USA > Massachusetts > Middlesex County > Somerville > Report of the city of Somerville 1913 > Part 31
Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).
Part 1 | Part 2 | Part 3 | Part 4 | Part 5 | Part 6 | Part 7 | Part 8 | Part 9 | Part 10 | Part 11 | Part 12 | Part 13 | Part 14 | Part 15 | Part 16 | Part 17 | Part 18 | Part 19 | Part 20 | Part 21 | Part 22 | Part 23 | Part 24 | Part 25 | Part 26 | Part 27 | Part 28 | Part 29 | Part 30 | Part 31 | Part 32 | Part 33 | Part 34 | Part 35 | Part 36 | Part 37 | Part 38 | Part 39
404
ANNUAL REPORTS.
WATER DISTRIBUTION SYSTEM-CONSTRUCTION. STREET MAINS.
The number of feet of street mains laid during the year just closed is 6,769; there has also been laid 106 feet of pipe for hydrant connections and 34 feet for blow-off discharges, mak- ing a total of 6,909 feet; 4 feet have been removed or aban -- doned. The net increase is 6,905 feet, and the total mileage in the city is approximately 98.65.
The sizes and lengths of pipe laid and abandoned are as follows :---
Feet
Feet
Size. Feet laid. abandoned 1" 42 0
Size. 8"
Feet laid. abandoned
2" 112
0
10"
1,678 0
4" 38
4
12"
271 0
6"
3,112
0
The principal street mains laid during the year are as fol- lows :--
Street.
Size of main.
Street.
ınain.
Albion court
2"
Mason street
10'
Bailey street
8"
Michigan avenue
10"
Burnham street
8"
Minnesota avenue
6"
Central hill road
8"
Osgood street
1" Powder house boulevard
Central road
(north side) 12."
6" Powder house boulevard
Curtis avenue
6" (south side) 10"
Hamilton road
8" Russell road
8"
Hillsdale road
8"
Taylor street
6"
Illinois avenue
6"
Vermont avenue
10"
Indiana avenue .
6" 6"
West Quincy street . .
6"
Leonard street
Grade Crossings.
No additional grade-crossing elimination work was taken up during the year, efforts being confined to finishing up the streets in connection with the work previously undertaken. The bridge over the railroad tracks at Dane street has now been constructed and the water main carried over it and con- nected at both ends with the pipes laid in the previous year, so that the job is now completed and the water is in full circulation.
Hydrants, Gates.
There have been seventeen hydrants set and one removed during the year, making the net increase sixteen and the total number in the city, 1,115.
The total number of private hydrants supplied from the city mains is fifty-nine.
Thirty-four gate valves have been set during the year and one has been removed, making a net increase of thirty-three, and a total of 1,599 in the service.
1,656 0
Size of
405
WATER DEPARTMENT.
Five blow-offs have been constructed and one has been removed, and the number in the city is increased to 159.
No new waterposts for street sprinkling have been set, but four have been removed, the total number in service being 79. Two new combination drinking fountains have been installed, making the total in the city eight.
Water Services,
The number of new water services laid during the year was 241, a decrease of 23 from the previous year.
The length of all the service pipes installed was 8,947 feet, and the amount received in charges made for the work was $5,079.51.
Ten service connections were permanently discontinued and the length of pipe abandoned was approximately 435 feet. The number of services in use in the city is estimated to be 12,827, and the total length of service pipe 83.67 miles. Six- inch fire services have been installed at the factories of the American Tube Works on Church street, H. M. Hillson & Co., on Taylor street, and Stephens & Horssman on Newberne street. One four-inch pipe was laid for the Park garage at 161 Broadway for building and elevator service.
Water Meters.
The number of meters installed during the year on new services and on old services hitherto unmetered was 687; seventy-six which had been removed for various causes were reset ; seventy-eight were removed on account of permanent or temporary discontinuance of 11se of water and for substitu- tion of other meters. The net increase in number of operating meters was 685, making the total number of meters and motors in service on December 31, 7,856, or about sixty-one per cent. of the number of service pipes in the city.
406
ANNUAL REPORTS.
The kinds and sizes of all meters now installed are shown in the following table :-
OPERATING METERS DECEMBER 31, 1913.
KIND.
5/8"
3/11
1"
11/2"
2"
3"
4"
Nash
178
178
Empire
6
6
Crown .
