 00
109 linear feet existing
edgestone reset @
15c 16 35
307 square yards granite
block paving fur-
nished and laid @
$1.95 ... 598 65
36 square yards existing
granite block paving
relaid@30c. . 10 80
29 square yards flagging
crosswalks hauled
and laid @ $1 . 29 00
1,130 square yards macadam
surface furnished and
laid @ 65c. . . 734 50
649 square yards crushed
stone sidewalks fur-
nished and laid (a).
50c. .
covers reset @ $3
. 324 50
24 00
418 78
Less amount paid
contract in 1909
$2,109 05
on
. 1,690 27
$499 28
Farguhar street, from South street to Selwyn street. Length,
718 feet. Area, 2,168 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid and artificial stone sidewalks laid.
Engineering $49 25
Inspection 215 75
Engineering expense .... ^85
Advertising 4 07
Edgestone, 1,293 feet 2 inches; 152
feet 2\ inch circular and 6 small
corners 1,109 43
Flagging, 242 feet 11 inches. . . 165 17
Carried forward $1,544 52
Street Department — Highway Division. 159
Brought forward $1,544 52
Amount paid Thomas F. Minton,
under contract:
Removal of trees,
bushes, stumps, etc., $5 00
978 cubic yards subgrading
(earth excavation)
@ 49c. ... 479 22
1,296 linear feet straight
edgestone hauled
and set @ 29c. . . 375 84
161 linear feet circular
edgestone set @ 18c, 28 98
21 linear feet existing
edgestone reset @
18c 3 78
546 square yards granite
block paving fur-
nished and laid @
$1.95 . . . 1,064 70
10 square yards existing
granite block paving
relaid@45c. . . 4 50
56 square yards nagging
crosswalks hauled
and laid @ 65c. . 36 40
1,691 square yards macadam
surface furnished
and placed® 59c. . 997 69
9,410 square feet artificial
stone sidewalks fur-
nished and laid @
13fc
8 covers reset @ $3
Extra work — Refill
trench over old cul-
vert:
4 days' labor @ $2
Plus 15 per cent on $8 .
Fenwood road, from Huntington avenue to Brookline avenue.
(Work done in 1907.)
Balance due on contract of Bay State Contract-
ing Company $150 00
Fletcher street, from Centre street to South street. (Work
done in 1909.)
Advertising $7 20
1,293
24
88
00
8
1
00
20
4,323
19
$5,867 71
160 City Document No. 35.
Geneva avenue, from Columbia road to Bowdoin street. (Work
not started.)
Engineering $265 95
Advertising 39 60
$305 55
Granville street, from Adams street to Milton street. (Work not
started.)
Engineering
Advertising
$79 06
Greenwich street, corner Dorchester avenue. Widened. Brick
sidewalks relaid and edgestone reset.
Labor
Teaming
Bricks, 7,795
Gravel, 12 double and 3 single loads
$271 12
$66 75
12 31
Widened
$99 75
51 50
93 54
26 33
Greenwood street, from Harvard street to Elmo street. (Work
not started.)
Engineering . $237 11
Grove street, corner of Washington street. Widening. (Work
not started.) ,
Engineering $1 75
Hazleton street (formerly Tileston avenue), from Blue Hill
avenue for a distance of 562 feet. (Work not started.)
Engineering $90 25
Howe street, from Hancock street about 657 feet southwesterly.
Length, 659 feet. Area, 1,900 square yards. Constructed
6-inch macadam roadway, edgestones set, block . gutters
laid, loam placed and artificial stone sidewalks laid.
Engineering
Inspection
Engineering expense ....
Advertising
Flagging, 42 feet 2 inches
Edgestones, 1,280 feet 1 inch and 3
large corners
Teaming
Amount paid James Doherty, under
contract :
Preparing site . . $5 00
5126
10
114
75
1
90
10
74
28
67
833
01
5
00
Carried forward . . . $5 00 $1,120 17
Street Department — Highway Division. 161
Brought forward ... $5 00 $1,120 17
767 cubic yards subgrading
(earth excavation)
@ 50c. ... 383 50
18 cubic yards subgrading
(rock excavation) @
$1.75 .... 31 50
1,259 linear feet straight
edgestone hauled and
set @ 20c. ... 251 80
15 linear feet circular
edgestone set @ 20c, 3 00
42 linear feet existing
edgestone reset @
20c. . . . . 8 40
448 square yards granite
block paving fur-
nished and laid @
$1.80 . . . 806 40
13 square yards existing
granite block paving
relaid@45c. . . 5 85
20 square yards existing
flagging crosswalks
relaid @ 35c. . 7 00
1,465 square yards macadam .
surface furnished and
placed® 72c. . . 1,054 80
19 square yards crushed
stone sidewalks fur-
nished and placed @
59c 11 21
246 square yards loam
spaces furnished,
placed and seeded
@35c . 86 10
5,726 square feet artificial
stone sidewalks fur-
nished and laid @
14fc 824 54
3 covers reset @ $3 . 9 00
3,488 10
$4,608 27
Intervale street, from Blue Hill avenue to Normandy street.
(Work not started.)
Engineering $87 25
Advertising 16 31
$103 56
162
City Document No. 35.
Kempton street, from Huntington avenue to Fenwood road.
Length, 609 feet. Area, 2,145 square yards. Constructed
6-inch macadam roadway, edgestone set, block gutters
laid, flagging crosswalks laid and artificial stone sidewalks
laid.
Engineering $116
Inspection . . 81
Engineering expense
Advertising
Flagging, 28 feet 10 inches
Bricks, 1,500 .
Amount paid J. C. Coleman & Sons
Company, under contract:
Preparing site . . $1 00
478 cubic yards subgrading
(earth excavation)
@ 50c. ... 239 00
345 linear feet straight
edgestone furnished
and set® 95c. . . 327 75
179 linear feet circular
edgestone furnished
and set @ $1.40 . 250 60
. 125 linear feet existing
edgestone reset @
15c. ..... 18 75
387 square yards g r a n i te
block paving fur-
nished and laid (o).
1
10
19
18
87
00
80
74
60
00
51 square yards existing
granite block paving
relaid @ 50c.
34 square yards existing
flagging crosswalks
relaid @ 70c. .
1,674 square yards macadam
surface furnished and
placed @ 50c. .
40 square yards existing
brick sidewalks re-
laid @ 40c.
4,288 square feet artificial
stone sidewalks fur-
nished and laid @
15c. . • . • , •
4 linear feet a r t i fi c i al
stone curbs furnished
and laid @ 90c.
Carried forward .
774 00
25 50
23 80
837 00
16 00
643 20
3 60
!,160 20 $248 01
Street Department — Highway Division. 163
Brought forward . . .$3,160 20 $248 01
Less 300 new sidewalk
bricks furnished by
the city @ $12 M., 3 60
3,156 60
$3,404 61
Kingsdale street, from Wales street about 250 feet easterly.
Length, 295 feet. Area, 1,352 square yards. Constructed
6-inch macadam roadway, edgestones set, block gutters
laid, flagging crosswalks laid and artificial stone side-
walks laid.
Engineering ....
$111
34
Inspection ....
207
75
Engineering expense
2
05
Advertising ....
6
59
Edgestone, 574 feet 1 inch and
circu-
lar, 21 feet 1\ inches
427
21
Blocks, 8,075 ....
161
50
Flagging, 70 feet 1 inch
47
66
Amount paid Joseph B. O'Rourke &
Co., under contract:
Removing trees, bushes,
stumps, etc.
$0 50
579 cubic yards subgrading
(earth excavation)
50c. .
289 50
581 linear feet straight
edgestone hauled and
set @ 20c.
116 20
21 linear feet circular
edgestone set @
20c. . . . .
4 20
19 linear feet existing
edgestone reset @
20c. .
3 80
212 square yards granite
block paving hauled
and laid @ 75c.
159 00
7 square yards existing
granite block paving
relaid % 75c. .
5 25
15 square yards flagging
crosswalks hauled
and laid @ 75c.
11 25
1,118 square yards macadam
surface furnished
and placed (ty, 75c. .
838 50
Carried forward . .$1,428 20 $964 10
164
City Document No. 35.
Brought forward . . .$1,428 20
4,342 square feet artificial
stone sidewalks fur-
$964 10
nished and laid @
14|c 629 59
6 covers reset @ $3 . 18 00
2,075 79
},039 89
Leon street, from Ruggles street to Greenleaf street. Length,
891 feet. Area, 1,980 square yards. Constructed 6-inch
macadam roadway, edgestones set, graded and filled, block
gutters laid, flagging crosswalks laid, brick sidewalks laid
and artificial stone sidewalks laid. (Work unfinished.)
Engineering
$195 49
Inspection . . . ■ .
146 25
Engineering expense ....
1 90
Advertising
12 84
Flagging, 125 feet
85 00
Blocks, 23,660
473 20
Bricks, 1,000
12 00
Amount paid James Doherty, under con-
tract :
461 cubic yards subgrad-
ing (earth excava-
tion) @ 40c. . . $184 40
1,448 linear feet straight
edgestone furnished
and set @ 93c. . 1,346 64
65 linear feet circular
edgestone furnished
and set @ $1.26 . 81 90
338 linear feet existing
edgestone reset @
12c. .... 40 56
626 square yards granite
block paving hauled
and laid @ 63c. . 394 38
94 square yards existing
granite block pav-
ing relaid @ 45c. . 42 30
24 square yards flagging
crosswalks hauled
and laid @ 74c. . 17 76
9 square yards existing
crosswalks relaid @
45c 4 05
Carried forward
1,111 99 $926 68
Street Department — Highway Division. 165
$926 68
Brought forward . . . $2,111 99
1,360 square yards macadam
surface furnished
and placed @ 73c. .
992 80
16 square yards brick side-
walks laid @ 41c. .
6 56
34 square yards existing
brick sidewalks re-
laid @ 30c.
10 20
7,400 square feet artificial
stone sidewalks fur-
nished and laid (un-
finished) @ 3c.
222 00
Extra work — Furnish
filling where directed :
154 cubic yards filling fur-
nished @ 65c. .
100 10
Extra work — Build
retaining wall at
westerly corner of
Greenleaf street:
5hours, edgestone
setter, @ 62ic, $3 13
10 hours' labor @ 25c, 2 50
5 63
Plus 15 per cent on
$5.63
84
2 hours, double team, @
75c.
1 50
1 ton crushed stone @
$1.50 ....
1 50
2 barrels sand @ 25c.
50
1 barrel cement % $1.70,
1 70
$3,455 32
Less 3| days' use of
city horse roller @
$1 . . . '.
3 50
$3,451 82
Less 15 per cent re-
tained . . 517 77
2,934 05
$3,860 73
Litchfield street, from Lincoln street to Western avenue. (Work
not started.)
Engineering $26 25
Advertising ...... 98
$27 23
166 City Document No. 35.
Marbury terrace, from Amory street northwesterly to railroad.
Length, 345 feet. Area, 997 square yards. Constructed
6-inch macadam roadway,
edges tones
set, block gutters
paved and artificial stone sidewalks laid
Engineering ....
$6 00
Inspection ....
64 25
Engineering expense
90
Advertising ....
4 62
Amount paid James Doherty, under
contract :
Removing trees,
bushes, stumps, etc.,
$12 00
471 cubic yards subgrading
(earth excavation)
@ 50c. .
235 50
655 linear feet straight
edgestone hauled
and set @ 22c.
144 10
25 linear feet existing
edgestone reset @
13c. . . . .
3 25
235 square yards granite
block paving fur-
nished and laid @
$1.83
430 05
12 square yards existing
granite block paving
relaid @ 45c. .
5 40
12 square yards existing
flagging crosswalks
relaid @ 50c. .
6 00
744 square yards macadam
surface furnished and
placed @ 78c. .
580 32
4,348 square feet artificial
stone sidewalks fur-
nished and laid @
13|c
586 98
5 covers reset @ $3
15 00
Extra work — Raise
fence at railroad :
2\ days, foreman,
@ $5 . $12 50
9| days' labor® $2, 19 00
31 50
Plus 15 per cent on
$31.50 ... 4 73
10 pounds nails @ 5c. . 50
Carried forward . . . $2,055 33 $75 77
Street Department — Highway Division. 167
Brought forward . . . $2,055 33 $75 77
Less previous payments
in 1909 ... 781 06
1,274 27
$1,350 04
Maybrook street, from Glenway street to Greenwood street.
(Work done in 1909.)
Engineering . ... $2 00
Amount due Daniel E. Lynch on con-
tract 424 67
$426 67
Mechanic street, from Ruggles street to Edgar street. Length,
169 feet. Area, 399 square yards. Constructed 6-inch
macadam roadway, block gutters paved, flagging cross-
walks laid and artificial stone sidewalks laid.
Engineering ....
$47 25
Inspection ....
55 31
Engineering expense
60
Advertising ....
13 16
Bricks, 250 ...
3 00
Blocks, 6,255 . .
125 10
Flagging, 30 feet .
20 40
Edgestone, 280 feet 7 inches
and 2
large corners
208 41
Labor, building fence .
8 62
Amount paid William J. Rafferty &
Co., under contract:
Preparing site
$25 00
123 cubic yards subgrading
(earth excavation) @
40c
49 20
291 linear feet straight
edgestone hauled and
set @ 20c.
58 20
10 linear feet circular
edgestone set @ 8c,
80
54 linear feet existing
edgestone reset @
8c
4 32
113 square yards granite
block paving hauled
and set @ 65c.
73 45
31 square yards existing
block paving relaid
@, 25c.
7 75
Carried forward .
$218 72 $481 85
168 City Document No. 35.
Brought forward .
$218 72
$481 85
5 square yards nagging
crosswalks hauled
and laid @ 25c.
1 25
8 square yards existing
flagging crosswalks
relaid @ 25c. .
2 00
248 square yards macadam
surface furnished
and placed @ 79c. .
195 92
31 square yards existing
brick sidewalks re-
laid @ 20c.
6 20
,328 square feet artificial
stone sidewalks fur-
nished and laid @
15fc
204 18
3 covers reset @ $3
9 00
637 27
[,119 12
Meehan street, from Williams street to Keyes street. Length,
420 feet. Area, 663 square yards. Constructed 6-inch
macadam roadway, edgestone set, block gutters paved,
flagging crosswalks laid and brick sidewalks laid.
Engineering .
$57 21
Inspection
36 00
Engineering expense
1 45
Advertising
4 49
Edgestone, 751 feet;
28 feet 4 inches,
circles and 2 small
corners
584 50
Bricks, 9,000 .
105 76
Flagging, 153 feet .
104 04
$893 45
Less one large corner to stock
-
6 00
$887 45
Amount paid, James Doherty,
under
contract :
Removing trees,
bushes, stumps, etc.,
$5 00
350 cubic yards subgrading
(earth excavation) @
51c
192 50
770 linear feet straight
edgestone hauled and
set @ 21c.
161 70
Carried forward . . . $359 20 $887 45
Street Department — Highway Division. 169
Brought forward
$359 20 $887 45
50 linear feet circular
edgestone set @ 15c,
7 50
67 linear feet existing
edgestone reset @
15c
10 05
258 square yards granite
block paving fur-
nished and laid @
$1.84
474 72
23 square yards existing
granite block paving
relaid @ 45c. .
10 35
32 square yards nagging
crosswalks hauled
and laid @ 80c.
25 60
483 square yards macadam
surface furnished and
placed @ 78c. .
376 74
206 square yards brick
sidewalks laid @
43c
88 58
6 covers reset @ $3
18 00
$1,370 74
Extra work — Cut
sheathing where
directed :
11 days' labor @ $2
2 33
Plus 15 per cent on
$2.33
35
1 070 AO
X,OiO ^-£
?,260 87
Melbourne street, from Centre street to the southeasterly line
of Brent street extended. (Work done in 1909.)
Amount retained under contract and
paid to Thomas Croke & Co. . $240 21
Extra work — Remove tree :
1 day, foreman . $4 00
4 days' labor @ $2 . 8 00
$12 00
Plus 15 per cent on $12 . 1 80
13 80
$254 01
Millet street, from Athelwold street to Harvard street. (Work
done in 1909.)
Advertising $8 27
$152 64
277 50
3 75
5 07
L,796 30
96 62
170 City Document No. 35.
Montfern avenue, from Washington street to Faneuil street.
(Work done in 1909.)
Engineering $2 00
Mora street, from Washington street to Milton avenue. Length,
1,259 feet. Area, 3,712 square yards. Constructed
6-inch macadam roadway, set edgestones, block gutters
paved, flagging crosswalks laid, loam placed and artificial
stone sidewalks laid.
Engineering
Inspection
Engineering expense ....
Advertising
Edgestone, 2,485 feet 2 inches; 41 feet
6 inches circular and 4 small corners,
Flagging, 142 feet 1 inch ....
Amount paid Joseph B. O'Rourke &
Co., under contract:
Removing trees,
bushes, stumps, etc., $0 01
1,471 cubic yards subgrad-
ing (earth excava-
tion)© 45c. . . 661 95
101 cubic yards subgrad-
ing (rock excava-
tion) @ $1.75 . 176 75
2,492 linear feet straight
edgestone hauled
and set @ 22c. . 548 24
55 linear feet circular
edgestone set @
15c 8 25
45 linear feet existing
edgestone reset @
- 15c 6 75
883 square yards granite
block paving fur-
nished and laid @
$2 . 1,766 00
30 square yards flagging
crosswalks hauled
and laid @ 75c. . 22 50
2,799 square yards mac-
adam surface fur-
nished and placed
@70c. . . . 1,959 30
Carried forward . . . $5,149 75 $2,331 88
Street Department — Highway Division. 171
Brought forward . . . $5,149 75 $2,331 88
475 square yards loam
spaces furnished,
placed and seeded
@35c. ... 166 25
10,309 square feet artificial
stone sidewalks fur-
nished and laid @
14|c. . . . 1,494 81
21 covers reset @ $3 63 00
6,873 81
$9,205 69
Morton street, from Blue Hill avenue to beyond Leslie street.
Widening.
Engineering $114 75
Advertising 14 78
Teaming 41 99
Labor, reset edgestone .... 4 50
$176 02
Newcastle road, from Faneuil street to Hobson street. (Work
done in 1909.)
Engineering $4 00
Opera -place, from Huntington avenue to St. Stephen street.
(Work done in 1909.)
Engineering $2 00
Advertising 4 42
$6 42
Penhallow street, from Melville avenue to Mather street. Six-
inch macadam roadway constructed, granite block gutters
laid, nagging crosswalks laid, loam placed and artificial
stone sidewalks laid. (Work started in 1909.)
Engineering .
$22 50
Inspection
35 25
Engineering expense
1 15
Edgestone, 7 feet 4 inches
4 62
Crushed stone, 2 tons
2 46
$65 98
Steam roller
24 00
Amount paid Frank H.
Cowin Com-
pany, under contract
33 cubic yards subgrad-
ing (earth excava-
tion) % 60c.
$19 80
Carried forward ... $19 80 $89 98
172
City Document No. 35.
Brought forward .
77 square yards loam fur-
nished, placed and
seeded @ 35c.
Add 15 per cent on
$1,019.29 retained in
1909 ....
$19 80 $89 98
26 95
152 89
Less 2 days use of city
steam roller @ $12 .
$199 64
24 00
Amount paid James Doherty, under
contract :
1,192 square feet artificial stone side-
walks furnished and laid @
175 64
184 76
$450 38
Plainfield street, from Williams street to Keyes street. Length,
251 feet. Area, 558 square yards. Constructed 6-inch mac-
adam roadway, edgestone set, block gutters laid, flagging
crosswalks laid and artificial stone sidewalks laid.
Engineering
$71
75
Inspection
68
25
Engineering expense
1
00
Advertising
10
54
Flagging, 102 feet 1 inch
69
42
Amount paid Thomas F. Min
;on, under
contract :
Removing trees, bushes,
stumps, etc.
$1 00
333 cubic yards subgrading
(earth excavation) @
45c
149 85
493 linear feet straight edge-
stone furnished and
set @ 95c.
468 35
45 linear feet circular edge-
stone furnished and
set @ $1.44 .
64 80
195 square yards granite
block paving fur-
nished and laid @
$1.84 . . , _ .
358 80
21 square yards flagging
crosswalks hauled
and laid @ 75c.
15 75
Carried forward .
,058 55 $220 96
Street Department — Highway Division. 173
Brought forward . . . $1,058 55 $220 96
366 square yards macadam
surface furnished
and placed @ 65c. . 237 90
3 covers reset @ $3 . 9 00
1,305 45
Extra work — Omit brick side-
walks and substitute artificial
stone sidewalks:
2,137 square feet artificial stone side-
walks furnished and laid @ 15c, 320 55
$1,846 96
Prescott street, from Frankfort street to the railroad. Length,
1,223 feet. Area, 4,620 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid, flag-
ging crosswalks laid and brick sidewalks laid.
Engineering $155 25
Inspection 166 50
Engineering expense .... 4 79
Advertising 3 80
Amount paid James Doherty, under
contract :
Removing trees, bushes,
stumps, etc . . . $5 00
326 cubic yards subgrading
(earth excavation) @
50c. . 163 00
2,500 cubic yards filling fur-
nished @ 99c. . . 2,475 00
2,100 linear feet straight edge-
stone furnished and
set @ 95c. . . 1,995 00
188 linear feet circular edge-
stone furnished and
reset® $1.35 . . 253 80
54 linear feet existing edge-
stone reset @ 15c. 1 . 8 10
885 square yards granite
block paving fur-
nished and laid @
$1.90 .... 1,681 50
32 square yards existing
granite block paving
furnished and relaid
@ 50c. ... 16 00
147 square yards nagging
crosswalks furnished
and laid @ $4.30 . 632 10
Carried forward . . . $7,229 50 $330 34
174 City Document No. 35.
Brought forward . . . $7,229 50 $330 34
26 square yards existing
flagging crosswalks
laid @ 50c. . ■ . 13 00
3,859 square yards macadam
surface furnished and
placed @ 79c. . 3,048 61
1,789 square yards brick side-
walks furnished and
laid @ $1.08 . . 1,932 12
5 covers reset @ $3 . . 15 00
$12,238 23
Less amount paid in
1909 . . . . 1,093 95
11,144 28
$11,474 62
Public alley No. 1^.25, from Dartmouth street to Exeter street,
between Commonwealth avenue and Marlborough street.
(Work not started.)
Advertising $6 54
Radcliffe street, from Harvard street to Faxon street. (Work
done in 1909.)
Crushed stone, 12 . 6 tons ... $18 86
Teaming 7 70
Amount paid Thomas Croke & Co.,
under contract:
15 per cent retained in
1909 on $4,716.50 . $707 48
Less furnished by the city :
44 T V linear feet flag-
ging @ 68c, $30 32
4| days' labor @
$2.25 . . 10 12
12| tons crushed
stone® $1.50, 18 75
2 days' steam
roller @ $13, 26 00
1 day single team
@ $3.20 . 3 20
| day single team
@ $3.50 . 1 75
1 day water cart
@ $4.50 . 4 50
94 64
612 84
$639 40
Street Department — Highway Division. 175
Ralston street, from Dorchester avenue to Boston street. (Work
not finished.) Filling placed, pile bulkhead, fence and
plank walk built.
Engineering
Inspection
Engineering expense
Advertising
Amount paid James Doherty, under
contract :
1,300 cubic yards filling fur-
nished @ 40c. . . $520 00
182 linear feet pile bulk-
head and fence fur-
nished and built . 1,030 00
Extra work — Furnish and build
plank sidewalk as directed:
Plank sidewalk furnished and
built (as per agreement)
$245 55
122 50
1 80
11 65
1,550 00
Less 5 per cent retained
55 00
$1,605 00
80 25
1,524 75
51,906 25
Rexford street, from Blue Hill avenue to Oakland street. Length,
1,013 feet. Area, 2,926 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters paved,
flagging crosswalks laid, loam placed and artificial stone
sidewalks laid.
Engineering ....
$71
86
Inspection ....
78
75
Engineering expense
5
65
Flagging, 5 feet
3
40
Teaming
2
50
Amount paid James H. Ferguson,
under contract:
130 linear feet existing
edgestone reset @
15c
$19 50
56 square yards existing
granite block paving
relaid @, 50c. .
28 00
1 square yard flagging
crosswalks furnished
and laid % $4.50
4 50
Carried forward
$52 00 $162 16
176
City Document No. 35.
Brought forward .
18 square yards macadam
surface furnished
and placed @ 82c,
418 square yards loam
spaces furnished,
placed and seeded @
25c
$52 00 $162 16
14 76
104 50
Extra work — Furnish
stone-
cutter :
If days, stonecutter, @
$4.50 ....
$7 88
Plus 15 per cent on
$7.88
1 18
Plus 15 per cent on
$7,048.87, retained
in 1909 . . . $1,057 33
Less furnished
by the city, 2
small corners
@ $3.60 . $7 20
Less furnished
by the city, 4
feet nagging
@ 68c. . 2 72
Less furnished
by the city, \
double team
@ $5 . . 2 50
12 42
171 26
9 06
1,044 91
Amount paid Warren Brothers Com-
pany, under contract:
9,002 square feet artificial
stone sidewalks fur-
nished and laid @
13|c $1,192 77
Extra work — Remove
surplus material
where directed:
15f days' labor @ $2.25 . 35 44
Plus 15 per cent on
$35.44 ... 5 32
2f days, double team, @
$6 . 15 75
Carried forward
.,2-19 28 $1,387 39
Street Department — Highway Division. 177
Brought forward . . . :
Extra work — Furnish
and lay extra con-
crete under side-
walks where directed :
316 square feet extra con-
crete furnished and
laid @ 5c.
.,249 28 $1,387 39
15 80
1,265 08
?,652 47
Rochdale street, from Cobden street to Fenner street (north-
easterly from Cobden street). Length, 180 feet. Area,
424 square yards. Constructed 6-inch macadam roadway,
edgestones set, block gutters laid, flagging crosswalks laid,
brick sidewalks laid and artificial stone sidewalks laid.
Work done by the city.
Engineering
$68 81
Inspection
21 75
Engineering expense
1 00
Advertising
12 04
Crushed stone, 123.9 tons .
151 16
Edgestone, 404 feet straight, 35 feet (
inches circles ....
324 85
Blocks, 4,860
97 20
Gravel, 5| single and 22 double loads
39 60
Flagging, 20 feet 5 inches
13 88
Filling, 32 double loads
25 60
Steam roller
32 50
Teaming .
114 78
Water cart
7 35
Edgestone excavating
97 50
Edgestone setting .
74 25
Gutter excavating
30 12
Gutter paving
49 50
Sidewalk excavating for brick
2 56
Sidewalk paving for brick .
3 75
Crosswalks excavating .
15 07
Crosswalks laying ....
45 00
Macadam subgrading .
79 50
Macadam spreading
104 00
Artificial stone sidewalk excavation
57 75
Amount paid Jeremiah J. Sullivan
}
under contract:
2,680 square feet artificial stone sid
e-
walks furnished and laid (
&
18c
482 40
1t'1 0^1
09
<ipi,yoi
j_
178
City Document No. 35.
Rosemont street, from Gustine street to Train street. Length,
433 feet. Area, 1,251 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid and artificial stone sidewalks laid.
Engineering
Inspection .
Engineering expense
Advertising
Flagging, 156 feet 7 inches
Amount paid William J. Rafferty & Co.,
under contract:
Removing trees,bushes,
stumps, etc. . . $1 00
550 cubic yards subgrading
(earth excavation)
@ 41c. ... 225 50
1 cubic yard subgrading
(rock excavation) @
$1.75 ... 1 75
679 linear feet straight
edgestone furnished
and set @ 95c. . 645 05
32 linear feet circular
edgestone furnished
and set @ $1.29 . 41 28
96 linear feet existing
edgestone reset @
15c 14 40
262 square yards granite
block paving fur-
nished and laid @
$1.82 ... 476 84
63 square yards existing
block paving relaid
@ 25c. ... 15 75
35 square yards flagging
crosswalks hauled
and laid® 90c. . 31 50
12 square yards existing
flagging crosswalks
relaid @ 50c. . 6 00
995 square yards macadam
surface furnished
and placed @ 73c. . 726 35
4,537 square feet artificial
stone sidewalks fur-
nished and laid @
15ic 691 89
$122 13
105 75
1 55
10 54
106 47
Carried forward
1,877 31 $346 44
Street Department — Highway Division. 179
Brought forward . . . $2,877 31
6 covers reset @ $3 . 18 00
41
1
12,895 31
Extra work — Build
underclrains to con-
nect the cinder foun-
dation of the artifi-
cial stone sidewalks
with the catch-basin
where directed:
If days' labor @ $2 .
3 50
Plus 15 per cent on
m $3.50
53
4 linear feet drain pipe
© 14c.
98
£ ton crushed stone @
$1.50
38
2,900 70
!,247 14
Sudan street, from Dorchester avenue to Sagamore street.
Length, 716 feet. Area, 2,070 square yards. Constructed
6-inch macadam roadway, edgestone set, block gutters laid,
flagging crosswalks laid and artificial stone sidewalks laid.
Engineering
Inspection .
Engineering expense
Advertising
Flagging, 111 feet .
Edgestone, 1,305 feet straight and 21
feet 1| inches circles .
Amount paid J. C. Coleman & Sons
Company, under contract :
Removing trees,bushes,
stumps, etc. . . $1 00
1,133 cubic yards subgrading
(earth excavation)
@49c. . . . 555 17
1,304 linear feet straight
edgestone hauled
and set @ 25c. . 326 00
22 linear feet circular
edgestone set % 25c, 5 50
83 linear feet existing
edgestone reset @
15c 12 45
$81 75
111 75
2 10
6 59
75 48
938 95
Carried forward
$900 12 $1,216 62
180
City Document No. 35.
Brought forward .
$900 12 $1,216 62
484 square yards granite
block paving fur-
nished and laid @
$1.85
895 40
21 square yards existing
granite block paving
relaid @ 49c. .
10 29
23 square yards flagging
crosswalks hauled
and laid @ $1 .
23 00
12 square yards existing
flagging crosswalks
relaid @ 75c. .
9 00
1,566 square yards macadam
surface furnished
and placed @ 59c. .
923 94
8,593 square feet artificial
stone sidewalks fur-
nished and laid @
14ic
1,245 99
6 covers reset @ $3
18 00
\ n or ^ i\
T:,L/iiiJ I Tb
,242 36
Taft street (including Cameron street and Pleasant terrace)?
from Dorchester avenue to Pleasant street. Length, 643
feet. Area, 1,858 square yards. Constructed 6-inch
macadam roadway, edgestone set, block gutters laid,
nagging crosswalks laid and artificial stone sidewalks laid.
Engineering
Inspection .
Engineering expense
Advertising
Flagging, 50 feet
Edgestone, 260 feet 4 inches straight and
334 feet 4 inches circles
Amount paid James Doherty, under con-
tract :
Removing trees,bushes,
stumps, etc.
628 cubic yards subgrading
(earth excavation)
@ 50c.
266 linear feet straight
edgestone hauled
and set @j 18c.
$118 99
90 00
1 30
10 64
34 00
583 44
$5 00
314 00
47 88
Carried forward .