5
4
3
2
2
2
18
Gem
1
Hersey
8
Hersey Disc
256
23
3
1
4
287
Torrent
1
Trident
457
45
21
4
4
2
2
6
Trident Comp.
11
Union .
17
13
7
1
4 .
42
Union Special
20
Columbia .
100
100
King
644
644
Lambert
3,270
138
23
1
3,432
Worthington
Disc .
2,532
6
2,538
Keystone .
25
25
Totals
7,490
244
64
12
21
8
6
1
7,849
Motor and ele- vator registers
7,856
The meters installed in 1913 were classed as follows :-
Applications of property owners .
179
New services
255
General installation
253
Reset
76
Total .
763
Meters were removed for the following causes :-
Vacancies and temporary non-use of water 50
Services permanently discontinued 3
Replaced by other meters
25
Total
78
4
1
1
2
1
532
Trident Crest
2
7
2
2
15
3
2
7
SIZE.
Total.
1
Under the provisions of the Metropolitan Water Act it is necessary that there be installed in this city at least 411 meters each year on services previously unmetered, and meters on all new services when they go into regular use. The number of meters set during the year in excess of the actual requirements of the state law was twenty-one.
. 407
WATER DEPARTMENT.
The following table gives a summary of the pipes and fix- tures of the water system December 31, 1913 :-
Summary of Pipes and Fixtures.
Feet of main pipe (approximately) .
520,861
Feet of service pipe (approximately) .
. 441,744
Service connections (approximately)
12,827
Public fire hydrants
1,115
Private fire hydrants
59
Gates
1,599
Check valves
7
Meters
7,849
Motor registers
7
Waterposts
79
Blow-offs
159
Drinking fountains and troughs
8
WATER DISTRIBUTION SYSTEM- MAINTENANCE.
The main distribution system continues in good condition, there having been an average of but one leak discovered for each ten miles of street mains. One of these leaks was from a cracked pipe in the old twenty-inch main in Washington street near Boston street, which has given us much trouble from time to time.
The winter of 1912-1913 was a very mild one and no par- ticular trouble was experienced from frozen hydrants and services.
Waterposts and Fountains.
Five waterposts used in the street sprinkling service have been removed. One was reset in a different location and two were combined with drinking fountains in the new free water service stations; the number of cart connections now being seventy-nine.
The water commissioner has recently devised a combina- tion drinking fountain, horse-watering service and watering- cart connection, which is thought by those who have used it to be very economical and practical. The different parts are built in and around an ornamental box and post standing on the sidewalk just inside the curbing, similar in size to a police signal box. Inside the box, which has a locked door, is the system of water pipes and valves for feeding the various fix- tures, and a two-inch hose connection for the watering carts. On the sidewalk front of the box is attached an iron basin with a bubbler tip controlled by a self-closing cock for furnishing drinking water to persons, and on the end of the box is a self- closing cock for filling pails for the use of horses; attached to the foot of the post is also a basin for small animals fed by the waste water from the bubbler through the interior of the post. The boxes are conspicuously lettered "City of Somerville, Free Water," One of these service stations has been set up near Teele square and has called forth much favorable comment.
408
ANNUAL REPORTS.
.
Another has been placed in Gilman square, but is without the drinking attachment for persons, as an individual drinking fountain is located nearby.
Services.
The number of cases of poor pressure on old water ser- vices continues to increase, and cleaning out the pipes and fittings and providing a good flow of water has grown into an important branch of the department work. In fact the de- mands for improved service conditions have now become so frequent as to require practically the sole attention of one gang of men, and there appears to be no likelihood of any relief as the service pipes are continually growing older and in need of attention.
During the latter part of the year a notification was re- ceived by the department of contemplated permanent paving in Water street, Tufts street, Temple street and Elm street, and it was deemed advisable to renew the service pipes in those streets before the pavement was laid.
Meters.
The meter system is continually growing under require- ments of the State law. The meters as a whole are doing very satisfactory work and giving no more trouble than might be expected from the delicate construction of their operating mechanism. It was found necessary to remove for repairs 243 meters, or approximately only three per cent. of the total number in operation, and the larger part of these troubles arose through no fault of the meter's construction.
409
WATER DEPARTMENT.
Water Assessments and Consumption.