$365 88 $838 37
Street Department — Highway Division. 181
Brought forward . . . $365 88 $838 37
335 linear feet circular
edgestone set @ 12c, 40 20
26 linear feet existing
edgestone reset @
12c 3 12
422 square yards g r a n i te
block paving fur -
nished and laid @
$1.75 . . . . 738 50
101 square yards existing
granite block paving
relaid © 45c. . . 45 45
11 square yards nagging
crosswalks hauled
and laid @ 97c. . 10 67
11 square yards existing
flagging crosswalks
relaid® 33c. . 3 63
1,400 square yards macadam
surface furnished and
placed® 72c. . . 1,008 00
1,412 square feet ar tifici al
stone sidewalks fur-
nished and laid @
14fc. .... 208 27
6 covers reset @ $3 . 18 00
5,442 72
Extra work — Exca-
vate below subgrade
where directed :
6 hours' labor @ 25c. . 1 50
Plus 15 per cent on
$1.50 .... 23
Extra work — Point
with Portland cem-
ent mortar the joints
of the existing edge-
stone where the same
is not reset:
18 hours' labor @ 25c. . 4 50
Plus 15 per cent on
$4.50 .... 68
2 barrels Portland cem-
ent ©$1.70 . 3 40
20 cubic feet sand @ 5c. . 1 00
2,454 03
$3,292 40
182
City Document No. 35.
Wales street, from Harvard street to Talbot avenue. (Work not
started.)
Engineering $110 75
Advertising . . • . . . 10 78
$121 53
Welles avenue, from Dorchester avenue to Argyle street. Length,
723 feet. Area, 3,213 square yards. Constructed 6-inch
macadam roadway, edgestones set, block gutters laid,
flagging crosswalks laid, loam placed and artificial stone
sidewalks laid.
Engineering .
Inspection
Engineering expense
Advertising
Flagging, 329 feet 5 inches
Amount paid William J. Rafferty &
Co., under contract:
Removing trees, bushes,
stumps, etc. . . $1 00
1,095 cubic yards subgrading
(earth excavation)
@ 45c. -.. . . 492 75
786 linear feet straight
edgestone furnished
and set® 95c. . . 746 70
180 linear feet circular
edgestone furnished
and set @ $1.26 . 226 80
508 linear feet existing edge-
stone reset @ 12c. . 60 96
534 square yards g r a n i te
block paving fur-
nished and laid @
$1.82 . . . 971 88
60 square yards existing
granite block paving
relaid@40c. . . 24 00
68 square yards flagging
crosswalks hauled
and laid @ 90c. . 61 20
28 square yards existing
flagging crosswalks
relaid@50c. . 14 00
2,784 square yards macadam
surface furnished and
placed @ 72c. . . 2,004 48
2 covers reset (a), $3 . . 6 00
$173 74
191 76
2 85
4 00
224 00
Carried forward
. $4,609 77 $596 35
Street Department — Highway Division. 183
Brought forward . .$4,609 77 $596 35
Extra work — Omit
brick sidewalks and
substitute artificial
stone sidewalks with
loam spaces:
8,010 square feet artificial
stone sidewalks fur-
nished and laid @
15c. . . . . 1,201 50
457 square yards loam
spaces furnished and
placed® 50c. . . 228 50
Extra work — Cut down
approaches to railroad
crossing :
21 hours, foreman,
@ 62|c. . $13 13
114 hours' labor @
25c. . . 28 50
41 63
Plus 15 per cent
on
$41.63
6 24
11 hours, steam roller,
@
$1.62| . .
17 88
2 hours, water cart,
@
75c. .
1 50
H tons crushed stone
@
$1.50 .
35 33
6,142 35
>,738 70
Wentworth street, from Norfolk street to Dunbar avenue.
Length, 858 feet. Area, 2,479 square yards. Constructed
6-inch macadam roadway, edgestone set, block gutters laid,
flagging crosswalks laid and artificial stone sidewalks laid.
Engineering $119 75
Inspection Ill 25
Engineering expense .... 2 00
Advertising 11 35
Edgestone, 1,620 feet 11 inches straight;
6 small corners, 57 feet 4| inches
circles 1,127 44
Flagging 110 67
Amount paid Joseph B. O'Rourke & Co.,
under contract:
Removing trees,
bushes, stumps, etc., $25 00
Carried forward . . . $25 00 $1,482 46
184 City Document No. 35.
Brought forward . . . $25 00 $1,482 46
630 cubic yards subgrad-
ing (earth excava-
tion) @ 45c. . . 283 50
1,589 linear feet straight
edgestone hauled
and set @ 22c. . 349 58
78 linear feet circular
edgestone set @ 15c, 11 70
148 linear feet existing
edgestone reset @
15c. . 22 20
593 square yards granite
block paving fur-
nished and laid @
$2 . 1,186 00
50 square yards existing
block paving relaid
@50c . . .
25 00
42 square yards flagging
crosswalks hauled
and laid @ 75 c.
31 50
11 square yards existing
flagging crosswalks
relaid @ 75c. .
8 25
1,892 square yards mac-
adam surface fur-
nished and placed
@70c. .
1,324 40
10,428 square feet artificial
stone sidewalks fur-
nished and laid @
14|c.
1,512 06
14 covers reset @ $3
42 00
4,821 19
$6,303 65
Westcott street, from Talbot avenue to West Park street. (Work
not started.)
Engineering $98 35
Advertising 15 08
$113 43
West Park street, from Bernard street to railroad. (Work not
started.)
Engineering $82 10
Advertising 15 08
$97 18
Street Department — Highway Division. 185
Whitman street, from Norfolk street to Dunbar avenue. Length,
,808 feet. Area, 2,334 square yards. Constructed 6-inch
macadam roadway, edgestone set, block gutters laid, flag-
ging crosswalks laid and artificial stone sidewalks laid.
Engineering ....
$109 53
Inspection ....
150
50
Engineering expense
1
60
Advertising ....
11
35
Edgestone, 1,554 feet 11 inches
i straight,
4 small corners and 38 feet 4 inches
circles
1,050
03
Flagging, 93 feet 8 inches
63
69
Removing trees,
bushes, stumps, etc.,
$0 01
1,074 cubic yards subgrad-
ing (earth excava-
tion) @ 45c. .
483 30
15 cubic yards subgrad-
ing (rock excava-
tion) @$1.75 .
26 25
1,583 linear feet straight
edgestone hauled
and set @ 22c.
348 26
52 linear feet circular
edgestone set @
15c
7 80
22 linear feet existing
edgestone reset @
15c
3 30
562 square yards granite
block paving fur-
nished and laid @
$2 . .
1,124 00
2 square yards existing
granite block paving
relaid @ 50c. .
1 00
23 square yards flagging
crosswalks hauled
and laid @ 75c.
17 25
1,765 square yards mac-
adam surface fur-
nished and placed
@70c. . . .
1,235 50
10,248 square feet artificial
stone sidewalks fur-
nished and laid @
14jc. . . .
1,485 96
10 covers reset @ S3
30 00
4,762
63
>,149 33
186
City Document No. 35.
RECAPITULATION OF STREET WORK.
A street, West First street to Mt. Washington
avenue
A street, Athens to West Fourth street .
Adams street, Dorchester avenue to Bowdoin
street
Adams street, Minot to Codman street .
Adams street, Parkman to Ashmont street
Albany street, Broadway to Dover street .
Alford street, Main street to Maiden Bridge
Almont street, Walk Hill street to Blue Hill avenue
Amory street, Centre to Green street
Angell street, Blue Hill avenue to Canterbury
street
Ashmont street, Dorchester avenue to Washington
street
Athens street, A street to railroad bridge
Auckland street, Savin Hill avenue to Bay street
B street, West Broadway to West Second street
Baker street, Vermont street to Newton line
Batchelder street, Marshfield to Burrell street
Baxter street, C to D street ....
Bay State road, Beacon to Chilmark street
Beacon street, Brookline avenue to Raleigh street
Beacon street, Boston & Albany Bridge to St
Mary's street
Beacon street, Dartmouth to Hereford street
Beacon street, Raleigh to Deerfield street
Bennington street (at Church, corner of Moore
street)
Bennington street, Central square to Prescott
street
Bennington street, Neptune to Orleans street
Bennington street, Wordsworth to Saratoga street,
Bennington street, Saratoga street to Boston,
Revere Beach & Lynn Railroad
Blackwood street (wall)
Blaine street, Braintree street to 300 feet south
Blue Hill avenue, Georgia to Seaver street .
Bolton street, D to E street ....
Bowdoin avenue, No. 61 to No. 73 .
Boylston street, Washington to Lamartine street
Bremen street, Maverick to Bennington street
Brent street, Washington to Wainwright street
Carried forward
$3,983 15
1,007 63
1,939
1,036
181
3,209
3,727
1,399
10
84
45
14
25
61
7,588 31
825 61
963 65
926 60
7 50
919 00
3,103 64
240 54
484 06
1,879 22
368 08
1,390 64
37 25
237 33
923 65
8,761 60
16 37
724 64
2,525 39
1,288 96
224 18
2,079 36
397 01
126 84
1,661 72
4,014 48
1,128 61
59,328 41
Street Department — Highway Division. 187
Brought forward
Bromley street, Heath street to Bromley park
Biirney street, Tremont street to Delle avenue
Burr ell street
C street, West Seventh to Baxter street
Call street, Gordon to Hall street .
Cambridge street, Allston Bridge over Boston &
Albany Railroad to Charles River Basin .
Cambridge street, Washington to North Beacon
street
Canterbury street, Mt. Hope street, 1,300 feet
towards Paine street
Castle street, Tremont to Washington street
Causeway street, Leverett to west side of Lowell
street
Centre street, Ballard to Orchard street .
Centre street, Grove street to Dedham line .
Centre street, La Grange street to Mt. Vernon
Centre street, Parker to Day street .
Chadwick street, Yeoman to Hampden street
Charles street, Boylston to Beacon street .
Charles street, Cambridge to Fruit street
Chelsea street, Eagle square to bridge .
Chelsea street, Bunker Hill to Medford street
Cleveland circle, Brighton ....
Clifton street, Dudley to Shirley street .
Codman street, Dorchester avenue to Adams street
Corbet street, Norfolk to Selden street .
Cordis street, Warren to High street
Corey street, Moulton to Medford street
Corey street, Weld street to railroad station
Cornell street, Kittredge to Poplar street
Cottage street, Sumner to Maverick street
Gushing avenue, Sawyer avenue to Columbia road
Dalton street, Falmouth to Scotia street
Davenport street, Tremont street to Columbus
avenue -
Decatur street, Bunker Hill to Medford street
Delle avenue, Parker to Burney street .
Devonshire street, State to Water street
Dexter street, Dorchester avenue to Ellery street
Doane street, Broad street to 130 feet west .
Dorchester avenue, Mt. Washington avenue towards
drawbridge
Dorchester avenue, Savin Hill avenue to Leonard
street .
Dorchester avenue, Dracut to Wrentham street
(east side)
Carried forward . . . - .
,328 41
436 42
491 90
107 29
289 67
2,352 80
3,318 21
11,409 24
879
00
2,031
44
1,002
73
582
22
762
89
343
90
547
12
975
14
22,621
03
316
67
12
12
2,520 77
2,735
30
1,962
81
2,052
52
9,066
24
499
11
475
03
1,988
58
732
51
505
60
64 80
766
50
396
65
1,256
23
558 85
7
15
340 08
632
19
1,894 22
618
14
934
60
$137,816 08
188
City Document No. 35.
Brought forward . ...
Downing street, Vernon to Whittier street
Dudley street, Harrison avenue to Magazine street
Dunmore street, Magazine to Dudley street
Dunstable street, Main street to Rutherford
avenue
Durham street, St. Botolph street to railroad
Dustin street, Cambridge to North Beacon street
E street, First to Bolton street
East Broadway, H to L street
East Brookline street, Washington street to Harri
son avenue
East Cottage street, Dorchester avenue to Columbia
road
East Eighth street, M street to Columbia road
East First street, P street to Farragut road
East First street, at Farragut road (bulkhead)
East Fourth street, H to I street
East Seventh street, N to O street
East Third street, P street to Farragut road .
Eastman street, Columbia road to Elder street
Elm Hill avenue, Ruthven to Homestead street
Elm Hill Park, from Warren street .
Elmira street, Market to Murdock street
Elmo street, Blue Hill avenue to Erie street
Emerson street, K to L street ....
Endicott street, Cross to Stillman street .
Endicott street, Cooper to Stillman street
Englewood avenue, Chestnut Hill avenue to Brook
line line
Erie street, Washington to McLellan street
Etna street, North Beacon to Elmira street
Everett street, Braintree street, 450 feet south
Exeter street, Boylston street to Huntington
avenue
Fairbanks street, Washington to Faneuil street
Falmouth street, Norway to Belvidere street
Falmouth street, Massachusetts avenue to Norway
street ........
Faneuil Hall square
Farragut road, East Fourth to East Sixth street
Farrington avenue, Harvard avenue to Linden
street
Florence street, Brook to Blakemore street
Florence street, retaining wall ....
Forbes street, Centre street to Chestnut avenue
Forest Hills street, Glen road to Williams street
Foster street, Washington street to Commonwealth
avenue
Carried forward
$137,816 08
5 00
20,985 75
35 60
2,589 58
425 05
656 48
5 00
1,617 18
31 05
2,214
116
407
2,204
803
1,010
1,570
1,061
2,600
1,138
628
1,682
554
433
432
46
25
51
79
82
47
56
20
13
34
63
19
60
74
40
1,183 82
2,314 38
2,688 25
297 07
381 26
20 62
699 33
5 25
800 00
1,405 78
602 12
723 20
1,256 23
3,548 01
1,070 34
3,367 79
$201,389 31
Street Department — Highway Division. 189
Brought forward ....
Freeport street, Park street to Bridge
Freeport street Wall, at Commercial Point Bridge
Gardner street, Spring to Morrison street
Geneva avenue, Bowdoin to Park street .
George street, Shirley to Magazine street
Gerard street, Kemble street to Norfolk avenue
Gibson street, Dorchester avenue to Adams street
Glenway street, west side near Harvard street
Gloucester street, Boylston to Beacon street
Goldsmith street, Centre to Custer street
Grampian way . . . . - .
Gore street, Parker to Terrace street
Granite avenue, Adams square to Bridge
Hale street, South Margin street to 160 feet west
Halleck street, Ruggles to Station street .
Hamilton street, Bowdoin street to Homes avenue,
Hammond street, Shawmut avenue to Warwick
street . .
Hampshire street, Linden Park to Ruggles street
Hancock street, Columbia road to Winter street
Harrison avenue, Union Park and Waltham
street (around park) ....
Harvard street, Washington street to Harrison
avenue
Harvard street, Washington street to Blue Hill
avenue
Harwich street, Dartmouth to Yarmouth street
Haskins street, Ruggles to Vernon street
Hastings street, Centre to Montview street .
Hawkins street, Sudbury to Chardon street
Heath street, Bromley to Parker street .
Heath street, Parker street to South Huntington
avenue
Hemenway street, Bryant street to Westland ave
nue . .
Henshaw street, Market to Menlo street
Herman street, Regent to Circuit street
Highland street, Hawthorne to Norfolk street
Hobart street, Faneuil to Brooks street
Houghton street, Mill to Pope's Hill street
Kenrick street, Lake street to Newton line
Keyes street, South to Washington street
Kingston street, Beach to Essex street
La Grange street, Shaw to Linnett street
Linden street, Farrington avenue to Cambridg
street
Linden Park street, Tremont to Cabot street
Linden Park street, Cabot to Roxbury street
Carried forward
$201,389 31
2,865 38
1,694 25
1,860 61
959 09
752 79
1,242 28
823 17
323 17
48 13
369 28
165 25
' 311 32
1,341 14
435 42
2,456 49
898 87
289 12
5 00
16,467 65
454 11
3,499 51
4,566
14
258 95
532
04
811
45
1,055
65
326
43
37,604 68
3,194
46
190
35
302
46
3,479
68
20
00
1,326
11
1,289
16
1,227
00
3,615
80
993
24
501
36
6
00
384 77
$300,337 07
190 City Document No. 35.
Brought forward $300,337 07
London street, Sumner to Meridian street . . 1,561 58
Longwood avenue, Brookline to Huntington avenue, 16,533 12
Magazine street, George street to Norfolk avenue, 468 75
Main street, Mead street to Furbush court . . 2,018 14
M arion street, Bunker Hill to Princeton street . 412 10
Massachusetts avenue, Albany to Southampton
street 221 73
Massachusetts avenue, Southampton street to rail-
road bridge 652 99
Massachusetts avenue, Albany to Washington
street (north side) 1,351 00
Massachusetts avenue, Columbus avenue to Wash-
ington street 10,446 94
McLellan street, Blue Hill avenue to Bradshaw
street
Mechanic street, Ruggles street to Mechanic court,
Medfield street, Audubon road to St. Mary's street,
Meridian street, Maverick to Central square .
Merchants row, State toward South Market street,
Merrill street, Erie to Glenarm street .
Milk street, Pearl to Batterymarch street
Millmont street, Lambert avenue to Highland street,
Montview street, Corey to Mt. Vernon street
Monument square, around Bunker Hill Monument
Grounds
Moore street, at church. (See Bennington street.)
Morton street, Blue Hill avenue to Harvard street,
Morton street, Blue Hill avenue to Harvard street,
Mt. Vernon street, Academy Hill road to Foster
street
Munroe street, Harold street to Humboldt avenue,
Newbury street, Clarendon to Dartmouth street .
Nixon street, Centre to Mather street .
Norfolk street, Highland street to Lambert avenue,
Norfolk street, Walk Hill street to Blue Hill
avenue .... ....
Norfolk street, Withington to Wentworth street .
Northampton street, Tremont street to Columbus
avenue
North Harvard street, Western avenue to the river,
North Market street, Merchants row to Commercial
street
Norway street, St. Paul to Falmouth street .
Norway street, Huntington avenue to Falmouth
street
Norway street, St. Paul street to Massachusetts
avenue
Oakland street, Washington to Faneuil street .
Carried forward
1,461
75
342
77
324
76
1,574 89
551
33
308 25
5,403
51
683
02
818 66
5,015
89
22
50
1,035 46
556
94
797
93
663
72
51
25
346
90
3,404 47
1,373
77
26
77
2,192 87
10,441
76
1
25
278 97
308
62
429
51
$372,420 94
Street Department — Highway Division. 191
Brought forward . . . .
Oliver street, Milk street to 200 feet southeasterly,
Otisfield street
Park street, at Beacon street ....
Park street, Centre to Montview street .
Parker street, Tremont street to Fisher avenue
Parkman street, ,North Russell to Blossom street
Pearl street, Milk street to 148 feet south
Pleasant street, Stoughton to East Cottage street
Pleasant street, Stoughton to Hancock street
Pond street, Eliot to Prince street .
Pope street, Swift to Curtis street .
Prince street, Salem to Causeway street
Quincy street, Bowdoin street to Columbia road
Quincy street, Blue Hill avenue to Columbia road
Reed street, Northampton to Hunneman street
Richfield street, Columbia road to Olney street
Ridgeway lane, Cambridge to Derne street .
River street, Washington street to Central avenue
Robert street, South to South Walter street .
Rollins street, Harrison avenue to Washington
street
Rossmore road, Washington to Forest Hills street
Round Hill street, Walden to Gay Head street
Rowena street, Carruth to Bushnell street
Ruggles street, Tremont to Cabot street
Ruggles street, Washington street to Shawmut
avenue
Salem street, Prince to Charter street .
St. Paul street, Norway to Falmouth street .
St. Stephen street, Bryant street to Massachusetts
avenue
Saratoga street, at church. (See Bennington street.)
Saratoga street, Wordsworth to Bennington street,
Sau?iders street, Cambridge to North Beacon street,
Sawyer avenue, Cushing avenue to Columbia road,
School street, Washington to Athelwold street
Seaver street, Columbia road to Erie street .
Seneca street, Harrison avenue to Albany street .
Shawmut avenue, West Canton to West Brookline
street
Shirley street, Norfolk street to Massachusetts ave-
nue
Simmons street, Linden park to Vernon street
South street, South Walter to Centre street .
South Huntington avenue, Heath to Perkins street .
South Market street, Commercial street to Atlantic
avenue
Sprague street, Bunker Hill to Princeton street
$372,420 94
2,188 34
259 00
364 00
946 93
1,708 96
1,622 18
1,906 30
1,226 05
108
386
1,565
• 2,292
-1,405
3,950
1,333
307
623
1,619
490
00
36
39
75
86
53
59
47
07
37
64
274 62
1,888 53
2,782 74
3,131 74
6 00
447 58
1,364 45
1 25
1,841 71
904 17
396 01
20 20
655 79
726 41
3,591 98
649 57
1,125 99
5 00
3,531 75
1,198 14
645 39
489 79
Carried forward
$422,404 54
192 City Document No. 35.
Brought forward $422,404 54
Stillman street, Endicott to Washington street
North 508 44
Strathmore road, Englewood avenue to Brookline
line . 320 69
Strathmore road, Commonwealth avenue to Lothian
road
Sullivan street, Main to Bartlett street
Sumner street, Cottage to Jeffries street
Sycamore street, Ashland to Florence street .
Talbot avenue, Norfolk street to Blue Hill avenue,
Tenean street, Water to Freeport street .
Tremlett street, Washington to Hooper street
Tremont street, Washington street to Newton line,
Tremont street (east side), Northfield to Kendall
street
Tremont street, Station street to Allard court .
Union Park street, Washington street to Shawmut
avenue
Vernon street, Tremont to Cabot street
Vernon street, Washington to Auburn street
Waldeck street, Tonawanda street to Melville
avenue
Waldeck street, Geneva to Melville avenue .
Walden, Centre and Bickford streets ....
Walk Hill street, Wenham to Canterbury street .
Waltham street, Shawmut to Harrison avenue
Warren street, Copeland street to Blue Hill avenue.
Warwick street, Hammond to Ruggles street .
Washington street North (west side), Causeway
to Medford street
Washington street, Armandine to Codman street .
Washington street, Green street to the Arborway .
Washington street, north side of Arborway to be-
yond New York, New Haven & Hartford
Railroad Bridge _ . 30,968 98
Washington street (west side) , Williams to Marvin
street 1,511 93
Welles avenue, Argyle street to Talbot avenue . 2,717 35
Wenham street, Weld street to Walk Hill street . 1,216 12
West Concord street, Shawmut avenue to Tremont
street 47 02
Westminster street, Hammond to Ruggles street . 815 18
Whitney street, Tremont to Conant street . . 124 48
Whittier street, Columbus avenue to Cabot street, 5 00
Wigglesworth street, Longwood to Huntington
avenue 2,233 42
Winthrop street, Monument square to Adams street, 167 32
Yeoman street, Albany to Hampden street . . 739 54
Totals $528,954 75
779
42
2,325
2,417
579
73
03
21
2,466
3,115
610
32
38
10
3,839
28
229 42
429
08
474 82
1
25
468
79
36
25
1,108
132
53
36
4,176
771
27
12
3,529
1,059
32
81
513
52
891
38
35,220 35
Street Department — Highway Division. 193
Charged to Special Appropriations.
Hyde Park avenue, Ashland street to Hyde Park
line
Old Colony avenue, construction of .
$24,006 63
7,198 30
$31,204 93
Charged to Appropriation for Highways, Making of.
Addison street, Saratoga to Pope street .
Ainsworth street, Centre to South street
Aldrich street, Belgrade avenue to Beech street
Alpha road, Waldeck to Park street
Alther street, Hampden to Reading street
Antrim street, Bennington to Ashley street
Ardale street, Centre to Walter street
Avenue Louis Pasteur, Longwood avenue to the
Fenway
Balfour street, Wayland to Dalkeith street .
Beaumont street, Adams to Carruth street
Benton street, Tremont to Columbus avenue .
Berkeley street, Providence to Columbus avenue
Brinsley street, Columbia road to Washington
street
Bucknam street, Fisher avenue to Lawn street
Carmen street, Shafter to Kilton street .
Chipman street, Norfolk to Torrey street
Clarkivood street, Blue Hill avenue to Norfolk
street
Colberg avenue, Belgrade avenue to Beech street
Corona street, Bowdoin street to Geneva avenue
Cottage terrace, East Cottage to Marshfield street
Covington street, East Eighth street to Columbia
road
Damrell street, Dorchester avenue to Old Colony
avenue
Danville street, Bellevue to Wren street
Deaconess road, Brookline avenue to Bellevue
street
Dighton street, Circle to Chestnut Hill avenue
Dix place, Extension to Tremont street
Dorchester avenue, corner Washington street
Edgar street, Parker to Mechanic street
Emmet street, East Third to East Second street
Evergreen street, South Huntington avenue
easterly
Farquhar street, South to Selwyn street .
Femvood road, Huntington avenue to Brookline
avenue
Fletcher street, Centre to South street
Carried forward
$2,862 89
124 36
10,483 20
6,980 81
1,179 29
3,517 40
25 29
26,434 63
3,135 19
7,980 33
1 25
.60 25
138 06
865 28
500 00
51 85
5,654 31
9,583 35
8 25
3 25
109 98
10,769 43
42 06
2,448 84
2,413 89
7 75
207 90
1,419 38
46 83
499 28
5,867 71
150 00
7 20
$103,579 49
$103,579 49
305
55
79
06
271
12
237
11
1
75
90
25
194 City Document No. 35.
Brought forward
Geneva avenue, Columbia road to Bowdoin street,
Granville street, Adams to Milton street .
Greenwich street, corner Dorchester avenue .
Greenwood street, Harvard to Elmo street
Grove street, corner Washington street .
Hazelton street, Blue Hill avenue, 562 feet westerly,
Howe street, Hancock street, 657 feet south-
westerly 4,608 27
Intervale street, Blue Hill avenue to Normandy
street 103 56
Kempton street, Huntington avenue to Fenwood
road
Kingsdale street, Wales street, 250 feet easterly .
Leon street, Ruggles to Greenleaf street .
Litchfield street, Lincoln street to Western avenue,
Marbury terrace, Amory street to railroad
Maybrook street, Glenway to Greenwood street .
Mechanic street, Ruggles to Edgar street
Meehan street, Williams to Keyes street
Melbourne street, Centre to Brent street
Millet street, Athelwold to Harvard street
Montfern avenue, Washington to Faneuil street .
Mora street, Washington street to Milton avenue,
Morton street, Blue Hill avenue to Leslie street .
Newcastle road, Faneuil to Hobson street
Opera place, Huntington avenue to St. Stephen
street
Penhallow street, Melville avenue to Mather street,
Plainfield street, Williams to Keyes street
Prescott street, Frankfort street to railroad .
Public Alley No. I$5, Dartmouth to Exeter street,
between Commonwealth avenue and Marl-
borough street
Radcliffe street, Harvard to Faxon street
Ralston street, Dorchester avenue to Boston street,
Rexford street, Blue Hill avenue to Oakland street,
Rochdale street, Cobden to Fenner street
Rosemont street, Gustine to Train street .
Sudan street, Dorchester avenue to Sagamore street,
Taft street, Dorchester avenue to Pleasant street .
Wales street, Harvard street to Talbot avenue
Welles avenue, Dorchester avenue to Argyle street,
Wenlworth street, Norfolk street to Dunbar avenue,
Westcott street, Talbot avenue to West Park street,
West Park street, Bernard street to railroad .
Whitman street, Norfolk street to Dunbar avenue,
3,404
61
3,039
89
3,860 73
27
23
1,350
04
426
67
1,119
12
2,260 87
254
01
8
27
2
00
9,205
69
176 02
4 00
6 42
450
38
1,846
96
11,474
62
6
54
639
40
1,906
25
2,652 47
1,951
92
3,247
14
5,242
36
3,292
40
121
53
6,738
70
6,303
65
113
43
97
18
6,149
33
$186,655 99
Street Department — Highway Division. 195
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196
City Document No. 35.
New Edgestones. (Does not include work done on streets laid out
under chapter 393 of the Acts of 1906.)
First Setting. Linear Feet.
Year.
a
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1905
2,049
2,078
414
656
723
328
1,494
628
1,263
798
2,898
1,182
250
100
1,867
261
908
2,405
214
983
6,056
4,203
349
2,399
779
5,190
13,548
15,119
4,781
3,654
4,833
8,044
1,814
2,307
1,663
4,811
2,380
6,810
4,705
534
813
5,253
50
31,533
1906
24,596
1907
10,162
1908
15,536
1909
17,080
1910
22,687
Totals....
6,248
8,263
350
6,638
18,976
49,979
19,785
11,355
121,594
New Brick Sidewalks. (Does not include work done on streets laid out
under chapter 393 of the Acts of 1906.)
First Laying. Square Yards.
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1905
1,186
1,980
202
103
4,140
790
400
8,801
1906
934
455
. 699
1,157
223
106
250
278
1,758
856
899
296
328
313
4,674
1907
3,965
1908
217
311
1,292
836
2,597
974
400
156
987
958
406
596
884
5,359
2,230
3,364
1909
8,673
1910
42
166
6,287
Totals
4,395
8,243
265
724
1,924
8,714
10,458
1,041
35,764
Street Department — Highway Division. 197
Recapitulation, 1910.
-
Edgestones.
Linear Feet.
Brick.
Square Yards.
South Boston Paving District No. 1
328
1,292
East Boston Paving District No. 2
1,182
974
Charlestown Paving District No. 3
100
42
Brighton Paving District No. 4
983
166
West Roxbury Paving District No. 5
5,190
987
Dorchester Paving Districts Nos. 6 and 9. . . .
8,044
596
Roxbury Paving District No. 7
6,810
2,230
City Proper Paving Districts Nos. 8 and 10..
50
22,687
6,287
Loads of Dirt and Street Cleanings Removed from February 1, 1910,
to January 31, 1911.
By Paving Service.
Districts.
Single.
Double.
Cubic
Yards.
South Boston . .
East Boston. . .
Charlestown . . .
Brighton
West Roxbury.
Dorchester
Roxbury
South End
Ashmont
North End
634
355
301
1,308
1,547
836
6,293
4,154
370
1,516
1,337
73
83
1,182
1,090
1,381
2,830
518
304
20
3,30S
501
467
3,672
3,727
3,598
11,953
5,190
978
1,556
Totals .
17,314
8,818
34,950
By Contract.
Districts.
Loads.
Cubic Yards.
Brighton
West Roxbury
Dorchester and Ashmont .
Totals
3,147
5,855
5,468 J
14,470 5-
4,582
6,441
6,003|
1 7,026 \
198
City Document No. 35.
Loads of Snow Removed from February 1, 1910, to January31, 1911,
By Paving Service.
Districts.
Single.
Double.f
Cubic
Yards.
Total
Cost. J
South Boston .
East Boston. .
Charlestown. .
Brighton
West Roxbury
Dorchester. . . .
Roxbury
South End....
Ashmont
North End....
Totals....
656
733
900
365
3,656
184
903
784
166
1,271
1,080
44
364
155
685
144
155
1,179
98
931
4,224
1232
2,442
1,012
7,539
708
1,820
4,713
543
4,699
$8,896 05
4,192 64
5,781 34
4,008 30
7,655 95
4,087 09
11,475 84
13,389 61
2,817 87
11,842 71
9,618
4,835
28,932
1,147 40
* Single load 1J cubic yards,
t Double loads 3 cubic yards.
j This cost includes the plowing of gutters, cleaning of sidewalks, picking ice, etc.,
which is not carted away.
By Contract.
Districts.
Double.
Cubic
Yards.
Cost per
Cubic
Yard.
Total
Cost.
Snow District No. 3 j
1,217
277
541
69
577
51
987
98
227
3,648
831
1,623
242
1,746
165
3,490
307
680
$0 29
37
35
33
37
32
42
36
39
*$1,057 92
307 47
*568 05
79 86
*646 02
52 80
*1,465 80
110 52
265 20
Totals
4,044
12,732
t$4,553 64
* Removed under 1909 contract,
t This amount does not include S
for 1910 for work done in 1909.
$,880.78 paid for snow removal out of appropriation
Street Department — Highway Division. 199
Permits for Street Openings.
Permits for making openings in the public streets
have been issued during the year ending January 31,
1911, as follows:
Name.
Permits.
Length in
Feet.
Adams-Pond Company
American Telephone and Telegraph Company. . . .
City of Boston Fire Department
City of Boston Lamp Division
City of Boston Park Department
City of Boston Police Department
City of Boston Sewer Division
City of Boston Transit Commission
City of Boston Water Department
Boston Consolidated Gas Company
Boston Elevated Railway Company
Boston Low Tension Wire Association
Boston Pneumatic Transit Company
Boston, Revere Beach & Lynn Railroad
Boston & Albany Railroad
Boston & Maine Railroad
Charlestown Gas and Electric Company
East Boston Gas Company
Eastern Cold Storage Company
Edison Electric Illuminating Company
Hind, T.J. & Co
Lynn & Boston Railroad Company
Massachusetts Telephone and Telegraph Company,
Metropolitan Water and Sewerage Board
Murtfeldt, W. A., Company
New England Telephone and Telegraph Company,
New York, New Haven & Hartford Railroad
Old Colony Street Railway Company
Postal Telegraph Cable Company
Quincy Market Cold Storage and Warehouse
Company
Schoolhouse Commission
Simpson Brothers Corporation
Standard Oil Company
Telepost Company
Union Freight Railroad
United States Post Office Department
Warren Brothers Company
Western Union Telegraph Company
Miscellaneous
Emergency, Class A
Emergency, Class A, returned as used
Estimated length
121
11
32
271
3
38
720
2
2,897
1,811
246
8
9
5
4
3
191
214
5
1,758
71
2
4
8
78
790
7
5
9
29
8
71
8
10
5
3
46
5
2,362
1,070
645
11,389
720
1,893
2,323
415
1,998
41,764
30
89,126
96,271
S2,294
802
376
212
35
68
4,571
14,039
185
90,151
5,096
1,030
94
785
6,213
32,814
235
100
138
800
920
2,434
151
2,985
450
12
4,446
43
167,844
16,125
Totals .
12,931
781,377
Making a total length of openings of about 148 miles.
200
City Document No. 35.
Permits other than for street openings have been
issued as follows:
Advertising by men wearing hat and coat lettered
Cleaning snow from roofs ....
Driving cattle through the streets .
Dumping snow in public alleys
Erecting and repairing awnings
Erecting and repairing buildings
Emergency permits, class B
Feeding horses on streets
Loading and unloading goods ....
Moving buildings in the streets
Painting signs or notices on obstruction fences
Placing signs flat on buildings
Projecting signs or lamps ....
Raising or lowering safes or heavy machinery
Special permits for other than the above purposes
Totals as above
Totals for opening streets (inclusive of poles)
Total of all permits issued ....
12
93
67
100
3,100
8,108
477
1,683
47
23
9
2,275
230
433
263
16,920
12,931
29,851
Sidewalk Defects.
The inspection for sidewalk defects during the year
has not been so extensive as that of the year previous,
as the inspection force was put on the inspection of man-
holes in roadways. The results have shown that this
is a matter that should not be overlooked if the public
is to be protected against accidents involving not only
physical injuries but financial loss to taxpayers through
actions against the city for recompense. In addition
to the work done by the Paving Division to repair these
defects, notices were sent to property owners to make
repairs as follows :
Wooden steps protruding beyond property line . . 4
Curbing smooth around bulkheads .... 89
Areas without guard rails 159
Glass or bull's-eyes gone from coal-hole or area covers, 447
Coal-hole covers smooth or broken .... 150
Flagging around coal-hole covers broken ... 31
Gratings in dangerous condition 23
Bulkhead hinges high or broken 41
Bulkhead covers in dangerous condition ... 60
Basement windows not properly guarded . . . „ 10
Gutter stones in sidewalks 60
Rain conductors discharging on sidewalks ... 41
Steeet Department — Highway Division. 201
Granite sidewalks over areas smooth
Iron rims of area covers smooth
Bricks over areas settled and broken
Miscellaneous
25
7
29
13
Manholes and Covers.
An inspection of manholes, made to ascertain the
general condition of same, resulted in notices being sent
from this office to the effect that 607 of them needed
repairs either in having dangerously smooth covers
replaced or by changes in castings or grade. This
inspection was brought about by the large number of
cases of horses slipping or falling from this cause.
Street Numbering.
Under chapter 38, section 4, and chapter 47, section 104
of the Revised Ordinances of 1898 the street numbering
inspector has assigned and changed numbers as shown
on the following list :
Whole
Streets
Num-
bered.
Whole
Streets
Renum-
bered.
Parts of
Streets
Num-
bered.
Estates
Num-
bered.
Estates
Renum-
bered.
Metal
Figures
Supplied.
1
1
2
1
98
25
141
60
740
196
334
217
1
51
3
19
5
245
50
337
178
2
2
1
2
2
1
25
4
2
8
2,141
509
812
616
Totals
11
3
40
1,811
79
4,888
Claims.
The inspector assigned to the inspection of locations
where accidents resulting in claims against the city are
alleged to have occurred, has inspected and looked
up data on 620 cases. This work is for the information
of the superintendent of streets and the attorneys
attached to the Law Department. Owing to the
inspection of sidewalk area covers, coal holes and other
openings in, or adjacent to, sidewalks, the number of
defects has been reduced materially and the liability
202
City Document No. 35.
has correspondingly decreased. The ordinary wear and
tear on the sidewalks however is sufficient to keep an
inspector busy on claim work and the average cost per
claim is exceedingly low. One inspector covers the
entire city on this work.
Notices to Make Repaiks.
There have been 15,467 notices sent to the district
foremen of the Paving Division, contractors, public
service corporations and others to make repairs in the
streets where defects existed for which they were respon-
sible.
There have been 384 notices sent to departments,
corporations and others to perform work under the
direction of the chief engineer of the Paving Division.
Plans.
At the close of the year there were on file in the Permit
Office plans indexed and filed as follows
Pole locations
Pole locations, general or blanket plans
Electric conduit
Electric conduit, general, etc
Gas mains ....
Gas mains, general, etc. .
Street numbering
Street railway tracks
Street railway tracks, general, etc.
Areas under sidewalks
Elevated structure
Police signal
Cold storage
Pneumatic transit
Pneumatic transit, general, etc
Water mains
Tunnels . . . .
Test boxes .
Bridge grades
Miscellaneous
Poles.
2,904
49
1,774
20
1,173
5
1,820
711
48
119
27
30
36
26
8
22
9
411
9,309
Permits have been issued for the placing of one hun-
dred sixty-seven (167) poles in public ways in accordance
with plans filed in the Permit Office.
Street Department — Highway Division. 203
Permits have been issued for the removal of four
hundred ninety-four (494) poles in accordance with plans
filed in the Permit Office.
Permits for the resetting of one thousand three hun-
dred fifty-seven (1,357) poles that were defective or
unsafe were issued.
Bonds.
There are on file in the Permit Office one thousand five
hundred forty-six (1,546) bonds covering the issuance
of permits and maintenance of certain structures.
Artificial Stone Sidewalks.
Two inspectors are assigned to inspect the condition
of all artificial stone sidewalks existing and to oversee
all such sidewalks laid during the year for persons other
than the city. These men have charge of all repairs
made on account of wear, openings by the public service
corporations, drain layers and others and defects arising
from any other cause. Their inspection this year
covered the laying and repair of 270,860 square feet.
The 174,325 feet laid under guaranty to the city on
its contracts will come under their inspection in 1911.
There are about three million feet of artificial stone
sidewalk for the inspection of which these men are
responsible.
In the spring of the year an inspection is made of all
the sidewalks of this character that are under guaranty
to the city and any defects discovered are reported to the
parties who guaranteed, with orders to make immediate
repairs. Defects discovered on walks on which the
original guaranty has expired are reported to the party
to whom the city has awarded the year's contract for
patching.
PROPERTY IN CHARGE OF THE HIGHWAY
DIVISION (PAVING SERVICE).
South Boston.
Columbia road, corner H street, stable, carriage house, shed,
tool house and office, built by the city on land containing 12,017
square feet, rented from William H. Hart.
Columbia road, corner of Hamlin street, lot of land used for
storage purposes, containing 6,710 square feet, rented from
Charles P. Mooney, agent.
204 City Document No. 35.
East Boston.
Chelsea street, Nos. 492 and 494, wharf property, containing
118,584 square feet (L 3,117), purchased in 1897 from Francis
S. Lally. This property sold in 1910 to the Standard Oil
Company for $20,100.
East Eagle street, corner Glendon street, sheds, stable and
office building, erected by the city on wharf property containing
326,700 square feet, leased in 1900 from Blodgett & Whidden
for a term of ten years. This property is used jointly with the
Sewer, Sanitary and Street Cleaning and Watering Divisions.
Charlestown.
Medford street, foot of Elm street, wharf property, containing
44,194 square feet (Sur. Prog. 968), owned by the city. Upon
this lot are a shed, stable and office building.
Brighton.
Union street, opposite Shepard street, lot of land containing
37,000 square feet, owned by the city. This lot is now in
custody of Schoolhouse Commission.
Chestnut Hill avenue, ledge lot containing 569,776 square
feet (L 1,630), purchased in 1882 by the city. Upon this lot
are stone crusher, stable, shed and office building.
West Roxbury.
Child street, lot of land containing 43,024 square feet, owned
by the city. Upon this lot are sheds, stable and office building.
Mt. Vernon street, near Pleasant street, lot of land, containing
16,275 square feet, belonging to the Schoolhouse Commission.
Upon this lot is a stable and office building.
Morton street, near Canterbury street, lot of land containing
14,484 square feet, owned by the city and used for storage pur-
poses.
Rosemary street, lot of land used for storage purposes, con-
taining 3,780 square feet, rented from Edward Cook.
Dorchester.
Hancock street, opposite Bowdoin street, lot of land known
as the almshouse lot, containing 104,132 square feet, which
belonged to the town of Dorchester at the time of annexation.
Upon this land are two stables, office, shed and tool house.
Downer avenue, lot of land containing 35,300 square feet, was
purchased in 1871 to protect the almshouse lot.
Codman street, ledge lot containing 299,000 square feet, was
purchased in 1870. Upon this lot is a shed containing steam
engine and stone crusher, also a stable and tool house — 111,423
square feet additional bought in 1907 by the city.
Steeet Department — Highway Division. 205
Brush Hill road, Milton, lot of land containing 64,523 square
feet, leased May 13, 1843, by the town of Dorchester for a term
of 999 years. Lot of land adjoining above, containing 30,000
square feet, owned by the City of Boston. These lots are not
now in use.
Magnolia street, near Bird street, lot of land containing 81,068
square feet, was purchased by the town of Dorchester in
1867. This lot is not now in use.
Roxbury.
Highland street, lot of land containing about 72,000 square
feet, owned by the city. Upon this lot is a large brick stable
erected in 1873-74 and used by the Sanitary and Paving
Divisions ; also a brick building used as a blacksmith shop and
a shed for storage purposes.
Washington street, corner Dimock street, lot containing
134,671 square feet, owned by the city. Upon this lot are build-
ings containing steam engine, stone crusher and scales.
South End.
Albany street, opposite Sharon street, wharf lot, containing
89,224 square feet. Upon this lot are stables, office, blacksmith
and carpenter shops. Wharf lot adjoining above, containing
39,511 square feet, used for storage purposes. Both these
wharves are owned by the city.
Masssachusetts avenue, near Magazine street, lot of land con-
taining 317,322 square feet, rented from the New York, New
Haven & Hartford Railroad Company and used for storage
purposes.
Back Bay.
Hereford street, near Boylston street, lot of land containing
28,020 square feet, owned by the city. Upon this lot are a
stable, shed and office building. This lot is now used by the
Sewer Division.
North End.
Commercial street, No. 521, wharf lot, containing 22,555
square feet, owned by the city. Upon this lot are a stable,
shed and office building.
Atlantic avenue, opposite Oliver street, wharf lot, containing
21,054 square feet, placed in charge of the Paving Division
May 18, 1874. This property is now used by the Sanitary
Division.
Atlantic avenue, opposite Oliver street, wharf property, con-
taining 36,460 square feet, leased from J. H. Hecht on February
19, 1898, for ten years. This lease is held by the Sanitary
Division, to which the Paving Division pays for storage pur-
poses the sum of $5,200 per year.
206
City Document No. 35.
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276 City Document No. 35.
APPENDIX C.
REPORT OF THE DEPUTY SUPERINTENDENT
OF LAMP DIVISION.
Boston, Mass., January 31, 1911.
Mr. Louis K. Rourke,
Superintendent of Streets:
Dear Sir, — The annual report of the Lamp Division
for the year 1910 is herewith submitted.
This division has supervision of the lighting, care and
maintenance of the various types of electric, gas and
naphtha lamps in use by the city for illuminating the
streets, alleys, parks and squares, the setting up of all
new lamps in the streets and the placing of glass street
signs and numbers in the lanterns.
There was appropriated for this division for the finan-
cial year ending January 31, 1911, the sum of $730,000.
The expenditures amounted to $710,294.84, thus leaving
a balance of $19,705.16 unexpended.
The present contract with the Rising Sun Street
Lighting Company was extended on February 1, 1910,
for a period of six months, and on June 23, 1910, for
a further period of six months. Invitations for bids for
lighting such streets, parks and alleys as might be
required with gas lamps were advertised at three dif-
ferent periods during the year, and the few tenders
received each time, being considered too high, were
rejected.
The use of naphtha lamps for street lighting purposes
has been discontinued and for the few remaining gas and
tungsten lamps have been substituted.
The work of installing the magnetite arc lamps in
place of the Gilbert arc lamps has been continued from
last year and practically completed. Several of the main
thoroughfares, Blue Hill avenue, Talbot avenue and
Freeport street, have been relighted with these lamps.
Additional arc lamps have been installed on the Public
Garden, Marine Park, Columbus Avenue Playground
Street Department — Lamp Division. 277
and Franklin Field upon the request of clergymen and
others interested in the improvement of those localities.
The removal of unused lamp-posts that have obstructed
the sidewalks and the removal of unused lamp bracket
fixtures and pipes from buildings upon which they have
caused a somewhat unsightly appearance for several
years has been actively conducted, and but few of them
now remain to be taken down.
During the year experimental lighting and extinguish-
ing of gas lamps by means of automatic apparatus has
been conducted. Two installations of impulse devices,
consisting of forty-four of the Kilchman and fifty of the
Momand type have been placed upon city lamp-posts in
the South End district.
The result of the operation of these lamps from Sep-
tember 20 to December 16, 1910, inclusive, a period of
eighty-seven days, is as follows:
Total number of lightings of Momand lamps . . . 4,350
Total number of lightings of Kilchman lamps . . . 3,828
Total number of extinguishings of Momand lamps . . 4,350
Total number of extinguishings of Kilchman lamps . 3,828
Momand lamps not extinguished . . 75 or l T 2 o 4 o per cent
Kilchman lamps not extinguished . . 22 or T 5 o 7 o
Momand lamps not lighted . . . 54 or l T 7 o 2 o
Kilchman lamps not lighted . . . 52 or lfVo "
Total failures to light and extinguish
(Momand) l T 4 o 3 o "
Total failures to light and extinguish
(Kilchman) T 9 o 6 o "
The percentage of failures to operate is small, a little
over 1 per cent for the total installation. The impulse
wave has not failed to reach the apparatus at either
lighting or extinguishing time during the above period,
and the failure to light in many instances was caused by
the pilot being out.
Two of this type of lamp were operated at a distance
of about eight miles from the governor house of the gas
company.
Several single lamp installations of other automatic
devices of the clock type have been made and are being
operated.
The number of inverted mantle gas lamps that were
experimentally installed has been increased to eighty-
two and at present are all of the Graetzin type of lamp.
These lamps have given good service during the period
that they have been in use.
278 City Document No. 35.
The average cost of maintenance per lamp per annum
for this type of lamp has been as follows :
3.32 mantles $0 415
.55 globe 275
.62 chimney . . ' 06
.14 burner 09
13,605 feet gas at 78c.
Labor at $2.25 per day
$0 84
10
61
10
00
$21
45
This does not include interest on installation cost or
depreciation on plant, which would amount to about
$1.18.
The work done by the division in the installation of
new lamps, repairs and alterations of services and lamp-
posts has been conducted as follows:
Two hundred twenty new single-mantle gas lamps
have been installed and 7 relighted. Forty-two Graetzin,
95 impulse, and 1 1 new fire-alarm signal lamps have been
added. One hundred forty-five new arc lamps have
been installed, subdivided as follows: Magnetites, 123;
flame, 7; Gilbert, 15. One Gilbert and 2 magnetite
lamps have been relighted, and 1,102 Gilbert lamps have
been changed to magnetite arc lamps. Two hundred
sixty new tungsten lamps have been installed and 3
relighted. Arc lamps have been provided during the
skating season at Wood Island Park, Jamaica Pond,
Savin Hill and North Brighton. Three hundred fifty-
two single mantle, 35 triple mantle, 119 naphtha lamps,
15 arc lamps and 2 carbon and 6 tungsten incandescent
lamps have been discontinued and removed. Eighteen
police lamps have been transferred and 14 carbon have
been changed to tungsten lamps. Four lamp-posts have
been removed and reset on account of building moving.
The total number of lamps of all types installed during
the year was 786 ; the total number of lamps discontinued
547, a total net increase of 239 lamps.
Changes in locations of 59 gas and 13 arc lamp-
posts have been made for the better lighting of the street
or on account of street construction. Sixty-eight tung-
sten, 212 gas, and 146 arc lamp-posts and 8 arc and 11
gas brackets have been set for the various types of lamps
and 190 incandescent fixtures have been put up;
Street Department — Lamp Division. 279
32 gas lamp-posts that were broken by teams or other
causes were removed and new ones set. One hundred
sixteen gas, 1 tungsten and 2 arc lamp-posts have been
straightened. One hundred twenty-seven gas, 7 tungsten
and 8 arc lamp-posts have been reset to line and grade.
Two hundred twenty-three gas, 122 naphtha, and 7 arc
lamp-posts have been removed from the streets. Two
hundred seventy-eight gas brackets, 6 arc and 8 tung-
sten fixtures have been removed. Three lamp-posts
and 1 gas bracket have been repaired. Two hundred
ninety-five new service pipes have been laid and 634
have been removed and cut off from the main pipes.
Six lamp services have been reconnected with new mains,
and 39 renewed or relaid that were trapped or otherwise
affected by street changes. Seventy-six leaks in service
pipes were repaired, and 416 service pipes were cleared.
Two hundred forty-four gas posts have been painted.
Eight-two post extensions for inverted lamps have been
erected and 40 old extensions removed. The number of
glass signs placed in lanterns was 578, and also 233 num-
bers ; 74 glass shades and 17 arc shields have been placed.
The tables showing the expenditures of the division,
the total number of various types installed, the contract
price paid per annum, the increase or decrease of the
number of lamps, and copies of lighting contracts, etc.,
are annexed.
Respectfully submitted,
Edward C. Wade,
Deputy Superintendent.
Gas Lighting.
There are 11,232 single mantle gas lamps in use, 95
double mantle lamps, 82 Graetzin inverted mantle
lamps, 21 triple mantle gas, 95 impulse and 212 open-
flame fire-alarm signal lamps.
The city furnishes and provides for the setting of the
lamp-posts, has service pipes laid from the gas main to
the top of the post, maintains all such pipes and posts
in good condition and repair, furnishing the gas, con-
tracts for lanterns, burners, other necessary equipment
and labor for lighting and care.
The division pays for the cost of gas, lighting and care
of the fire-alarm lamps, and the cost of repairs and set-
ting up of posts is assumed by the Fire Department.
280
City Document No. 35.
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Street Department — Lamp Division. 281
Electric Lighting.
There are 3,581 magnetite arc lamps, 31 "Thoran" or
flame arc lamps, 399 Gilbert inclosed arc lamps, 1,214
tungsten lamps and 15 carbon filament lamps in use.
The companies provide and set the lamp-posts, furnish
lamps, wires, cables and all other necessary equipment,
and maintain them in good condition and repair.
(For Arc and Incandescent Lamps see page 282.)
The following table shows the number of lamps of
the various types in use on January 1, 1911, as com-
pared with the number in use in January, 1910 :
January,
1911.
January,
1910.
Increase or
Decrease.
Single mantle gas -
Double mantle gas
Triple mantle gas
Triple mantle police . . .
Inverted mantle gas . . .
Impulse gas
Fire-alarm
Mantle naphtha
Magnetite arc
Gilbert arc
Flame arc
Incandescent tungsten .
Incandescent carbon . . .
11,232
95
21
82
95
212
Totals .
3,581
399
31
1,214
15
16,977
11,357
95
56
18
40
201
119
2,358
1,496
24
943
31
16,738
—125
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4-95
+ 11
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+ 1,223
—1,097
+7
+271
—16
+239
282
City Document No. 35.
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fl^
03 O
SoS
3 03
lO l-H lO UO l-H
co co oo co co
CN CN rH
oo oo oo oo oo
CN CN CN CN CN
oo oq oo oq oq
co co" co co co"
Q Q
a a a « w •»
o
CO
CO
CD
CO
O
cu
CD
tn
CD
03
CD
tn bo bfl bD bfi
Eh H H H Eh
Ci >-l CO OO lO
Street Department — Lamp Division.
283
The following tables show the location by wards and
the number of new street lamps erected during the year :
New Gas Lamps Erected and Lighted.
Location.
Number
of
Lamps.
Hooten court
Ipswich place
Lowland place
London street
Monument street . . .
Lexington street
Main street
Lee place
Little place
North Hudson street
Hull street
Adams place
Bridge court
Leverett street
Poplar court
Pike alley
Public Alley No. 15..
Staniford place
Hawthorn place. . . .
Charles river square.
Coburn court
Canton street
Baldwin place
Athens street
Baldwin street
Page's court
Clapp court
Dexter place ,
Baker avenue
Cawfield street
Emrose terrace ....
Hooper avenue
Dacia terrace
Monadnock street. .
Albion street
Frawley street
Foxwell place
Feid place
Halleck street ,
Kempt on street
Leon street
Wensley street ......
Belfort street
Thane street
Kingsdale street
Victoria street
Wave avenue
West wood street ....
Allerton road
Dunkeld street
Elmo street
9
11
11
12
13
13
13
13
14
15
16
16
16
16
16
16
17
19
19
19
19
19
19
19
20
20
20
20
20
20
20
20
20
284 City Document No. 35.
New Gas Lamps Erected and Lighted. — Continued.
Location.
Fox street
Hallam street
Kilton street
Marie street
Rock terrace
Radcliffe street
Brookledge street
Howland street
May wood street.
Townsend street ,
Waverly street ,
Broughton street. . . ,
Sheridan street
Fessenden street
Lasell street
Man thorn road
Metropolitan avenue
Patten street
Pelton street
Prince street
Richard street
Vista street
Water street
Basto street
Boxford terrace
Dunster road
Ethel street
Farquhar street
Guernsey street
Hillburn street
Houston street
Lena park
Abbott street
Augustus avenue
Alberta street
Burroughs place ....
Abbotsford terrace. .
Alabama street
Astoria street
Bernard street
Capen street
Clarkwood street
Almont street
Delhi street
Dyer street
Fessenden street ....
Flint street
Gordon place
Green Hill street
Havelock street
Hollingsworth street
Jones avenue
Mapes street
Mildred street
Rich street
20
1
20
2
20
6
20
3
20
1
20
1
21
1
21
3
21
1
21
1
21
2
22
2
22
1
22
2
23
4
23
1
23
2
23
1
23
1
23
6
23
8
23
3
23
1
23
3
23
1
23
6
23
3
23
1
23
1
23
1
23
1
23
3
23
1
23
3
23
1
23
1
24
1
24
3
24
2
24
3
24
1
24
1
24
5
24
5
24
1
24
1
24
1
24
1
24
1
24
3
24
2
24
2
24
7
24
1
24
1
Street Department — Lamp Division.
285
New Gas Lamps Erected and Lighted. — Concluded.
Location.
Number
of
Lamps.
Rich view street . .
Temple street
Torrey street
Whitman street. .
Wilcock street
Dustin street
Crescent avenue . .
Heinlein place
Lincoln place
Long road
Princeton avenue .
Richardson street
Spofford road
Serriells place ....
Vineland street . . .
Wadsworth street
New Fire=alarm Signal Lamps Erected and Lighted.
Location.
Ward.
Number
of
Lamps.
5
6
7
11
16
20
20
20
20
20
24
Hanover street, corner Portland street
Massachusetts avenue, corner Boylston street. . . .
Dorchester avenue, corner Crescent avenue
Dorchester avenue, corner Savin Hill avenue
Dorchester avenue, corner East street
Dorchester avenue, near Ellsworth street
New Flame Arc Lamps Erected and Lighted.
Location.
Number
of
Lamps.
Marine Park
Blue Hill avenue
Sheridan square
Columbus Avenue Playground
Roxbury Crossing
Franklin Field
286
City Document No. 35.
New Graetzin Lamps Erected and Lighted.
Location.
Number
of
Lamps.
Alveston street. .
Elm street
Grovenor road . .
Harris avenue. . .
Myrtle street. . .
Roanoke avenue
Aldworth street .
Burroughs court
Burroughs place
Hagar street
Orchard street. .
Park place
Thomas street. . ,
Williams terrace
New Impulse Gas Lamps Erected and Lighted.
Location.
Number
of
Lamps.
Claremont park
Concord square
East Concord street
East Springfield street
Greenwich park
Harrison avenue
Newland street
Pembroke street
Rutland street
Rutland square
Stoughton street
West Concord street
West Newton street
West Springfield street
West Springfield street, rear of
Wellington street
Wellington street, rear of
Worcester street
Worcester street, rear of
3
1
1
5
1
2
2
8
7
10
2
10
15
14
2
1
1
Street Department — Lamp Division. 287
New Magnetite Arc Lamps Erected and Lighted.
Location.
Number
of
Lamps.
Chelsea street
Sumner street
Hartford street
La Grange street
Tremont street
Washington street
Dover street
Cortes street
Gainsborough street
Public Garden
Washington street
D street, at gymnasium
C street ,
•Marine Park
Old Colony avenue
East Cottage street
Hunneman street
Mt. Pleasant avenue
Columbus Avenue Playground
Avenue Louis Pasteur
St. Alphonsus street
Parker street . . =
Edgar street
Parker Hill avenue
Bowdoin street
Lyndehurst street
Park Street Playground
Washington street
Seaver street
Brookside avenue
Dimock street
Arborway
Hyde Park avenue
Walk Hill street
Adams street
Blue Hill avenue
Franklin Field
Bowling Green
Lauriat avenue
Talbot avenue
Freeport street
Washington street
1
2
7
7
7
9
9
10
10
11
12
13
13
14
15
16
17
17
18
19
19
19
19
19
20
20
20
20
21
22
22
23
23
23
24
24
24
24
24
24
24
24
1
1
1
1
1
1
1
2
1
10
1
1
1
3
8
1
1
1
1
7
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
27
1
2
1
14
14
2
New Gilbert Arc Lamps Erected and Lighted.
Location.
Ward.
Number
of
Lamps.
Front street
5
23
6
Glen road
9
288 City Document No. 35..
New Tungsten Lamps Erected and Lighted.
Location.
Number
Ward.
of
Lamps.
1
1
6
2
6
1
6
1
6
6
6
2
6
1
6
2
6
1
6
1
6
1
6
1
6
1
6
3
6
1
6
3
6
8
6
2
' 6
1
6
1
6
1
6
9
7
2
8
4
8
1
10
5
11
41
11
19
11
2
11
5
12
2
13
2
13
1
16
1
16
1
19
1
21
1
23
9
23
4
23
17
23
2
23
4
23
40
23
4
24
5
24
1
24
2
24
7
24
1
25
3
25
1
25
3
25
3
25
2
25
4
25
6
25
1
25
1
25
2
Overlook street ,
Bowdoin street
Board alley
Commercial Wharf, north. . .
Commercial Wharf, south. . .
Ferry slreet and Ferry court
Fulton court
Keith's alley
Langdon place
Land's court
Marsh lane
Marshal] street
Mahoney square
Mechanic street
North street
North Centre street
North Maiket street
Public Alley 102
Quincy place
Richmond street
Scott alley
South Maiket street
Hartford place
Charlesbank park
Allen court
Public Alley 901
Back street
Bay Stale road, rear of
Parkway court
Sherwin street, rear of
College alley
D street
West Ninth street
Bird street
Kemp street
Prentiss street
Page court
Baker street
Goethe road
La Grange street
Carroll road
Tollgate Footbridge
Weld street
Whiting street
Cedar street
Cedar place
Edgewater drive
Freeport street
Washington street
Arlington place
Faneuil Station
Grant place
Leamington court
Lawrence street
Idlewild park
Smith street
Smith court
Smith place
Upton court
Street Department — Lamp Division.
2S9
Lighting Schedules.
The following tables show the time of lighting and
extinguishing the lamps for the different months of the
year :
Electric Lighting Schedule.
January.
Start.
Stop.
Number
Hours
Burning.
(P. M.)
Jan 1 4 . 50
(A. M.)
Jan. 2.. 6. 24
3. .6.24
4. .6.24
5. .6.24
6. .6.24
7. .6.24
8. .6.23
9. .6.23
10. .6.23
11. .6.23
12. .6.23
13. .6.22
14. .6.21
15. .6.21
16. .6.21
17. .6.20
18. .6. 20
19. .6.19
20. .6.19
21. .6.19
22. .6.17
23. .6.17
24. .6.16
25. .6.16
26. .6.14
27. .6.13
28. .6.12
29. .6.11
30 . . 6 . 10
31. .6.09
Feb. 1..6.0S
.... 13.34
2 4 51
13.33
3 4 52
13.32
4 4.53
13.31
5 4 54
.... 13.30
6. .4.55
7 4 . 56
.... 13.29
13.27
8 4 57
13.26
9 4 . 58
13.25
10. .4.59
11. .5.00
13.24
.... 13.23
12. .5.01
.... 13.21
13. .5.02
. . . . 13 . 19
14. .5.03
15 5.05
.... 13.18
.... 13.16
16. .5.06
17. .5.07
18. .5.08
13.14
. ... 13.13
.... 13.11
19. .5.09
20. .5.11
21. .5.12
22. .5.13
23. .5.14
24. .5.16
25. .5.17
26. .5.18
27. .5.19
28. .5.21
29 . . 5 . 22
30. .5.23
31. .5.25
.... 13.10
.... 13.08
. ... 13.05
. ... 13.04
. ... 13.02
. ... 13.00
. ... 12.57
. ... 12.55
. ... 12.53
. ... 12.50
. ... 12.48
. ... 12.46
. ... 12.43
Total 409 hrs.
290
City Document No. 35.
Electric Lighting Schedule. — Continued.
February.
Stabt.
Stop.
Number
Hours
Burning.
(P. M.)
Feb. 1..5.26
(A. M.)