The annual assessments paid by this city as its propor- tionate part of the cost and operation of the Metropolitan water works are given below :-
Sinking Fund.
Maintenance.
Interest.
Maturing Bonds.
Total.
1898
No division made
$14,250 19
1899
66
66
6:
20,975 58
1900
66
66
28,689 24
1901
$12,491 73
$12,033 79
$32,291 24
56,816 76
1902
19,014 85
12,955 64
30,427 40
62,397 89
1903
15,748 56
12,763 10
48,776 77
77,288 43
1904
16,404 42
15,393 87
54,938 64
86,736 93
1905
21,358 11
13,666 71
55,535 91
90,560 73
1906
22,345 50
17,412 51
57,402 07
97,160 08
1907
25,365 30
18,880 01
62,089 30
106,334 61
1908
24,865 73
15,221 12
68,604 23
108,691 08
1909
24,812 23
21,220 56
66,540 41
112,573 20
1910
25,018 52
18,212 28
66,825 45
110,056 25
1911
25,424 55
19,573 82
69,849 20
$246 66
115,094 29
1912
24,469 82
16,111 70
68,205 16
445 46
109,232 14
1913
24,930 94
20,691 19
70,206 83
491 92
116,320 88
$1,313,178 28
There has been credited to the city by the commonwealth as its proportion of the amounts received from entrance fees, water supplied outside the district, and water furnished to water companies the sum of $9,056.10.
The daily consumption of water in Somerville, as recorded by the Venturi meters, operated by the Metropolitan water works, is shown below by months for the year 1913 :-
Gallons
Gallons
Gallons
Gallons
Month.
per day. per capita.
Month.
per day. per capita.
January
6,144,100
75
July
6,226,500 75
February
6,740,400 82
August
5,572,200
67
March
6,219,900 76
September
5,478,400 66
April
6,019,800
73
October
5,445,100 65
May
6,121,700
74
November
5,411,700 65
June
6,357,700
77
December
5,835,200
70
Year.
The consumption for the year was : Low-service, 1,710,116,000 gallons; high-service, 464,550,000 gallons; mak- ing the total for the year 2,174,666,000 gallons, and an average daily consumption of 5,958,000 gallons.
The average daily quantity of water used in Somerville during 1913 was seventy-two gallons per inhabitant, a decrease of seven gallons over the previous year's consumption and of two gallons over the lowest consumption previously recorded ; the average for the entire district was ninety-four gallons daily per capita, a decrease over last year of thirteen gallons per capita.
The following table shows the daily per capita consump- tion of water in the cities and towns in the Metropolitan water
410
ANNUAL REPORTS.
district for the year 1913, as registered by the Metropolitan meters :-
City
or Town.
Jan. Feb. Mar. Apr. May. June July. Aug. Sept. Oct. Nov. Dec. Yea
Boston
118 124 109 104 105 107 109 105 107 107 103 103 108
Somerville
75
76
73
74
77
75
67
66
65
65
70
72
Malden
42
45
45
45
47
51
48
48
46
46
45
71
63
72
76
Medford
47
49
51
67
71
75
80
76
89
68 94 46
72
60
59
53
51
63
Milton
33
34
35
35
40
45
75
94
65
115
87
82
76
66
63 51
48
123
Swampscott
54
59
47
47
59
83 105
93
66
51 91
88 88 94
The district, in order of consumption, beginning with the lowest, stands as follows for the year 1913 :-
Gallons.
City or Town.
Total per Day.
Per Capita Per cent. per Day. of Services Metered.
1-Milton
332,300
39
100
2-Malden
2,225,700
46
98
3-Medford
1,233,700
48
100
4-Stoneham
414,400
53
75
5-Winthrop
689,700
60
100
6-Watertown
868,500
62
100
7-Swampscott
420,100
63
100
7-Arlington
786,300
63
100
8-Everett
2,435,800
65
40
9-Lexington
.359,300
67
75
9-Revere
1,385,100
67
50
10-Melrose
1,136,600
68
100
11-Somerville
5,958,000
72
61
12-Belmont
463,600
73
100
13-Quincy
2,699,100
76
86
14-Chelsea
2,879,800
80
100
15-Boston
79,390,600
108
42
16-Nahant
169,100
123
80
84
70
69
87
47
46
47
46
43
48
Melrose
56
54
68
Revere
65
59
59
67
Watertown
58
59
60
61
62
60
62
Arlington
60
57
56
50
61
38
39
Winthrop
49
59
51
51
49
60
Stoneham
53
53
49
43
39
53
Belmont
57
74
68
68
64
73 67
Lexington
54
56
56
63
66
68
Nahant
45
55
42
58
97 199 347 289 151
Metropolitan dist.