Feb. 2. .6 07
12 41
2. .5. 27
3. .6.06
12 39
3 . . 5 . 29
4. .6 06
12 37
4. .5. 30
5. .6.05
12 35
5. .5. 31
6. .6.04
12.33
6. .5. 33
7 . . 6 . 02
12 29
7. .5. 34
8. .6.01. .
12 27
8. .5.35
9 . . 6 . 00
12 25
9. .5.36
10. .5.59. .
12 23
10. .5.38
11. .5.57. .
12 19
11. .5.39
12. .5.56 .
12 17
12.. 5. 40
13. .5.55. .
12 15
13. .5.42
14. .5.53
12 11
14. .5.43
15. .5.52. .
12 09
15.. 5. 44
16. .5.51. .
12 07
16. .5. 46
17.. 5. 49 .
12 03
17. .5. 47
18.. 5. 48
12 01
18.. 5. 48
19 . . 5 . 46
11.58
19 . . 5 . 49
20.. 5. 45
21. .5 43
11 56
20. .5.51
11 52
21. .5.52
22. .5.42
23. .5.40
11 50
22 . . 5 . 53
11 47
23. .5.54
24.. 5. 39
25. .5. 37
26 . . 5 . 36
27.. 5. 34
28. .5.33
11 45
24. .5.56
11 41
25. .5.57
11 39
26. .5.58
11 36
27 . . 5 . 59
11 34
28. .6.01
29.. 5. 30
March 1 . . 5 . 30
11 29
29. .6. 01
11 29
Regular year total 339 hrs. 18 min.
Leap year total 350 hrs. 47 min.
March.
(P. M.)
March 1 . . 6 . 02 .
2. .6.03.
3. .6.04.
4.. 6. 05.
5. .6.07.
6. .6.08.
7. .6.09.
8. .6.10.
9. .6.11.
10. .6.12.
11. .6.14.
12. .6.15.
13. .6. 16.
14. .6.17.
15. .6.18.
(A. M.)
March 2 . . 5 . 28
3.. 5. 27
4. .5.26
5. .5.24
6. .5.22
7. .5.21
8. .5. 19
9. .5.17.
10. .5.15,
11. .5.14,
12. .5.12,
13. .5.10,
14. .5.09,
15. .5.06,
16. .5.05,
11.26
11.24
11.22
11.19
11.15
11.13
11.10
11.07
11.04
11.02
10.58
10.55
10.53
10.49
10.47
Street Department — Lamp Division.
291
Electric Lighting Schedule. — Continued.
March. — Concluded.
Start.
Stop.
Number
Hours
Burning.
(P. M.)
(A. M.)
March 16.. 6. 19
March 17.. 5. 03
10.44
17. .6. 20
18.. 5. 02
10.42
18.. 6. 22
19.. 5. 00
10.38
19. .6. 23
20.. 4. 58
10.35
20.. 6. 24
21. .4.56
10.32
21. .6. 25
22. .4.55
10.30
22. .6. 26
23.. 4. 53
10.27
23. .6.28
24. .4. 51
10.23
24.. 6. 29
25.. 4. 49
10.20
25.. 6. 30
26.. 4. 47
10.17
26.. 6. 31
27. .4.46
10.15
27. .6. 32
28.. 4. 45
10.13
2S..6.33
29. .4.42
10.09
29.. 6. 34
30. .4.40
10.06
30.. 6. 35
31. .4.39
10.04
31. .6. 37
April 1..4.37
10.00
Total..'
332 hrs. 39 min.
April.
(P. M.)
(A. M.)
April 1..6.38
2. .6.39
April 2.. 4. 35
3. .4. 33
9.57
9 54
3. .6. 40
4. .4. 32
9.52
4. .6. 41
5. .4. 30
9.49
5. .6. 42
6. .4. 29
9.47
6. .6.43
7..4.27
9.44
7.. 6. 44
8. .4.25
9 41
8. .6. 45
9. .4.24
9.39
9. .6. 47 :....«...
10. .4. 22
9.35
10. .6.48
11. .4.21
9 33
11. .6. 49
12. .4. 18
9.29
12. .6.50
13. .4,17
9 27
13. .6.51
14. .4.15...
9 24
15. .4.14
9.22
15. .6.53
16. .4.12
9 19
16. .6.54
17. .4.10..
9 16
17.. 6. 55
18. .4. 09
9.14
18. .6.57
19. .4. 08
9 11
19. .6.58
20. .4.05....
9 07
21. .4.04
9.05
21. .7. 00
22. .4.03
9.03
22. .7. 01
23. .4.01
9.00
23. .7. 02
24.-3.59
8.57
25. .3.58
8.55
25. .7.04
26. .3.57....
8 53
26. .7.06
27. .3.56..
S ill)
27. .7.07
28. .3.54..
S 17
28. .7.08
29. .3.52..
S I 1
29. .7. 09
s 12
30. .7.10
May 1..3.49
8 39
Total
278 hrs. 55 mi
l.
292
City Document No. 35.
Electric Lighting Schedule.— Continued.
May.
Staet.
Stop.
Number
Hours
Burning.
(P. M.)
May 1. .7.11
(A. M.)
May 2. .3.48....,
3 . . 3 . 47
8 37
2. .7 12
8 35
3. .7.13
4. .3.46
8 33
4. .7.14
5 . . 3 . 45 . .
8 31
5. .7.15
6. .3.43
8 28
6. .7.17
7..3.42
8 25
7. .7. 18
8. .3.41
8 23
8. .7.19
9. .3.39
8 20
9. .7.20
10. .3. 38
8 18
10. .7.21
11. .3.37
8 16
11. .7.22
12. .3.36
8 14
12. .7.23
13. .3.35
8 12
13. .7.24
14. .3.34
8 10
14. .7.25
15. .3.34
8 09
15. .7.26
16. .3.32
8 06
16. .7 27
17. .3. 31 .
8 04
17. .7.28
18. .3.30
8 02
18. .7.29
19. .3.29
8 00
19. .7.30
20. .3.28
7.58
20. .7.31
21. .3.27
7 56
21. .7.32
22. .3.26
7 54
22. .7.33
23. .3. 26
7.53
23. .7.34
24. .3.25
7 51
24. .7. 35
25. .3.24
7.49
25. .7.36
26. .3.23
7.47
26. .7.37
27 . . 3 . 23
7.46
27. .7.38
28. .3. 22
29. .3.21
7.44
28. .7.39
7.42
29. .7. 39
30. .7.40
30. .3. 21
31. .3.20
7.42
7.40
31. .7.41
June 1 . . 3 . 20
7.39
Total 250 hrs. 44 min.
June.
(P. M.)
June 1..7.42.
2.. 7. 42.
3. .7.43.
4.. 7. 44.
5.. 7. 45.
6. .7.46.
7. .7.46.
8.. 7. 47.
9.. 7. 47.
10.. 7. 48.
11. .7.49.
12.. 7. 49.
(A. M.)
June 2.. 3. 19.
3. .3.19.
4. .3.19.
5. .3.19.
6. .3.18.
7. .3.17.
8. .3.17.
9. .3.17.
10. .3.17.
11. .3.17.
12. .3.17.
13. .3.17.
7.37
7.37
7.36
7.35
7.33
7.31
7.31
7.30
7.30
7.29
7.28
7.28
Street Department — Lamp Division. 293
Electric Lighting Schedule. -
June. — Concluded.
Continued.
Staet.
Stop.
Number
Hours
Burning.
(P. M.)
June 13 . . 7 . 49
June 14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
.28.
29.
30.
July 1 .
(A. M.)
.3.17
7.28
14. .7.50
.3.17
7.27
15. .7.50
.3.17
7.27
16. .7.51
.3.17
.3.17
.3.17
.3.17
.3.17
.3.17
7.26
17. .7.51
7.26
18. .7.52
7.25
19. .7.52
7.25
20. .7.52
7.25
21. .7.52
7.25
22. .7.52
.3.18
.3.18
.3.19
.3.19
.3.19
.3.20
.3.20
7.26
23. .7.53
7.25
24. .7. 53
7.26
25. .7. 53
26. .7. 53
27. .7. 53
28. .7.53
7.26
7.26
7.27
7.27
29. .7. 53
30. .7. 53
.3.20
.3.21
7.27
7.28
Total 224 hrs. 17 min.
July.
(P. M.)
July 1..7.53
2. .7.52
(A. M.)
July 2.. 3. 21
- 7.28
3. .3.22
7.30
3. .7.52
4. .3.23
7.31
4. .7. 52
5. .7.52
6. .3.24
7.31
7.32
6..7.S2
7. .3.24
7.32
7. .7. 51
8. .7. 51
9. .3.26
7.34
7.35
9 . . 7 . 50
10. .3.27
7.37
10.. 7. 50
11. .3.27
7.37
11. .7. 50
12. .3.28
7.38
12.. 7. 49
13. .3.29
7.40
13.. 7. 49
14. .3.30
7.41
14.. 7. 48
15. .3.30
7.42
15.. 7. 47
16. .3.31
7.44
16.. 7. 47
17. .3.32
7.45
17.. 7. 46
18. .3.33
7.47
18. .7. 46
19. .3.34
7.48
19.. 7. 45
20. .3.35
7.50
20.. 7. 44
21. .7.43
22.. 7. 42
21. .3. 36
22 . . 3 . 37
23. .3.37
7.52
7.54
7.55
23.. 7. 41
24.. 7. 41
25.. 7. 40
24 . . 3 . 38 . .*.
25.. 3. 39
26.. 3. 40
7.57
7.58
8.00
294
City Document No. 35.
Electric Lighting Schedule. — Continued.
July. — Concluded.
Start.
Stop.
Number
Hours
Burning.
(P. M.)
July 26 7 39
July
Aug.
(A. M.)
27 . . 3 . 41
8.02
27 7 38
28 3 43
8.05
28 7 37
29 3 43
8.06
29. .7. 36
30 7 35
31 3 46
8.09
8.11
31.. 7. 33
1..3.46
8.13
Total
241 hrs. 24 min.
August.
Aug.
(P. M.)
1..7.32..
2. .7.31..
3. .7.30..
4. .7.29..
5.. 7. 28..
6. .7.26..
7.. 7. 25..
8.. 7. 24..
9. .7.22..
10. .7.21..
11. .7.20..
12. .7.18..
13. .7.17..
14. .7.16..
15.. 7. 14..
16. .7.13..
17. .7.11.
18. .7.10.
19.. 7. 08.
.7.07.
.7.05.
.7.04.
.7.02.
.7.01.
.6.59.
26.. 6. 57.
27.. 6. 56.
28. .6.54.
29.. 6. 52.
30.. 6. 51.
31.. "6. 49.
20.
21.
22.
23.
24.
25.
Aug.
Sept.
2.
3.
4.
5,
6.
7.
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
(A. M.)
.3.47.
.3.49.
.3.50.
.3.51.
.3.52.
.3.53.
.3.54.
.3.56.
.3.56.
.3.57.
.3.59.
.3.59.
.4.00.
.4.01.
.4.02.
.4.03.
.4.04.
.4.06.
.4.06.
.4.08.
.4.09.
.4.10.
.4.11.
.4.12.
.4.13.
.4.14.
.4.15.
.4.17.
.4.17.
.4.18.
.4.19.
8.15
8.18
8.20
8.22
8.24
8.27
8.29
8.32
8.34
8.36
8.39
8.41
8.43
8.45
8.48
8.50
8.53
8.56
8.58
9.01
9.04
9.06
9.09
9.11
9.14
9.17
9.19
9.23
9.25
9.27
9.30
Total 274 hrs. 36 min.
Street Department — Lamp Division. 295
Electric Lighting Schedute. — Continued.
September.
Start.
Stop.
Number
Hours
Burning.
(P. M.)
Sept. 1..6.47
(A. M.)
Sept. 2.. 4. 20
3. .4. 21
4 4 22
5. .4.23
6. .4. 25
7.. 4. 26
8. .4. 27
9. .4.2S
10. .4. 29
11. .4.30
12. .4.32
13. .4. 32
15. .4. 34
16. .4. 35
17. .4. 36
18. .4. 37
19. .4. 38
20. .4.39
21. .4.41
22.. 4. 42
23.. 4. 43
24. .4.44
25. .4.45
9 33
2. .6. 46
3. .6.44
4. .6. 42
5.. 6. 40
6. .6.39
9.35
9.38
9.41
9.45
9 47
7. .6.37
9.50
8. .6.35
9.53
9. .6. 33
10. .6.32
9.56
9.5S
11. .6.30
10 02
12. .6.28
10 04
13. .6 27
10 06
14. .6.25
15. .6.23
10.09
10 12
16. .6.21
10 15
17. .6.20
10 17
18. .6.18
10 20
19. .6.16
10 23
20. .6.14
10.27
21. .6.12
10.30
22. .6.11
10 32
23. .6.09
10.35
24. .6.07
10 38
25. .6.05
26. .4.46
10.41
26. .6.04
27. .4.48
10.44
27. .6.02
28. .4.48. .
10.46
28. .6.00
29. .4.49. .
10.49
29 . . 5 . 58
30. .4.51. .
10.53
30. .5.57
Oct. 1..4.51
10.54
Total 306 hrs. 53 min.
October.
(P. M.)
(A. M.)
Oct
1 5 55
Oct.
3. .4. 54
10 57
2. .5.53
11.01
11.04
5. .4. 56
11.06
5. .5. 48
6. .4. 57
11.09
6. .5.46
7. .4.58
11.12
7. .5. 44
8. .4.59
11.15
8. .5. 43
9. .5. 00
11.17
9. .5. 41
10. .5.01
1 1 . 20
10. .5.40
11. .5. 02
11.22
12. .5. 04
11.26
13. .5. 05
11.29
13. 5 35
14. .5. 06
11 31
296
City Document No. 35.
Electric Lighting Schedule. — Continued.
October. — Concluded.
Start.
Stop.
Number
Hours
Burning.
(P. M.)
Oct. 14.. 5. 33
(A. M.)
Oct. 15.. 5. 07
16. .5.08
11.34
15. .5.31
11.37
16. .5.30
17. .5. 10
18. .5. 11
19. .5. 12
20. .5. 13
21. .5. 14
22. .5. 15
23. .5. 17
24. .5. 18
25. .5. 19
26. .5.20
11.40
17. .5.28
11.43
18. .5.27...
11.45
19. .5. 25
20 . . 5 . 23
11.48
11.51
21. .5. 22
22. .5. 20
23. .5. 19
24. .5.18
11.53
11.57
11.59
12.01
25 5 16
12.04
26. .5.15
27. .5.22
28. .5. 23
29. .5. 24
30. .5. 25
31. .5. 26
Nov. 1..5.27
12.07
27. .5. 13
28. .5.12
12.10
12.12
29. .5.10
12.15
30. .5. 09
31. .5. 08
12.17
12.19
Total 361 hrs. 21 min.
November.
(P. M.)
Nov. 1..5.06.
2. .5.05.
3. .5.04.
4.. 5. 03.
5.. 5. 02.
6.. 5. 00.
7. .4.59.
8. .4.58.
9. .4.57.
10. .4.56.
11. .4.55.
12.. 4. 54.
13.. 4. 53.
14. .4.52.
15.. 4. 51.
16.. 4. 50.
17.. 4. 49.
18.. 4. 49.
19. .4.48.
20.. 4. 47.
21. .4.46.
22.. 4. 45.
23.. 4. 45.
(A. M.)
Nov. 2.. 5. 29..
3. .5.30..
4. .5.32..
5. .5.33.,
6. .5.34..
7..5.35.,
8..5.36..
9. .5.38.,
10. .5.39.,
11.. 5. 40.,
12. .5.42.,
13. .5.43.,
14.. 5. 44.,
15. .5.45.,
16. .5.46.,
17. .5.48.,
18.. 5. 49.,
19. .5.50.,
20. .5.51.,
21. .5.52.,
22. .5.54..
23. .5.55.
24. .5.56.,
12.23
12.25
12.28
12.30
12.32
12.35
12.37
12.40
12.42
12.44
12.47
12.49
12.51
12.53
12.55
12.58
13.00
13.01
13.03
13.05
13.08
13.10
13.11
Street Department — Lamp Division. 297
Electric Lighting Schedule. — Concluded.
November. — Concluded^
Start.
Stop.
Number
Hours
Burning.
(P. M.)
Nov. 24.. 4. 44
25. .4. 43
26..4.43
27. .4.42
(A. M.)
Nov. 2S..5.57
26.-5.58....:
27. .6. 00
28. .6. 01
13.13
13.15
13.17
13.19
28 . . 4 . 42
29. .6. 02
30. .6.03
13.20
29. .4.42
13.21
30. .4.41
Dec. 1..6.04
13.23
Total 387 hrs. 35 min.
December.
Dec. 1 .
(P. M.)
.4.41
(A. M.)
Dec. 2. .6. 05
3. .6. 06
13.24
2.
.4.41
.4.40
13.25
3.
4. .6. 07
13.27
4.
. 4 . 40
5. .6.08
13.28
5.
6.
7.
.4.40
.4.40
.4.40
6. .6. 09
7. .6. 10
8. .6.11
13.29
13.30
13.31
8.
.4.40
9. .6. 12
10. .6. 13
11. .6.14
13.32
9.
.4.40
13.33
10.
.4.40
13.34
11.
.4.40
12. .6.15
13.35
12.
.4.40
13. .6.15
13.35
13.
.4.40
.4.40
14. .6.16
13.36
14.
15. .6. 16
16. .6.17
13.36
15.
.4.40
13.37
16.
.4.41
17. .6. 18
18. .6.19
13.37
17.
.4.41
13.38
18.
.4.41
19. .6.19
13.38
19.
.4.42
20. .6. 20
21. .6.21
13.38
20.
.4.42
13.39
21.
.4.42
22. .6.21
13.39
22.
.4.43
23. .6. 22
13.39
23.
24.. 6. 22
25. .6.22
13.39
24.
.4.44
13.38
25
4 45
26. .6. 22
27 6 23..
13 37
26.
4 45 . .
13 38
27.
.4.46
31. .6. 23
Jan. 1..6.24
13.37
28.
.4.47
13.36
29.
30.
.4.47
.4.48
13.36
13.35
31.
.4.49
13.35
Total 420 hrs. 51 min.
Grand total, per annum 3,828 hrs.
298
City Document No. 35.
Qas Lighting Schedule.
Date.
Lighted At.
P. M.
Put Out.
A. M.
Number of
Hours
Burning.
January
10 to 14
4.15
4.30
4.45
4.45
5.00
5.00
5.15
5.30
5.30
6.00
6.15
6.15
6.30
6.45
6.45
7.00
7.00
7.00
7.00
7.15
7.15
7.15
7.15
7.00
7.00
6.30
6.30
6.30
6.00
5.45
5.30
5.15
4.45
4.30
4.15
4.15
4.00
4.00
4.15
4.15
6.00
6.00
6.00
6.00
6.00
6.00
5.45
5.30
5.30
5.00
4.30
4.30
4.15
4.00
4.00
3.30
3.30
3.00
3.00
3.00
3.00
3.00
3.00
3.15
3.15
3.45
3.45
3.45
4.00
4.15
4.30
4.45
5.00
5.00
5.15
5.45
5.45
5.45
6.00
6.00
13f
15 to 21
22 to 31
13*
13!
February
1 to 4
5 to 9
10 to 11
m
13
13
12 to 25
12|
26 to 28
12
March
1 to 9
10 to 26
27 to 31
12
11
10|
April
1 to 9
10 to 23
10!
9|
24 to 30
9!
May
1 to 6
7 to 9
10 to 21
9!
8*
22 to 31
8
June
1 to 3
4 to 9
10 to 30
8
■ 4
71
July
1 to 9
7|
10 to 31
7|
August
1 to 9
10 to 21
8|
8i
22 to 31
9|
September
1 to 9
10 to 11
91
9|
12 to 19
10
20 to 30
io|
October
1 to 9
10 to 22
l]
Hi
23 to 31
12|
November
1 to 9
12|
10 to 25
26 to 30
13
13!
December
1 to 9
10 to 24
13|
13f
25 to 31
13|
January
1 to 9
13|
Outages on Street Lamps.
Outages for lamps not lighted on schedule time or
out before the proper time were reported as follows:
19,186 arc outages, 5,996 tungsten outages, 1,727 gas
outages and 62 naphtha outages — a total of 26,971.
Street Department — Lamp Division.
299
Rebates have been received as follows on the various
monthly bills:
Date.
Naphtha.
Gas.
Electric.
February, 1910.
March
April
May
June
July.
August
September
October
November
December
January, 1911. .
57 44
2 04
32
16
1 OS
64
131 77
43 61
18 57
6 99
3 01
43
95
36
6 92
8 10
10 09
54,153 22*
1,889 21*
634 65
249 71
143 18
122 74
195 85
202 09
290 17
128 73
317 23
214 03
Totals .
.1 68
$139 SO
5,541 71
* Severe snow and sleet storm, December, 1909.
300
City Document No. 35.
Exten-
sions
Put on
Posts.
<n
00
©
o
-0
CO
CD
"2
©
CO
co
-d
'3
10
05
CM
13
■3
ft
(D
co
rt
co
T3
>
a
0J
CO <N f~
<N <N
CM r-l
00 00
CM
■*
co
CD
§ g
CN
00 t»
CD
CM rH
5 »J
CO ^
co
Set in
Place of
Broken
Ones.
IN
CO
S & ft
PI
CM
CM
CD 00 i-l O 00 iH
■^ CO *— 1 O r-i
1
(
1
c
: 1
;
3 C
5 i
<
3 <
3 S
3
2,
i °
3 c
a .
a e
5 <
• (
• t
\ s
5 t
J (
5 £
1 1
i 1
*
1 o
i c
1
| 1
! c
) c
3 C
H T
3 i
3 e
i i
3
3 a
3 <
• c
; c
i I
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1 j
i S
i
1,
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1
Street Department — Lamp Division. 301
Employees.
There are ten men employed in the division as follows :
Deputy superintendent, clerk, messenger, stenographer,
four inspectors, one watchman and one lamplighter for
inverted mantle lamps.
There are 127 lamplighters employed by the lighting
company having the contract with the city.
Expenditures for Year 1910-11.
Electric Lighting:
Arc.
Edison Electric Il-
luminating Com-
pany . . $361,686 31
Charlestown Gas
and Electric Com-
pany . . '. 24,799 45
,485 76
Incandescent.
Edison Electric Il-
luminating Com-
pany . . . $22,371 76
New York Central
& Hudson River
Railroad Com-
pany ... 42 32
22,414 08
Gas Lighting:
Boston Consolidated Gas Com-
pany $3,439 81
Charlestown Gas and Electric
Company
East Boston Gas Company .
Rising Sun Street Lighting Com-
pany, lighting, care and gas
City lighting and care .
Naphtha Lighting:
Rising Sun Street Lighting Company .
Salaries and Wages:
Deputy Superintendent and
clerk $3,800 00
Inspectors 3,311 29
$408,899 84
129 67
181 80
272,752 84
874 70
277,378 90
V ■
1,833 28
Carried forward . . $7,111 29 $688,112 02
302
City Document No. 35.
57,111 29
2,656 68
Brought forward ....
Messenger, stenographer, watch-
man
Construction:
Underground work
Wrought-iron work
Electric changes ....
Lamp-posts
Experimental Gas Installation:
Automatic lighting apparatus
Lanterns and fixtures .
Post extensions ....
Photometric Tests, etc.:
Laboratory and street work .
Apparatus, etc
Horse Keeping:
Purchase and board
Shoeing, repairs on harness and
carriage
Signs and Shades:
Glass signs and numbers
Wooden signs . . . .
Glass shades . . .
Printing, etc.:
Printing
Postage
Stationery and periodicals .
Traveling expenses
Telephone .
Plans .
Advertising .
Tools, etc. .
1,192 52
360 25
114 74
600 00
52,367 50
1,167 06
339 26
$209 63
21 81
$954 75
121 95
Revenue.
$251 99
564 97
75 00
$428 23
62 63
128 54
,112 02
9,767 97
5,267 51
3,873 82
231 44
1,076 70
891 96
619 40
214 20
110 91
73 00
40 40
15 51
Rent of shop
$710,294 84
$1,200 00
Street Department — Lamp Division. 303
Agreement for Electric Street Lighting Service.
The City of Boston, through its duly authorized
representative, hereby applies to the Edison Electric
Illuminating Company of Boston for all its electric
street lighting service, to be rendered by said company
pursuant hereto and subject to the terms and conditions
annexed, all things to be furnished or done to the reason-
able satisfaction of the Superintendent of Streets.
Location of Lamps. — As now installed in the City of
Boston or as hereafter ordered in by the proper authority.
Description of District Supplied. — All parts of the
City of Boston except those districts formerly Charles-
town, Brighton and part of Brookline, and including
those districts respectively, if and when said Edison
Company shall, during the continuance of this agree-
ment, purchase the electric distributing systems located
therein.
Description of Service:
79 40 candle power incandescent lamps.
205 60 " " " " '
2 80 "
425 watt A. C. arc lamps.
3,183 *400 candle power Gilbert *500 watt D. C. arc lamps.
40 *800 " " magnetite *500 " D. C. " "
6 *1,600 " " General Electric *500 " D. C. " "
If the company shall, during the continuance of this
agreement, purchase the existing electric distributing
systems in either or any of those districts of the city
above excepted, the public lamps then installed in said
district or districts shall be added to the number of
lamps as above applied for, or as afterwards increased,
and shall come under the operation of this agreement;
and the company will, upon demand, as soon as practi-
cable thereafter, without charge to the city, substitute
for such lamps other lamps of standard types.
The company shall substitute, without charge to the
city, magnetite lamps for Gilbert lamps at a rate not
exceeding 100 per week, and General Electric lamps
for Gilbert lamps at a rate not exceeding 10 per week;
such magnetite lamps, up to 1,200, to be installed upon
standard twenty-five-foot poles and such General Elec-
tric lamps, up to 100, to be installed upon standard
forty-foot poles; the remainder on the existing standard
eighteen-foot poles; such changes to be made at the
* Average.
304 City Document No. 35.
above specified rate until not more than five hundred
(500) Gilbert lamps remain in the territory covered by
this contract and any extension thereof. In the applica-
tion of the second clause of the 7th of the Terms and
Conditions, hereto attached, one General Electric lamp
shall be counted as equal to three Gilbert lamps or
magnetite lamps.
The following is substituted for the provision for
arbitration set out in the last clause of the 3d of the
Terms and Conditions, viz. :
"At any time during the continuance of this
agreement the city or the company may demand an
investigation of the question^ — whether the cost to the
company, including depreciation and interest on invest-
ment, of furnishing the service to the city called for
hereby is at the time of such investigation less than
at the date of this agreement, and if so, how much.
In determining that issue the investigators may take
into consideration the cost to the company of any or
all other parts of its supply and any other pertinent
facts and conditions which they may deem important.
Such investigation or investigations shall be made by
the then head professors of applied electricity, by what-
ever titles known, of the Massachusetts Institute of
Technology and the scientific department of Harvard
University, if able and willing to serve. In case either
is unable or unwilling to serve, his substitute shall be
named by the then president of said institute or univer-
sity, as the case may be. In case of any disagreement
between said investigators they may call in an arbi-
trator of their own selection. The decision of said
investigators, or of either of them and said arbitrator,
shall be binding upon the city and the company until
the Supreme Court of Massachusetts has decided
that the constitutional rights of either are thereby
infringed."
The following is substituted for the 5th of the Terms
and Conditions hereto attached:
"The municipality may, at any time, by written
notice, require the company to employ a competent
and disinterested person connected with either the
Massachusetts Institute of Technology or the Scientific
department of Harvard University to examine and
test the electrical currents and apparatus employed in
Steeet Department — Lamp Division. 305
furnishing the lighting service herein provided for, to
ascertain whether or not the company is complying
with the terms of this agreement, and for such purpose
such person may have access at all reasonable times
to the lamps, poles, wires, fixtures and other apparatus
of the company used in carrying out this agreement.
"In case two tests of any circuit or lamp shall be made,
separated by an interval of not less than one hour, during
any one night, and both of said tests shall prove that the
company is not furnishing the electrical energy or light
required by this agreement, then such circuit or such
lamp shall be deemed to be outages, as provided herein.
If such tests show that the company is not furnishing the
electrical energy or light required by this agreement, the
company shall pay the expense of the examination and
test herein provided for; otherwise the municipality
shall pay such expense."
If the city notifies the company within six months
from the time when this contract becomes operative that
it desires to extend the contract to a period of ten years,
the company will make the rates under this contract the
same as those proposed under a ten-year contract, that
is, the discount to be ten per cent instead of five, — this
discount to be retroactive from the date when the con-
tract becomes operative, that is, the difference between
the amount which shall have been paid under the dis-
count of five per cent and the amount which would have
been paid had the discount been ten per cent shall be
deducted from subsequent payments. In event of such
extension of the contract the limit placed upon the num-
ber of new poles to be installed for the magnetite and
General Electric lamps is to be abolished.
And said municipality agrees to be bound by the street
lighting terms and conditions of the company, printed
herewith, except as aforesaid, and to pay the prices called
for in the company's Schedule M C 5, printed herewith,
until April 1, 1914, and thereafter until one year after
written notice by either party to the other of its election
to terminate this agreement, which notice may be given
at any time after the beginning of the one-year period
next preceding the expiration of the original period above
fixed.
This agreement shall take effect as of April 1, 1909,
and is subject to appropriations for street lighting. This
306
City Document No. 35.
agreement is in substitution for and in place of a preced-
ing agreement between the same parties dated April 1,
1909.
Boston, May 5, 1909.
(Signed) City of Boston,
By Guy C. Emerson,
Superintendent of Streets.
Approved May 7, 1909.
G. A. HlBBARD,
Mayor of Boston, Mass.
The foregoing application is hereby accepted upon the
terms and for the period above specified.
The Edison Electric Illuminating Company
of Boston,
By Charles L. Edgar,
President.
Boston, May 5, 1909.
Form of contract and bond approved.
Thomas M. Babson,
Corporation Counsel.
Yearly Street Lighting Rates.
Schedule M C 5.
Electricity for street lighting use will be sold to munici-
palities under the street lighting terms and conditions as
printed herewith, in accordance with the following table :
Descbiption op Lamp.
Fixed Costs per
Lamp per Year.
Running
Costs
per Lamp-
Hour.
B.
40 c. p
Inc. lamp $10 80
12 00
14 00
Arc lamp 36 00
36 00
42 00
42 00
\ cent
3 U
IcT
4 «
TO
ljjr cents
1ft «
if "
O 2 «
"JT5
$19 35
60 "
22 31
80 "
27 85
425 watt A. C
* 400 c. p. Gilbert * 500 watt D. C
* 800 c. p. t magnetite *500 watt D. C. . .
* 1,600 c. p. JGen. Elec. *500 watt D. C.
88 75
92 39
103 54
156 27 A
* Average.
t This magnetite lamp gives twice the candle power of the Gilbert lamp at 25° below
the horizontal.
t This General Electrical lamp gives four times the candle power of the Gilbert lamp
at 25° below the horizontal.
A These running costs include the present cost to the company of electrodes (car-
bons) and trimming of General Electric lamps. If the costs to the company of these
two items are reduced during the continuance of this agreement, corresponding reduc-
tions will be made to the municipality from time to time, but the running costs shall not
thereby be reduced to less than If cents per lamp-hour.
B Total costs for 3,828 hours per year, after taking off a discount of 5 per cent.
Street Department — Lamp Division. 307
First Deduction. — A rate of 1 cent per hour per incan-
descent lamp and 5 cents per hour per arc lamp will be
allowed for all outages in any month, provided written
notice of same is received by the company on or before
the 5th of the succeeding month.
Second Deduction. — When agreements are made for
periods longer than one year a discount of 1 per cent per
year will be allowed for each year up to ten.
The Gilbert Standard lamp shall be operated at 6.6
amperes and a pressure of 76 volts at the terminals.
There may be a permissible variation of 0.1 amperes
and 5 volts from the above standard.
Street Lighting Terms and Conditions.
The foregoing agreement is subject to the following
terms and conditions:
1. The lamps, poles, wires, fixtures and other appa-
ratus, appliances and materials necessary for the
performance of this agreement, except posts for incandes-
cent lamps supplied from underground circuits, shall
be furnished by the company and kept in good order and
condition by it. The lamps shall give a clear and steady
light. The company shall furnish electrodes (carbons) for
and trim all arc lamps, and will renew incandescent lamps
whenever they become dim, broken or burned out.
2. Payments hereunder shall be made monthly on
the regular pay day of the municipality.
3. The company will give the municipality the
benefit of any lower prices for service such as that
herein provided for, or of any better quality or efficiency
of service, which may at any time during the continu-
ance of this agreement be enjoyed by any municipality
served by it, such relative prices, quality and efficiency
to be determined by taking into consideration all the
circumstances and conditions in both cases. Upon
written demand by the municipality the company shall
thereafter give to the municipality the benefit of two-
thirds of any general reduction in the present cost to
the company, including depreciation and interest on
investment, of supplying the service called for by this
agreement, but only so long as and to the extent that
such decreased cost shall continue. If at any time
during the continuance of this agreement the company
and the municipality shall disagree upon any matter
embraced in this term and condition, it shall be referred
308 City Document No. 35.
to the arbitration of three disinterested persons, selected
one by the municipality, one by the company and the
third by the other two, a decision of a majority of whom
shall be binding upon the parties, provided the con-
stitutional rights of either party shall not thereby be
infringed.
4. The company will indemnify and save harmless
the municipality against any and all claims for damages,
loss, cost and expense on account of injury to persons
or property arising in any way out of the erection,
construction, maintenance or use of any of the lamps,
poles, wires, fixtures and other apparatus and appli-
ances furnished by the company hereunder, except
where such injury is the result, in whole or in part, of
the fault or neglect of the municipality, its officers,
servants or agents, while acting as agents of the munici-
pality; and against any and all claims for damages by
reason of any alleged infringement of patent rights in the
use of lamps, poles, wires, fixtures, machinery and other
apparatus, appliances and material supplied by the
company hereunder; and will, at its own expense,
assume the defence of all actions at law .or in equity
which may be brought against the municipality upon
any claims as aforesaid, and also against all decrees,
judgments and orders of any court based thereon.
5. The municipality may at all times, with or with-
out the company's knowledge, employ a competent
person to examine and test the electrical currents and
apparatus employed in furnishing the lighting service
herein provided for, to ascertain whether or not the
company is complying with the terms of this agree-
ment, and for such purpose the company agrees that
such person may have access at all reasonable times to
said lamps, poles, wires, fixtures and other apparatus of
the company used in carrying out this agreement.
The municipality will indemnify and save harmless
the company against any and all claims for damages,
loss, cost and expense on account of injury to persons
or property arising in any way out of the employment,
act or neglect of any such person, except such as may
arise, in whole or in part, from the fault or neglect of
the company, its agents or servants, while acting as
agents of the company.
In case two tests of any circuit or lamp shall be made,
separated by an interval of not less than one hour,
during any one night, and both of said tests shall prove
Street Department — Lamp Division. 309
that the company is not furnishing the electrical energy
or light required by this agreement, then such circuit or
such lamp shall be deemed to be outages as provided
herein.
6. Such additional lamps shall be installed, without
charge to the municipality, as may be designated by the
municipality at any time before notice is given to termi-
nate this agreement, provided the company shall not
be required to extend its lines more than 400 feet over-
head, or in localities served by underground construction
more than 100 feet underground, to reach any lamp; but
the municipality may require extension of lines for addi-
tional lamps at anytime during the term of this agreement
by paying the cost of so much of the extension as exceeds
that herein required to be made by the company, such
payments to apply as credits on future bills for lighting
on such additional lines. Whenever requested by the
municipality the company will change the location of
any lamps at the expense of the municipality, not exceed-
ing, however, $5 for each arc lamp and $3 for each incan-
descent lamp so moved, unless new lines or poles are
required.
7. The discontinuance of any street or highway shall
have the effect of discontinuing whatever lamps may
have been located on such street or way. The munic-
ipality may at any time discontinue a lamp or lamps for
reasonable cause, but the number of lamps of any type
in service at any time shall not, except as hereinbelow
provided, be less than 95 per cent of the maximum
number of such lamps in service under this agreement at
any time prior thereto. In case of such discontinuance
the installation of any lamps at other locations shall be
charged for the same as changes of locations under
Article 6 hereof until the original number installed shall
again have been reached. Lamps of any type may be
substituted for lamps of any other type if the munici-
pality pays the total expense of making the change and
the total amount of payments by the municipality
hereunder at the then standard rates is not thereby
diminished.
8. Should the municipality at any time find that the
company is not complying fully with the terms and
requirements of this agreement, the municipality shall
immediately notify the company of such fact, and the
company shall at once remedy the fault, but failure to
give such notice shall not impair any obligation of the
310 City Document No. 35.
company. But the company shall not be responsible
for any failure to supply electricity if such failure is
without default or neglect on its part.
9. If the municipality shall at any time during the
continuance of this agreement be required to purchase
the whole or any part of the plant of the company located
within the limits of said municipality, under the present
law, or any amendment thereof, the municipality shall
not be holden for the unexpired term of this agreement,
nor shall this agreement or the unexpired term thereof
be in any way considered as an element of value in such
purchase; provided, however, that in case of such pur-
chase the municipality shall not be entitled to the full
discount provided for in this agreement unless it shall
have been in operation for the full period thereof. If
the agreement shall not have been in operation for the
full period thereof, because of such purchase, the accounts
between the municipality and the company shall be
adjusted so as to make the total net payments by the
municipality to the company what they would have
been if the agreement had been made for the period
during which it was actually in operation.
CONTRACT.
For Lighting with Gas and Naphtha Incandescent
Mantle Lamps Certain Streets, Parks and
Alleys in the City of Boston.
The City of Boston having herewith entered into a
contract for lighting with gas and naphtha incandescent
mantle lamps certain streets, parks and alleys in said
city upon the conditions set forth in the annexed speci-
fications, the undersigned Rising Sun Street Lighting
Company, hereinafter referred to as the contractor, de-
clares that the only persons interested in this contract
as principals are named herein as such ; that no official of
the city, and no person acting for or employed by the
city, is directly or indirectly interested therein, or in any
contract which may be made thereunder, or in any ex-
pected profits to arise therefrom; the contractor has
carefully examined the annexed specifications, and he
hereby bids in accordance therewith and agrees to do all
the work set forth in said specifications at the following
prices :
Street Department — Lamp Division.
311
Schedule of Prices.
Kind of Lamp.
Price
per
Annum.
Single gas incandescent burners
Single gasolene or naphtha incandescent burners,
A lantern with two gas incandescent burners . . .
A lantern with three gas incandescent burners . .
Lighting and care of open gas-flame fire-alarm
signal lamps
$23 60
29 20
35 20
47 60
10 50
With gas.
With gas.
With gas.
Without gas.
The full names and residences of all the persons in-
terested in this contract as principals are as follows:
Rising Sun Street Lighting Company, Boston, Mass.
Peter J. Fitzgerald, President and General Manager.
Robert J. Gove, Treasurer.
Notice. — Give first and last names in full, and in case of corporations
give the names of president, treasurer and manager or local agent, if any.
The corporation is of the State of Maine.
The name and address of the surety company which
will sign the bond are:
Massachusetts Bonding and Insurance Company.
Signed this twenty-sixth day of August, 1909.
Signature of contractor:
Rising Sun Street Lighting Company,
Peter J. Fitzgerald,
President.
Accepted. City of Boston,
By Guy C. Emerson,
Superintendent of Streets.
Form of contract and bond approved.
John D. McLaughlin,
Acting Corporation Counsel.
Approved September 2, 1909.
G. A. Hibbard,
Mayor.
312 City Document No. 35.
BOND.
The undersigned surety company binds itself, its suc-
cessors and assigns, to pay to the City of Boston the sum
of twenty-five thousand (25,000) dollars.
This obligation is upon the condition that if the party
to the contract hereto annexed, therein called the con-
tractor, shall faithfully perform the said contract in ac-
cordance with the terms thereof, and do everything of
him therein required, and shall fully protect the city
against any infringements of patents, or any other suits
in connection with or growing out of the performance of
said contract, then this obligation shall become of no
effect. Otherwise it shall continue in full force.
Signed, sealed and delivered August 26, 1909.
The Corporation is of the State of Massachusetts.
The President is T. J. Falvey.
The Treasurer is John T. Burnett.
The place of business in Boston is 77-85 State street.
SPECIFICATIONS.
1. By the city is meant the City of Boston, acting
through the Superintendent of Streets or such subordi-
nate or other officer as may have charge of street lighting
in said city. By the contractor is meant the Rising Sun
Street Lighting Company.
2. Work to be Done. — The work to be done under this
contract shall consist of supplying all the material, labor
and equipment necessary and required (except the posts
and service pipes) to light with gas or naphtha incandes-
cent lamps such streets, parks, alleys and public places
as may from time to time be designated by the city dur-
ing the continuance of this contract, from September 16,
1909, to January 31, 1910. He must also light, extin-
guish and keep clean such open-flame fire-alarm signal
lamps as the city may from time to time establish.
3. Plant to be Furnished by Contractor. — The con-
tractor must furnish his own plant to do the work, and
the necessary equipment shall be placed upon such gas
posts as may be furnished and from time to time indicated
by the city. The said plant and all appurtenances so
furnished by the contractor shall remain his property
and must be removed by him at the expiration of the
contract at his own expense.
Street Department — Lamp Division. 313
If, in the opinion of the city, the contractor does not
exercise due diligence, or if the materials or service fur-
nished therefor are not to the satisfaction of the city, the
city may give the contractor notice in writing of such
dereliction, and then if the contractor fails within thirty
days thereafter to obey any proper order of the city in
connection with the work, the said superintendent, with
the consent in writing of the Mayor, may declare the
contract forfeited.
4. Lamp-posts. — The posts on which the contractor
is to place and operate his lanterns will, together with
the service pipes, be furnished by the city free of expense
to the contractor. They shall be neatly painted by the
contractor such color as the city may designate, and
shall be repainted from time to time whenever, in the
opinion of the city, it shall be deemed necessary. The
posts must be kept free from dirt and must not be used
for advertising purposes. The city will set, connect
and keep the posts in good repair and plumb.
The contractor must furnish crossarms on such posts
as the city may designate.
5. Lanterns. — The lanterns must be of boulevard
pattern, and so constructed that the lights therein will
be protected against insects and wind and weather.
6. Burners and Mantles. — The burners to be used
must be first class in material and workmanship, fur-
nishing at all times when in service a steady, clear,
white light, free from smoke, of the required candle
power.
If the burners shall not give continuously the required
candle power they must be replaced by the contractor
with burners that will. No incandescent mantle will be
permitted to be used unless composed of the best mate-
rial and standard weave and of first-class quality in all
respects.
No incandescent mantle shall be used by the con-
tractor which will shrink beyond reasonable dimensions
from the standard required; and all broken, smoked or
blackened, ragged or frayed mantles must be at once
replaced with new mantles by the contractor.
7. Time of Lighting. — The lamps must be lighted
and extinguished in accordance with a schedule to be
furnished by the city, said schedule not to exceed four
thousand burning hours per lamp per year. The lamps
must be lighted within one hour from the time fixed in
the schedule as the time for beginning, and must be
314 City Document No. 35.
extinguished within one hour from the time fixed in the
schedule as the time for beginning to extinguish.
In order that the city may determine whether the gas
or naphtha lamps are lighted and extinguished in accord-
ance with the official schedule or time table hereinbefore
mentioned, the contractor shall furnish the said official
with maps or lists showing the number and geographical
location of each lamp in the district of each lamplighter,
and designating the particular lamp at which each
lamplighter commences to light and also the lamp at
which he completes the lighting, and in extinguishing the
lamps the lamplighter shall begin and finish at the same
lamps as are designated for beginning and finishing
points on any lamp district during the term of contract.
The lamplighters or other employees of the contractor
will not be permitted to climb the lamp-posts for the
purpose of lighting the lamps, or for any other purpose,
except by use of a ladder.
For every light that does not burn continuously at the
proper candle power throughout the hours prescribed
each night a sum equal to 3I5 of the contract price, per
lamp, per year, for each night's failure will be deducted
from the amounts due the contractor and forfeited to the
city. These "outs" will be reported by the Police
Department at its respective police stations daily, in
writing, open to the contractor, and shall be regarded
as final and binding upon the contractor, errors proven
or admitted excepted.
8. Repairs and Maintenance. — The contractor must
at his own expense keep the entire plant in good repair
and maintain same to the satisfaction of the city. Upon
failure of the contractor to promptly make any and all
necessary repairs (including repainting of lanterns and
posts), the city may cause same to be done and deduct
the cost thereof from any amounts that may become
due to the contractor. All glass must be cleaned at
least once a week, and oftener if necessary to do so, in
order not to retard or diminish the candle power of the
lamps. All broken or displaced glass, and all broken
or defective mantles, must be replaced forthwith, and all
street lamps must be constructed so that present signs
may be attached, and shall, after each cleaning, be
replaced, with the signs facing the proper street. All
broken or displaced glass shall be removed forthwith by
the contractor.
Steeet Department — Lamp Division. 315
The contractor shall report, in writing, at the office of
the official in charge of street lighting, on Thursday of
each week, the number of each kind of lamps lighted on
each of the preceding seven nights, and on the tenth day
of each month the number of each kind lighted, as afore-
said, on each night subsequent to the last report, stating
in each report the name of each person lighting the lamps,
and the locations of any and all lamps added to or
removed from the district of each lamplighter, and is to
notify said official, in writing, of any damage to or repair
needed to the posts or service pipes.
The contractor will be allowed the entire use of the
Lamp Department shop, No. 690 Albany street, at a
rent of $100 per month.
9. Removal of Lamps. — Whenever ordered to do so
by the city the contractor must change the location of
lamps, weather permitting, from one place to another
(posts to be furnished by the city ready to receive
lamp), at his own cost and expense.
10. New Lamps. — The city may, from time to time,
order the erection and maintenance of new or additional
lamps, at such locations as it may deem proper, and it
shall be the duty of the contractor, at his own cost and
expense, to properly erect upon said posts furnished,
placed and connected by the city, and put into opera-
tion, such additional lamps and maintain the same in
all respects as called for in these specifications. All
additional lamps ordered shall be put in service within
ten days after they are ordered and posts set and con-
nected, and notice that the same are in service shall
be given by the contractor to the city.
11. Discontinuance of Lamps. — The city shall have
the right to increase or diminish the number of lamps
furnished under the contract, but, subject to the pro-
visions of Section 14 of these specifications, it is under-
stood that the total number of gas and naphtha lamps
to be furnished under this contract shall not at any
time be less than 10,000.
Naphtha or gasolene lamps may be changed to gas
lamps at the discretion of the city, when the gas post
and service connections are ready therefor. When
orders to discontinue lamps are given, in accordance
with the above, the contractor must put them out of
service within five days, and notify the City of Boston
in writing; payment for the same shall cease on such
316 City Document No. 35.
discontinuance, and when the contractor removes a
gas lantern without substituting another therefor he
shall properly plug the service pipe so that the gas will
not escape therefrom.
12. Candle Power. — All the burners, whether of
gas, gasolene or naphtha, must be maintained contin-
uously when in service at not less than sixty actual candle
power. The city shall have the right at any time to test
the lights in the usual accepted manner by standard
photometric tests, and if there is found any deficiency
the contractor must proceed at once to remedy the
defects and raise the burners to the required candle
power.
13. Supply of Gas. — The contractor shall furnish
all the gas required for the lamps, and if at any time by
reason of a reduction by any gas company in the price
of gas the contractor shall procure his gas at a lower
average price per lamp for the whole number of lamps
lighted than the average price paid for gas by the con-
tractor when the system provided for herein is fully
installed, the rate paid by the city shall be reduced by
the amount of the reduction in the price of gas so
secured at and from the time of said reduction to the
contractor.
14. Extension of Contract. — The city may, at its
option, to be signified in writing not later than February
1, 1910, extend the term herein designated for the con-
tinuance of the contract for a period not exceeding
six months, so that there may be no interruption of
service in case the city enters into a new contract
involving other parties or different equipment, or both.
For this purpose the city may call upon the contractor,
at any time within the last three months of the extended
period, to discontinue the lighting of the entire area
covered by his operations or of such parts thereof as.
the city may from time to time determine, provided,
however, that such parts shall be so arranged that no
fraction of any established lamplighter's route shall
require lighting for a longer period than two nights and
that not less than two weeks' notice shall be given the
contractor in regard to each of such parts.
The contractor shall promptly remove his equip-
ment from all posts on which lighting has been discon-
tinued and cooperate with the city in recording the
dates on which lighting ceased.
15. Naphtha or Gasolene. — The contractor shall
Street Department — Lamp Division. 317
furnish all the gasolene or naphtha which may be neces-
sary to supply incandescent mantle gasolene or naphtha
street lamps at such locations as the city may from time
to time direct and furnish with posts for the purpose.
The contractor will be required to supply each lamp
each night with a sufficient quantity of gasolene or
naphtha to insure the standard of light herein contracted
for at all times during the hours of burning.
The gasolene or naphtha used in supplying the lamps
must be of the very best grade, free from water, gum,
glue or other impurities.
16. Payments. — Payment for the work performed
under this contract shall be made by the city monthly,
in the same manner as other city work is paid for,
at the rates specified in the proposal and subject to
appropriations.
17. Miscellaneous. — The contractor shall allow his
employees to lodge, board and trade wheresoever and
with whomsoever they may choose, and shall give
preference in employment, first to citizens of the City
of Boston, second to citizens of Massachusetts, and shall
save the city and its agents and employees harmless
from any and all claims against them or any of them
arising from any act, omission or neglect of the contractor,
his agents or employees in carrying on the contract,
and no workman, laborer or mechanic employed on this
work within the Commonwealth shall be requested or
required to labor more than eight hours in any one calen-
dar day.
Any assignment, subletting or otherwise permit-
ting the work herein specified to be done by anyone
other than the contractor, or encumbering the work or
plant by mortgage or in any way, will be sufficient cause
for the abrogation of the contract by the city.
318 City Document No. 35.
APPENDIX D.
REPORT OF DEPUTY SUPERINTENDENT OF
SANITARY DIVISION.
Boston, January 31, 1911.
Me. Louis K. Rourke,
Superintendent of Streets:
Dear Sir, — I respectfully submit the annual report
of the expenditures, income and operation of the Sani-
tary Division (including the Sanitary and Street Clean-
ing and Watering Sections) of the Street Department
for the year ending January 31, 1911.
Respectfully submitted,
George H. Foss,
Deputy Superintendent.
FINANCIAL STATEMENT.
Amount of appropriation . . ... .$1,280,00000
Less amount unexpended . . . - . . 25,526 05
Net amount of appropriation . . . .$1,254,473 95
Total expenditures of the Sanitary-
Service, including work done for
other divisions and paid for by
them . . . . $725,202 57
Less amount paid by other divisions, 48,142 68
Net cost of maintenance, Sanitary Service . . $677,059 89
Amount expended by Street Clean-
ing Service $418,593 43
Revenue received .... 4 14
Net cost of maintenance, Street Cleaning Service, 418,589 29
Amount expended by Street Watering Service . 158,824 77
Net cost of maintenance, Sanitary Division . $1,254,473 95
Street Department — Sanitary Division. 319
Sanitary Service.
Total Cost on House Dirt, Ashes, Waste and Rubbish and House
Offal.
Salaries, deputy superintendent and office force . $12,117 90
Office supplies and expenses 6,483 08
Ashes, waste and rubbish account .... 440,988 56
House offal account 208,262 37
$667,851 91
Construction, Repair and Horseshoeing Account.
Expended for labor 37,632 88
Expended for stock 19,717 78
Total expenditures of the Sanitary Service for
the fiscal year ending January 31, 1911 . . $725,202 57
Revenue Received from Outside Divisions for Board
and Care of Horses, Rent, Use of Dumping
Boats, Shoeing and for Repairing Vehicles, etc.
Bridge Service*
$538 57
Paving Service*
12,235 38
Lamp Service
1,364 52
Sewer Division
3,518 39
Street Cleaning and Watering Ser-
vicef
30,422 37
Returned by the Superintendent of
Streets
63 45
48,142 68
Net cost of maintenance, Sanitary Service .
$677,059 89
Amount of money deposited and bills presented to
the City Collector during the year ending January 26,
1911, for general revenue:
Money Deposited.
From letting of scow privileges . $4,535 35
Bills Prese
For the collection of cor
ashes
For rents, Fort Hill and
Wharves ....
For sale of manure
•nted.
amercial
Hecht's
$10,614 50
1,334 00
224 57
Carried forward .
$12,173 07
* Highway Division.
t Sanitary Division.
t,535 35
320
City Document No. 35.
Brought forward .
For sale of old iron .
For sale of old offal wagon
For forfeit on contract
Total
$12,173 07
296 32
20 00
100 00
$4,535 35
12,589 39
517,124 74
Items of Expenditure for the Year 1910-11.
Items.
Total Amount
Expended.
Salaries of deputy superintendent and office force
Salaries of foremen
Labor — collection and disposition of house dirt and ashes. .
Labor — collection and disposition of waste and rubbish . . .
Labor — collection and disposition of house offal
Labor and stock in stables and yards
Hired teams on ashes, waste and rubbish and house offal . .
Contracts on ashes — East Boston, Brighton, West Box-
bury, North and South Dorchester
Contracts on offal — East Boston, Brighton, West Rox-
bury and Dorchester
Ash and offal stock
Allowed time and holidays
Grain
Hay and straw
Medical attendance and allowed time on account of injured
Horses
Veterinary service and medicine
Hired horses
Outside board and care of horses
Outside horseshoeing, blacksmith, wheelwright, harness and
paint
Labor, stock, etc., wheelwright, blacksmith, paint, harness
and horseshoeing shops
Dumping boats, stock, etc
Repairs on stables, sheds, wharves and boats
Fuel
Gas
Electric lighting and power
Frinting, stationery, office items and incidentals .
Automobile supplies and repairs
Advertising
Rents
Tolls and fares
Telephones
Damages by city teams
Taxes on Hecht's estate, as per lease
Total .
Amounts paid by other departments and divisions .
Amount charged to the Sanitary Service
$12,117 90
8,336 53
221,993 26
30,765 02
135,620 61
40,748 71
27,074 08
44,977 48
30,377 65
457 85
17,146 80
24,889 05
23,338 14
2,063 99
5,307 50
2,716 44
393 50
524 62
5,195 19
54,539 15
112 58
8,256 41
1,149 38
858 18
1,280 27
3,813 21
2,078 71
360 29
12,572 70
71 09
1,024 11
74 61
4,967 56
$725,202 57
48,142 68
$677,059 89
Street Department — Sanitary Division. 321
Construction and Repair Shops, 1910-11.
For work done and material furnished for
divisions the different shops received as follows:
Wheelwright shop .
Blacksmith shop, South End
Blacksmith shop, West End .
Paint shop ....
Harness shop ....
Horseshoeing shop, South End
Horseshoeing shop, West End
Horseshoeing shop, Roxbury
other
$5,566 66
5,550 65
1,261 28
5,337 20
2,929 27
3,044 00
1,858 00
73 50
For work done and material furnished for
the Sanitary Division the following amounts
were expended by the different shops :
Wheelwright shop .
Blacksmith shop, South End .
Blacksmith shop, West End .
Paint shop ....
Harness shop ....
Horseshoeing shop, South End
Horseshoeing shop, West End
Horseshoeing shop, Roxbury
56,761 76
6,371 36
1,237 74
4,106 79
5,925 48
2,481 12
1,330 47
703 87
$25,620 56
28,918 59
Total amount paid out, stock and labor, all
divisions
Allowed time and holidays . . $2,370 01
Allowed time and medical attendance 30 00
Expended for electric power . . . 411 50
Total cost, maintenance of shops . .
Income from other divisions ....
Net cost of maintenance of shops to Sanitary
Division
,539 15
2,811 51
$57,350 66
25,620 56
$31,730 10
322
City Document No. 35.
Detailed Account of Amounts Paid to the Sanitary Section
During the Year Ending January 31, 1911.
For official salaries
For services of engineer
For repair and construction work
For horseshoeing ....
For use of dumping boats .
For .use of towboat
For hay, straw and grain, board and care of horses
For feeders, stablemen and watchmen
For fuel, light, etc
For board and care of sick horses at veterinary
hospital
For rent of wharf, Atlantic avenue
For labor and supervision, oiling and watering
streets . . ....
For labor and supervision, removing snow
For use of horses, County of Suffolk
For two horses, County of Suffolk .
For furnishings of prison van .
For printing, street cleaning and oiling .
. $3,164 20
785
00
. 20,779
11
5,198
25
9,541
00
167
97
8,051
48
1,289
51
806
48
T
681
75
4,800
00
960
27
2,099
82
241
00
575 00
255
14
69
88
Total income
,465 86
Amounts Paid by the Sanitary Section to Other
Divisions During the Year Ending January
31, 1911.
To Street Cleaning and Watering
Section, removing ashes
$4,518 26
To Street Cleaning and Watering
Section, new horses
4,062 50
To Street Cleaning and Watering
Section, board and care of horses,
461 78
To Street Cleaning and Watering
Section, carpenter labor
54 00
To Street Cleaning and Watering
Section, repairing catch-basin .
27 87
9,124 41
Net income
$50,341 45
Street Department — Sanitary Division. 323
Horseshoeing by Divisions.
Sanitary Division.
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8,345
139
4,794
1,160
355
18
5,378
89
2,876
862
376
21
850
73
367
123
83
5S
80
129
38
48
25
92
14,840
339
Resets
Pads
Springs
2
7
38
1
14
11
46
8,101
2.188
990
40
Average cost per shoe, 42 cents.
Cost of Horseshoeing.
Division
Shops.
Outside
Shops.
Stock
$3,600 34
5,890 62
$4,566 50
Labor
Totals
$9,490 96
$4,566 50
324
City Document No. 35.
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Street Department — Sanitary Division. 325
Force Employed on House Dirt and Ashes January 31, 1911.
X!
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Contractors' Teams.
City Force.
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9
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176
211
20
Totals
295
30
17
20
8
35
29
434
Amount of House Dirt and Ashes Removed.
Years.
Loads.
Cubic Yards.
Tons.
1906
1907
352,124
377,058
339,913
299,071
*284,343
704,248
754,116
745,918
692,865
746,585
281,699
301,647
1908
311.586
1909..
311,791
1910
335,997
* Includes ol,59S double loads.
Force Employed on Waste and Rubbish January 31, 1911.
City Force.
Number.
2
11
20
Total
33
Amount of Waste and Rubbish Removed.
Loads.
Cubic Yards.
Years.
Paper
Carts.
Market
Wagons.
Tons.
1906
1907
6,271
6,098
5,892
5,556
5,655
11,133
11,071
10,346
7,397
8,370
125,281
112,960
123,830
99,975
112,801
12,836
12.70S
1908
13,566
1909
1910
10,916
12,328
326
City Document No. 35.
Force Employed on House Offal January 31, 1911.
a
3
Contractors' Teams.
City Force.
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Teamsters
12
51
50
4
12
4
4
5
5
3
3
9
14
72
Helpers
76
Dumpers
4
Totals
117
8
10
6
23
164
Amount of Garbage Removed.
Years.
Loads.
Cubic Yards.
Tons.
1906
1907
1908
1909
1910
65,387
64,712
62,892
54,747
*48,610
130,774
129,424
125,784
105,595
97,651
65,387
64,712
78,615
68,636
63,451
* Includes 8,389 double loads.
Number of Loads of Material Collected from February 1, 1905,
to January 28, 1911.
Years.
Ashes.
Garbage.
Rubbish.
Total
Loads.
Tons.
1905
1906
1907
331,545
352,124
377,058
339,913
299,071
284,343
64,803
65,387
64,712
62,892
54,747
48,610
17,109
17,404
17,169
16,238
12,953
14,025
413,457
434,915
458,939
*419,043
366,771
1346,978
334,426
359,922
379,067
1908
1909*
1910f
403,767
391,343
411,776
* Decrease in number of loads due to increase in carrying capacity of carts,
t Decrease in number of loads due to use of double carts.
Average Number of Employees and Horses Cared for by the
Sanitary Section.
Average number of employees for 1910
Average number of horses, Sanitary Section .
Average number of hired horses
Average number of all other horses
Average number of horses fed by the Sanitary Section
562
278
Street Department — Sanitary Division. 327
Capacity of Carts and Wagons in Use by the Sanitary Section.
Single ash carts .
Double ash carts
Paper carts .
Cubic Feet.
. 63
. 162
. 200
Single offal wagons
Double offal wagons
Paper wagons
Cubic Feet.
. 52
. 85
. 270
Average Weight of Loads.
Pounds.
Single ash carts. . . .
Double ash carts . . .
Single offal wagons.
Double offal wagons
Paper carts
Paper wagons
2,200
3,100
2,300
4,100
1,400
2,000
Loads Collected by Contractors.
Ash Loads.
Paper
Wagons
Cubic
Yards.
Tons.
Total
Tons
District.
Single.
Double.
Cubic
Yards.
Ashes.
Paper.
Ashes
and
Paper.
12,814
4,403
7,146
15,1441
11, 875 J
44,133
30,317
24,904
102 654
19,862
13,644
11,208
46,199
310
19,862
6,199
120
3,927
310
2,836
13,954
11,208
North Dorchester..
40,199
Totals
10,246
51,382
202,008
310
2,836
90,913
310
91,223
Offal Loads.
Summary.
Single.
Double.
Cubic
Yards.
Tons.
Material.
Cubic
Yards.
Tons.
1,478
1,662
847
4,402
4,663
5,243
2,672
15,055
3,030
3,407
1,736
9,782
202,00S
27,633
2,836
90,913
Offal
17,955
310
659
Totals
659
8,389
27,633
17,955
Totals
232,477
109,178
328
City Document No. 35.
Loads and Tonnage of Material Collected, by Districts.
Class of Refuse.
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22,309
24,540
3,732
4,292
208
208
12,814
19,862
1,478
3,030
14,982
16,577
2,051
2,358
29
29
10602
13,644
1,662
3,407
310
310
19,983
25,197
3,379
4,648
54
54
30,946
46,199
5,061
9,782
36,527
40,180
8,220
9,453
664
664
73,811
81,192
16,308
18,754
7,300
6,672
62,369
68,606
6,719
7,727
5,460
4,392
284,343
48,610
14,025
335,997
63,451
12,328
26,249
29,040
14,292
22,892
17,062
18,963
12,574
17,361
23,416
29,899
36,007
55,981
45,411
50,297
97,419
106,618
74,548
80,725
346,978
Totals (Tons'. ::::::::::
411,776
Note. — First item, loads. Second item, tons.