99 105
94
90
91
95
98
93
92
85
87
81
82
85
61
67
73
83
51
92 54 82
75
72
58
60
68
60
60
61
62
67 79
70 59
62
40
42
41
50
51
52
51
59
71
89
79
79
62
60
60
65
Quincy
67
72
74
77
71
69
77
73
Everett
66
77
67
63
75 50
49
50 85
46 80
It is noted in the above table that the daily per capita con- sumption in Somerville decreased from the figures of the pre- vious year, being seventy-two, or seven gallons lower than in 1912, and a comparison shows a general decrease throughout the water district, due, undoubtedly, to the mildness of the winter, on account of which less water is allowed to run to waste, and to the steady introduction of water meters.
The table also gives a column showing the percentage of services now metered throughout the Metropolitan water district.
Attention may again be properly called to the need of
.
.
.
.
.
.
·
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
..
.
.
.
.
.
.
·
.
.
.
.
.
.
.
.
.
.
.
·
.
.
·
.
.
.
.
.
.
.
.
.
.
·
.
.
-
·
51
61
59
62
57
63
41 85 55 91
54
77
60
49 47 63
64
67
66
74
Chelsea
82
·
411
WATER DEPARTMENT.
stopping all useless wastes of water. The conservation of the water supply has become one of the most important functions of this department, as the water consumption of the city has a direct and large bearing on the annual assessment levied on us by the State Metropolitan Water Board. This assessment is not made, as many suppose, on a rate basis, such as a certain price per million gallons, but is made on a proportionate division of the Metropolitan water district's annual requirements to meet maintenance, sinking fund, interest and maturing bonds; based one-third on the valuation and two-thirds on the water consumption of the several cities and towns in the dis- trict. It is never possible, therefore, to determine in advance with much accuracy what our annual assessments for water for another year will be, as much depends upon the proportionate use of water in seventeen other portions of the district. As an example of the operation of this method of division it may be stated that this city's apportionment of the expenses for 1914 will probably be increased some $3,400.00, and this not because Somerville has not made a good showing in reducing its water waste, for the past year's record was the best in the history of the city, being only seventy-two gallons per capita, but princi- pally because the city of Boston has made such a notable re- duction in its former excessive consumption, from 125 down to 108 gallons per capita, which means a large lowering of the water assessment for that city and a consequent increase in that, not only of Somerville, but of most of the other cities and towns in the district. It is of importance, therefore, for all who have the financial interests of the city at heart to see to it that city water, which means city money, is not allowed to needlessly run to waste.
New Legislation.
Legislation has been passed or accepted by the city voters affecting laborers, workmen and mechanics employed in the water and other departments, which has become operative dur- ing the year 1913, as follows :-
Section 36, Chapter 19, Revised Laws ; being a portion of the Civil Service Act, so-called, as applied to laborers.
Section 42, Chapter 514, Acts of 1909, as affected by Chap- ter 494, Acts of 1911 ; being the so-called eight-hour law.
Chapter 503, Acts of 1912, relative to pensions of laborers.
Chapter 807, Acts of 1913; the workmen's compensation act.
Respectfully submitted, FRANK E. MERRILL, Water Commissioner.
412
ANNUAL REPORTS.
Gates Set in New Locations.
Albion court, 2-inch gate, set 4 feet out from west line of Albion court and 5 feet north from south line of Albion street.
Bailey street, 8-inch gate, set 13 feet 4 inches out from south line, on west line of West Adams street.
Burnham street, 8-inch gate, set 13 feet 4 inches out from east line, on north line of Broadway.
Burnham street, 8-inch gate, set 13 feet 4 inches out from east line, on south line of Powder House .boulevard.
Central Hill Municipal buildings, 8-inch gate, set in sidewalk on School street, 75 feet south from south line of Madison street, and 5 feet out from east line of School street.