Final Disposition of all Material, in Loads and Tons (2,000 pounds),
Collected by the Sanitary Section from January 28, 1910, to
January 26, 1911, Inclusive.
Class of Refuse.
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123,163
135,556
99,552
109,528
61,628
90,913
3,987
8,173
310
310
284,343
48,610
18,998
2,124
335,997
44,623
55,278
11,949
10,330
1,766
1,688
*4,973
*4,973
2,124
2,655
35,652
44,565
3,939
3,151
17,301
35,652
3,939
124,929
136,792
146,240
164,872
44,623
55,278
11,949
10,330
65,925
99,396
393,666
Totals |^ ons ;;;;;;;;;;
467,120
Note. — First item, loads. Second item, tons.
* 4,973 loads (4,973 tons) of barrel refuse delivered at dumping boats.
CITY
BOSTON
SANITARY DISTRICTS
1910
FICURES SHOW ESTIMATED
MEAN 1910 POPULATION AND
POP. PER ACRE; ALSO.TOTAL
WEIGHT OF REFUSE AND COST,
PER CAPITA, FOR THE YEAR.
Cost of Collection and Disposal of Refuse by Day Labor Force in the City of Boston for the Year 1910-11.
District
and Pop-
ulation.
Character of Refuse.
Tons.
(2,00'J
lbs.)
Total
Tons.
Cost per Ton by Districts.
For Disposal.
Total
Collection
and Disposal
Cost by Districts.
Total Cost
to Collect.
For
Disposal.
Total Cost
of Disposal.
Total Cost
of Collection
and
I lisps >s:il.
Total Cost
per Capita,
Collection
and
Disposal.
Where Disposed of.
Mixed refuse, principally ashes (no kitchen
Garbage, principally kitchen wastes
Store refuse, principally paper
3. (42,000)
5 (part)
and 7.
(145,000)
8 and 9.
(106,000)
10. (Ml,
Mixed refuse, principally ashes (no kitchen
Garbage, principally kitchen wastes
Store refuse, principally paper
Mixed refuse, principally ashes (no kitchen
Garbage, principally kitchen wastes
Store refuse, principally paper
Mixed refuse, principally ashes (no kitchen wastes) .
Garbage, principally kitchen wastes
Store refuse, principally paper
Mixed refuse, principally ashes (no kitchen wastes) .
Garbage, principally kitchen wastes
Store refuse, principally paper
24,540
4,292
20S
$1 0G90
3 3103
1 7476
$0 0506
9831
3937
$1 1196
4 2934
2 1413
$26,234 39
14,207 55
363 50
SI, 240 56
4,219 63
81 89
16,577
2,358
28
54,169
12,365
718
81,192
18,754
6,672
68,600
7,727
4,392
Av. SI 4052
$1 2751
4 0004
2 9104
Av. SO 1908
$0 1840
9S31
3 7011
Av. $1 5960
$1 4591
4 9835
6 6105
$21,137 83
9,432 93
81 49
$3,050 67
2,318 15
103 63
Av. $1 6165
$1 2249
3 3096
3 3318
Av. $0 28S6
$0 1487
9831
2609
Av. $1 9051
$1 3736
4 2927
3 5927
$66,352 88
40,923 93
2,392 22
$S,054 IS
12,155 58
187 32
Av. $1 6307
$1 1666
2 0805
2 9399
Av. SI 4383
1 7217
2 2567
Av. $0 3033
$0 2620
1 2011
2 1885
SI 9340
$1 42S6
3 2816
5 1284
$94,716 59
39,017 31
19,615 05
$21,270 1)
22,525 34
14,001 3S
Av. $0 5477
$0 3137
9831
- 2 4130
Av. $1 9060
$1 3119
2 7048
4 669
To inland dumps.
New England Sanitary Product Company.*
28 tons to City Refuse Utilization Company;
180 tons to inland dumps.
To inland dumps.
New England Sanitary Product Company.*
City Refuse Utilization Company.*
To inland dumps.
New England Sanitary' Product Company.*
To inland dumps.
40.270 tons to inland dumps; 40,992 tons to sea.
New England Sanitary Product Company.*
5,882 tons to City Refuse Utilization Company f
790 tons to inland dumps.
To sea.
New England Sanitary Product Company.*
City Refuse Utilization Company.*
Av. $0 4920
Av. SI 6279
* Contracts for disposal.
Total, as above $555,696 14
Add total of contract table (page 329) 121,363 75
Net amount of appropriation $677,059 89
Street Department — Sanitary Division. 329
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330 City Document No. 35.
Maintenance of Fort Hill Wharf and Dumping Boats.
For towing by division towboats . $14,921 72
For towing by outside towboats . 2,854 50
For repairs on wharves and boats
For dumping boats, stock and sup-
plies
For labor, crew and dumpers
For allowed time, holidays .
For allowed time, injuries .
$6,655 87
1,143
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',776 22
19,430 27
Total cost of maintenance of Fort Hill Wharf
and dumping boats ■ $37,206 49
Number of trips to sea by towboat, Sanitary
Service . .' 380
Number of trips to sea by towboat, Sewer
Service 4
Number of trips to sea by outside towboats,
Sanitary Service ...... 63
447
Number of scows to sea 464
Cost per cart load $0.25
Cost per boat load $80.18
Street Department — Sanitary Division. 331
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Street Department — Sanitary Division. 333
Repairs and Insurance, Year Ending January 31, 1911.
Object.
Contractor.
Amount
Paid.
Date of
Contract.
Repairing towboat
Repairing Dumpers Nos. 2, 3 and 4. .
Atlantic Works
D. D. Kelly & Son
D. D. Kelly & Son
D. D. Kelly & Son
J. J. McCarthy
G. R. Griffin & Co
SI, 976 00
1,760 00
1,225 00
315 00
125 00
70 00
July 18, 1910
June 9, 1910
Nov. 2, 1910
Repairing Dumper No. 3
Installing two water-closets at the
Sept. 1, 1910
Aug. 16, 1910
Insurance on auto
Jan. 25, 1911
334
City Document No. 35.
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Street Department — Sanitary Division. 335
Lands and Buildings in Charge of the Sanitary
Division.
South Boston Stable. (Leased.)
Stables and sheds, with accommodations for twenty
horses, located at H and Second streets, South Boston.
East Boston Stable. (Leased.)
Stables and shed, with accommodations for fifteen
horses, located at 324 East Eagle street and occupied
jointly by Paving, Sewer, Street Cleaning and Sanitary
Divisions.
Charlestown Stable.
With accommodations for twenty-five horses, situated
on Rutherford avenue; lot contains 17,300 square feet
of land; stable built in 1875; cost $5,083.07; sheds and
outbuildings built in 1879.
Brighton.
Accommodation was provided by the Sewer Division
at its stable on Western avenue for two horses of the
Sanitary Division. Discontinued July 15, 1908.
Highland Stable.
With accommodations for seventy-two horses on the
old almshouse lot, Highland street, containing 81,082
square feet. A part of this stable and adjoining lot is
used by the Paving Division. There is on this lot a brick
stable, built in 1878, which cost $88,594.13. On this lot
is an offal shed, erected in 1875, at a cost of $1,160.12.
This offal shed was abandoned on April 1, 1897, and in
1900 part of it was remodeled and is now used as a car-
riage house and wash room.
South City Stables, Shops and Sheds.
Situated on Albany street, opposite Newton street.
The lot belonged to the city before being used for this
purpose, and contains 90,780 square feet of land.
The stables and buildings connected therewith are of
brick. There are also on the premises five wooden sheds
used for storing wagons, etc. The stable is two stories
high, with French roof, and has accommodations for 100
horses. Twenty-three horses are kept in sheds. Total
original cost, exclusive of land, $79,089.23. In 1899 a
veterinary hospital was built and equipped for the pur-
pose of caring for sick and disabled horses.
336 City Document No. 35.
Connected with stables are blacksmith, wheelwright,
paint and harnessmaker's shops, in which wagons, carts,
harnesses, etc., used by this and other departments are
constructed and kept in repair, also a horseshoeing shop
for shoeing the horses of the division located in this sec-
tion of the city.
West Stables and Sheds.
The stable is a brick building, a story and a half high,
128 feet by 50 feet, located on North Grove street; built
in 1860 without buildings attached to same. It has
accommodations for ninety horses in stables and sheds.
The lot contains about 45,152 square feet. On May 11,
1896, a horseshoeing shop was established for the pur-
pose of shoeing horses of the division stabled in this sec-
tion of the city.
Fort Hill Wharf.
Containing 21,054 square feet, placed in charge of the
Sanitary Division; used as a dumping station for the
city's garbage and refuse and as a mooring place for
dumping boats and scows, which convey this material
to sea and to the plant of the New England Sanitary
Product Company. Cost of constructing platform and
dredging dock, $6,219.33. There are five Barney dump-
ing boats which are in continual use and are towed to
sea by the tugboat "Cormorant."
Litchfield's Wharf. (Leased.)
Situated at 466 to 470 Atlantic avenue, containing
about 35,460 square feet. Leased from Jacob H. Hecht,
March 1, 1898, for a period of ten years. This wharf
adjoins Fort Hill Wharf and is occupied in part by the
New England Sanitary Product Company as a berth for
their scows, and also by the buildings of the City Refuse
Utilization Company for the disposal of waste and rub-
bish. A portion of this wharf is used by the Paving
Service. This property is now owned by the Middlesex
Trust. Lease extended from March 1, 1908, to Decem-
ber 1, 1908, and now running at will.
Weighing Shed. (Hired.)
Situated at the corner of Massachusetts avenue and
Southampton street. Rented from the Boston Consoli-
dated Gas Company. Lot contains about 2,300 square
feet of land.
Street Department — Sanitary Division. 337
Wharf Property on Freeport Street, Dorchester.
On Freeport street, Dorchester, wharf property con-
taining 160,745 square feet, bought by the city for the
Sanitary Department, but never used.
1910. — Street Cleaning Service.
Items of Expenditure for the Year.
Salary of deputy and office pay rolls
Stationery and postage
Printing
Uniforms
Advertising
Telephone service
Automobile, purchase of
Office items and incidentals
Foremen ....
Subforemen on paved streets, gutters, crossings
snow work, patrolling, etc
Labor on paved streets, gutters, crossings, snow
work, patrolling, etc
Hired teams on paved streets, gutters, crossings
snow work, patrolling, etc
Rent and labor on dumps ....
Sand
Repairs on snow dump
Snow license
Hay, straw and grain
Stable and yard labor
Rents
Fuel
Gas and electric lighting ....
Stable and yard repairs and furnishings .
Cart and carriage repairs and furnishings
Harness repairs
Tool repairs
Sweeping machine repairs ....
Horseshoeing
Veterinary services and medicine .
Tolls and fares
Broom stock purchased
Refilling machine brooms ....
Tools
Flushing machine repairs ....
Road breakers and gutter plows purchased .
Horses purchased
Holidays, allowed time and medical attendance
Annuity (see chapter 569, Acts 1896)
Calcium chloride work
Total
$3,942 32
305 10
1,087 12
2,603 35
4 80
272 35
674 43
11 26
10,914 47
19,352 41
175,658
35
13,864
85
13,060
27
290
50
498
33
500
00
28,234
19
25,615
14
3,460
70
987
15
357
62
2,836 57
5,374
80
752
23
399
10
2,546
85
5,753
50
2,039
52
82
60
1,227 42
3,168
99
299
10
817
57
425
00
8,772
50
6,880
52
300
00
24
00
$343,394 98
338
City Document No. 35.
Patrol System.
Foreman
Subforeman, labor and hired teams
Cart and barrel repairs
Push cart and barrel stock
Yard and office repairs
Yard and office labor
Rent and labor on dumps
Rents
Fuel
Light
Telephone service
Holidays, allowed time and medical attendance
Harness repairs ....
Horseshoeing ....
Tools and tool repairs
Brooms
Veterinary service and medicine
Total
$1,396 20
61,542 46
795 26
1,840 22
370 04
2,940 83
839 43
442 00
38 50
13 56
59 64
2,167 52
18 33
137 75
84 00
127 50
25 00
$72,838 24
Street Watering and Oiling Service.
Superintendence and office salaries
Advertising
Printing
Telephone
Office items
Bicycle and bicycle repairs
Labor and inspection, street watering
Labor and inspection, street oiling .
Hired teams, street watering .
Hired teams, street oiling
Supplies and repairs, oil plants
Street oil, soap, etc
Tools
Fuel . . . . < .
Yard and stable furnishings
Cart repairs
Standpipes, maintenance and repairs
Horseshoeing
Holidays
Incidentals
Total
Street cleaning .
Patrol system
Watering and oiling
Recapitulatioii.
$5,768 18
17 75
490 22
21 43
34 20
412 31
9,152 31
12,516 49
45,871 04
14,949 01
999 24
66,873 73
11 72
621 10
24 45
523 86
2,445 74
318 25
93 06
40 89
$161,184 98
$343,394 98
72,838 24
161,184 98
$577,418 20
Street Department — Sanitary Division. 339
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Street Department — Sanitary Division. 341
Miles and Area of Streets Cared for, Year 1910-11.
Location.
Miles of Streets
Caked for.
Square Yards
Cared for.
Total
DlSTBICT NO.
Paved.
Macadam.
Paved.
Gutters
9 feet
Wide.
Square
Yards.
1
20.19
17.82
19.23
11.60
24.32
9.29
12.01
1.22
18.00
.94
424,000
154,000
293,000
109,000
383,000
225,000
570,000
252,000
189,000
232,000
94,090
101,535
61,250
128,410
49,050
63,415
6,440
95,040
4,965
518,090
2
3
6
East Boston
Charlestown
7.21
12.91
5.29
17.32
11.16
28.20
12.46
9.35
11.48
255,535
354,250
237,410
7
8
Roxburv
South End (uptown)
South End (downtown).. . .
432,050
288,415
8
9
576,440
347,040
10
193,965
10
West End
232,000
135.57
114.43
2,831,000
604,195
3,435,195
Summary.
Street Cleaning Service.
1909-10.
1910-11.
Street Watering Service.
1909-10.
1910-11.
Labor
Teaming. . . .
Division bills
Sundry bills.
Totals. . .
$293,963 98
12,335 66
45,023 10
• 50,174 67
$401,497 41
$314,430 35
14,182 09
38,550 64
49,070 14
$416,233 22
127,655 68
54,579 33
4,436 33
84,057 41
$170,728 75
$24,946 23
60,158 41
5,222 16
70,S58 18
$161, 1S4 98
342 City Document No. 35.
Property Owned by the Street Cleaning and Watering Service.
South Boston.- — Lease of stable at No. 162 West Second street.
East Boston. — Part of stable on East Eagle street (leased by
the Highway Division).
Charlestown. — Part of stable at No. 263 Rutherford avenue
(in charge of Sanitary Division); office building, Rutherford
avenue.
Roxbury. — Part of stable on Highland street (in charge of
Sanitary Division). Oil plant in Sanitary Division yard on
Highland street.
South End.- — Part of stable at No. 650 Albany street (in
charge of Sanitary Division).
West Yard. — Part of stable on North Grove street (in charge
of Sanitary Division).
Back Bay.— Lease of land No. 62 Piedmont street; booth
loaned by Election Commissioners used as office on the above
land. Oil plant in Sewer Division yard on Hereford street.
Dorchester. — Oil plant in Sewer Division yard, Gibson street.
Brighton. — Oil plant in Highway Division yard, Chestnut
Hill avenue.
Steeet Department — Sanitary Division. 343
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City Document No. 35.
Contracts for Furnishing Carts for Watering and Oiling Streets, 1910.
District.
Contractor.
Price.
$5
18
5
40
5
40
5
25
5
00
4
94
5
15
5
00
5
25
Term.
Paid under
Contract.
$8,108
00
2,448
90
4,031
10
3,764
26
4,471
00
7,988
90
8,445
99
8,540
00
11,272
20
1. South Boston. . .
2. East Boston ....
3. Charlestown ....
4. Brighton
5. West Roxbury . .
6-9. Dorchester
7. Roxbury
8. South End
10. North & West Ends,
Thomas F. Lynch
J. P. O'Riorden
J. P. O'Riorden
J. H. McCarthy
M. McGuiniss & Co. . ,
John H. Winsloe
James E. Noble
Joseph E. McGreevey
William Gilligan Co. .
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
April 1 to Dec. 1, 1910
Distribution of Horses and Rolling Stock.
Items.
Districts.
South
Stable.
West
Yard.
Total.
Cart horses
Driving horses
Carts, single
Carts, watering. . . .
Machines, single. . .
Machines, double . .
Machines, road. . . .
Machines, flushing.
Wagons, express. . .
Wagons, Concord. .
Snow plows
Buggies
10
1
8
1
49
6
68
13
8
21
4
4
1
4
3
6
35
1
24
2
132
15
139
20
9
40
4
4
4
6
8
11
Amount of Hay, Straw, Oats and Shorts Used by the Street
Cleaning and Watering Service for the Year 1910-11.
Price Paid.
Amount Used. Highest. Lowest.
Per Ton.
Hay 737,264 lbs. $24 25 $19 50
Straw 80,667 " 21 50 13 50
Shorts 15,500 " 29 00 24 00
Per Bushel.
$0 56 $0 40|
Oats
19,940 bu.
Street Department — Sanitary Division. 345
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City Document No. 35.
Snow Work for all Districts.
Crossings and Gutter Work and Snow Removal.
Inspection
and Labor,
Crossings
and Gutters.
Inspection
and Labor
and Teaming,
Snow
Removal.
Loads
of Snow
Removed.
Cubic
Yards of
Snow
Removed.
Cost
per Load
Removed.
Cost
per Cubic
Yard
Removed.
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* $23,770 02
1 21,783
53,989
$1 091
$0 44
* Time and one-half allowed for Sundays and holidays,
f 4,467 loads removed by Sanitary Service teams.
Push Cart Patrol, by Districts.
District.
Inspection,
Labor and
Teams.
Barrel
Loads
Removed.
Cubic
Yards
Removed.
Cost per
Cubic
Yard.
Cost per
Barrel.
1
$2,120 81
956 25
1,788 76
5,486 83
7,300 46
52,099 61
5,849
2,484
3,475
16,221
12,252
116,238
758
322
450
2,103
1,588
15,068
$2 80
2 97
3 97
2 61
4 59
3 46
$0 362
2
385
3
515
7
338
10. Patrol system . . .
11
596
448
Totals
$69,752 72
156,519
20,289
$3 40
$0 441
Capacity of barrels .
Waste barrels emptied
Subway barrels emptied
Total barrels
Rubbish boxes emptied
cubic feet
13,298
289
13,587
24,439
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City Document No. 35.
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Street Department — Sanitary Division. 349
Street Oiling, Terra Colia, 1910.
,2
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$0 00353
SO 02118
* Six hundred eighty-eight dollars not included in above table was for oil wasted by
defective car and not used.
Remarks. — No terra colia was used after August 17, 1910. At the beginning of the
season about 475,000 square yards were treated once; only 233,151 square yards of this
area were treated regularly to August 17, with an average number of 4.1S8 treatments.
The streets not treated regularly with terra colia were subsequently treated with other
dust preventives.
Dry Calcium Chloride.
During the month of January, 1911, when the temper-
ature was below 32 degrees (freezing), and the streets
somewhat dry and dusty, calcium chloride was used as
a dust preventive. It proved to be satisfactory but the
cost was somewhat high. About 51,266 square yards in
District 8-10 were treated, at a cost of $0.0036 per
square yard for one treatment. In applying it to the
street two parts calcium chloride and one part sand
were used, said mixture being distributed by a spreading
machine.
350
City Document No. 35.
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352 City Document No. 35.
APPENDIX E.
REPORT OF THE CHIEF ENGINEER OF THE
SEWER DIVISION.
Boston, January 31, 1911.
Mr. L. K. Rourke,
Superintendent of Streets:
Dear Sir, — In the following communication I will
make mention of the most important items of work only,
done by the Sewer Division of the Street Department
during the year 1910, and will also mention under the
head of each district the more important work which
it is contemplated to do the coming year:
City Proper.
The beginning of the conversion of the existing system
in the Back Bay to the separate system is marked by
the building of a sewer in Dartmouth street, between
Beacon and Boylston streets, which is the sanitary main
for the Dartmouth, Clarendon, Berkeley and Church
streets district.
In Stuart street extension and Arlington street extension
sewers and surface drains have been built by the Park
Square Trust and released to the city. This is the
beginning of the development of the Providence Station
site.
The old wooden sewer in North Market street has been
replaced by one of concrete. Owing to the crowded
condition of the street this work was done by the "cut
and cover" method, with very little inconvenience to
abutters or to travel.
Contemplated.
The sewer now building in Dartmouth street should be
extended across Huntington avenue through St. James
street and the extension thereof and Providence street
to connect with the system already built in Park square
Street Department — Sewer Division. 353
and awaiting an outlet. It will also have to be extended
in Berkeley street to Columbus avenue and through
Blagden and Exeter streets to improve the drainage
conditions in the vicinity of the Boston Athletic Asso-
ciation and the Hotel Lenox.
The Back Bay outlets in Church, Berkeley, Dartmouth,
Fairfield and Hereford streets, between Beacon and
Back streets, should be rebuilt and enlarged to a size to
correspond with the connections built from the marginal
conduit to Back street by the Charles River Basin
Commission.
The district regulator on the west side intercepting sewer
should be removed from Cambridge street to a point
above Fruit street, and individual regulators built on
the Cambridge and Fruit street sewers to diminish the
amount of polluted overflow into the Charles River
Basin.
Roxbury.
Surface drains have been built in Brookline avenue
and the Fenway up to Worthington street, and in Vila
street and Longwood avenue. A complete separate system
of sewers has been built in Tremont street, between
Whittier and Cunard streets, and in Wiridsor street,
Shawmut avenue, Madiso?i street, Ball, Greenwich, Cabot,
Davenport and Haskins streets.
Contemplated.
The separation of the system should be continued in
Vernon street and Washington street, between Williams
and Dudley streets, and in the short streets between
Tremont street and Columbus avenue as far north as
Cunard street, and in Huntington avenue from the
Brookline line to Wait street.
Dorchester.
A separate system of sewers has been built in Kilton
street, between Harvard and Faxon streets, and in Faxon
street, between Kilton and Washington streets; also in
Geneva avenue, between Bowdoin street and Blue Hill
avenue.
The separation of the system in Talbot avenue has
been completed by the building of a deep sanitary sewer
between Helen street and Blue Hill avenue, low enough
to drain all the existing buildings.
354 City Document No. 35.
A surface water conduit for a branch of Tenean creek
has been built in private land, between Westville and
Speedwell streets.
The Kimball street overflow, a relief outlet for the
district and for the Dorchester intercepting sewer, has
been extended 268 feet.
Contemplated.
Two large items of work for 1911 are the improvement
of Davenport brook, between Adams and Magdala streets,
and of Mattapan brook, between the New York, New
Haven & Hartford Railroad and West Selden street, —
in both cases by the building of a large covered concrete
conduit.
A similar but smaller project is the building of a con-
crete surface drain for the Coleman street branch of
Freeport street brook.
Separate systems of sewers should be built in Wash-
ington street, between Harvard and Park streets, in
Blue Hill avenue, between Canterbury and Glenway
streets, and a system of sanitary sewers in the Rugby
district.
West Roxbury.
Stony brook conduit, sections 6 and 7, was built from
a point 140 feet south of Lotus place nearly to Morton
street; the Roslindale brook conduit from Aldrich street
to Anawan avenue; Hewlett street brook conduit, from
Farquhar street to Montclair avenue; the Canterbury
branch of Stony brook was improved from Asylum road
to Harvard street by excavating an open channel and
building large concrete culverts at street crossings A
separate system of sewers was built in Hyde Park
avenue, from Hadwin way to the Hyde Park line.
Contemplated.
The completion of section 7 of Stony brook to a point
in Hyde Park avenue, 75 feet south of Tower street;
section 8 of Stony brook conduit, extending from the point
last mentioned through Hyde Park avenue to Walk Hill
street, thence across private land and the New York,
New Haven & Hartford Railroad and Washington street
to a junction with the open channel, 300 feet west of the
New York, New Haven & Hartford Railroad Bridge;
Street Department — Sewer Division. 355
Temple street brook conduit from Hillcrest street to the
Metropolitan sewer; Auburn street brook conduit in
Fresno, Auburn and Alder streets, between Roslindale
brook and Washington street; surface drain in Gilman
and Sutton streets; separate system of sewerage in
Spring street, between Charles river and Baker street.
Brighton.
A long concrete surface drain was built in Market
street and Chestnut Hill avenue, between Henshaw street
and Wallingford road; a pipe surface drain in W ailing -
ford road, between Chestnut Hill and Commonwealth
avenues.
Contemplated.
A large concrete surface drain conduit for the easterly
branch of Shepard brook, between the old tidal creek and
North Harvard street. This will be the surface water
outlet for a large portion of the Brighton territory.
Telford street surface drain outlet in Charles river
reservation and Telford street, between the Charles river
and Western avenue, — a large concrete conduit.
Commonwealth avenue culvert under Boston & Albany
Railroad about 600 feet west of Essex street.
Salt creek conduit under Boston & Albany Railroad
at Salt creek.
Separate system of sewers in Hunnewell avenue and
Burton street, between Atkins street and the Newton
line; also in Market street, between Western avenue and
Boston & Albany Railroad, and in Waverly street, between
Western avenue and Lincoln street.
East Boston.
The Porter street outlet was completed up to Cottage
street; house sewers and surface drains built in Addison
street, between Pope and Saratoga streets.
Contemplated.
A separate system of sewers in Orient avenue, between
Farrington avenue and Tower street; separate system
of sewers in Geneva street, between Gove and Maverick
streets, and outlet to Cottage street; also in Ashley street,
between Boardman street and the existing; sewer.
356 City Document No. 35.
South Boston.
The largest item of work done in South Boston was
the extension of the Kemp street overflow, a distance of
93 feet.
Contemplated.
Further extension of the Kemp street outlet to deep
water; also the Vale street outlet; the beginning of the
sewers for the drainage of the fish pier on Commonwealth
flats; the shifting of the district regulator on the South
Boston intercepting sewer from its present position at
Mt. Washington avenue and Kemp street to the corner
of Vale and Ninth streets.
Respectfully,
E. S. Dork,
Chief Engineer Sewer Service.
The work of the division is carried under chapter 3,
City Ordinances, 1908, and chapter 47, Revised Ordi-
nances, 1898, and the following statutes:
Chapter 426 — 1897, as amended by 450 — 1899 and 268 —
1903.
Chapter 383 — 1903, as amended by 464 — 1907.
Chapter 485 — 1907.
Chapter 550 — 1907.
Chapter 204 — 1908.
Chapter 514 — 1908.
The Duties of the Sewer Division.
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 examination of the plans of other corporations
proposing to construct works in public streets with
reference to their probable interference with sewerage
works.
Street Department — Sewer Division. 357
Total number of employees on pay roll February 1 ,
1910 . 621
Total number of employees on pay roll February
1, 1911 . 637
Total amount of weekly pay roll February 1,1910, *$10,181 35
Total amount of weekly pay roll February 1, 1911, 10,670 18
Total amount of monthly pay roll February 1,
1910 ..... ... 617 00
Total amount of monthly pay roll February 1,
1911 .... .... * 617 00
Average weekly pay roll, including monthly roll,
for fiscal year amounted to ... . 10,561 24
Charged as follows:
Maintenance f $3,773 99
Sewerage works . . . . . 1,926 93
Separate systems of drainage . . 4,860 32
Average number of men employed .... 635
Average number of horses maintained by the
division during the year 50
The rate of wages per day to common laborers . $2 25
* Of this amount there was charged on account of snow to the Sanitary and
Street Cleaning: Division $2,400 78
Highway Division 341 71
82,742 49
Includes sum charged to Street Cleaning Division $26 57
And abolishment of grade crossings 1,353 14
$1,379 71
358
City Document No. 35.
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Street Department — Sewer Division. 359
MAINTENANCE EXPENDITURES, FEBRUARY 1, 1910, TO
JANUARY 31, 1911.
Sewer Division.
Improved Sewerage.
Pumping station, inside $55,019 44
Pumping station, outside 21,204 25
Pumping station, engines 22,535 11
Pumping station, boilers 16,429 24
$115,188 04
Moon Island . 13,700 95
Main and intercepting sewers 20,825 64
Office salaries 3,000 00
Stony Brook.
Maintenance
$152,714 63
2,412 63
Miscellaneous Maintenance Charges.
Cleaning catch-basins 35,347 58
Yard and lockers 2,477 84
Employed at yards 20,676 65
Horses, carts, harnesses, etc $21,702 11
Teaming . • 16,632 51
Less amount earned by division teams
Automobiles
Cleaning sewers ....
Office salaries ....
Office expenses ....
Culverts, repairing and maintaining
Repairing department buildings
Repairing catch basins, South Boston
Repairing catch basins, East Boston
Repairing catch basins, Charlestown
Repairing catch basins, Brighton
Repairing catch basins, West Roxbury
Repairing catch basins, Dorchester
Repairing catch basins, Roxbury
Repairing catch basins, city proper
Repairing sewers, South Boston
Repairing sewers, East Boston
Repairing sewers, Charlestown
Repairing sewers, Brighton
Repairing sewers, West Roxbury
Repairing sewers, Dorchester
Repairing sewers, Roxbury
Repairing sewers, city proper
Fuel and oil .
Hardware, tools, etc.
Engines and boilers
Sundries and miscellaneous charges
538,334 62
24,013 50
51,468 77
685 94
1,109 S3
529 16
58 09
434 77
1,054 30
986 88
1,703 59
1,668 13
701 32
487 77
79 22
2,033 01
1,731 69
1,606 48
1,170 83
2,777 31
14,321 12
4,227 42
23,785 16
12,439 29
3,171 27
20,287 09
1,554 62
5,903 27
334 07
5,133 53
Carried forward $304,786 17
360
City Document No. 35.
Brought forward ....
Damages, claims and medical attendance
Telephones
House connections
Rubber goods .
Gatehouse, Fenway
Stock
Boston Elevated Railway Company
Credit.
Amount earned by division engines
Stock transferred and used on construction
Rubber goods transferred and used on con-
struction
Fuel and oil transferred and used on construc-
tion
Hardware, tools, etc., transferred and used on
construction
$304,786 17
1,502 19
1,636 25
6,116 10
2,121 12
304 28
22,304 95
771 51
,542 57
$2,323 00
20,831 52
1,159 00
569 00
2,119 00
27,001 52
$312,541 05
Amount Collected by City Collector and Credited to Appropriation for Sewer
Division Maintenance, February 1, 1910, to January 31, 1911.
Boston Water Department ....
Transit Commission
Park Department
Boston Elevated Railway Company .
Boston Safe Deposit and Trust Company .
Penal Institutions Department .
Street Cleaning Division ....
Highway Division
Sanitary Division
New York, New Haven & Hartford Railroad
John Hancock Insurance Company .
Edison Electric Illuminating Company
New England Telephone and Telegraph Company
Abolishment of grade crossings ....
Appropriation for 1910-11
Collections for 1910-11
Balance to City Treasurer
$111 67
153 50
5 34
676 08
125 67
27 89
1,813 85
53 32
450 01
30 80
125 66
109 88
22 19
210 24
$3,916 10
$310,000 00
3,916 10
$313,916 10
1,375 05
$312,541 05
Sewer Division. — Main
tenance
Expenditu
re, Detail,
1910=11.
Accounts.
Total
Expenditure.
Labor.
Contracts.
Teaming.
Insurance.
Waste.
Coal.
Oil and
Gasolene.
Packing.
Valves.
Car
Fares.
Stable.
Pipe Fittings
and
Miscel-
laneous.
Towing.
$55,019 44
21,204 25
22,535 11
16,429 24
13,700 95
3,000 00
21,095 64
$22,162 73
12,128 31
17,937 31
14,976 00
9,821 33
3,000 00
14,159 45
$1,440 00
3,038 00
1,013 76
$418 81
$314 00
$26,013 34
$36 70
$632 21
$4,001 65
1,913 21
606 92
1,453 24
1,269 04
$2 21
$81 85
$1,498 70
$2,541 97
1,273 35
$784 83
918 94
1,134 00
*
140 30
10 25
288 03
22 54
555 60
459 80
2,279 92
52 88
199 54
17 00
96 50
171 08
24 78
1,154 39
2,940 10
Credit.
Main and intercepting sewers:
Amount earned by depart-
S152.9S4 63
270 00
$94,185 13
202 50
$8,905 6.8
$55 09
$758 71
$341 25
$26,397 87
$1,503 67
$784 83
$1,551 15
$662 23
$3,112 89
67 50
$12,184 16
$2,541 97
$152,714 63
$93,982 63
$8,905 68
$55 09
$758 71
$341 25
$26,397 87
$1,503 67
$784 83
$1,551 15
$662 23
$3,045 39
$12,184 16
$2,541 97
Street Department — Sewer Division. 361
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City Document No. 35.
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363
1 *
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364
City Document No. 35.
Recapitulation. — Maintenance Detail, 1910=11.
-
Improved
Sewerage.
Outside
Improved
Sewerage.
Totals.
$94,185 13
8,905 68
55 09
758 71
* 341 25
* 26,397 87
* 1,503 67
*784 83
1,551 15
662 23
3,112 89
* 2,541 97
12,184 16
$101,283 42
35,337 90
7,809 72
$195,46S 55
Contracts
Teaming, hired and city
44,243 58
7,864 81
■ 758 71
Fuel
Oil
49 70
1,158 80
431 64
390 95
27,556 67
1,935 31
784 83
1,551 15
Car fares and traveling expenses
Horses, etc
Pipe fittings and miscellaneous
848 75
13,212 29
1,510 98
16,325 18
2,541 97
12,184 16
1,402 63
1,636 25
3,663 42
44,006 92
1,402 63
1,636 25
3,663 42
44,006 92
Cbedits.
Improved Sewerage.
Labor $202 50
Stables 67 50
$152,984 63
270 00
$210,841 44
51,015 02
$363,826 07
Outside Improved Sewerage.
Labor $18,010 12
Miscellaneous 33,004 90
51,285 02
$152,714 63
$159,826 42
$312,541 05
* Waste.
3,150 pounds at 9c. and 10c.
325 pounds at 8c
* Towing.
Boston Tow Boat Company.
Eastern Dredging Company.
Sanitary Division
* Coal.
7,119 tons, 1,009 pounds soft.
93 tons, 390 pounds hard. .
1 cord wood
$315
26
25
00
$341
25
$1,944
450
147
00
00
97
$2,541
97
$26,013
377
7
34
03
50
$26,397
87
* Packing.
964 pounds packing at 40c. to $2, $784 83
*Oil.
1,800 gallons engine at. .
796 gallons cylinder at.
207 gallons sperm at. . .
33 gallons lard at. . . .
3,360 pounds grease at. .
$0 24
32
88 and 90
1 08
12
$1,503 67
Street Department — Sewer Division. 365
Coal at Pumping Station.
Date.
Contractor.
Tons.
Paid in 1910-11.
Per Ton.: Totals.
Feb. 4.
March 16.
May 5 .
June 3 .
July 18.
Aug. 29 .
Dec. 16.
Jan. 7.
Batchelder Brothers
Bader Coal Company (lighter
"P. N. Co. No. 9")
(Teams)
(Barge "Harrisburg") .
Darrow, Mann Company (barge
"Grace")
Batchelder Brothers
Darrow, Mann Company (barge
"Edith")
Batchelder Brothers
Darrow, Mann Company (barge
"Dora")
Darrow, Mann Company (barge
"Grace")
Totals
110.709
17.924
l,072J|f8
Less penalty 16c.
1 K91 50 7
1
l,497 5 V3 3 o-
1
l,426Af-JJ
1.470IM!
S4 00
3 271
3 27
3 27
3 76
4 00
3 70
4 00
3 76
3 76
$4 00
3,756 44
5,719 81
4 00
5,629 41
4 00
5,364 86
5,530 82
7,120 2 Vj 3 B
$26,013 34
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City Document No. 35.
Sewerage Works Loan, 1910=11, Detail.
Engineers' salaries, general, including chief inspector
Surveyors, weekly
Surveyors, monthly
Amount charged to construction of sewers
Total engineers' salaries
$16,251 57
6,144 51
. 833 00
$23,229 08
4,515 27
$27,744 35
Engineers' Expense.
Labor ....
City teams
Car fares
Rubber goods
Photos ....
Stationery and supplies
Borings . . . .
Printing ....
Total
$288 61
39 50
166 05
46 71
50 00
2,388 62
577 65
175 76
53,732 90
Court Executions and Awards on Account of Land-Takings, Etc.
W. H. Shuffield, Fairview street, court execution . _ .
F. B. Viaux, Stony brook improvement, court execution
Natick Five Cents Savings Bank, Talbot avenue high level
sewer, court execution
Dennis S. Ryan, Walk Hill street, court execution
G. M. Bryne Company, Florence street brook, court execu
tion
Ellen T. Norton, Stony brook, Street Commissioners' award
William J. Barry, Westland entrance, court execution .
C. J. Jacobs, Wachusett street, court execution
J. McMorrow, Fessenden street, court execution .
T. J. Shea, Avalon road, court execution
W. J. Gaffney, Trustee, Putnam and Glendon streets, court
execution
Mary Demarchi, Ashley street, Street Commissioners' award
D. Marr & Son, Malta street, court execution
P. Meehan, Stony brook, Street Commissioners' award
J. E. Strauss, Hewlett street brook, Street Commissioners
award
J. A. Rooney, Florence street, court execution
E. Graham, Stan wood street, court execution _
James McGovern, Adams street, court execution
George J. Regan, Harold street, court execution
George J. Regan, Fremont place, court execution
R. Eagar, Walnut avenue, court execution
D. E. Coleman, Malcolm and Central streets, court execution,
$392 60
521
95
187
28
702
60
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462
61
624
85
432
88
527
43
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00
63
13
100
00
270 00
555
93
400
00
638
21
404
05
362
30
312
27
266
00
Total
$9,788 88
Street Department — Sewer Division. 373
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Separate Systems of Drainage Loan, 1910=1911. Detail Engineering
Account.
Engineers' salaries, general ....
Amount charged to construction of sewers
Total engineers' salaries
$43,293 78
17,969 77
$61,263 55
Engineers' Expense.
Labor
Teaming
Rent
Car fares
Borings .
Supplies .
Photos
Towels .
Electricity
Lumber .
Coal
Hardware, paint, etc
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113 22
108 00
1,004 95
1,550 64
526 91
175 20
19 20
10 30
238 83
5 73
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Total
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Street Department — Sewer Division. 393
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397
Catch=basins Built, 1910-11.
District.
Contract.
Day
Labor.
Rebuilt.
Contract.
Day Labor.
5
26
65
18
8
*1
1
29
17
S
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21
9
Totals
54
152
5
Total catch-basins built, 211.
* Paid Boston Elevated Railway Company,
t One paid Boston Elevated Railway Company.
Entrance Fees, Permits and Assessments.
Entrance fees to the amount of $5,124.40 have been
deposited with the City Collector for collection from
estates upon which no sewer assessment was ever paid,
in accordance with the Ordinances of 1908, chapter 3,
section 11.
Bills for sewer assessments amounting to $934.62
have been deposited for collection, representing those
estates assessed under chapter 456 of the Acts of 1889
and amendments thereto, which have been connected
during the year with the sewers for which they were
assessed.
Three thousand two hundred and forty-six permits
have been issued, viz. : 679 to district foremen, 135 to
contractors and 2,432 to licensed drain layers, for repair-
ing or laying house drains. The work done under these
permits has been inspected and a record of the same
made on the plans of this division, in accordance with
the provisions of the Ordinances of 1908, chapter 3.
Plans for the assessment of estates for sewer con-
struction have been furnished the Street Commissioners,
representing 31,311 feet of sewers and appurtenances,
costing $162,774.
398
City Document No. 35.
Rates Paid for Hired Machinery.
Bull wheel derrick and engine
Pumping engine
Carson trench machine, complete
Carson trench machine, without engine
Eight-inch centrifugal pump
Pulsometer
Electric motor
$150 00 per month.
3 00 per day.
170 00 per month.
125 00 per month.
2 00 per day.
2 00 per day.
1 00 per month.
per horse power
Cost of Maintaining all Horses in the Sewer Division, February 1,
1910, to January 31, 1911.
Items.
Total Cost.
50 Horses,.
Average Cost
per Day.
Labor
Hay and grain
Shoeing
Veterinary services and medicine
Stable goods
Totals
$12,077 82
8,061 59
1,430 88
599 08
213 01
$0 66
44
078
03
01
$22,382 38
$1 226
Summary of Sewer Construction for the Year Ending January
31, 1911.
District.
Built by the
City by
Contract or
Day Labor.
Built by
Private
Parties.
Total Length
Built.
City proper
East Boston.. .
Charlestown . . .
South Boston . .
Roxbury
West Roxbury.
Dorchester ....
Brighton
Totals.
Linear Feet.
4,772.36
5,896.45
Linear Feet.
6,129.60
1,139.54
22,728.29
30,182.43
36,657.64
13,354.39
114,731.10
162.82
705.36
2,433.78
4,368.85
3,251.21
17,051.62
Linear Feet,
10,901.96
5,896.45
1,302.36
23,433.65
32,616.21
41,026.49
16,605.60
131,782.72
Street Department — Sewer Division.
399
Summary of Sewer Construction for Five Years Previous to
February 1, 1911.
1906.
1907.
1908.
1909.
1910.
Built by the city by contract or
Linear
Feet.
103,823.72
9,641.49
Linear
Feet.
79,340.46
11,590.87
Linear
Feet.
53,803.78
7,744 . 30
Linear
Feet.
101,073.47
11,606.97
Linear
Feet.
114,731.10
17,051.62
Totals..
113,465.21
90,931.33
61,548.08
112,680.44
131,782.72
Schedule of Sewers Built to Date in the City of Boston,
February 1, 1911.
District.
Length of
Sewers Built
During the
Year Ending
January
31, 1911.
Length of
Sewers Re-
built or
Abandoned
During the
Year Ending
January 31,
1911.
Additional Length
of Sewers for the
Year Ending
January 31, 1911.
City proper
East Boston. . .
Charlestown. . .
South Boston. .
Roxbury
West Roxbury.
Dorchester
Brighton
Linear Feet.
10,901.96
5,896.45
1,302.36
23,433.65
32,616.21
41,026.49
16,605.60
Linear Feet.
1,803.12
Linear Feet.
9,098.84
5,896.45
206.45
3,481.18
637.85
1,857.89
209.29
1,095.91
19,952.47
31,978.36
39,168.60
16,396.31
Miles.
1.72
1.12
0.21
3.78
6.06
7.42
3.11
Totals 131,782.72 8,195.78 123.5S6.94
Total length built previous to January 31, 1910
Length of common sewers
Length of metropolitan intercepting sewers.
Length of intercepting sewers
Total
23.42
734.72
758.14
6. SI
24.12
7S<) H7
Total mileage of streets containing sewerage works .
489.03
400
City Document No. 35.
Table of Approximate Quantities, Lifts and Duties at Calf Pasture Pumping
Station, 1910-11.
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.
1910.
February
March
April
May
June
July
August
September ....
October
November. . . .
December
1911.
January
3,007,240,000
2,922,915,000
2,697,436,000
2,463,131,000
2,804,858,000
2,474,077,000
2,465,257,000
2,402,097,000
2,492,827,000
2,568,074,000
2,637,530,000
2,803,064,000
107,401,000
94,288,000
89,915,000
79,456,000
93,495,000
79,809,000
79,524,000
80,070,000
80,414,000
85,602,000
85,082,000
90,421,000
91,821,000
79,918,000
71,550,000
66,638,000
67,225,000
68,612,000
70,079,000
66,513,000
63,057,000
68,720,000
65,423,000
74,862,000
139,643,000
143,197,000
120,171,000
100,676,000
136,250,000
95,263,000
97,506,000
100,576,000
99,269,000
129,696,000
116,687,000
111,678,000
37.2
37.6
37.7
38.0
38.1
38.1
38.4
38.3
38.4
38.4
38.8
39.3
91,210,000
91,215,000
95,120,000
96,168,000
94,771,000
100,414,000
101,607,000
97,560,000
96,601,000
92,175,000
91,788,000
Total....
Averages .
31,738,506,000
87,123,000
71,202,000
115,884,000
38.2
*94,736,000
* Average from yearly quantities.
Records from plunger displacement.
Average slip for the year about 12 per cent.
Calf Pasture Pumping Station.
This plant contains the following sewage pumping
units :
One vertical, beam and fly-wheel, triple expansion
engine of the Leavitt type; cylinders, 18| inches, 33
inches, 52f inches in diameter; two single acting pump
plungers, each 60 inches in 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, 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.
Street Department — Sewer Division. 401
Two horizontal, duplex, tandem-compound engines
of the Worthington type; cylinders, 21 inches, 36 inches
in diameter; two double acting pump plungers, 45 inches
in diameter and 48-inch stroke; capacity of each engine,
25,000,000 gallons in twenty-four hours with 40-foot
lift.
A contract has been made for two steam turbine
centrifugal pumps of 56,000,000 gallons capacity each
in twenty-four hours with a 40-foot lift. These pumps
are to take the place of the two Worthington pumps,
which are worn beyond repair after twenty-seven years
of service.
The following are the principal additions, alterations
and repairs made during the past year at the Calf Pasture
pumping station :
At the gate house the cages have been supplied with
new chains, counterbalance rods and links and new cast-
iron guards at lower ends of south cage guides.
A new gallery has been erected under the floor, con-
sisting of new cast-iron brackets, channel iron, platform
and hand rail; and the new main sluice gate, purchased
last year, has been put in place in the south sewer.
The side walls and outer pier in main sewer have been
raised with concrete 2 feet in order to extend stop
planks higher.
A new floor has been laid in the stable and the outside
of the building painted.
In the main building a new inside stuffing box has
been put in No. 1 pump and a new composition sleeve
on plunger rod of No. 2 pump.
A new connection has been made on steam line of
No. 1 and No. 2 into low pressure line in engine room in
preparation for removal of old line.
No. 1 pump has been removed in preparation for new
unit.
Old main steam header for No. 3 and No. 4 pumps has
been replaced with new one.
Main bearing of No. 4 engine has been rebabbited.
A new 5-inch injection valve was put in line to No. 4
condenser.
A new composition cone, and nozzle was put in con-
denser of No. 5 engine.
A new composition float was made for tell-tale in No.
5 pump well.
The crank-pin box of No. 1 dynamo engine was
402 City Document No. 35.
rebabbited and new valve stems with metallic packing
put in both No. 1 and No. 2.
The commutator of No. 2 was trued up by turning
in place.
A new 9-inch steel tee and 12-inch cross have been
put in main steam line, and a reducing valve in heating
line with a pop safety valve to protect heating system
from overpressure.
A new set of valves was put in No. 1 feed pump, the
old set refaced and put into No. 2, leaving a spare set
refaced at hand.
New relief valves have been put in feed lines and
governor valves in steam lines to the oil pumps.
The centrifugal injection pumps have been connected
up to steam, exhaust and water piping.
The boiler pop valves have been reground and set at
pressure carried and the main stops reground and one
new one put in.
Galleries have been placed under upper windows
on both sides of engine room and a cabinet built
inclosing the main switch board of pump well gate
motors.
The old temporary boiler house has been raised and
the ground filled in and graded.
The coal run has been replanked and sheathed and
two new coal cars put in service, replacing worn-out
cars.
All gates in pipe chamber have been renewed and four
spare ones made.
New poles have been set in concrete along the foot
of deposit sewer embankment and new wiring put on
same.
The west shaft house has. been repointed inside and
out, new gutters put on and two ventilators put in
roof.
The sludge scow has been rebuilt according to speci-
fications of survey and a 2^-inch Edson pump installed
aboard.
New scraper chains have been placed in deposit
sewer, a new idler sheave, shaft and guides in north
deposit sewer, and a patch put in furnace of boiler
operating the carrier gear.
One hundred and eighteen loads of sand were removed
from No. 1 pump well after the removal of pump No. 1.
Street Department — Sewer Division.
403
Moon Island.
At Moon Island it has become necessary to renew
the twenty gates in the six-foot gallery which are used
to control the flow and discharge of the sewage. These
gates have been worn out by twenty-seven years of
service and are being replaced by gates operated by
compressed air. Ten were contracted for and delivered
and five of them have been installed, two upper and three
lower, at basin No. 1 of the reservoir.
A new hot water heating system for the gatehouse
has been installed.
Cost of Pumping.
Average cost per million foot-gallons for pumping:
Volume (31,738.5 million gallons) by (= times) lift
(38.2 feet) = 1,212,411 million foot-gallons for the year.
Labor cost included in the totals is based upon the
following force of fifty-one men:
One superintendent, one clerk, one storekeeper, one
oil man, one electrician, one carpenter, one blacksmith,
two machinists, six laborers and four "engineers'
watches," each including nine men.
Cost of city water not included.
Items.
Cost.
Cost per
Million Foot-
Gallons.
$51,016 98
17,117 63
1,624 05
2,462 21
6,061 SI
$0 04208
Coal
01412
001.34
Rubber valves and packing
00203
00500
Totals
$78,282 68
$0 06457
$0 00335
Main Drainage Yard.
Number of gates, regulators, sumps and overflows to
be cleaned and cared for. These are under constant
404
City Document No. 35.
inspection and are cleaned after every storm or heavy
rise of sewage due to other causes :
District.
Gates.
Regulators.
Sumps.
Overflows.
Brighton
42
24
47
88
62
49
43
15
9
18
15
2
4
17
11
19
41
11
25
11
23
12
26
City proper
42
18
21
20
Number of penstock and flushing gates .
Regulators repaired
Tide gates repaired
Manholes repaired
Manhole steps put in.
19
40
175
81
50
Tide gates cleaned 6,321
Regulators cleaned « 2,750
Overflows cleaned 220
Sumps cleaned 2,900
Penstock and flushing gates cleaned, oiled and repaired 35
Average Daily Amount of Sewage Received at Moon Island
Reservoir. Gallons.
1906 .... 80,241,046
87,661,058
1907
1908
1909
1910
83,376,502
82,378,000
74,432,000
Amount of Sludge Received and Removed from Deposit Sewers
from February 1, 1910, to January 31, 1911, Inclusive.
Month.
Cubic
Yards
Received.
Cubic
Yards
Removed.
1910.
189
322
552
792
766
407
296
617
223
388
409
485
255
225
525
525
675
675
525
525
300
225
150
320
March
2,491 cubic yards.
April
May
November
1911.
Sludge in sewers February 1, 1911,
3,012 cubic yards.
Totals
5,446
4,925
Table Showing Cost of Cleaning Sewers by Contract, 1910=11.
Poplar street
Chadwick street
St. Stephens street
Florence street
Ashland street
Portland street
Talbot avenue
Commercial street
Prince street
Harrison street
Brook street
Beverly street
Mai ion street
Market and Canal streets
Canal street relief sewer
Canterbury branch, Stony brook
Public Alley No. 444
Blossom street
R. A. Nagle
R. A. Nagle
R. A. Nagle
R. A. Nagle
James L. Pierce & Co
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
R. A. Nagle
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
James L. Pierce & Co.
Length and Sizes.
2,165.14 ft. 15 in., pipe, to 24 in. by
36 in., brick.
906.7 ft. 30 in. by 12 in., brick, and
12 in. and 18 in., pipe.
1,218.77 ft. 30 in. and 24 in., brick,
1,748.64 ft. 12 in., pipe, to 2 ft. bv
3 ft. 8 in., brick.
990 ft. 15 in., pipe, to 20 in. by 26 in.,
brick.
850 ft. 3 ft. 6 in., brick and iron
pipe.
2,372.73 ft. 30 in. by 32 in., brick
581 ft. 2 ft. 4 in. by 3 ft. 6 in., brick,
347 ft. 15 in., pipe, to 30 in. by 36 in.,
brick.
674 ft. 12 in., pipe
364.79 ft. 12 in., pipe
333 ft. 3 ft. by 3 ft., wood
413 ft. 12 in., pipe
754 ft. 3 ft. 6 in., brick, to 4 ft. 6 in.,
brick.
1,501.5 ft. 4 ft. 9 in. by 5} ft., brick,
1,788 ft. 10 ft. by 8 ft. 6 in., brick. .
545.9 ft. 12 in., pipe
399.55 ft. 20 in. by 24 in., brick
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$0,105
9
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30
.443
.11
26
.14
.095
9
.095
.16
26
.583
1.31
42
.152
.145
18
.22
.325
9
.263
.24
6
.15
.32
1
.154
.23
27
.575
.49
8
.272
.24
20
.205
.54
89
.421
.50
190
.483
.69
1.5
.093
.32
11
.48
1.0(3
S397 75
131 10
540 00
245 50
352 00
128 00
91 50
101 00
56 26
191 60
112 50
155 25
632 51
965 00
51 00
153 00
go
J227 34
99 74
134 00
166 OS
314 05
188 83
83 28
183 08
83 90
.'11 88
99 12
1(17 16
750 75
1,233 72
174 69
423 52
Hard gravel.
Bad si-wit.
Gravel and cement.
Grease and high water.
$78.91 extra for r
ing break.
Small outlet and rain
Badly stanked.
Old brickwork left
d brickwork left in — .^TSS'l'f ,N.
and settlement. /v *-V/^
PUBLIC
Street Department — Sewer Division. 405
Amount of Refuse Removed from Gatehouse from February 1,
1910, to January 31, 1911, Inclusive.
Month.
Pounds.
1910.
February
March
April
May
June
July
August
September
October
November
December
1911
January
Coal used in crematory = 44 |f£ri tons.
65,250
79,650
81,000
79,875
66,825
80,100
83,475
87,975
87,075
69,525
71,325
67,150
919,225 = 459 UU tons.
Rea! Estate in Charge of the Sewer Division.
Assessed Valuation.
Land.
Buildings.
Owned by City.
Sewer yard, 678 Albany street, South End
Sewer yard, Massachusetts avenue, near Albany street,
South End
Sewer yard, Western avenue, Brighton
Pumping station, Old Harbor Point, Dorchester
Land, buildings and reservoirs at Moon Island and
Squantum ■
Sewer yard, Child and South streets, West Roxbury
(occupied in common with Highway Division)
Pumping station, Lyons street. (Land.)
Gatehouse, Back Bay Fens
Sewer yard, Boylston and Hereford streets. (Occupied
in common with the Highway Division.)
$56,400
8,900
9,200
138,000
19,300
1,200
Leased.
Sewer yard, East Eagle street, East Boston. (Part of
rental paid by this division. Leased from trustees of
Glendon Company.)
Sewer yard, Old Harbor street and Columbia road, South
Boston. (Office building owned by Sewer Division.
Rented from Mary Creed.)
Sewer yard, Gibson street, Dorchester. (Buildings
erected by Sewer Division. Leased from trustees of
Gibson School Fund.)
86,900
61,000
5,200
7,000
$3,000
1,100
5,500
700,000
3,500
600
8,300
3,200
5,000
406
City Document No. 35.
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cubic yards, more or less, concrete
cubic yard.
6 linear feet, more or less, 10-inch pip
nished and laid at $1.35 linear foot.
5 linear feet, more or less, 8-inch pip
nished and laid at 97c. linear foot.
linear feet, more or less, 6-inch pip
nished and laid for chimneys at 15c.
Foot.
3 linear feet, more or less, of ex
aouse sewer or drain, including mar
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416
City Document No. 35.
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418
City Document No. 35.
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For laying 155 linear feet, more or less, 8-inch
pipe house sewer, including excavation and
refill, 75c. linear foot.
25, more or less, 6-inch to 10-inch pipe connec-
tions placed in new concrete or combined
concrete and channel pipe surface drains at
50c. each.
50 linear feet, more or less, of old house drain
relaid and reconnected, including excava-
tion and refill, at 35c. linear foot.
10 linear feet, more or less, of old catch-basin
drain relaid and reconnected, including ex-
cavation and refill, at 50c. linear foot.
10 linear feet, more or less, of old drain relaid,
other than house and catch-basin drain, in-
cluding excavation and refill, at 40c. linear
foot.
2 manholes, more or less, built on concrete or
combined concrete and channel-pipe surface
drains at $40 each.
27 manholes, more or less, built on pipe sewers
or surface drains at $30 each.
319 linear feet, more or less, of existing 12-inch
pipe taken up and removed at 10c. linear
foot.
3 manholes on existing 12-inch pipe sewer
taken down and removed at $3 each.
8 linear feet, more or less, of existing 4-foot cir-
cular brick conduit taken up and removed,
together with 8-inch bulkhead and 18-inch
pipe connection, the lump sum of $10.
1 connection made between existing 4-foot cir-
cular brick conduit and new 2-foot 3-inch
concrete conduit, together with the building
of 8-ineh brick bulkhead in the former, the
lump sum of $5.
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Steeet Department — Sewer Division. 419
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420
City Document No. 35.
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422
City Document No. 35.
Engineer's
Preliminary
Estimate.
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For laying 511 linear feet, more or less, 12-inch
pipe sewer 75c. linear foot.
For laying 391 linear feet, more or less, 10-inch
pipe sewer 75c. linear foot.
10 linear feet, more or less, of existing house
drain relaid at 50c. linear foot.
10 linear feet, more or less, of existing drain
relaid, other than house drain, at 50c. linear
foot.
5 manholes, more or less, built on sewer at $40
each.
1 or more old manhole inverts and walls rebuilt
and connected with new sewer at $20.
Foi making connection with existing 8-inch
pipe chimney, the sum of $5.
750 square yards, more or less, of existing stone
block pavement and flagstone removed and
deposited as directed at 50c. a square yard.
For furnishing earthenware pipe, estimated
value of one thousand forty dollars ($1,040) —
75 per cent from standard list prices.
Fuller Street.
5 cubic yards, more or less, earth excavation,
below grade, other than for underdrain and
pump wells, at 75c. cubic yard.
5 cubic yards, more or less, earth excavation
outside trenches at 75c. cubic yard.
50 cubic yards, more or less, rock at $4 cubic
yard.
5 cubic yards, more or less, gravel refill at $1
cubic yard.
2,000 feet, board measure, more or less, spruce
sheeting at $35 M. feet.
1,000 feet, board measure, more or less, spruce
platforms, etc., at $35 M. feet.
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424
City Document No. 35.
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City Document No. 35.
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250 cubic yards, more or less, earth excavation,
below grade, other than for underdrain, at
$1.50 cubic yard.
10 cubic yards, more or less, earth excavation,
outside trenches, at 75c. cubic yard.
1 cubic yard, more or less, rock excavation at
$1 cubic yard.
400 cubic yards, more or less, gravel refill at $1
cubic yard.
22,000 feet, board measure, more or less,
spruce sheeting at $15 M. feet.
10,000 feet, board measure, more or less,
spruce platforms, etc., at $35 M. feet.
For laj'ing 545 linear feet, more or less, 6-inch
pipe underdrain 15c. linear foot.
10 cubic yards, more or less, Class B concrete
at $6 cubic yard.
For laying 317 linear feet, more or less, 10-inch
pipe sewer, including excavation and refill,
$1.86 linear foot.
For laying 228 linear feet, more or less, 12-inch
pipe sewer, including excavation and refill,
$2.05 linear foot.
For laying 196 linear feet, more or less, 15-inch
pipe surface drain, including excavation and
refill, $1.55 linear foot.
For laying 116 linear feet, more or less, 18-inch
double strength pipe surface drain, including
excavation and refill, $1.88 linear foot.
For laying 248 linear feet, more or less, 24-inch
double strength pipe surface drain, including
excavation and refill, $2.13 linear foot.
For laying 40 linear feet, more or less, 10-inch
pipe catch-basin drain, including excavation
and refill, 65c. linear foot.
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For building 13-foot 6-inch by 6-foot 6-inch
reinforced (Class A) concrete culvert, wing
walls, parapet walls, etc., at crossing of Mor-
ton street, together with the furnishing of all
materials, the sum of $3,900.
For building 3,675 linear feet, more or less, of
2-foot 9-inch and 1-foot 3-inch by 2-foot
wooden flume, $1.05 linear foot.
4,000 feet, board measure, more or less, spruce
sheeting for 10-inch pipe sewer at $20 M. feet.
For laying 150 linear feet, more or less, 6-inch
pipe underdrain, in connection with 10-inch
pipe sewer, 15c. linear foot.
For laying 500 linear feet, more or less, 10-
inch pipe surface drains connecting with
open channel, including excavation and refill,
20c. linear foot.
For laying 150 linear feet, more or less, 10-inch
pipe sewer, including excavation and refill,
$1 linear foot.
5 cubic yards, more or less (Class B), concrete
for foundation or protection for 10-inch pipe
sewer at $5 cubic yard.
30 cubic yards, more or less, rubble stone
masonry placed on slopes, at 10-inch pipe
surface drain outlets, at $5 cubic yard.
100 cubic yards, more or less, riprap at $4.50
cubic yard.
For furnishing and laying 150 square yards,
more or less, of stone paving for gutters and
side slopes $1.50 square yard.
For filling and grading 3,700 linear feet, more
or less, of existing brook channels, including
old culvert at Farm road, 15c. linear foot.
For filling Farm road to proposed subgrade the
sum of $75.
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Excavating the Canterbury branch of Stony
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and building culverts in Farm road and
Morton street, West Roxbury.
Street Department — Sewer Division. 447
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For placing 1 or more Y's in existing pipe
sewers or drains $2 each.
1 cubic yard, more or less, Class A concrete
at lc. cubic yard.
1 or more manholes built on surface drains at
$30 each.
For furnishing earthenware pipe, estimated
value of two hundred thirty dollars
($230) , 70 per cent from standard list prices.
5 cubic yards, more or less, earth excavation,
below grade, other than for underdrain, at
lc. cubic yard.
5 cubic yards, more or less, earth excavation
outside trenches at lc. cubic yard.
25 cubic yards, more or less, rock at $1 cubic
yard.
5 cubic yards, more or less, gravel refill at lc.
cubic yard.
1,000 feet, board measure, more or less, spruce
sheeting at lc. M. feet.
For laying 240 linear feet, more or less, 12-inch
pipe surface drain, including excavation and
refill, 59c. linear foot.
For laying 660 linear feet, more or less, 10-inch
pipe surface drain, including excavation and
refill, 50c. linear foot.
For laying 50 linear feet, more or less, 10-inch
pipe catch-basin drain, including excavation
and refill, 50c. linear foot.