Central Hill Municipal buildings, 8-inch gate, set on east line of City Hall, and 13 feet out from north line of City Hall.
Central road, 6-inch gate, set 3 feet out from south line of Central road, on west line of Sycamore street.
Central road, 6-inch gate, set 13 feet 4 inches out from east line of Cen- tral road, on south line of Central road, 233 feet west from west line of Sycamore street.
Central road, 6-inch gate, set 13 feet 4 inches out from south line, on east line of Central street.
Curtis avenue, 6-inch gate, set 13 feet 4 inches out from south line of Curtis avenue, on east line of Hillsdale road.
Dynamo street, 4-inch gate, set 114 feet west from west line of Willow avenue, and 312 feet out from north line of Dynamo street.
Hamilton road, 8-inch gate, set 13 feet 4 inches out from south line of Hamilton road, on east line of North street.
Hamilton road, 8-inch gate, set 13 feet 4 inches out from south line of Hamilton road, on west line of Russell road.
Illinois avenue, 6-inch gate, set 13 feet 4 inches out from west line, on south line of Pennsylvania avenue.
Illinois avenue, 6-inch gate, set 13 feet 4 inches out from west line, on north line of Broadway.
Indiana avenue, 6-inch gate, set 13 fect 4 inches out from west line, on north line of Broadway.
Indiana avenue, 6-inch gate, set 13 feet 4 inches out from west line, on south line of Pennsylvania avenue.
Leonard street, 6-inch gate, set 13 feet 4 inches out from east line of Leonard street, and on south line of Powder House boulevard.
Leonard street, 6-inch gate, set 13 feet 4 inches out from east line of Leonard street, on north line of Broadway.
Leonard street, 4-inch gate, set 23 feet out from west line of Leonard street, and 16 feet south from north line of Walker street; on blow- off branch.
Loring street, 6-inch gate, set 12 feet 6 inches out from west line of Loring street, on south line of Osgood street.
Mason street, 10-inch gate, set 13 feet 4 inches out from west line of Mason street. on north line of Broadway.
Medford street, 8-inch gate, set 11 feet north from south line (extended)
of Ward street, and 22 feet 6 inches out from east line of Medford street.
Michigan avenue, 10-inch gate, set 13 feet 4 inches out from west line, on south line of Pennsylvania avenue.
Osgood street, 6-inch gate, set 17 feet out from north line of Osgood street, and on east line of Granite street.
Osgood street, 4-inch gate, set 17 feet out from north line of Osgood street, and 129 feet east from east line of Granite street; on blow- off branch.
Powder House boulevard (south side), 10-inch gate, set 17 feet out from south line of Powder House boulevard, on east line of North street.
STREET MAINS, GATES, HYDRANTS, ETC., LAID, SET AND REMOVED IN 1913.
PIPE.
GATES.
HYDRANTS.
BLOW-OFFS.
WATER POSTS.
STREET.
DESCRIPTION.
LAID.
ABANDONED.
SET.
REMOVED.
SET.
REMOVED,
SET.
REMOVED.
SET.
MC.VED.
Size.
Feet.
Size.
Feet.
Size.
No.
Size.
No.
No.
Size.
No.
No.
Size.
No.
No.
No.
Albion court
Street main ; from connection with main in Albion street to point 47' 4" south from southi line of Albion street.
Bailey street
Street main ; from connection with main in West Adams street to point 27' west from east line of West Quincy street.
8"
241
Barton street
Street main ; from connection with main in Hamilton road to connection with main in Barton street at south line of Hamilton road.
6
12
Belknap street
Street main ; from connection with main in Hamilton road to connection with main in Belknap street at south line of Hamilton road.
13
Burnham street
Street main ; from connection with main in Broadway to gate set on south line of Powder house boulevard.
Hydrant.
Main pipe ; from connection with main in school street at point 75' south from south line of Madison street to point 117' east from east line of School street.
Hydrant.
Main pipe : No. 1; from connection with main pipe in Sycamore street to 6x6x6 tee at point 233' west from west line of Sycamore street.
No. 2; from 6x6x6 tee (No. 1.) to point 22' south from 6x6x6 tee. No. 3 ; from 6x6x6 tee (No. 1.) to point 38' north from 6x6x6 tee.
38
No. 4 ; from 38' north from 6x6x6 tee (No. 1.) to point 80' north from 6x6x6 tee (No. I.)