For relaying and reconnecting 70 linear feet,
more or less, of existing house drain in main
trench 20c. linear foot.
1 cubic yard, more or less, Class A concrete at
lc. cubic yard.
3, more or less, manholes built on surface drain
at $30 each.
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460
City Document No. 35.
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ore or less, spruce
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foot.
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yard.
000 feet, board meat
sheeting at $32 M.
30 feet, board meas
platforms, etc., at i
or laying 500 linear
pipe underdrain 5c.
at $40 each,
or more special ma
or 2, more or less,
and existing sewer
each.
or furnishing earth
estimated value o
dred fifty dollars (
standard list price
or furnishing earth
estimated value o
dred dollars ($2,10
ard list prices.
cubic yards, more
below grade, othe
$1 cubic yard,
cubic yards, more
outside trenches, a
5 cubic yards, mor
at $4.30 cubic yar
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466
City Document No. 35.
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1,000 feet, board measure, more or less, spruce
platforms, etc., at lc. M. feet.
Forlaying 100 linear feet, more or less, 6-inch
pipe underdrain lc. linear foot.
For laying 197 linear feet, more or less, 12-
inch pipe sewer in Dyer street, including
excavation and refill, 80c. linear foot.
For laying 371 linear feet, more or less, 8-inch
pipe sewer in Dyer street, including excava-
tion and refill, 65c. linear foot.
For laying 280 linear feet, more or less, 8-inch
pipe sewer in Ufford street, including exca-
vation and refill, 70c. linear foot.
For laying 187 linear feet, more or less, 12-
inch pipe surface drain in Dyer street, in-
cluding excavation and refiil, 50c. linear
foot.
For laying 288 linear feet, more or less, 10-
inch pipe surface drain in Dyer street, in-
cluding excavation and refill, 75c. linear
foot.
For laying 295 linear feet, more or less, 10-
inch pipe surface drain in Ufford street,
including excavation and refill, 65c. linear
foot.
For laying 50 linear feet, more or less, 6-inch
pipe house drain, including excavation and
refill, 40c. linear foot.
For removing 20 linear feet, more or less, of
existing sewer or drain at 10c. linear foot.
For relaying and reconnecting 10 linear feet,
more or less, of existing house drain in
main trench 20c. linear foot.
For relaying and reconnecting 10 linear feet,
more or less, of existing drain in main trench,
other than house and catch-basin drain,
lc. linear foot.
•73
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City Document No. 35.
Engineer's
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4 manholes, more or less, at $38 each.
1 cubic yard, more or less, of other brick ma-
sonry at $12.50 cubic yard.
For furnishing earthenware pipe, estimated
value of five hundred forty dollars ($540),
70 per cent from standard list prices.
55 cubic yards, more or less, earth excavation,
below grade, other than for underdrain, at
$1.50 cubic yard.
10 cubic yards, more or less, earth excavation,
outside trenches, at $1 cubic yard.
150 cubic yards, more or less, rock at $4 cubic
yard.
60 cubic yards, more or less, gravel at 50c.
cubic yard.
10,000 feet, board measure, more or less, spruce
sheeting at $20 M. feet.
1,000 feet, board measure, more or less, spruce
platforms, etc., at $30 M. feet.
For laying 800 linear feet, more or less, 6-inch
pipe underdrain 25c. linear foot.
For laying 450 linear feet, more or less, 10-inch
pipe sewer in Willow street, including exca-
vation and refill, $1.10 linear foot.
For laying 452 linear feet, more or less, 10-inch
pipe sewer, Centre street, between Willow
and Maple streets, including excavation and
refill, $1.10 linear foot.
For laying 350 linear feet, more or less, 10-inch
pipe sewer in Centre street, between Willow
and Beech streets, including excavation and
refill, $1.10 linear foot.
For laying 195 linear feet, more or less, 8-inch
pipe sewer in Centre street, between Willow
and Beech streets, including excavation and
refill, $1.10 linear foot.
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Dec. 12, 1910.
Dec. 15, 1910.
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streets, and Centre street, between Maple
and Beech streets, West Roxbury.
Street Department — Sewer Division. 469
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478 City Document No. 35.
APPENDIX F.
REPORT OF THE COMMISSIONER FOR THE
BOSTON AND CAMBRIDGE BRIDGES.
Boston, January 31, 1911.
Hon. John F. Fitzgerald,
Mayor of the City of Boston:
Sir, — As commissioner for the City of Boston I
respectfully submit herewith the annual report of the
Boston and Cambridge Bridge Commission.
This commission is composed of two members, one
appointed by the Mayor of the City of Boston, the
other by the Mayor of the City of Cambridge, under the
provisions of chapter 467, Acts of 1898. This commis-
sion has charge of the care and maintenance of the follow-
ing-named bridges, connecting the cities of Boston and
Cambridge: Cambridge-River Street, Ess*ex-Brookline
Street, North Harvard-Boylston Street, Prison Point,
Cambridge, Harvard and Western Avenue.
As there was no specific appropriation made by the
City of Boston for its portion of the expense of the com-
mission during the past year, the amount expended
was taken from the appropriation for Street Depart-
ment, Highway Division, and amounted to $22,006.57.
Besides the necessary patching and small repairs
required on these bridges from time to time, the following
work was done:
Prison Point. — This bridge has been replanked during the
past year, and will need still more planking the coming
year. New headers should be placed on this bridge at once.
The drawtenders' house is in very poor condition and should
be replaced by a new structure.
Cambridge Bridge. — This bridge is in reasonably good condi-
tion, but will need considerable painting this year.
Harvard Bridge. — During the past year extensive repairs have
been made on the pavement. The piers have been replanked
and are now in good condition. Considerable more paving
will be needed this year. During the past two years we have
recommended the painting of the bridge. It has now reached
such a stage that it is absolutely necessary to begin at once
on this work. It is badly rusted.
Cambridge Bridge Division. 479
Brookline Street. — This bridge has been entirely replanked
during the past year. It will require painting this year and
considerable replanking.
River Street. — This bridge has been rebuilt entire.
Western Avenue. — This bridge was entirely rebuilt last year,
so that little has been done on it this year. The roadway
needs new sheathing.
Boylston Street. — During the past year considerable repairs
have been made on this bridge and unless immediate steps
are taken to replace this old structure with a new one exten-
sive repairs will be necessary.
The following is an estimate of the expense of making
the repairs which will be necessary during the year
1911-12:
Brookline Street Bridge. — General work
Cambridge Bridge. — Patch painting under central
curbs 1,000
Cambridge-River Street Bridge. — Sheathe (in fall) ,
plank one pier, repair corner of pier and waterway,
new boat 1,100
Harvard Bridge. — Paint entire bridge and miscel-
laneous repairs, not including repairing of roadway,
which is provided for under contract with the U. S.
Wood Preserving Company 8,500
North Harvard Street Bridge. — Adjust draw; general
overhauling, including many new piles . . . 2,200
Prison Point Bridge. — New drawtenders' house, paint
bridge, rebuild part of pier, sheathe draw . . . 4,000
Western Avenue Bridge. — Adjust draw, plank one pier,
new piling at corner of pier, repair fender guard and
waterway, sheathe (half in spring, half in fall) . . 900
General supplies 3,000
Total estimated cost to both cities . . . $21,000
City of Boston, one-half $10,500
The income for the year 1910-11 amounted to $15.72,
same being one-half the amount received from the sale
of sundry lots of junk from the various bridges.
Tables are appended showing the distribution of the
expenses of the commission for the year and a statement
of the draw openings.
Respectfully submitted,
L. K. Rourke,
Commissioner for the City of Boston.
480
City Document No. 35.
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482
City Document No. 35.
APPENDIX G.
REPORT OF CIVIL SERVICE CLERK.
February 1, 1911.
Mr. L. K. Rourke,
Superintendent of Streets:
Dear Sir, — I submit herewith a report of the work
performed in connection with the Civil Service Com-
mission for the year ending January 31, 1911:
Requisitions made
Requisitions canceled ....
Certifications returned, no selection made
Number of men called ....
Number of men certified ....
Number of men appointed .
Number of men appointed provisionally
Provisional appointments made permanent
Applications made for promotion .
Promotions allowed
Promotions allowed provisionally .
Requests for permission to reinstate
Requests for permission to reinstate allowed
Requests for permission to reinstate not allowed
Number of men resigned through absence .
Number of men resigned through absence reinstated
Number of men reported to the Civil Service Commission
as not having worked for more than six months
Number of men resigned
Number of men died
Number of men discharged
Number of transfers made from other departments
Number of transfers made to other departments .
58
2
9
205
386
184
13
13
11
7
4
32
15
17
39
22
48
8
81
29
6
7
Street Department — Civil Service.
483
Grade and Number of Employees.
Divisions.
Title.
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5
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6
2
70
9
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23
12
8
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9
43
7
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8
4
4
44
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12
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3
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1
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27
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16
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14
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110
51
45
157
7
760
484 City Document No. 35.
Grade and Number of Employees. — Continued.
Divisions.
Title.
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4
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2
2
39
15
51
19
6
8
6
8
11
11
3
5
6
3
12
2
1
9
6
3
376
296
235
280
4
1
1
1,203
3
5
6
1
1
10
13
10
10
23
67
3
67
9
1
1
12
12
1
1
4
17
Pilots
13
12
1
1
2
2
1
1
1
1
1
15
2
1
1
1
1
4
16
1
1
1
2
38
1
2
2
23
19
1
81
10
652
576
413
352
167
170
9
2,349
Street Department — Civil Service. 485
Grade and Number of Employees. — Concluded.
Divisions.
Title.
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68
167
170
9
2,349
28
76
28
224
12
3
399
Tollmen
12
32
3
1
24
10
. 2
1
5
10
7
4
1
78
5
2
....
5
5
8
23
Totals
10
769
636
665
455
179
177
10
2,901
Comparative Table Showing the Number of Employees February
1, 1910, and February 1, 1911.
M$?
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10
175
160
10
776
587
617
425
2,760
February 1, 1911
10
177
179
10
769
665
636
455
2,901
Respectfully submitted,
Daniel R. Murray,
Cm7 Service Clerk
486
City Document No. 35.
APPENDIX H.
FORMER SUPERINTENDENTS AND DOCU-
MENT NUMBERS OF ANNUAL REPORTS.
Bridge Department Before 1891.
Previous to 1886 under charge of City Engineer.
Name.
Year.
Bartholomew M. Young.
James H. Nugent
1886 to 1889
1889 to 1891
Bridge Department Before
1891.
Name
of Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annus
1 report
a
a
«
1886
1887
1888
1889
1890
1887
1888
1889
1890
1891
29
26
a
29
a
22
ti
*
Published in annual report, Executive Department, Part I., City Document No. 1,
1891.
Lamp Department Before April 6, 1908.
Superintendents.
From
To
William Barnicoat
George H. Allen, Acting Superintendent. .
George H. Allen
Hugh J. Toland
John T. Manson
Hugh J. Toland
George H. Allen \
Patrick O'Shea
James Buckner
James Donovan
Bertrand T. Wheeler, Acting Superin-
tendent
William D. Lang
William Jackson, Acting Superintendent. .
John Drohan
James Donovan, Acting Superintendent . .
Charles Logue, Acting Superintendent. . . .
Dennis J. Hern
Edward C. Wade, Acting Superintendent. .
1854
Feb. 19, 1867
April 1, 1867
April 2, 1883
April 18, 1884
April 6, 1885
May 1, 1889
June 1, 1891
May 1, 1895
Oct. 1, 1896
Mar. 1, 1900
Mar. 10, 1900
July 28, 1901
Jan. 30, 1902
Aug. 10, 1902
Jan. 3, 1906
Feb. 28, 1906
April 5, 1908
Feb.
April
April
April
April
May
June
May
Oct.
Mar.
18, 1867
1, 1867
2, 1883
18, 1884
6, 1885
1, 1889
1, 1891
1, 1895
1, 1896
1, 1900
Mar. 10,
July 28,
Jan. 30,
Aug. 10,
Jan. 3,
Feb. 28,
April 5,
April 6,
1900
1901
1902
1902
1906
1906
1908
1908
Street Department.
487
Paving Department Before 1891.
Name.
Year.
Enoch Patterson, Superintendent Streets and Drains
Zephaniah Sampson, " " "
Thomas Hunting, Superintendent
Alfred T. Turner,
Charles Harris,
Nehemiah T. Merritt, "
James J. Flynn,
Charles Harris, "
Michael Meehan, "
John W. McDonald, "
J. Edwin Jones, "
1825
1831
1846
1853
1864
1884
1886
1889
to 1831
to 1846
to 1853
to 1864
to 1883
1883
1883
1884
to 1886
to 1889
to 1891
Paving Department Before 1891.
Quarterly report
Annual report . .
1851
1852
1S53
1854
1855
1856
1857
1858
1859
1860
1861
1862
1863
1864
1865
1866
1867
1868
1869
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
I SS2
I ss:;
1851
1851
1852
1S53
1854
1855
1856
1857
1858
1859
1860
1861
1862
1863
1864
1865
1866
1867
1868
1S69
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
1882
ISS3
I SSI
29
2
6
6
5
3
3
3
5
6
5
4
3
3
7
3
6
9
14
13
12
16
21
25
27
30
38
29
24
24
48
51
47
46
488 City Document No. 35.
Paving Department Before 1891. — Concluded.
Name of Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
1884
1885
1886
1887
1888
1889
1890
1885
1886
1887
1888
1889
1890
1891
97
30
a a
16
it tt
23
it it
30
it a
19
a a
*
* Published in annual report, Executive Department, Part II., City Document No. 1,
1891.
Sewer Department Before 1891.
Name.
Year.
Enoch Patterson, Superintendent
Zephaniah Sampson,
Charles B. Wells,
Simeon B. Smith,
William H. Bradley, " ' .
Horace A. Moses,
Thomas J. Young,
Seth Perkins, "
Charles Morton, "
1825 to
1831 to
1837 to
1856 to
1863 to
1883 to
1885 to
1887 to
1889 to
1831
1837
1856
1863
1883
1885
1887
1889
1891
Sewer Department Before 1891.
Name op Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual
report
1859
1860
1861
1862
1863
1864
1865
1866
1867
1868
1869
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1860
1861
1862
1863
1864
1865
1866
1867
1868
1869
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
11
a
12
a
a
12
it
a
13
a
it
11
u
tt
5
it
it
6
tt
it
8
it
it
13
tt
tt
11
tt
it
3
a
a
11
it
tt
10
tt
u
13
it
tt
12
a
tt
17
tt
it
11
it
tt
13
tt
tt
15
tt
tt
11
tt
«
16
Street Department. 489
Sewer Department Before 1891. — Concluded.
Name of Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
1S80
1881
1882
1883
1884
1885
1886
1887
1888
1889
1890
1881
1882
1883
1884 i
1885 J
1886
1887
1888
1889
1890
1891
19
it a
18
n a
16
a u
a a
43
« a
58
a a
69
« a
81
ti a
129
a u
14
u a
*
* Published in annual report, Executive Department, Part II., City Document No. 1>
1891.
Health Department Before 1891.
Sanitary.
Year.
Ezra Forristall, Superintendent
Joseph W. Coburn, "
Ezra Forristall, "
George W. Forristall, "
1853 to 1854
1854 to 1855
1855 to 1869
1869 to 1890
Health Department Before 1891.
Sanitary.
Name op Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
1853
1854
1855
1856
1857
1858
1859
1860
1861
1862
1863
1864
1865
1866
1867
ISCS
1869
1854
1855
1856
1857
1858
1859
1860
1861
1862
1863
1864
1865
1866
1867
ISCS
IS(»<)
1870
7
6
a u
4
a it
4
a a
4
u a
4
a a
5
U It
6
« a
5
5
4
4
8
7
8
12
4
490 City Document No. 35.
Health Department Before 1891. — Concluded.
Name op Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
« u
a a
Annual reports from 1873 to 1884,
inclusive; the superintendent's re-
port was embodied in the report of
the Board of Health
Annual report
1870
1871
1872
1885
1886
1887
1888
1889
1890
1871
1872
1873
1886
1887
1889
1890
1891
10
17
40
45
22
16
23
21
* Published in annual report, Executive Department, Part II., City Document No. 1,
1891.
Commissioners of Cambridge Bridges Before 1891.
(West Boston, Canal and Prison Point.)
Name.
Year.
Frederick W. Lincoln, Commissioner for Boston. . .
Ezra Parmenter, Commissioner for Cambridge j
William J. Marvin, Commissioner for Cambridge . . j
May 22, 1871, to
March, 1891.
June 14, 1871, to
Jan. 31, 1883.
March 28, 1883, to
1891.
Note . — Harvard Bridge added in 1892. Essex Street, Cambridge Street, North Harvard
Street and Western Avenue Bridges to Cambridge were transferred from Street Depart-
ment July 1, 1898.
Cambridge Bridges Before 1891.
(West Boston, Canal and Prison Point.)
;
vTame op Document. Year
Pub.
Year.
No. of
Doc.
Ann
ual re]
>ort 1871
' 1872
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
19
12
' 1873
16
' 1874
23
' 1875
20
< 1876
12
< 1877
10
' 1878
8
< 1879
12
' 1880
8
Street Department.
Cambridge Bridges Before 1891. — Concluded.
491
Name op Document.
For
Year.
Pub.
Year.
No. of
Doc.
Anr
ual report
•
1881
1882
1883
1884
1885
1886
1887
1888
1889
1890
1882
1S83
1884
1885
1886
1887
1888
1889
1890
1891
15
15
i n
19
i ii
8
< ii
12
i u
19
i u
25
i a
22
t a
20
i it
*
Published in annual report, Executive Department, Part I., City Document No. 1,
1891.
Ferry Department Before 1895.
Name.
Year,
Board of Ferry Directors
William J. Burke, Superintendent
Thomas Kellough
1891
May 1, 1895
July 1, 1895
Ferry Department Before 1895.
Name of Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report
1870
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
1882
1883
1884
1885
1886
1887
1888
INS!)
1890
1891
1 892
1893
L894
1871
1872
1873
1874
1875
1876
1877
1878
1879
1880
1881
1882
1883
1SS4
1885
1886
1887
1888
1889
1890
1891
1892
1893
1894
1895
41
55
81
42
65
51
53
49
60
74
77
72
93
76
72
28
12
10
3
4
*
12
11
II
11
♦Published in annual report, Executive Departmcnl , Part I., City Document No. 1,
IS'.M.
492 City Document No. 35.
Street Department Since 1891.
Superintendent.
Henry H. Carter, member of American Society Civil Engineers.
Resigned December 8, 1894-
Charles R. Cutter, Acting Superintendent from December 8, 1894, to January 14, 1895.
Member of the Boston Society Civil Engineers.
Eertrand T. Wheeler, Superintendent from January 14, 1895, to February 4, 1896.
Member of the Boston Society Civil Engineers.
Benjamin W. Wells, Superintendent from February 4, 1896, to February 1, 1900.
Bertrand T. Wheeler, Superintendent from February 2, 1900, to November 25, 1901.
Member of the Boston Society Civil Engineers.
Resigned November 25, 1901.
William Jackson, Acting Superintendent from November 25, 1901, to January 14, 1902.
Member of American Society Civil Engineers.
Guy C. Emerson, Deputy Superintendent in charge of the department from November 25,
1901, to January 14, 1902.
Member of American Society Civil Engineers.
Member of the Boston Society Civil Engineers.
James Donovan, Superintendent from January 14, 1902, to January 2, 1906.
Resigned January 2, 1906.
Charles Logue, Acting Superintendent from January 2, 1906, to February 28, 1906.
James H. Doyle, Superintendent from March 1, 1906, to January 6, 1908.
Resigned January 6, 1908.
William Jackson, Acting Superintendent from January 6, 1908, to April 13, 1908.
Member of American Society Civil Engineers.
James H. Sullivan, Executive Engineer in charge of the department from January 6, 1908,
to April IS, 1908.
Member of American Society Civil Engineers.
Member of Boston Society Civil Engineers.
Guy C. Emerson, Superintendent from April 14, 1908, to June 7, 1910.
Resigned June 7, 1910.
Member of American Society Civil Engineers.
Member of the Boston Society Civil Engineers.
Louis K. Rourke, Superintendent from June 7, 1910, to the present time.
Member of American Society Civil Engineers.
Member of Boston Society Civil Engineers.
Bridge Division. — John A. McLaughlin, Deputy Superintendent until June 1, 1895.
Bridge Division. — John P. Wise, Deputy Superintendent from June 1, 1895, to February
14, 1896.
Bridge Division. — William H. Carberry, Deputy Superintendent from February 14,
1896, to February 3, 1900.
Bridge Division. — Walter Reed, Deputy Superintendent from February 3, 1900, to Jan-
uary 22, 1902.
Bridge Division. — Joseph P. Lomasney, Deputy Superintendent from January 22, 1902,
to December SO, 1905. Resigned December SO, 1905.
Bridge Division. — Peter O'Neil, Acting Deputy Superintendent from December SO, 1905,
to January 3, 1906.
Bridge Division. — Daniel J. Byrne, Acting Deputy Superintendent from January 3,
1906, to February 28, 1906.
Bridge Department. — Patrick F. McDonald, Superintendent from March 1, 1906, to
April 5, 1908.
Bridge Department. — Thomas H. Sexton, Acting Superintendent from April 5, 1908,
to April 6, 1908.
Bridge Division. — Thomas PI. Sexton, Acting Deputy Superintendent rom April 6,
1908, to July 17, 1908.
Street Department. 493
Bridge Division. — Thomas H. Sexton, Deputy Superintendent from July 17, 1908, to
February 1, 1.909.
Bridge Division consolidated with the Highway Division February 1, 1909.
Ferry Division. — Thomas Kellough, Deputy Superintendent from. July 1, 1S95 , to
February 14, 1896.
Ferry Division. — William F. McClellan, Deputy Superintendent from February 14
1896, to February 3, 1900.
Ferry Division. — Joseph J. Dennison, Deputy Superintendent from February 3, 1900, to
January 22, 1902.
Ferry Division. — William J. Donovan, Deputy Superintendent from January 22, 1902,
to January 3, 1906. Resigned. Acting Deputy Superintendent
from January 3, 1906, to February 1, 1906. '
Ferry Division. — Joseph F. Low, Acting Deputy Superintendent from February 1, 1906 \
to May 14, 1906.
Ferry Division. — John J. Douglass, Deputy Superintendent from May 14, 1906, to
March 9, 1907.
Ferry Division. — James H. Sullivan, Executive Engineer in charge of division from March
9, 1907, to January 20, 1908.
Ferry Division. — Henry P. Christiernin, Deputy Superintendent from January 20,
1908, to the present time.
Lamp Division. — Edward C. Wade, Acting Deputy Superintendent from April 6, 1908,
to July 17, 1908,
Lamp Division. — Edward C. Wade, Deputy Superintendent from July 17, 1908, to the
present time.
Paving Division. — Charles R. Cutter, Deputy Superintendent until January 24, 1895.
Paving Division. — Darius N. Payaon, Deputy Superintendent from January 24, 1895,
to March 1, 1896.
Paving Division. — John L. Kelly, Deputy Superintendent from March 1, 1896, to
February 3, 1900.
Paving Division. — Darius N. Payson, Deputy Superintendent from February 3, 1900,
to January 24, 1902.
Paving Division. — Joshua Atwood, 3d, Acting Deputy Superintendent from January
24, 1902, to March 26, 1902.
Paving Division. — Henry V. Macksey, Deputy Superintendent from March 26, 1902,
to December 2, 1905. Resigned December 2, 1905.
* Paving Division. — James H. Sullivan, Acting Deputy Superintendent from December
2, 1905, to February 28, 1906.
Paving Division. — James H. Sullivan, Acting Deputy Superintendent from April 6, 1908,
to July 17, 1908.
Paving Division. — James H. Sullivan, Deputy Superintendent from July 17, 190S, to
the present time.
Member of the Boston Society of Civil Engineers.
Member of American Society of Civil Engineers.
Sanitary Division. — George W. Forristall.t Deputy Superintendent.
Sanitary Division. — Philip A. Jackson, Acting Deputy Superintendent from January
16, 1894, to February 1, 1895.
Sanitary Division. — Charles A. Young, Deputy Superintendent from February 1, 1S95,
to March 1, 1896.
Sanitary Division. — Patrick O'Shea, Deputy Superintendent from March 1, 1S96, to
February 3, 1900,
* For period from February 28, 1900, to April 0, 1908, see Street Department since
1891, page 488.
t Died January 12, 1894.
494 City Document No. 35.
Sanitary Division. — Charles A. Young, Deputy Superintendent from February 3, 1900,
to January 22, 1902.
Sanitary Division. — Daniel P. Sullivan, Deputy Superintendent from January 22, 1902,
to January 3, 1906. Resigned. Acting Deputy Superintendent
from January 3, 1906, to March 1, 1906.
Sanitary Department. — Daniel H. Gillespie, Superintendent from March 1, 1906, to
April 6, 1908.
Sanitary Division. — Daniel H. Gillespie, Acting Deputy Superintendent from April 6
1908, to May 8, 1908.
Sanitary Division. — George H. Foss, Acting Deputy Superintendent from May 8, 1908,
to May 26, 1908.
Sanitary Division. — George H. Foss, Deputy Superintendent from May 25, 1908, to the
present time.
Sewer Division. — Henry W. Sanborn, Deputy Superintendent until July 10, 1896.
Member of Philadelphia Society Civil Engineers.
Sewer Division. — Charles R. Cutter, Deputy Superintendent from July 10, 1896, to
February 3, 1900.
Member of the Boston Society Civil Engineers.
Sewer Division. — Guy C. Emerson, Deputy Superintendent from February 3, 1900, to
November 25, 1901, and from January 14 to January 22, 1902.
Member of American Society Civil Engineers.
Member of the Boston Society Civil Engineers.
Sewer Division. — Henry W. Sanborn, Acting Deputy Superintendent from November 25,
1901, to January 14, 1902.
Member of Philadelphia Society Civil Engineers.
Sewer Division. — George Phillips, Deputy Superintendent from January 22, 1902, to
January 3, 1906. Resigned.
Sewer Division. — George Phillips, Acting Deputy Superintendent from January 3, 1906,
to January 18, 1906.
Sewer Division. — Edgar S. Dorr, Acting Deputy Superintendent from January 18, 1906,
to March 1, 1906.
Sewer Department. — John J. Leahy, Superintendent from March 1, 1906, to January
10, 1908.
Sewer Department. — Charles R. Cutter, Acting Superintendent from January 13, 1901,
to April 24, 1908.
Sewer Division. — Charles R. Cutter, Acting Deputy Superintendent from April 24, 1908,
to February 1, 1909.
Sewer Division. — C. Barton Pratt, Deputy Superintendent from February 1, 1909, to
August 17, 1910. Position abolished on above date.
Sewer Division. — Edgar S. Dorr, Civil Engineer in charge of division from August 17,
1910, to the present time.
Street Cleaning Division. — Philip A. Jackson, Deputy Superintendent until March 22,
1895.
Street Cleaning Division. — Benjamin M. Cram, Deputy Superintendent from March 22,
1895, to March 1, 1896.
Street Cleaning Division. — Joshua Atwood, 3d, Deputy Superintendent from March 1,
1896, to February 3, 1900.
Member of the Boston Society Civil Engineers.
Street Cleaning Division. — Frank H. Haynes, Deputy Superintendent from February 3,
1900, to April 16, 1901. Resigned April 16, 1901.
Street Cleaning Division. — Frank C. Shepard, Deputy Superintendent from April 16,
1901, to January 22, 1902.
Street Cleaning Division. — Joseph J. Norton, Deputy Superintendent from January 22,
1902, to January 3, 1906. Resigned. Acting Deputy
Superintendent from January 3, 1906, to March 1, 1906,
Street Department. 495
* Street Cleaning and Watering Department. — Matthew Cummings, Superintend-
eitt from March 1, 1906, to Jan-
uary 16. 1908.
Daniel H. Gillespie, Acting Super-
intendent from January 16, 1908,
to April 6, 1908. Acting Deputy
Superintendent from April 6,
1908, to April 15, 1908.
t Street Cleaning and Watering Division. — C. Barton Pratt, Deputy Superintendent
from April 15, 1908, to February
1, 1909.
Street Watering Division. — M. Edward Libby, Deputy Superintendent from March
6, 1895, to March 1, 1896.
Street Watering Division. — Thomas J. Finneran, Deputy Superintendent from March
1, 1893, to February 3, 1900.
Street Watering Division. — Frederick Hammond, Deputy Superintendent from Febru-
ary 3, 1900, to January 22, 1902.
* Street Watering Division. — Ambrose Woods, Deputy Superintendent from January
22, 1902, to January 3, 190,6. Resigned. Acting
Deputy Superintendent from January 3, 1906, to
March 1, 1906.
Boston and Cambridge Bridges. — Henry H. Carter, ex officio, Commissioner for Boston,
until December 8, 1894.
Charles R. Cutter, ex officio, Acting from December
8, 1894, to January 14, 1896.
Bertrand T. Wheeler, ex officio, from January 14,
1895, to February 4, 1896.
Benjamin W. Wells, from February 4< 1896, to Feb-
ruary 2, 1900; ex officio, to May 26, 1898.%
Bertrand T. Wheeler, from February 2, 1900, to Novem-
ber 25, 1901.
Guy C. Emerson, from November 25, 1901, to Janu-
ary 14, 1902.
James Donovan, from January 14, 1902, to October
28, 1904.
Joseph P. Lomasney, from October 28, 1904, to
December 30, 1905.
Peter O'Neil, December 30, 1905, to January 3, 1906.
Charles Logue, from January 3, 1906, to March 1,
1906.
Patrick F. McDonald, from March 1, 1906, to April
6, 1908.
Thomas H. Sexton, from April 5, 1908, to May 1,
1908.
Guy C. Emerson, from May 1, 1908, to June 7, 1910.
Louis K. Rourke, from June 7, 1910, to the present
time.
Willliam J. Marvin, Commissioner for Cambridge to
July 22, 19044
George M. Clukas, from July 26, 1904, to December
19, 1907.
William H. Joyce, from December 19, 1907, to April
17, 1909.
Francis J. Smith, from April 17, 1909, to the present
time.
* March 1, 1906, Street Watering Division consolidated with the Street Cleaning Divi-
sion under title of Street Cleaning and Watering Department.
t February 1, 1909, the Street Cleaning and Watering Division was consolidated with
the Sanitary Division under title of Sanitary Division.
t See chapter 467, Acts of 1898. § Died July 22, 1904.
496
City Document No. 35.
Street Department.
Name of
Document.
For
Year.
Pub.
Year.
No. of
Doc.
Annual report, Executive Dept., Part II
1891
1892
36
it a
i ii ii
1892
1893
34
tt ti
t u it
1893
1894
34
it it
t it it
1894
1895
34
a tt
i it it
1895
1896
29
it a
"
1896
1897
29
it a
i ii tt
1897
1898
34
a ft
i tt it
1898
1899
35
it it
i ii tt
1899
1900
38
ti a
i tt ti
1900
1901
38
u it
i ii it
1901
1902
38
it u
i a it
1902
1903
40
u u
i it it
1903
1904
40
it it
i it a
1904
1905
40
it it
i tt it
1905
1906
40
u u
i it ti
1906
1907
42
ti ii
t tt it
1907
1908
42
ii it
t tt u
1908
1909
38
ti ii
l it tt
1909
1910
35
ii it
l a a
1910
1911
35
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