42
Central road
Curtis avenue
Curtis avenue
Hydrant. Hydrant. Main gate.
Water post; 25' west from Burnside avenue.
Water post ; 47' east from Cross street.
Main pipe; from connection with main pipe in North street to connection with main pipe in Russell road.
Hydrant.
Main pipe ; from connection with main pipe in Curtis avenue to point 23' south from south line of Curtis avenue connecting with pipe laid in 1911.
8ª
36
6"
449
6º
8
Illinois avenue Indiana avenue
Main pipe; from connection with main pipe in Pennsylvania avenne to gate set on north line of Broadway.
Hydrant.
Main pipe; from connection with main pipe in Walker street to gate set on south line of Powder house boulevard.
Hydrant. Blow-off.
Main pipe; from connection with Leonard street main at Walker street laid in March, 1913, to connection with main pipe in Broadway. Main pipe; from connection with main in Loring street at point 6' south from south line of Osgood street to connection with main pipe in Osgood street. Hydrant.
Loring street
Madison street Mason street Mason street
Mason street Medford street Medford street Medford street Medford street Michigan avenue
Michigan avenue Minnesota avenue
Osgood street
Main pipe; from connection with main pipe in Granite street to point 129' east from east line of Granite street.
Blow-off.
4ª
4
4
4
1
4
1
4
1
4
1
6
12
G'
21 7
1
12ª
271
10"
633
10
CI
2
8'
37
8'
1
Water post ; 188' north from Highland avenue.
Main pipe ; from connection with main pipe laid in 1912 in Taylor street at point 102' south from south line of Mystic avenue to connection with main pipe in Sydney street.
Blow-off.
Water post : 114' east from Cross street.
Main pipe ; from connection with main pipe in Vermont avenue, laid in 1912. at point 51' north from north line of Pennsylvania avenue to connection with main pipe in Vermont avenue at gate set in 1912, on south line of Mystic avenue.
Hydrant. Blow-off.
Main pipe ; from connection with Walker street main at gate on east side of Leonard street to connection with main in Leonard street. Main pipe ; from connection with main pipe in Bailey street to point 279' north from north line of Bailey street.
Hydrant. Blow-off.
4ª
12
1 1
6,909
4
1
17
1
5
1
1
5
Burnham street Central hill mun. bldgs.
Central hill mun. bldgs. Central road
Main pipe ; from connection with 6" pipe in Central road at point 22' south from 6x6x6 tee set 283' west from west line of Sycamore street southerly to 6"-1/4 bend in Central road set 103' south from above mentioned 6x6x6 tee. No. 2 from above mentioned 6"-1/4 bend, westerly to connection with main pipe in Central street.
Main pipe ; from connection with main pipe in Hillsdale road to connection with Main in Curtis avenue at point 421' west from west line of Curtis street laid in 1912.
6" 6º
199
1
4ª
4
4"
1
11
Curtis street Dynamo street Elm street Flint street Hamilton road
Hamilton road Hillsdale road
Illinois avenue
Main pipe; from connection with main pipe in Pennsylvania avenue to gate set on north line of Broadway.
Hydrant.
6ª
8
226
6"
7
4"
1
1
6ª
270
1 1
6
1
1
10'
49
10'
115
10'
1 1
6
8'
1
8'
1
1
10^
494
10"
1 1
1
6'
8
102
157
6ª
1
4ª
Hydrants.
Main pipe ; from connection with main pipe in Loring street to point 33' 6" east from west line of Loring street.
Hydrant.
Main pipe ; from connection with main pipe laid in 1904 at point 473' west from west line of Curtis street to connection with pipe laid in 1912 at point 610' east from east line of North street completing the line on north side of boule- vard between Curtis street and North street.
Powder house blvd. (south side)
Main pipe ; from connection with main pipe in Powder House boulevard laid in 1906, at point 133' west from west line of Dow street to connection with main in North street.
Hydrant.
Russell road
Main pipe ; from connection with main pipe in Hamilton road to connection with Main in Russell road at point 24' south from south line of Hamilton road.
School street Taylor street
Tufts street
Vermont avenue
Vermont avenue Walker street
West Quincy street
Need help finding more records? Try our genealogical records directory which has more than 1 million sources to help you more easily locate the available records.